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04-49P Mitchell Property Group Site
TOWN OF SOUTH WINDSOR PLANNING & ZONING COMMISSION APPLICATION FORM Application No: �-''(�Q RECEIVE® Official Receipt Date: 91401oqJUL2 7 2004 Receipt No: SOUTH WINDSOR PLANNPNG DEPT, APPLICANT: PROJECT NAME: 471,-/C /v✓ � a��> 4i C,?�Z i�aj r�Q ADDRESS: OWNER OF RECORD ON LAND RECORDS: 10�'/t1-47'(7��r ADDRESS: COMPLETE LOCATION OF PROPERTY: 112 7L,. ASSESSOR'S MAP # $ PARCEL #4�4 43 ZONE NAME, ADDRESS, TEL& FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: m ek �q 1 5 k_ , mew Estimated presentation time: Lt^ THIS APPLICATION IS FOR: (Check all that apply): 3�J ? (��v�,4L' / ❑ Zone e Chang to (Public Hearing required and Certified letter to abutters required) El Subdivision/Resubdivision ❑ Open Space Subdivision (Public Hearing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Approval ❑ Special Exception to Article (Public Hearing, Certified letter to abutters required) 4 Site Plan of Development ❑ General Plan of Development - State Hearing per Section 14-55 for ❑ Earth Filling (Sec. 15) and/or Earth Removal (Sec. 14 - Public Hearing Required) ❑ Regulation Amendment ❑_Zoning ❑-Subdivision--Attach-propos—ed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit for (Public Hearing Required) ❑ In Law apartment/Accessory Apartment (Public Hearing Required) ❑ Major Home Occupation for (Public Hearing Required) ❑ Other (explain in detail) An Application Pending sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. 4Sigre4o#fpant S ture Property Owner South • • Planning Department Memo To: Tomek Grajewski, P.E.,Zuvic Associates Inc. From: Marcia A. Banach, Director of Planning CC: Jeffrey B.Doolittle,Town Engineer Date: 08/05/04 Re: Mitchell Property Group,LLC, Site Plan,38 Ident Road Preliminary planning and engineering reviews of the above-referenced project shows that a lot of required information was not submitted with the application, or the submitted information is insufficient to fully review the site plan. Please update the plans to include the following information.The plans will not be officially received by the Planning and Zoning Commission, and staff cannot review plans, until all required information has been submitted. f 1. The required key map, including all information requested on the checklist 2. Architectural elevations(also,what size is the addition(square feet)) qyq � I aA4 1. 3. Site lighting plan ? ju" f.t,�+ AA 4. Traffic statement/report - �,uY ^C A cle�-zt�.,,C 5. Drainage analysis/calculations - 6. What is the intended use of the building?What will be stored outside and where(vehicles, trailers, materials?) — 0pttk V O� U-a to 7. A-2,T-2 certification on site plan, iron pins at property corners 8. Where is the required 50' buffer between this site and1be residentially-zoned property to the south?(Was a variance granted for relief of the buffer?) tiO &,4w mtU .1 6" f--,-tX 61,+ s k^,t<A Ae There may be additional Planning and Engineering review comments when the plans are reviewed after all required information has been submitted. If you have any questions, please feel free to contact me. 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.253 Fax 860-644-7280 e-mail banachna.southwindsor.orci 9 Page 1 zuvic + RECEIVED ASSOCIATES SOUTH WINDSOR PLANNING DEPT. 1722 Bartholomew Road Middletown, Connecticut 06457 SUMMARY OF HYDRAULIC ANALYSIS Phone (860) 345-8357 Fax (860) 345-4077 PROPOSED IMPROVEMENTS @ TRUCK STORAGE &MAINTENANCE FACILITY C (FORMER TOBACCO VALLEY SANITATION FACILITY) LOCATED AT .� 38 IDENT RD. t'1 SOUTH WINDSOR, CT AUGUST 9,2004 The purpose of this summary of hydraulic analysis is to assist municipal officials in reviewing the proposed improvements at the subject site. The existing parcel includes two separate lots, described as lot 42 & 43 in South Windsor Land Records. The parcel known as 38 Ident Rd. consists of 3.01 acres of mixed permeable and impervious area including the existing building and associated parking and access areas. The existing truck and compact vehicles parking areas are constructed on gravel/stone surfaces. The proposed improvements are limited to the construction of a new section of the building (referred to as "addition") and changes to the layout of the parking areas. Delineated wetlands exist at the northeastern corner of the property. Due to the increase of the Upland Review Buffer from 40' to current 80', the overall parking area will decrease accordingly and will be supplemented by the permeable surfaces (upland meadow mix and Austrian Pine). There is no existing stormwater sewer system collecting the runoff and none is proposed due to very high water-table. ✓ EXISTING CONDITIONS The existing drainage conditions (see attached map) can be divided into two subareas. The subarea No.1 drains toward Ident Road and. Strong Road right-of—way and the Subarea No.2 collects stormwater from the majority of the existing building footprint, stone parking areas and subsequently discharges into the wetlands. Total area of Subarea No.l is 38,185 sf and consists of 7,954 sf of permeable areas and 30,231 of impervious surfaces. Total area of Subarea No.2 is 92,988 sf and consists of 13,722 sf of permeable areas and 79,266 of impervious surfaces. The total time of concentration, including travel time, is estimated to be 20 minutes for Subarea No.I and 30 minutes for Subarea No.2. PROPOSED CONDITIONS The proposed drainage conditions (see attached map) can be divided into two subareas. The subarea No.1 drains toward Ident Road and Strong Road right-of—way and the Subarea No.2 collects stormwater from the majority of the existing building footprint, proposed additions, stone parking areas and subsequently discharges into the wetlands. Total area of Subarea No.l is 34,928 sf and consists of 9,053 sf of permeable areas and 25,875 of impervious surfaces. Total area of Subarea No.2 is 96,245 sf and consists of 36,140 sf of permeable areas and 60,105 of impervious surfaces. The total time of concentration, including travel time, remains the same as for the existing conditions,20 minutes for Subarea No.I and 30 minutes for Subarea No.2. The hydraulic analysis for the above site was based on the 25-year frequency storm event. The storm runoff determination was performed using the Rational Method with the time of concentration varied between 20 to 30 minutes. Generally, the runoff is determined primarily by the amount of precipitation and by infiltration characteristics related to soil type, soil moisture, antecedent rainfall, cover type, impervious surfaces and surface retention. Travel time is determined primarily by slope, length of flow path, depth of flow and roughness of flow surfaces. Peak discharges are based on the relationship of these parameters and on the total drainage area of the watershed and the time distribution or rainfall during a given storm event. BACKGROUND & SUMMARY. 1. Rainfall data: Rainfall Intensity/Duration/Frequency Relationship for Connecticut, Table B-2, Conn DOT Drainage Manual, October 2000, Hartford County. 2. The rainfall intensity for 25 year storm event is 4.2 in, for 20 min. and 3.7 in. for 30 min. duration 3. The existing stormwater discharges as follows: Q1 is-equal-4-.2 x-(0.1-826x0.3-+-0.694x0-.9)-=2.85-cfs Q2 is equal 3.7 x(0.3150.3 + 1.820.9)=6.41 cfs 4. The proposed stormwater discharges as follows: Q' is equal 4.2 x(0.2080.3 +0.5940.9)=2.51 cfs Q2 is equal 3.7 x(0.830.3 + 1.38x0.9) = 5.52 cfs The volume of stormwater generated at the subject site will decrease as the result of the proposed improvements. In addition, as requested by the Town staff, a catch basin is proposed at the intersection of Ident Road and Strong Road to reduce a localized flooding. EXISTING CONDITIONS 'S. _ C - `� I D EN T R 0AD ° 22'' AA na'm"Adnh4au 44, d 4 —w Q dcaAq ansaaaAn4°a oAQaaq qa, i �. ..,nd •+u a ,.,.na •a Ada aau ,mma aibt i a #G�,IAOAa�d}°daaaea (� °'adm Aa �• ne a"''^Aa omda.co nan 44A o� 1 ( I I I I Ir I I I I I I I I I...I ...I I I:.ul la I I I w aa.44 A Aaa4Ae add4d "AI°�dnra I I I I I I�I I ,I � � I I I I I I I as ,;d + �� 6 F.Y. 4 � I I I ✓�I I`I��I I I I I I I I I I I I ' I I i"'�� aa4 �`�► V \ 1 mo m..3 4 .>S ❑ a a d 444 O a 4 d 4ma n 7yy. n O A 4" a. — Existing 6' chain link fence ?•a j S ' 4 G� 1 � • / \ � >� A ` i' m'off.+ N �,�,,SbBAR A 11 4 � �,�te1y Qe I OO �00ro d 1 , 4 P• (� j 4Sp '� A '!ram//—•�� t• /' ( 44 ��� Iro AI A s° -44 Existing edge of pavement / / ^°� ;dxa=`L `d 41 < a � ._..-_ ---•^" / egg r e m ,er n a 4 4 yL c s 4 nm r!7 ,d nl �• 1 pp2 // / ?2}5 / �..,u•.•�sa. a44A4 g4aA144i is r a � 1� "'i / / ./' . . ;ann� nnn °�q Aa m�°.,'-'i`•• y. a I T � ^n innnnn nnnnn ad o w I>E ,0•&Y •� �,-0�n,An...n nn^^ ^�n, 5�,.•n��n�..�i � .�'� p �� 44 d4,aw.A�14aa.m 4dond n44 Qp4.AdAa�a d4, A°AA 4AA A•�c.1 " •~ 4d-II'S4. a m a da a 4 a A A 4'.Vv `1`,1C�1���Q�� 4fti T \g,, •qq���'t c�a •.p I yr U� YW Np t� Co. 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( v�{•� r P vvvv •} N(�•� / •vgVVa V@pV @'PPYvq VPW V'Vg9gPV Va VP'�'VVVPP 'f gfiV�>O VVVVVgVC b'VC Vq1 11+/ P PVpPW PYaVgVV YPPVPVP Ow WgfYVCVPWq .R Crq jsPD• pV Va pV'YCV VgYC "�• V VVRaV tlI �� pVOPb'OPPVYaVpa Va PV GOVV9CJe' VBPp •k Pd VPV PV O9WYP'V PRV �N 1 Oqa Va9d Va'rPPP VVwV PWOVb•�•6PVV 9'• , g+ BW V' dpVVrprV 1 �' �� v vrjvva c•s r•� q3 vvvFvvvnvv vvv vYo vva{7ya'vvv ?' j�' v avvW vacvvo,�r+•Pvv yy//vuc Tfl�'•a '/� ty CFVV Wt p� aPGPdgtlPPP4RCPPV CVbaP > 4 'B'p4 ]pVCPHCS VP ykr, }bgbq / /j/ apC WYpV VCV a4 90 VCC aW VPY V aR .y� �PVWVPG V Pw VYdP 4 .^+--. �� r f �'pYVYCVC9'VPP aPPd Ya Pb �b'•'p�.(e Pp' •IAV VVYrPC 'C vVYP@WVVV� ��� o'w�r-o'ro Pq vvvv rvvv YvvP vqr vv ^y¢.Pyr "v. v vva ,dv vvv PvvvvvvavvP wPd vvvvv „nM•t.t' •.��.q]il V�•1fYiN 4 Z V V pub v I V` vY1gY/N vya tUdl 4lrl M G+M1M�w PlviaiW V�fww ' �>q�!hh q V 09+r�M WPpMw•'VM+/�'P V a V Y V M a g 9 v RV CC'V V' Pa'PVgapi>Vra VgVw VW['aWCV'r V a Vvv--VV4/4P Cb PP VP ,Py (i.�.A�+ p'W IPPVpVy a Y r C V W p a N..W:*f 0. @ q.+p•yVa V P a P P P W v V Ly P�'���'Vr^V W�YP VCR a r c l .?�� � r� v IN'~�Q.N�4'CaV V4'aV Permeable Area Q_�`p vq prapvv va � J• .+ l .� 4g J 1 " = 60 DLS Consulting RECEIVED Traffic Engineering Services 14 Bent Road Windsor,Connecticut 06095 one: 860.298.9316 E-mail: dlspe@aol.com FF 19.9316 SOUTH WINDSOR PLA%iN�6�'Y. August 16,2004 21'S' CONSUL 77NG Marcia A. Banach TRAFFIC ENGINEERING SERVICES Director of Planning DAVID L. SPEAR, P.E. Town of South Windsor �/� PRINCIPAL 1540 Sullivan Avenue j 860.298.9316 South Windsor, Connecticut 06074 / 14 BENT ROAD ,� WINDSOR, CT 06095 Re: Traffic Statement DLSPE@AOL.COM Fax: 860.219.9316 Mitchell Property Group, LLC, Site Plan, 38 Ident Road South Windsor, Connecticut Dear Marcia: As requested by Tomek Grajewski, P.E. of Zuvic Associates, DLS Consulting has prepared a traffic statement for 38 Ident Road in South Windsor,Connecticut. We understand that the site was formerly used by Tobacco Valley Sanitation with 20 to 30 trucks parked on site and 80 to 100 daily vehicle trips (primarily truck trips). Land use in the area is mixed with commercial and p (p yresidential uses. Our report includes a review of available count data in the area and a site visit to observe existing conditions and measure available sight lines. Traffic Volumes - The site is located on the on the southeast corner of the intersection of Strong Road and Ident Road. The site is currently vacant. The proposed site plan includes expansion of the existing garage building with additional garage space and ancillary office space. The site access is proposed to remain unchanged. Site access includes two curb cuts on Ident Road. Excellent regional access to the site is provided by Route 5 via Strong Road. The Connecticut Department of Transportation completed automatic traffic recorder (ATR) counts on South Windsor roadways in 2001. On Strong Road west of Route 5, the bi-directional 2001 average daily traffic(ADT)was recorded at 2,100 with a p.m.peak hour of 143 (see attached).. These volumes are very moderate and include numerous gaps between vehicles that are long enough to allow-turns into-andout of-Ident Road. Peal-hour-site-traf z txpected to-be less than 20-trips- - per hour. We completed a site visit during the afternoon peak hour and observed very little existing traffic on Ident Road. Route 5 is a north/south arterial roadway with two lanes in each direction and turning lanes provided at key intersections. The intersection of Route 5 and Strong Road is signalized with northbound and southbound left turn lanes provided. The bi-directional 2001 ADT was recorded at 19,500 with a p.m. peak hour volume of 1,949(see attached). P.M.peak hour traffic on Route 5 flows smoothly with no significant delays or queues at Strong Road. DLS Consulting Marcia A. Banach August 16, 2004 Page Two Sight Distance-The posted speed limit on Ident Road is 25 mph. The site access now is generally a counterclockwise loop with traffic entering the southerly driveway and exiting the northerly driveway. However, vehicles can enter and exit from either driveway. No traffic will arrive from the south or depart to the south on Ident Road. ConnDOT guidelines indicate that intersection sight distance(ISD)for 25 mph should be 280 feet for passenger cars, 350 feet for single unit trucks and 425 feet for tractor/semitrailers. During our site visit,we reviewed the available ISD from both driveways and found that over 425 feet of sight distance is available in each direction from the southerly driveway. Looking left from the northerly driveway,over 425 feet of sight distance is available. Looking right,260 feet to Strong Road is clear plus approximately 90 feet on the Strong Road approaches for a total of 350 feet. Since vehicles are approaching the driveway from a stop or turn average speeds approaching the northerly driveway are approximately 20 mph or less. For 20 mph,the ConnDOT ISD guidelines are 225 for passenger cars,280 for single unit trucks and 340 for tractor/semitrailers. Therefore,the available sight lines at the existing site driveways are adequate for drivers to see and be seen exiting the site. Concluding Statement- After review of the proposed use at 38 Ident Road, we have determined that background volumes are low and site generated traffic volumes are low indicating that area roadways can accommodate the proposed use. Regional access to the site is excellent. The intersection sight distance at the existing driveways is adequate to allow safe ingress and egress from the site. Should you have any questions on the above information,please feel free to call. Very truly yours, DLS Consulting David L. Spear, P.E. Principal cc: Tomek Grajewski, P.E.,Zuvic Associates, Inc. 1320151B2001 STA TYPE: O STA NO 132 0151 STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION BUREAU OF POLICY AND PLANNING PLANNING INVENTORY AND DATA TRAFFIC RECORDER DATA STATION 151 IN SO. WINDSOR DIRECTION: B LOCATED ON STRONG ROAD - WEST OF ROUTE 5 DAY SUN MON TUES WED THUR FRI SAT DATE 4/30 5/01 BEG HR 12A 0 0 63 0 0 0 0 lA 0 0 27 0 0 0 0 2A 0 0 42 0 0 0 0 3A 0 0 13 0 0 0 0 4A 0 0 65 0 0 0 0 5A 0 0 107 0 0 0 0 6A 0 0 113 0 0 0 0 AM PEAK 7A 0 0 131 0 0 0 0 SA 0 0 133 0 0 0 0 9A 0 0 140 0 0 0 0 10A 0 107 0 0 0 0 0 11A 0 95 0 0 0 0 0 12P 0 131 0 0 0 0 0 1P 0 125 0 0 0 0 0 2P 0 188 0 0 0 0 0 3P 0 134 0 0 0 0 0 PM PEAK 4P 0 138 0 0 0 0 0 5P 0 143* 0 0 0 0 0 6P 0 88 0 0 0 0 0 7P 0 73 0 0 0 0 0 8P 0 44 0 0 0 0 0 9P 0 19 0 0 0 0 0 lop 0 46 0 0 0 0 0 11P 0 57 0 0 0 0 0 TOT 0 1338 834 0 0 0 0 24-hour total = 2172 RECORDER #001 ACF = NA G - 4 *Peak hourly volume 2001 ADT = 2100 FOR STATION 151 IN SO. WINDSOR 132002ON2001 STA TYPE: O STA NO 132 0020 STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION BUREAU OF POLICY AND PLANNING PLANNING INVENTORY AND DATA TRAFFIC RECORDER DATA STATION 20 IN SO. WINDSOR DIRECTION: N LOCATED ON RTE US5, NORTH OF GOVERNORS HIGHWAY DAY SUN MON TUES WED THUR FRI SAT DATE 5/16 5/17 BEG HR 12A 0 0 0 0 123 0 0 1A 0 0 0 0 55 0 0 2A 0 0 0 0 26 0 0 3A 0 0 0 0 39 0 0 4A 0 0 0 0 114 0 0 5A 0 0 _ 0 0 254 0 0 6A 0 0 0 0 498 0 0 AM PEAK 7A 0 0 0 0 618 0 0 8A 0 0 0 0 597 0 0 9A 0 0 0 686 0 0 0 10A 0 0 0 637 0 0 0 11A 0 0 0 628 0 0 0 12P 0 0 0 720 0 0 0 iP 0 0 0 642 0 0 0 2P 0 0 0 819 0 0 0 3P 0 0 0 971 0 0 0 PM PEAK 4P 0 0 0 1068* 0 0 0 5P 0 0 0 1019 0 0 0 6P 0 0 0 568 0 0 0 7P 0 0 0 365 0 0 0 8P 0 0 0 256 0 0 0 9P 0 0 0 223 0 0 0 lop 0 0 0 160 0 0 0 lip 0 0 0 112 0 0 0 PO--TO G-- 3-2,,1-0 0 24-hour total = 11198 RECORDER #139 ACF = 0 . 95 G - 4 *Peak hourly volume 2001 ADT = 9700 FOR STATION 20 NB IN SO. WINDSOR 132002OS2001 STA TYPE: O STA NO 132 0020 STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION BUREAU OF POLICY AND PLANNING PLANNING INVENTORY AND DATA TRAFFIC RECORDER DATA STATION 20 IN SO. WINDSOR DIRECTION: S LOCATED ON RTE US5, NORTH OF GOVERNORS HIGHWAY DAY SUN MON TUES WED THUR FRI SAT DATE 5/16 5/17 BEG HR 12A 0 0 0 0 80 0 0 lA 0 0 0 0 37 0 0 2A 0 0 0 0 53 0 0 3A 0 0 0 0 65 0 0 4A 0 0 0 0 109 0 0 SA 0 0 0 0 283 0 0 6A 0 0 0 0 789 0 0 AM PEAK 7A 0 0 0 0 1163* 0 0 8A 0 0 0 0 846 0 0 9A 0 0 0 555 0 0 0 10A 0 0 0 570 0 0 0 11A 0 0 0 592 0 0 0 12P 0 0 0 662 0 0 0 1P 0 0 0 730 0 0 0 P 0 0 0 7-46 0 0 0 3P 0 0 0 978 0 0 0 PM PEAK 4 P 0 0 0 862 0 0 0 5P 0 0 0 722 0 0 0 6P 0 0 0 481 0 0 0 7P 0 0 0 353 0 0 0 8P 0 0 0 260 0 0 0 9P 0 0 0 201 0 0 0 lop 0 0 0 125 0 0 0 11P 0 0 0 94 0 0 0 TOTS O---0 7 9 21 14-2 5 0 0 24-hour total = 11346 RECORDER #137 ACF = 0 . 95 G - 4 *Peak hourly volume 2001 ADT = 9800 FOR STATION 20 SB IN SO. WINDSOR R i RECEIVED zuvic AUG 2 0 2004 ASSOCIATES 1722 Bartholomew Road SUMMARY OF HYDRAULIC ANALYSISnniddletown, Connecticut 06457 Phone (860)345-8357 Fax (860) 345-4077 PROPOSED IMPROVEMENTS @ TRUCK STORAGE & MAINTENANCE FACILITY (FORMER TOBACCO VALLEY SANITATION FACILITY) t, LOCATED AT 38 IDENT RD. a 3 0 6( �4 4191 SOUTH WINDSOR,CT AUGUST 9,2004 (Revised August 20,2004) The purpose of this summary of hydraulic analysis is to assist municipal officials in reviewing the proposed improvements at the subject site. The existing parcel includes two separate lots, described as lot 42 & 43 in South Windsor Land Records. The parcel known as 38 Ident Rd. consists of 3.01 acres of mixed permeable and impervious area including the existing building and associated parking and access areas. The existing truck and compact vehicles parking areas are constructed on gravel/stone surfaces. The proposed improvements are limited to the construction of a new section of the building (referred to as "addition") and changes to the layout of the parking areas. Delineated wetlands exist at the northeastern corner of the property. Due to the increase of the Upland Review Buffer from 40' to current 80', the overall parking area will decrease accordingly and will be supplemented by the permeable surfaces (upland meadow mix and Austrian Pine). There is no existing stormwater sewer system collecting the runoff and none is proposed due to very high water table. ✓ EXISTING CONDITIONS The existing drainage conditions (see attached map) can be divided into two subareas. The subarea No.1 drains toward Ident Road and Strong Road right-of—way and the Subarea No.2 collects stormwater from the majority of the existing building footprint, stone parking areas and subsequently discharges into the wetlands. Total area of Subarea No.l is 38,185 sf and consists of 7,954 sf of permeable areas and 30,231 of impervious surfaces. Total area of Subarea No.2 is 92,988 sf and consists of 13,722 sf of permeable areas and 79,266 of impervious surfaces. The total { time of concentration, including travel time, is estimated to be 20 minutes for Subarea No.1 and 30 minutes for Subarea No.2. ✓ PROPOSED CONDITIONS The proposed drainage conditions (see attached map) can be divided into two subareas. The subarea No.1 drains toward Ident Road and Strong Road right-of—way and the Subarea No.2 collects stormwater from the majority of the existing building footprint, proposed additions, stone parking areas and subsequently discharges into the wetlands. Total area of Subarea No.l is 34,928 sf and consists of 9,053 sf of permeable areas and 25,875 of impervious surfaces. Total area of Subarea No.2 is 96,245 sf and consists of 28,100 sf of permeable areas and 68,145 of impervious surfaces. The total time of concentration, including travel time, remains the same as for the existing conditions,20 minutes for Subarea No.l and 30 minutes for Subarea No.2. The hydraulic analysis for the above site was based on the 25-year frequency storm event. The storm runoff determination was performed using the Rational Method with the time of concentration varied between 20 to 30 minutes. Generally, the runoff is determined primarily by the amount of precipitation and by infiltration characteristics related to soil type, soil moisture, antecedent rainfall, cover type, impervious surfaces and surface retention. Travel time is determined primarily by slope, length of flow path, depth of flow and roughness of flow surfaces. Peak discharges are based on the relationship of these parameters and on the total drainage area of the watershed and the time distribution or rainfall dur ing g a given storm event. BACKGROUND& SUMMARY: 1. Rainfall data: Rainfall Intensity/Duration/Frequency Relationship for Connecticut, Table B-2, Conn DOT Drainage Manual, October 2000, Hartford County. 2. The rainfall intensity for 25 year storm event is 4.2 in, for 20 min. and 3.7 in. for 30 min. duration 3. The existing stormwater discharges as follows: Q' is equal 4.2 x(0.1826x0.3 +0.694x0.9) =2.85 cfs 2 is 1.82x09)=-6.44 cfs 4. The proposed stormwater discharges as follows: Q' is equal 4.2 x(0.2080.3 +0.594x0.9)=2.51 cfs Q2 is equal 3.7 x (0.65x0.3 + 1.56x0.9)= 5.92 cfs The volume of stormwater generated at the subject site will decrease as the result of the proposed improvements. In addition, as requested by the Town staff, a catch basin is proposed at the intersection of Ident Road and Strong Road to reduce a localized flooding. EXISTING CONDITIONS ,.IVS _ �— (DENT ROAD > eea eaee eee \ ktin�s' ones e4°ea4 4°Oe° woe --.—A e4e woe ♦ee O ee �► ° �-I �•," °O°° enea r VV \I I' I I I ' I eeaa r• ee WA tO Cf y a / a Existing 6' chain link fence a *0 S U B A R A 11 ••ee ..� eey fps,, x C eel ..�o 'so44 44 cwV q 44 s B A�3C 1�/� ' L I en �m f�a G1 Z w� / `.`• a Opp y e� Existing edge of pavement , �a\nab wa res` i a J ., e a ° w = aaa // w e 4 A4, 44 eeene�eee e<i44 '� n •.•1 O ^^^�ney°,<9•enw°q^A�at` o N°a gAA �l► l / e.•`.'.• nn ^aw ^one I N / '•� �` I .. :v`,':dLlb � w'n^•�n��^ne^^^-AAA^n^^ ^ntne�^ C A. � o� a �I 10'SY. n AA nn A eee aaa w0 4°°a q woad ennn°°4w ° ♦e d°° we♦ ^^ .• rdTA^tea ^AA^^ ^^A AAn�• ,q'q C•'fl• •e ._a► e• ee.°aa '^:e aaea ° eee °deafi °even^�`���� (t 3'Sp0 �o• 40817' ' $gyp o+!,@N 1 ,S, ��AN�,r••N� I m '� g� evvvevvvo v v vv 'O� iP \gJ, ovvvvvvvvv a -� F Qo: ao:ov Permeable Area p ovvvvvvvvv 1 " = 6 0' 6�y6g6y�G2�S2��E,,W1 F gF.\n��3'63 t c^ SNE 62 EX• ��0 16 yin a E� a9 F�.• ..g5. �2 ycs '(F•. �65' F•'in✓• 4 y2 S�3G F��n' fir p;�s F y m SN�Qho F�y nnti�6 ... �. xi i No•a - .G: Existin 4" P.V.C. ExIstina W P.Y.C. qi\B STRONG-R0A Existing Water x _ f�Nv y9�g&9 5 67'IV38'E s'j�' 4 ems► ►'►se°'°° n ► °►�"'S'sS�S'°'3e ° g°sr► ►e'���►p►�e►e►�►"�Se►�►►► ►°e s°►°► 1 ► ►° °►►°►►► °ee °$�°s� ► ► °►°►►►°e ► ►►►►►e — _ e a ° e e e ° ► ► ° ° — —— I — °°►°► >► ° °► °° °° ih m fir, °►° ► °°° epo ►� T-� �— ..°.�H � ' ►p:es p.� esPi s°ems° /V�� — rn m ► 6 w; ° e LLJ GV �1 � p>poss e s ° ► Gc v�\ 111 n9 t cn l.Ul_ ° 0 °► ►° °e°e e � ► : n v l 0 ' e e � � CtJ� � �► ► ► sz e W/ �.�► °°�� ( / �`�// �j' c�u�� Lane ess V/ ► /j ( /////! (( i ►espse►p ; �►°° 40 Fit °► 0 ~� \'o 1 _ ' \ se►•"a►>oes es°a°o°sus°i�o°e�>�>'►►s'P'eP'o"s'�'>Pi^o'"'e''e:'o>P>es pe'o'e>P>e>Pn►eepo°>�e�o�s°�°s �►►°see° a°° ► e ° ►°► ► ° ► >► ° t�► ► ► ►►°►►►°►e►°►°° ►°►►°►see°s° i P Opt f.X• MEMORANDUM To: Marcia Banach, Director of Planning From: Jeffrey B. Doolittle, P.E., Town Engineer Date: 9/3/04 ' RE: App 04-49P, Mitchell Property—38 Ident Road I have reviewed the plans for the Mitchell Property at 38 Ident Road and I have the following comments: 1. The drainage study shows the pervious area and line of 10 Austrian Pines in the - northeast comer of the site located just outside the 80 foot wetlands buffer line. This is not shown on the plans submitted. The plans or drainage report need to be corrected so both agree. 2. WPCA review and approval is needed for this site plan. 3. A drain layers permit must be taken out from the Engineering Division prior to the installation of the new oil/water separator, manhole and piping for the sanitary sewer system on site. 4. A street cut permit is needed for the construction of the catch basin on Strong Road. Please call me (x 245) if you have any questions. Marcia j3anach- Re 38 Ident Rd Page 1 From: Marcia Banach To: Grajewski, Tomek Date: 9/9/04 9:27AM Subject: Re: 38 Ident Rd. Tomek, In response to your questions: 1. We will be presenting the buffer issue to P&Z as a pre-existing condition that probably predates site plan approvals. 2. We have located &provided to Jeff Doolittle a copy of the revised drainage study. 3. Town staff have had difficulty reviewing the proposal without knowing more about what use is actually going to happen there(and I will be telling PZC that).Therefore, if the owners have an actual proposal, they should present it to staff so that we can review it and then comment intelligently to PZC on the proposed use. If the applicant presents a new proposed use at the PZC meeting, the meeting will be continued to another night to allow staff to review the proposal. In the future, such a change will require a site plan modification (application to the PZC). Any other questions, let me know. Marcia Banach, AICP Director of Planning Town of South Windsor 1540 Sullivan Ave, South Windsor, CT 06074 860-644-2511 x 253 banach@southwindsor.org wvvw.southwindsor.org >>>"Tomek Grajewski"<tomek@snet.net>09/09/04 09:04AM >>> Marcia, We have a P&Z meeting scheduled for next Tuesday,for the above site. There are few items I would like to touch with you. 1. As indicated by you on our August 6th meeting, one of the lots south of 38 Ident Rd. (L003) is zoned residential, however the present&past use (Astra Manufacturing) indicates otherwise. Additionally, Town Assessor Map(and street cards)describe this lot as "I-zoned", the same as adjacent lot(#50). Both parcels are owned by Mr. George Haller. Therefore,we don't show a 50' buffer along our southern property line. 2. 1 have received comments from Jeffrey Doolittle. The comment No.1 refers to discrepancy between the drainage study_and_site-plan-following-relocation-of I"ustrian-fines-tees. His-r-emark-is-absolutely correct, but the revised drainage study was submitted concurrently with a new site plan. (and with transmittal letter.) Please let me know if you need another copy of the revised (August 20)summary of hydraulic analysis. 3. It is my understanding(again following the August 6th meeting)that we are keeping the former Tabacco Valley Sanitation site use as "trash hauling and truck maintenance facility"for the purpose of the Site Plan Application. What are the steps required to change the site use in future to a school bus parking& maintenance facility? Should this change be better proposed at the P&Z meeting? Thanks, Tomek DLS Consulting Traffic Engineering Services 14 Bent Road Windsor,Connecticut 06095 Phone: 860.298.9316 E-mail: dlspe@aol.com Fax: 860.219.9316 August 16, 2004 Marcia A. Banach Director of Planning RECEIVED Town of South Windsor 1540 Sullivan Avenue AUG 16 2004 South Windsor, Connecticut 06074 SOUTH WINDSOR PLANNING DEPT. Re: Traffic Statement Mitchell Property Group, LLC, Site Plan, 38 Ident Road South Windsor, Connecticut Dear Marcia: As requested by Tomek Grajewski,P.E. of Zuvic Associates,DLS Consulting has prepared a traffic statement fo r 38 Ident Road in South Windsor,Connecticut. We understand that the site was formerly used by Tobacco Valley Sanitation with 20 to 30 trucks parked on site and 80 to 100 daily vehicle trips(primarily truck trips). Land use in the area is mixed with commercial and residential uses. Our report includes a review of available count data in the area and a site visit to observe existing conditions and measure available sight lines. Traffic Volumes - The site is located on the on the southeast corner of the intersection of Strong Road and Ident Road. The site is currently vacant. The proposed site plan includes expansion of the existing garage building with additional garage space and ancillary office space. The site access is proposed to remain unchanged. Site access includes two curb cuts on Ident Road. Excellent regional access to the site is provided by Route 5 via Strong Road. The Connecticut Department of Transportation completed automatic traffic recorder (ATR) counts on South Windsor roadways in 2001. On Strong Road west of Route 5, the bi-directional 2001 average daily traffic(ADT)was recorded at2,100 with a p.m.peak hour of 143 (see attached). These volumes are very moderate and include numerous gaps between vehicles that are long enough toA ow-turns�nto- out of Ident Roadral�h�ur site rya is is expected to be less than 20 trips per hour. We completed a site visit during the afternoon peak hour and observed very little existing traffic on Ident Road. Route 5 is a north/south arterial roadway with two lanes in each direction and turning lanes provided at key intersections. The intersection of Route 5 and Strong Road is signalized with northbound and southbound left turn lanes provided. The bi-directional 2001 ADT was recorded at 19,500 with a p.m.peak hour volume of 1,949(see attached). P.M.peak hour traffic on Route 5 flows smoothly with no significant delays or queues at Strong Road. DLS Consulting Marcia A. Banach August 16, 2004 Page Two Sight Distance-The posted speed limit on Ident Road is 25 mph. The site access flow is generally a counterclockwise loop with traffic entering the southerly driveway and exiting the northerly driveway. However,vehicles can enter and exit from either driveway. No traffic will arrive from the south or depart to the south on Ident Road. ConnDOT guidelines indicate that intersection sight distance(ISD)for 25 mph should be 280 feet for passenger cars, 350 feet for single unit trucks and 425 feet for tractor/semitrailers. During our site visit,we reviewed the available ISD from both driveways and found that over 425 feet of sight distance is available in each direction from the southerly driveway. Looking left from the northerly driveway,over 425 feet of sight distance is available. Looking right,260 feet to Strong Road is clear plus approximately 90 feet on the Strong Road approaches for a total of 350 feet. Since vehicles are approaching the driveway from a stop or turn average speeds approaching the northerly driveway are approximately 20 mph or less. For 20 mph,the ConnDOT ISD guidelines are 225 for passenger cars,280 for single unit trucks and 340 for tractor/semitrailers. Therefore,the available sight lines at the existing site driveways are adequate for drivers to see and be seen exiting the site. Concluding Statement-After review of the proposed use at 38 Ident Road,we have determined that background volumes are low and site generated traffic volumes are low indicating that area roadways can accommodate the proposed use. Regional access to the site is excellent. The intersection sight distance at the existing driveways is adequate to allow safe ingress and egress from the site. Should you have any questions on the above information,please feel free to call. Very truly yours, DLS Consulting a David L. Spear, P.E. Principal cc: Tomek Grajewski,P.E.,Zuvic Associates, Inc. 1320151B2001 STA TYPE: O STA NO 132 0151 STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION BUREAU OF POLICY AND PLANNING PLANNING INVENTORY AND DATA TRAFFIC RECORDER DATA STATION 151 IN SO. WINDSOR DIRECTION: B LOCATED ON STRONG ROAD - WEST OF ROUTE 5 DAY SUN MON TUES WED THUR FRI SAT DATE 4/30 5/01 BEG HR 12A 0 0 63 0 0 0 0 lA 0 0 27 0 0 0 0 2A 0 0 42 0 0 0 0 3A 0 0 13 0 0 0 0 4A 0 0 65 0 0 0 0 95A 0 0 107 0 0 0 0 6A 0 0 113 0 0 0 0 AM PEAK 7A 0 0 131 0 0 0 0 8A 0 0 133 0 0 0 0 9A 0 0 140 0 0 0 0 10A 0 107 0 0 0 0 0 11A 0 95 0 0 0 0 0 12P 0 131 0 0 0 0 0 iP 0 125 0 0 0 0 0 7P 0 138 0 0 0 0 0 3P 0 134 0 0 0 0 0 PM PEAK 4 P 0 .138 0 0 0 0 0 5P 0 143* 0 0 0 0 0 6P 0 88 0 0 0 0 0 7P 0 73 0 0 0 0 0 8P 0 44 0 0 0 0 0 9P 0 19 0 0 0 0 0 10P 0 46 0 0 0 0 0 11P 0 57 0 0 0 0 0 T 0 1338 .34 00 0 0 24-hour total = 2172 RECORDER #001 ACF = NA G - 4 *Peak hourly volume 2001 ADT = 2100 FOR STATION 151 IN SO. WINDSOR 132002ON2001 STA TYPE: O STA NO 132 0020 STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION BUREAU OF POLICY AND PLANNING PLANNING INVENTORY AND DATA TRAFFIC RECORDER DATA STATION 20 IN SO. WINDSOR DIRECTION: N LOCATED ON RTE US5, NORTH OF GOVERNORS HIGHWAY DAY SUN MON TUES WED THUR FRI SAT DATE 5/16 5/17 BEG HR 12A 0 0 0 0 123 0 0 lA 0 0 0 0 55 0 0 2A 0 0 0 0 26 0 0 3A 0 0 0 0 39 0 0 4A 0 0 0 0 114 0 0 9;A 0 0 0 0 254 0 0 6A 0 0 0 0 498 0 0 AM PEAK 7A 0 0 0 0 618 0 0 8A 0 0 0 0 597 0 0 9A 0 0 0 686 0 0 0 10A 0 0 0 637 0 0 0 11A 0 0 0 628 0 0 0 12P 0 0 0 720 0 0 0 1P 0 0 0 642 0 0 0 2P 0 0 0 819 0 0 0 3P 0 0 0 971 0 0 0 PM PEAK 4P 0 0 0 1068* 0 0 0 5P 0 0 0 1019 0 0 0 6P 0 0 0 568 0 0 0 7P 0 0 0 365 0 0 0 8P 0 0 0 256 0 0 0 9P 0 0 0 223 0 0 0 lop 0 0 0 160 0 0 0 lip 0 0 0 112 0 0 0 TOT- 0 0 0 8874 2324 0 0 24-hour total = 11198 RECORDER #139 ACF = 0 . 95 G - 4 *Peak hourly volume 2001 ADT = 9700 FOR STATION 20 NB IN SO. WINDSOR 132002OS2001 STA TYPE: O STA NO 132 0020 STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION BUREAU OF POLICY AND PLANNING PLANNING INVENTORY AND DATA TRAFFIC RECORDER DATA STATION 20 IN SO. WINDSOR DIRECTION: S LOCATED ON RTE US5, NORTH OF GOVERNORS HIGHWAY DAY SUN MON TUES WED THUR FRI SAT DATE 5/16 5/17 BEG HR 12A 0 0 0 0 80 0 0 lA 0 0 0 0 37 0 0 2A 0 0 0 0 53 0 0 3A 0 0 0 0 65 0 0 4A 0 0 0 0 109 0 0 5A 0 0 n 0 288 n 0 6A 0 0 0 0 789 0 0 AM PEAR 7A 0 0 0 0 1163* 0 0 8A 0 0 0 0 846 0 0 9A 0 0 0 555 0 0 0 10A 0 0 0 570 0 0 0 11A 0 0 0 592 0 0 0 12P 0 0 0 662 0 0 0 iP 0 0 0 730 0 0 0 2P n n n 786 0 n 0 3P 0 0 0 978 0 0 0 PM PEAK 4P 0 0 0 862 0 0 0 5P 0 0 0 722 0 0 0 6P 0 0 0 481 0 0 0 7P 0 0 0 353 0 0 0 8P 0 0 0 260 0 0 0 9P 0 0 0 201 0 0 0 lop 0 0 0 125 0 0 0 lip 0 0 0 94 0 0 0 TOT G-- �2-1--3 4 2 5 24-hour total = 11346 RECORDER #137 ACF = 0 . 95 G - 4 *Peak hourly volume 2001 ADT = 9800 FOR STATION 20 SB IN SO. WINDSOR LKelli Koehler- Re Appl 04 49P Mitchell Propert Group, LLC - Page 1 From: Bob Deptula To: Kelli Koehler Date: 8/18/04 12:28PM Subject: Re:Appl 04-49P, Mitchell Property Group, LLC Sewers not available on Ident Rd. Applicant must demonstrate ability to install full size septic system based on current codes for proposed increase in usage.> Kelli Koehler 08/18/04 11:28AM >>> Please respond with comments- Kelli Kelli Koehler Administriative Secretary RECEIVED zuvic AUG 2 0 2004 ASSOCIATES 1722 Bartholomew Road SUMMARY OF HYDRAULIC ANALYSI5middletown, Connecticut 06457 Phone (860) 345-8357 Fax(860)345-4077 PROPOSED IMPROVEMENTS @ TRUCK STORAGE & MAINTENANCE FACILITY (FORMER TOBACCO VALLEY SANITATION FACILITY) LOCATED AT . 38 IDENT RD. 0� F : SOUTH WINDSOR, CT 1 AUGUST 9,2004 (Revised August 20,2004) The purpose of this summary of hydraulic analysis is to assist municipal officials in reviewing the proposed improvements ovements at the subject site. The existing parcel includes two separate lots, described as lot 42 & 43 in South Windsor Land Records. The parcel known as 38 Ident Rd. consists of 3.01 acres of mixed permeable and impervious area including the existing building and associated parking and access areas. The existing truck and compact vehicles parking areas are constructed on gravel/stone surfaces. The proposed improvements are limited to the construction of a new section of the building (referred to as "addition") and changes to the layout of the parking areas. Delineated wetlands exist at the northeastern corner of the property. Due to the increase of the Upland Review Buffer from 40' to current 80', the overall parking area will decrease accordingly and will be supplemented by the permeable surfaces (upland meadow mix and Austrian Pine). There is no existing stormwater sewer system collecting the runoff and none is proposed due to very high water table. ✓ EXISTING CONDITIONS The existing drainage conditions (see attached map) can be divided into two subareas. The subarea No.l drains toward Ident Road and Strong Road right-of—way and the Subarea No.2 collects stormwater from the majority of the existing building footprint, stone parking areas and subsequently discharges into the wetlands. Total area of Subarea No.l is 38,185 sf and consists of 7,954 sf of permeable areas and 30,231 of impervious surfaces. Total area of Subarea No.2 is 92,988 sf and consists of 13,722 sf of permeable areas and 79,266 of impervious surfaces. The total time of concentration, including travel time, is estimated to be 20 minutes for Subarea No.1 and 30 minutes for Subarea No.2. ✓ PROPOSED CONDITIONS The proposed drainage conditions (see attached map) can be divided into two subareas. The subarea No.1 drains toward Ident Road and Strong Road right-of—way and the Subarea No.2 collects stormwater from the majority of the existing building footprint, proposed additions, stone parking areas and subsequently discharges into the wetlands. Total area of Subarea No.l is 34,928 sf and consists of 9,053 sf of permeable areas and 25,875 of impervious surfaces. Total area of Subarea No.2 is 96,245 sf and consists of 28,100 sf of permeable areas and 68,145 of impervious surfaces. The total time of concentration, including travel time, remains the same as for the existing conditions,20 minutes for Subarea No.1 and 30 minutes for Subarea No.2. The hydraulic analysis for the above site was based on the 25-year frequency storm event. The storm runoff determination was performed using the Rational Method with the time of concentration varied between 20 to 30 minutes. Generally, the runoff is determined primarily by the amount of precipitation and by infiltration characteristics related to soil type, soil moisture, antecedent rainfall, cover type, impervious surfaces and surface retention. Travel time is determined primarily by slope, length of flow path, depth of flow and roughness of flow surfaces. Peak discharges are based on the relationship of these parameters and on the total drainage area of the watershed and the time distribution or rainfall during a given storm event. BACKGROUND& SUMMARY.• 1. Rainfall data: Rainfall Intensity/Duration/Frequency Relationship for Connecticut, Table B-2, Conn DOT Drainage Manual, October 2000, Hartford County. 2. The rainfall intensity for 25 year storm event is 4.2 in, for 20 min. and 3.7 in. for 30 min. duration 3. The existing stormwater discharges as follows: Ql is equal 4.2 x(0.1826x0.3 +0.694x0.9) =2.85 cfs 2 is equal .7 x( . 150.3. + 1. 20.9)=6.41 cfs 4. The proposed stormwater discharges as follows: Ql is equal 4.2 x(0.208x0.3 +0.594x0.9) =2.51 cfs Q2 is equal 3.7 x (0.65x0.3 + 1.56x0.9)= 5.92 cfs The volume of stormwater generated at the subject site will decrease as the result of the proposed improvements. In addition, as requested by the Town staff, a catch basin is proposed at the intersection of Ident Road and Strong Road to reduce a localized flooding. EXISTING CONDITIONS \ 4 M ISO IDENT ' ROAD r — — zr F a4 °Aae4d°p a4a a"4a° — °�QI T bt&1�—• ° P ���/// 61 ndA4,°4464a° 44ad°464 I I � ' I I 1 A dA n - :ad ... Anc i_► °°°4° 4°dA$AQQ4p4 b °AA4 "344 °44a 44 ) 4aa Odd °4tl °°a --�� — I \ — I I I I I I I I 4Aa 0 1 I fro ✓_ N \ 4 �� IPA .i JS'F.Y. 7 \i 4 aan I � LA ° Z `tea a .� \ Existing 6' chain Pink fence a c I °° 3� 1 / \ 1 r I a4n 1 'N q ;a. x 1 din _ -<,,SUBARFA 11 �a 1 4 q qd d T °aO • 1 CD7`.4_`! 4431 44ay W/V aay p D �'• 7 / 0 '" 4 tl i /y�N 1■ 1 // 4 S p BA I 44a 1 3N obi Existing edge of pavement. 1 " A a 1 y d44 A 444` ,.nngnn�°A4�a�� ' /// � � • / ��dj�„�� '� ,q%.�.A�,i n^i^.,n^Y"n nn"'h�,efap n[`�'R'>6'f �.1.. ��o.Y d.A'pY�'b 4u Aq°Qagda.a aadA a.14 Gd 6,d4 aAaya6 g4QdAA dn464_ °°4A `nAA .<',•+v 4 q° 4, npan ,�,��l nn "1^apq^M1^l`ll\l 1 ��'^��•(.l ;`•,.-+,`•',4w• C C44 tl4 \ .A 4•aY4S ° n4q°°A444 '" a¢Aahn\l ts,Y 1 f� �''� � � •f M• YP. 466.1r �� Z I ��• �eA •NJ vvvvvve o7v A �i 'Fj ' F --v aP Permeable Area 1 " -- 6 0' PROPOSED ONDITIONS \ �, oovamon3' \ � IDEN ROAb- — , J d° _ a P°a°d °o'w a "d w q ao. _4 o q"G°o a p 22' ',�• �, J V�a`CPV C@ G d V b 4 v . 4 OVV�•-� �y - v ve .. oo a a 1 .• ' r_-.r.. qa' Rd m a Y ac ISM I I I I I 1 I� -I I I i ! 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SOUTH WINDSQR PLANNING DEPT. tVl1.l3I. LE.T0 WNT, C.T 06457 LETTER OF TRANSMITTAL TO: Ms. Marcia Banach DATE: August 20, 2004 Director of Planning Town of South Windsor Garage and Storage 1540 Sullivan Ave. PROJECT: Area, 38 Ident Rd. South Windsor, CT 06074 RE: Site Plan Application FROM: Tomek Grajewski, P.E. & Comments President WE ARE SENDING YOU: ■Attached ❑Under separate cover via the following: ❑Shop drawings ■Prints ❑Plans ❑ Samples ❑Specifications ❑Copy of letter ❑ Change order ❑ co ies' date description 3 July 27, 04 Set of 4 drawings, Site Plan and Lighting Plan Revised- 8/19/04 1 August,04 Revised Hydraulic Computations 1 ' 1 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ■ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ FORBIDS DUE 19_❑PRINTS RETURNED AFTER LOAN TO US. Remarks: Marcia, Following the conversation with Jeff Folger,ten(10)Austrian Pine trees were relocated in the northeast corner of the property. The location of the light pole was adjusted accordingly. This set is to replace a set of drawings submitted to your office on August 16, 2004. The traffic report/statement remains unchanged. Tomek Cc:Dustin Mitchell,Mitchell Property Group LLC SIGNED: Phone: (860)345-8357 Fax: (860)345-4077 09/07/2004 TUE 14:55 FAX 860 644 7280 South Windsor Town Hall 1@001 ********************* *** FAX TX REPORT *** ********************* TRANSMISSION OK JOB NO. 2494 DESTINATION ADDRESS 918603454077 PSWD/SUBADDRESS DESTINATION ID ST. TIME 09/07 14:54 USAGE T 00' 29 PGS. 1 RESULT OK MEMORANDUM To: Marcia Banach, Director of Planning From: Jeffrey B. Doolittle, P.E.,Town Engineer f Date: 9/3/04 or RE: App 04-49P, Mitchell Property—38 [dent Road I have reviewed the plans for the Mitchell Property at 38 ddent Road and I have the following comments: 1. The drainage study shows the pervious area and line of 10 Austrian Pines in the northeast comer of the site located just outside the 80 foot wetlands buffer line. This is not shown on the plans submitted. The plans or drainage report need to be corrected so both agree. 2. WPCA review and approval is needed for this site plan. 3. A drain layers permit must be taken out from the Engineering Division prior to the installation of the new oil/water separator, manhole and piping for the sanitary sewer system on site. 4. A street cut permit is needed for the construction of the catch basin on Strong Road. Please-calVme-W245-rif you-hav"ny-questions. PAst-it°Fax Note 7671 °at 'f 0 pages { to era ;, From . OA Yl t Co./Dept. Co. i Phone# Phone 4�W //(/(71 r ,2 10NN SC 01 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 OR CO�� AREA CODE 860/644-2511 August 30, 2004 7004 1160 0002 1p59 5986 Mr. Tomek Grajewski Zuvic Associates, Inc. 1722 Bartholomew Road Middletown, CT 06457 Re: Appl#04-49P, Mitchell Property Group, LLC Dear Mr. Grajewski: Please be advised that the Regular Meeting of the Planning&Zoning Commission in the above referenced matter has been scheduled for Tuesday, September 14, 2004, at 7:30 in the Madden Room of the South Windsor Town Hall, 1540 Sullivan Avenue. Someone must be present at the hearing to represent the application. Two signs advertising the hearing must be posted on the property for ten(10) consecutive days prior to the hearing and must be clearly visible from a town street. Please have one sign posted on Strong Road and one sign posted on Ident Road by Friday, September 3, 2004. Signs can be obtained in the Planning Department. Sincerely, Kelli Koehler Administrative Secretary Marcia Banach -38 Ident Rd Page 1 From: "Tomek Grajewski"<tomek@snet.net> To: "Marcia Banach"<banach@southwindsor.org> Date: 9/9/04 9:06AM Subject: 38 Ident Rd. Marcia, We have a P&Z meeting scheduled for next Tuesday, for the above site. There are few items I would like to touch with you. 1.As indicated by you on our August 6th meeting, one of the lots south of 38 Ident Rd. (L003) is zoned residential, however the present& past use(Astra Manufacturing) indicates otherwise. Additionally, Town Assessor Map(and street cards)describe this lot as"I-zoned", the same as adjacent lot(#50). Both parcels are owned by Mr. George Haller. Therefore, we don't show a 50' buffer along our southern property line. 2. 1 have received comments from Jeffrey Doolittle. The comment No.1 refers to discrepancy between the drainage study and site plan following relocation of 10 Austrian Pines trees. His remark is absolutely correct, but the revised drainage study was submitted concurrently with a new site plan. (and with transmittal letter.) Please let me know if you need another copy of the revised (August 20)summary of hydraulic analysis. 3. It is my understanding(again following the August 6th meeting)that we are keeping the former Tabacco Valley Sanitation site use as "trash hauling and truck maintenance facility"for the purpose of the Site Plan Application. What are the steps required to change the site use in future to a school bus parking & maintenance facility? Should this change be better proposed at the P&Z meeting? Thanks, Tomek E Marcia Banach - Re: 38 Ident Rd. Page 1 From: Marcia Banach To: Grajewski, Tomek Date: 9/13/04 7:54AM Subject: Re: 38 Ident Rd. Tomek, We need the actual site plan to reflect the usage as a school bus storage site, showing the actual number and location of school bus parking spaces; as well as a traffic report/statement detailing the traffic flow of the school buses. If this application goes forward tomorrow night as is, staff will be in the position of having to tell Planning &Zoning that we haven't been able to fully evaluate the proposal because we have not had enough information. My suggestion is that the application NOT go forward Tuesday night, but be rescheduled after all the information has been provided. Please let me know ASAP whether this will be done. Thanks. Marcia Banach, AICP Director of Planning Town of South Windsor 1540 Sullivan Ave, South Windsor, CT 06074 860-644-2511 x 253 banach@southwindsor.org www.southwindsor.org >>>"Tomek Grajewski"<tomek@snet.net>09/10/04 02:43PM >>> Marcia, Wayne Gerlt called me and ask me to discuss the next Tuesday P&Z application (in behalf of Mitchell Property Group)with you. I really have to apologize to you and your staff for the bits and pieces that you are getting in regard to the future site use. Today,we had another meeting with Laidlaw Bus Company. The conclusion was that they were very much interested in relocating from 90 Brookfield Street to 38 Ident Rd. They are currently leasing 3 full (approx. 100' long) bays and a limited office space at 90 Brookfield St. At 38 Ident Rd. facility they would like to utilize 3 full bays and enhanced office space that would include a proper lounge for drivers and additional space for parts, mostly replacement tires. The proposed building at 38 Ident Rd. will consist of five(5) bays, therefore two bays will be available for a lease to another, still undetermined at this point, tenant. Mitchell Property Group has a similar building in East Hartford (7 bays)and this setup is working apparently very well. Mr. Dustin Mitchell will be at the Tuesday meeting to elaborate further about the East Hartford facility and the proposed 38 Ident Rd. site use issue. Please let me know what else can we provide to your office prior to the meeting. Tomek ZUVIC ASSOCIATES INC. 1722 Bartholomew Rd. Middletown, CT. 06457 FAX Date: Sept:1dent :sheet: Project:Number of pages incl 4 To: Marcia Banach,AICP From: Tomek Grajewski P.E. Director of Planning E-mail:tmek@snet.net. Town of South Windsor Phone. (860)644-2577 x 253 Phone: (860)345-8357 Fax: (860)644-7280 Fax: (860)345-8357 REMARKS: ❑ Urgent ❑ For your review ® Reply ASAP ® Please comment Marcia, Attached you will find a revised site plan reflecting the parking layout for buses and for additional tenant. Currently Laidlaw operations at 90 Brookfield Street are supported by up to 51 vehicles, including 11 small vans and 35-40 oversize buses varying in length from 40 to 50'. The vehicle width is 8.5'. The proposed building will consists of six bays (I mentioned earlier incorrectly five bays) of 100' in length. The bus company will lease min. 4 bays, with remaining two going to undetermined yet tenant. Traditionally (at 90 Brookfield St.) all bays are occupied; (especially in winter) however for the purpose of parking arrangement only 50%of the indoor capacity will be used. Site can accommodate total of 58 outdoor parking spaces(in addition to 45 employee spaces). The are divided as follows: Bus Company: (4 spaces indoor&47 spaces outdoor) -5-spaces l x24' 10 spaces 10'x40' 32 spaces 10'x50' Additional Tenant: 10 spaces 10'x40' I have also attached a letter report from the traffic engineer, DLS Consulting, as you requested. Tomek L e5ed !VgVEC:OG to-VL-dee `LLOV-9ve-099 831VI008SV OIMz :A9 iues Sent By: ZUVIC ASSOCIATES 860-345-4077; Sep-14-04 10:32AM; Page 2/4 A/ aJ .. o� `� _ i j rr I 40 I QUl !! t 4J X. m a a v CD-`,:. j IdrL. , C4 Ana /mow ivy �� a\� „.d.FSp,tCft�;.:t�.11t "' ,a 9. •'`+ .• ..-• �"- r _. 14, .` �pReof ivement t LOCP � /rLp 1\ •ill/ s�' o ouTo I;/ c*i ge ` r``` o / 1 AR W SPAC , ` �' f / OP OSE o'x1o' ICLE a' N/F SEE DRA ' Grc;ve ' MARYLOU LLC. Crushed "...tone l i 1 w t $� o y `TRUooR h PROPOSED NEW LOCATION o STOR (0 EA / f, 00 ^rusna e y/ h LIMIT OF BUILDING EXPANSION 10 S / j U w`w w w w Q w w 1 d H O U)co w w w tv/>- N PROPOSED DUMPSTER ON 12'X19' GEORGE HALL ER EX. I.P. m TRUSTEE 41 U ZUV1C ASSOCIATES ; Page 2 Received: 9/ 141U4 9'38AM' E3�o tie 931 960 219 9916 09/14/04 09n4Sam P. 002 DLS CONSULTING DLS Consulting Traffic Engineering Services Windsor,Connecticut 06095 Phone: 860.298.9316 14 Sent Road Fax: 860.219.9316 F-mail:dlspe@,,aoLcom September 14, 2004 Marcia A.Banach Director of Planning Town.of South Windsor 1540 Sullivan Avenue South Windsor,Connecticut 06074 Re: 1'raffic Statement Addendum Mitchell Property Group,LLC, Site Plan,38 Ident Road South Windsor, Connecticut Dear Marcia: This addendum to our August 20, 2004 Traffic Statement provides additional information regarding the use of 38 Ident Road for school bus storage. The school busses would service South Windsor schools and their departure and return times would be staggered depending on the school and route taken. The morning school bus trips overlap the morning commuter rush hour and the peak of the area roadways, Field afternoon school bus that areaerally occur roadways have sufficienng the t capacity hours ap city toaccommodate the school bu observations indicate traffic. The sight distance discussion in our August 20,2004 Traffic Statement is applicable to school buses. The school bus is approximately the same as a single unit truck for sight distance criteria included in the latest ConnDOT guidelines. As discussed in our Traffic Statement,the sight lines from the existing driveways are adequate for single unit trucks and,therefore,are adequate for school buses exiting the site. We trust that this additional information will be helpful in your review of 38 Ident Road. Should you have any questions on the above information, please feel free to call. Very truly yours, DLS Consulting e David L. Spear,P.E. Principal cc: Totxaek Grajewski,P.F.,Luvic Associates,Inc. t/t ebed !VjVCC:0[ to-tl-deS °LLOt-9te-099 63i`dI0088`d OIMZ :Ae ;ues Appl #04-49P, Mitchell Property Group LLC September 14, 2004 Planning Department Report 1. Request for site plan approval to construct an addition to an existing industrial building at 38 Ident Road, I zone. This site previously housed Tobacco Valley Sanitation, which operated a refuse collection and disposal business including parking of trucks and storage of dumpsters. 2. The addition will include a new apartment. The industrial zone regulations allow residential use when a single family dwelling or apartment is occupied by a person who is the owner, manager, caretaker or janitor of the facility. 3. Maximum impervious coverage allowed is 89%, per variance granted in 1995; 81%proposed. Lot size is 3 acres; minimum lot size allowed is 1/2 acre. Frontage is 443; minimum allowed is 100. Front yard setback is 35 feet, 35 feet allowed. 4. The applicant had indicated that the future user is unknown, but recently indicated that the new use may include storage of school buses to be moved from Brookfield Street. Staff had a difficult time evaluating the proposed site plan because of the unknown nature of the future occupant; and we just received today a site plan revision showing school bus storage. Unfortunately this is not enough time to allow staff to review and evaluate the proposal, so we request the Commission to table this application to allow staff adequate time to review the proposal. 5. The traffic statement notes that the previous use had 20 to 30 trucks parked on- site, with 80 to 100 vehicle trips per day, primarily trucks. The current plan shows 2 areas for truck storage, with a total of 57 storage spaces. It is difficult to determine adequacy of the truck storage and traffic flow without knowing what types of trucks will be used, as there is such a wide range of possibilities. 6. Our parking requirement for the site as proposed is 45 spaces; 45 existing spaces have been provided. The garage will have five large bays, with overhead doors on each side of the building for drive-through. 7. The site has adequate screening around the main storage area. There is a residentially-zoned property to the south of this site, which triggers a buffer requirement. The residentially-zoned property has a major driveway to an industrial building on an adjacent property, and this arrangement dates back at 1 Marcia Banach - Re PZC for 38 [dent Rd Page 1 From: Marcia Banach To: Grajewski, Tomek Date: 9/14/04 1:15PM Subject: Re: PZC for 38 Ident Rd. Tomek, I will be requesting the Planning&Zoning Commission to table this application tonight. The school bus use may be a fine use for this site, but tall need to evaluate the proposal for school buses, and we can't accomplish it the afternoon of the meeting.As far as traffic impact,we need a more detailed analysis than "the morning school bus trips overlap the morning commuter rush hour and the afternoon school bus trips generally occur during the off peak hours." If the Commission agrees with our request, we will reschedule for another PZC meeting. Marcia Banach, AICP Director of Planning Town of South Windsor 1540 Sullivan Ave, South Windsor, CT 06074 860-644-2511 x 253 banach@southwindsor.org www.southwindsor.org >>>"Tomek Grajewski"<tomek@snet.net>09/14/04 11:05AM >>> Marcia, I have faxed to your office the parking arrangement for the above site as requested in your e-mail. Fortunately, we are already aware(from 90 Brookfield St. operations)what specific parking space(s) works for Laidlaw. The traffic statement/report has been revised as well. We will provide to Ms. Kelli Koehler revised site plan drawings +additional architectural drawings at approx. 1 pm. today. Please let me know if you have any questions. Tomek CC: Doolittle, Jeff; Lipe, Michele I�Larcia'3anach Re Fw 38 Ident Road, South windsor.qr...��CT ;_.,3...,.. � m. Page 1 From: Marcia Banach To: Grajewski, Tomek Date: 9/17/04 8:51 AM Subject: Re: Fw: 38 [dent Road, South windsor, CT Tomek, We need traffic volumes, peak hour turning movements, LOS for the buses at the new location(the usual traffic information for a new use). What's most relevant is their impact on the immediate vicinity, not that the schools are in the same location and the same number of buses will be used as are used from Brookfield Street. Thanks for your assistance. Marcia Banach, AICP Director of Planning Town of South Windsor 1540 Sullivan Ave, South Windsor, CT 06074 860-644-2511 x 253 banach@southwindsor.org www.southwindsor.org >>>"Tomek Grajewski"<tomek@snet.net>09/14/04 03:56PM >>> Marcia, Please review a following response from Mr. David Spear, DLS Consulting in regard to 38 [dent Rd. bus use. Let me know your comments. Tomek -----Original Message----- From: DLSPE cDaol.com To: tomek _snet.net Sent:Tuesday, September 14, 2004 3:25 PM Subject: 38 Ident Road, South windsor, CT Tomek, Our original traffic statement for 38 Ident Road discusses less than 20 truck trips during peak hours at the sites —The-school-bus-use-of-the-site-is-expected-to-generata-approximately 40_orJess bus-trip"uring-he morning peak hour. These trips will be the primary use of the site and will replace most of the truck trips previously discussed. The bus traffic during the afternoon peak hour will be nominal because the afternoon school bus peak hour precedes the afternoon roadway peak hour. Therefore, the morning school bus traffic will be somewhat higher than the truck trips previously discussed and the afternoon peak hour will be less than the truck trips previously discussed. As shown in the count data attached to our August 16, 2004 traffic statement, the morning peak hour volumes are lower than the afternoon peak hour volumes on area roads. Area roadways have sufficient capacity to accommodate the school buses without a significant change in traffic operations. It should also be noted that the school busses are currently stored at 90 Brookfield Street. The bus traffic will not be new to Town roadways (i.e., the school buses are currently running and are part of existing traffic volumes). The school locations are the same and bus routes will be similar to previous routes. The Marcia'danach-- Re Fw 38 Ident Road, South wndsor, CT Ident Road site provides more direct access to a primary arterial than does the Brookfield Street site. Accordingly, the Ident Road site will provide improved overall school bus traffic flow for the Town of South Windsor. Dave David L. Spear, P.E. DLS Consulting Traffic Engineering Services 14 Bent Road Windsor, CT 06095-1631 P: 860.298.9316 F: 860.219.9316 E-mail: dlspe(a)aol.com CC: Bond, Sgt. Rich; Doolittle, Jeff W N St4 y � -0� O-PSa� V&U&Iot 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�OSOR-CO TELEPHONE (860) 644-2511 September 29,2004 Mr. Tomek Grajewski Zuvic Associates, Inc. 1722 Bartholomew Road Middletown, CT 06457 Re: Appl#04-49P, Mitchell Property Group, LLC Dear Mr. Grajewski: Please be advised that the Regular Meeting of the Planning&Zoning Commission in the above referenced matter has been scheduled for Tuesday, October 12, 2004, at 7:30 in the Madden Room of the South Windsor Town Hall, 1540 Sullivan Avenue. Someone must be present at the hearing to represent the application. Two signs advertising the hearing must be posted on the property for ten(10) consecutive days prior to the hearing and must be clearly visible from a town street. Please have one sign posted on Strong Road and one sign posted on Ident Road by Friday, October 1,2004. Signs can be obtained in the Planning Department. Sincerely, Kelli Koehler Administrative Secretary MEMORANDUM To: Marcia Banach, Director of Planning From: Jeffrey B. Doolittle, P.E., Town Engineer Date: 10/5/04 RE: App 04-49P, Mitchell Property—38 Ident Road I have reviewed the revised plans for the Mitchell Property at 38 Ident Road and I have the following comments: 1. The pavement on Strong Road and Ident Road does not appear to be wide enough to allow a bus to make the turn around the comer of these two roads without crossing over into the opposing lane of traffic. This will interfere with traffic flow and could lead to an accident. Revise the plan to show widening of the pavement on Strong and/or Ident road to allow the busses to safely turn the comer of these two roads without crossing the center line and interfering with opposing traffic. 2. The driveway needs to be widened or made one-way circulation to accommodate the turning radius of busses. 3. Check and verify the utility locations shown on the plans. Especially the location of the water and electrical service for this site. 4. WPCA review and approval is needed for this site plan. 5. A drain layers permit must be taken out from the Engineering Division prior to the installation of the new oil/water separator, manhole and piping for the sanitary sewer system on site. 6. A street cut permit is needed for the construction of the catch basin on Strong Road. Please call me (x 245) if you have any questions. ''10/06/2004 WED 14:44 FAX 860 644.7280 ) ';South Windsor Town.Hall 0001 A 4 *** FAX TX REPORT *** TRANSMISSION OK JOB NO. 2734 DESTINATION ADDRESS 918603454077 PSWD/SUBADDRESS DESTINATION ID ST. TIME 10/06 14:43 USAGE T 00' 32 PGS. 1 RESULT OK MEMORANDUM To: Marcia Banach,Director of Planning From: Jeffrey B. Doolittle, P.E.,Town Engineer Date. 1015/04 RE: App 04-49P, Mitchell Property—38 Ident Road I have reviewed the revised plans for the Mitchell Property at 38 Ident Road and I have the following comments: 9. The pavement on Strong Road and [dent Road does not appear to be wide enough to allow a bus to make the turn around the comer of these two roads without crossing over into the opposing lane of traffic. This will interfere with traffic flow and could lead to an accident. Revise the plan to show widening of the pavement on Strong and/or [dent road to allow the busses to safely turn the comer of these two roads without crossing the center line and interfering with opposing traffic. 2. The driveway needs to be widened or made one-way circulation to accommodate the turning radius of busses. 3. Check and verify the utility locations shown on the plans. Especially the location of the water and electrical service for this site. 4. WPCA review and approval is needed for this site plan. 5. A drain layers permit must be taken out from the Engineering Division prior to the installation of the new oil/water separator, manhole and piping for the sanitary sewer system on site. 6. A street cut permit is needed for the construction of the catch basin on Strong Road. Please call me(x 245)if you have any questions. DLS Consulting Traffic Engineering Services 14 Bent Road Windsor,Connecticut 06095 Phone: 860.298.9316 E-mail: dlspe@aol.com Fax: 860.219.9316 October 8, 2004 ' Marcia A. Banach Director of Planning ' Town of South Windsor 1540 Sullivan Avenue South Windsor, Connecticut 06074 ' Re: Traffic Study ' Proposed Building Expansion 38 Ident Road South Windsor, Connecticut ' Dear Marcia: ' DLS Consulting has completed its study of the traffic engineering aspects of the proposed building expansion and reuse of 38 Ident Road for school bus storage. The bus use at this site represents a relocation of the bus use from 90 Brookfield Street. A small commercial use is planned ' for the south end of the site. Access to the site will be provided by two existing curb cuts on Ident Road. The northerly curb cut will be used for the bus related traffic and the southerly curb cut will be used by the small commercial business. ' Our study includes observations of area traffic operations and characteristics, review of Connecticut Department of Transportation count data, completion of manual turning movement ' counts,projection of background volumes,estimation of site generated traffic volumes,distribution of site generated traffic, projection of combined volumes and completion of capacity analysis calculations. The volume development and capacity analysis calculations were completed for the ' following intersections: • Ident Road at South Site Driveway ' 0 Ident Road at North Site Driveway • rong Road atlden oa' ' Route 5 at Strong Road Certain specialized traffic engineering terms will be used in this report. A glossary of these ' terms is included in Attachment 1. EXISTING CONDITIONS The site is located on the on the southeast corner of the intersection of Strong Road and Ident Road. The site is currently vacant. Land use in the area is mixed with commercial and residential uses. Excellent regional access to the site is provided by Route 5 via Strong Road. Figure 1 is a site location plan showing the relationship of the site to the area and regional roadways. DLS Consulting Marcia A. Banach October 8, 2004 ' Page Two Roadway Network and Existing Volumes Ident Road is a north/south roadway intersecting Strong Road under stop sign control to the north and ending in a cul-de-sac to the south. Fourteen single family homes are located on the southern portion of Ident Road and several commercial lots are located on the north end. Our turning movement counts completed in September 2004 show a bi-directional volume of less than 30 vehicles per hour during both peak hours on Ident Road south of Strong Road. ' The Connecticut Department of Transportation completed automatic traffic recorder (ATR) counts on South Windsor roadways in 2001. On Strong Road west of Route 5, the bi-directional ' 2001 average daily traffic (ADT)was recorded at 2,100. ' Route 5 is a north/south arterial roadway with two lanes in each direction and turning lanes provided at key intersections. The intersection of Route 5 and Strong Road is signalized with northbound and southbound left turn lanes and a northbound right turn lane provided. The bi- directional 2001 ADT was recorded at 19,500. A review of bus dispatch information and employee data shows that there are four peak periods ' associated with the bus traffic: 1) the morning arrival of drivers and departure of buses; 2) the morning return of the buses(approximately three hours after departure)and departure of drivers; 3) the afternoon arrival of drivers and departure of buses; and 4) the afternoon return of buses and departure of drivers. A comparison of the four peak periods to the adjacent roadway volumes shows that the 1 S`and ' 4t'bus peak periods coincide with significantly more background volumes than the 2nd and 3rd bus peak periods. Accordingly,the 1"bus peak which occurs from 6:00 to 7:00 a.m.and the 4t'bus peak from 3:50 to 4:50 p.m. were selected for study. ' Figure 2 shows the existing volumes at the study intersections during the 6:00 to 7:00 a.m.and 3:50 to 4:50 p.m. peak hours. The a.m. peak hour volumes are shown followed by the p.m. peak hour volumes in parentheses. Our turning movement count data was reviewed and compared with lre-ComrDO t data irrtlre area—. Our-study volumes-are-evnsistent with-the-ConnD%'J a. Our turning movement counts and the State counts are included in Attachment 2. Sight Distance ' The posted speed limit on Ident Road is 25 mph. No site traffic will arrive from the south or depart to the south on Ident Road. ConnDOT guidelines indicate that intersection sight distance ' (ISD) for 25 mph should be 280 feet for passenger cars, 350 feet for single unit trucks and 425 feet for tractor/semitrailers. DLS Consulting ' Marcia A. Banach October 8, 2004 ' Page Three During our site visit, we reviewed the available ISD from both driveways and found that over ' 425 feet of sight distance is available in each direction from the southerly driveway. Looking left from the northerly driveway,over 425 feet of sight distance is available. Looking right, 260 feet to Strong Road is clear plus approximately 90 feet on the Strong Road approaches for a total of 350 ' feet. Since vehicles are approaching the driveway from a stop or turn, average speeds approaching the northerly driveway are approximately 20 mph or less. For 20 mph,the ConnDOT ISD guidelines are 225 for passenger cars,280 for single unit trucks and 340 for tractor/semitrailers. Therefore,the ' available sight lines at the existing site driveways are adequate for drivers to see and be seen exiting the site. It should be noted that the bus,the larger vehicle exiting from the northerly site driveway, falls into the single unit truck category and needs a 350 foot ISD for 25 mph. PROPOSED CONDITIONS Existing volumes were projected to 2005 using a 2%annual growth factor. The South Windsor Planning Department was contacted to determine if there were any recently approved projects that would generate a significant amount of traffic in the study area prior to completion of this project. Shady Brook Village,a 20 unit age restricted residential development under construction in the area, was identified and its traffic added to our projected background volumes. Figure 3 shows the ' projected background volumes at the study intersections during both peak hours. Site Generated Traffic ' The proposed bus use includes a total of 36 full size buses and 11 van size buses plus employee traffic. The office employee traffic occurs outside of the bus peak hours. In addition a small commercial use is planned for the south end of the parcel. The following trips were estimated: TABLE 1 - TRIP GENERATION ESTIMATE ' Land Use A.M. Peak Hour P.M. Peak Hour Bus Related 92 trips (47 enter, 45 exit) 85 trips (43 enter, 42 exit) Commercial 15 trips (10 enter, 5 exit) 15 trips (5 enter, 10 exit) TOTAL 107 trips (57 enter, 50 exit) 100 trips (48 enter, 52 exit) Directional Distribution and Combined Volumes The directional distribution for the bus use was determined from the dispatch and employee information. The commercial use traffic was distributed based on existing travel patterns. The bus traffic will use the northerly site driveway and the commercial traffic will use the southerly site driveway. Figure 4 shows the distributed site generated traffic. The combined volumes were obtained by adding the distributed site generated traffic to the projected background volumes. The combined volumes are graphically depicted in Figure 5. DLS Consulting ' Marcia A. Banach October 8, 2004 ' Page Four Capacily Analysis The capacity analysis was completed in accordance with the 2000 Highway Capacity Manual methodology as updated. Levels of service run from "A" to "F" with "A" being the best with little ' or no control delays and"F"being the worst with extensive control delays. Table 2 summarizes the capacity analysis. tTABLE 2 - CAPACITY ANALYSIS SUMMARY Level of Service/Control Delay(Seconds) INTERSECTION 2005 A.M. 2005 P.M. CONTROL Peak Hour Peak Hour APPROACH Background Combined Background Combined Ident Rd @ S Site Driveway: STOP Control - - • Ident Rd -SB Left A/7.2 A/7.6 • South Site Drive- Right - A/8.7 - A/8.4 - Ident Rd @ N Site Driveway: STOP Control • Ident Rd -SB Left - A/7.3 - A/7.4 1 North Site Drive- Right - A/8.7 - A/8.6 Strong Road @ Ident Road: STOP Control • Strong Road -WB Left A/7.3 A/7.4 A/7.3 A/7.5 • Ident Road NB A/8.5 A/8.8 A/8.6 A/8.9 Route 5 @ Strong Road: ' SIGNAL Control • Route 5 NB B/19.8 C/20.6 C/33.7 C/33.7 • Route 5 SIB C/22.5 C/22.7 C/27.1 C/27.2 ' Strong Road EB C/23.9 C/24.9 C/24.5 C/25.6 • Strong Road WB C/23.8 C/24.1 C/24.8 C/25.2 INTERSECT C/Z1-.7 C/Z2-.Z C/30-.a C7303-- The site driveway intersections and the Strong Road/Ident Road intersection are unsignalized. As shown in Table 2,the unsignalized intersections operate at level of service"A"during both peak ' hours with projected background and with combined volumes. The Route 5/Strong Road intersection is signalized and operates at level of service"C"during both peak hours with projected background and with combined volumes. The site generated traffic does not significantly impact ' the study intersections. The capacity analysis is included in Attachment 3. DLS Consulting Marcia A. Banach October 8, 2004 Page Five CONCLUSION IThe proposed use of 3 8 Ident Road for bus storage and a small commercial use will include site access through the two existing curb cuts. The available sight lines at the site driveways will allow drivers exiting the site to see and be seen by oncoming traffic. The background volumes in the immediate site vicinity are low. The site driveway intersections and the Strong Road intersection operate at level of service "A"under background and combined volume conditions. Route 5 (John Fitch Boulevard) carries a significant amount of traffic and is designed as a high-volume,high-capacity roadway. Field observations and capacity analyses show that the Route 5/Strong Road intersection can accommodate site generated traffic while maintaining level of service "C" operation. Based on a detailed review of the background and proposed conditions at 38 Ident Road in South Windsor, we have determined that traffic associated with this project can be accommodated without significant impact on area traffic operations. We trust that the above information will be useful in your understanding of the traffic aspects of the proposed development. We appreciate having been of service to you on this project. Should you have any questions concerning this report, please feel free to contact this office. �.• F CON/V Sw Very truly yours, +!p• �,•J�o DLS Consulting ♦•qr '9 G No. 15894% ;�e t4�5,5+l0 ��•`��,a David L. Spear, P.E. •�.,,,,,NAB n.n„a ' Principal ' DLS:eas Attachments Pile:cl.bep0o]TfS.wM 5` � o East . Windsor Hill East 2 Windsor Hill o Cemetery ? o s A A n n CJeonathan F/TCtiM Edwards F a o me cq Ce 'p4o Bancroft O° Iv s 0. `% R Z)k.) S� °gig ram° O Brickyard h10�s mP ��, Pond ' O r- VV o s Center ?oo o s Cemetery � oo ndustrial _ Parke. r„o 22� 38(DENT ROAD Op v$ oo South Windsor,Connecticut Site Location Plan Scale:NTS t RO 22 O Drawn by:DLS O O 6 4i �'96 DLS Consulting Chkd by:EAS Traffic Engineering Services Date: 10/06/04 o. Windsor,CT 06095 Proj.No. 0437 a v (860)298-9316 Figure No. I r - Cl) _o 1-- 10(45) o- 32(42) r ) 1-- 23(27) � 3(12) 41 � LD STRONG ROAD 34(45) —(> Ql F� 4(15) 4-1 �j' rD 9(17) p co ao 0(2) �' o 34(39) -3 M 0 i NC3) � Cl) W � SITE m 1� Lj> N SITE DWY U H ILL v 2 F- LO w LU i M I^ b `1> S SITE DWY M 38 IDENT ROAD South Windsor, Connecticut t LEGEND Existing Volumes Scale:NTS Drawn by:DLS xx(xx)-AM (PM) Peak Hour DLS Consulting Chkd by:EAS Traffic Engineering Services Date: 10/06/04 Windsor,CT 06095 Pro'.No. 0437 (860)298-9316 1 Figure No. 2 t 1 1 1 N s M o� Q 10(46) d- 34(47) ti Cl) 8(12) 3(12) a J J� L. ter— 23(28) STRONG ROAD 4(15) 1 38(49) - al f 0(18) 0(2) c 37(42) d o to N �- O 'V p tl.l SITE m 1� L� N SITE DWY = li p M Z ' v 2 z `a t W W ILI 0 M Iw S SITE DWY M 38 IDENT ROAD South Windsor, Connecticut ' Projected Background Volumes Scale:NTS LEGEND Drawn :DLS DLS Consulting Chkd by:EAS xx (xx)-AM (PM) Peak Hour Traffic Engineering Services Date: 10/06/04 Windsor,CT 06095 Pro'.No. 0437 (860)298-9316 1 Figure No. 3 t ^L 4— 15(22) ' 55(44) b �- STRONG ROAD F8(13) al (� 2(4) v o 25(13) M 14(24) � N LO 45(42) SITE m !v L� N SITE DWY = U H u_ o Z O Z ►n 0 w 5(10) 0 Lj> S SITE DWY ' 38 (DENT ROAD South Windsor, Connecticut LEGEND Distributed Site Scale:NTS Generated Traffic Drawn by:DLS xx (xx)-AM (PM) Peak Hour DLS Consulting Chkd by:EAS Traffic Engineering Services Date: 10/06/04 1 Windsor,CT 06095 Pro'.No. 0437 (860)298-9316 1 Figure No. 4 � 10(46) 34(47) N m Cl) a— 23(34) 58(56) aJ b Lp S 23(28) STRONG ROAD 38(49) —p f 12(28) 29' al 1� FD 35(31) 2(6) M c"vo 51 (66) o N LO Lo v N In ,n e O d' ^L 45(42) SITE ° 00 N SITE DWY U I LL M Z 1 v = � o O I— W W ' C] F— v ui M o 5(10) 0 S SITE DWY M 1 38 IDENT ROAD ' South Windsor, Connecticut LEGEND Combined Volumes Scale:NTS Drawn by:DLS xx(xx)-AM (PM) Peak Hour DLS Consulting Cbkd by:EAS Traffic Engineering Services Date: 1"6104 Windsor,CT 06095 Pro'.No. 0417 (860)298-9316 Figure No. 5 ATTACHMENTS ' 1. Glossary of Technical Terms 2. Count Data ' 3. Capacity Analysis i 1 1 1 1 1 ' 1. Glossary of Technical Terms r i i Glossary of Technical Terms ' To clarify the meaning of certain specialized traffic engineering terms which may be used in this report, the following definitions are offered: 1 Trip is a one-way movement to or from a site. One car entering and leaving a site constitutes two trips. Traffic Generation is the actual number of vehicle movements which may reasonably be expected to be attracted by a specific development. Usually, traffic generation is expressed as a number of trips. Average Daily Traffic (ADT) is the total traffic volume passing a given point or segment of highway on a typical working weekday. Peak Hour Generation is the maximum amount of vehicles which can reasonably be anticipated to be generated at a specific development during its highest volume hour. Depending ' on the type of facility proposed, the amount of vehicles to be generated may vary by time of day. Residential uses typically produce their peak hour of generation coincidentally with the morning and afternoon peak vehicle volume rates of the surrounding roadway network. Trip Distribution is the process of determining that proportion of generated trips that can be expected to originate at any location. Traffic Assignment is the process of assigning the trips which have been distributed from the various points of origin to the roadway system which would provide the most direct route between the points of origin and destination. Average Overflow Queue is the average number of vehicles left in the queue, or line of waiting vehicles, at the beginning of the green light period. Capacity and Level of Service(LOS)are terms utilized to describe the ability of a roadway ' to handle its traffic assignment. Levels of Service at signalized intersections are defined in terms of control delay per vehicle. Definition of Level of Service versus control delay per vehicle is given in Exhibit 16-2 of the Highway Capacity Manual, "HCM 2000," and are shown below. Control Delay includes initial deceleration delay,queue move-up time, stopped delay,and final acceleration delay. Total delay is the difference between the travel time actually experienced ' and the reference travel time that would result during conditions with ideal geometrics and in the absence of incidents, control, and traffic. Control delay includes only that portion of total delay attributed to traffic control measures, either traffic signals or stop signs. LEVEL OF SERVICE CRITERIA 6R STGNALtZED tNTERSECTtf3NS Average Control Expected Delay Level of Service Delay per Vehicle Due Average Vehicle 1 sec A <10 Little or no delay. g >10 and <20 Short traffic delays. C >20 and <35 Average traffic delays. D >35 and <55 Long traffic delays. E >55 and <80 Very long traffic delays. F >80 Over capacity. A- 1 ' Levels of Service (LOS) at two-way stop controlled (TWSC) and all-way stop controlled (AWSC) intersections are defined in terms of average control delay. Definitions of Levels of Service versus average control delay are shown in Exhibits 17-2 and 17-22 of the Highway Capacity Manual (Special Report 209, Updated 2000) and are shown below. ' LEVEL OF SERVICE CRITERIA FOR TWSC AND AWSC INTERSECTIONS Level of Service Average Control Delay sec/veh A <10 g >10 and <15 C >15 and <25 D >25 and <35 E >35 and <50 F >50 I' A- 2 C� A 0 U ' N � � � � � � � � � i CONNECTICUT COUNTS INC. KENSINGTON, CONNECTICUT 06037 Istrong Road at Ident Road (860) 828-1693 File Name : 3814 South Windsor, Connecticut Site Code : 00003814 Start Date : 09/29/2004 ' Page No : 1 Groups Printed- Unshifted Strong Road Ident Road Strong Road From North From East From South From West Start Rig Thr Left Red I App. Rig Thr Left Ped App. Rig Thr Left Ped App. Rig =Led App. Int.Time ht u s Total ht u s Total ht u s Totat hts Total Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 :06:00 AM 0 0 0 0 0 0 7 0 0 7 1 0 0 0 1 0 1 0 0 1 9 1 06:15AM 0 0 0 0 0 , 0 5 3 0 8 , 0 0 0 0 0 0 7 0 0 7 5 06:30 AM 0 0 0 0 0 0 11 0 0 11 2 0 0 0 2 0 15 0 0 15 28 06:45 AM 0 0 0 0 0 0 9 0 0 9 2 0 0 0 2 0 11 0 0 11 22 Total 0 0 0 0 01 0 32 3 0 35 5 0 0 0 5 0 34 0 0 34 74 07:00AM 0 0 0 0 0 0 3 3 0 6 2 0 0 0 21 0 6 0 0 6i 14 07:15 AM 0 0 0 0 0 1 9 2 0 12 5 0 1 0 6 0 5 0 0 5 23 07:30 AM 0 0 0 0 0 I 0 5 2 0 7 0 0 0 0 0 0 10 0 0 10 17 07:45 AM 0 0 0 0 0 0 5 2 0 7 5 0 0 0 5 0 9 0 0 9 21 Total 0 0 0 0 0 1 22 9 0 32 12 0 1 0 13 0 30 0 0 30 75 ' Grand o 0 0 0 0 1 54 12 0 67 17 0 1 0 18 0 64 0 0 641 149 Total A rch 80. 17. 94. 100 pp % 0.0 0.0 0.0 0.0 1.5 6 9 0.0 4 0.0 5.6 0.0 0.0 0 0.0 0.0 Total % 0.0 0.0 0.0 0.0 0.0 0.7 36. 8.1 0.0 45.0 11.4 0.0 0.7 0.0 12.1 0.0 43. 0.0 0.0 43.0 1 1 0 0 0 o 0 0 0 0 0 ' CONNECTICUT COUNTS INC. KENSINGTON, CONNECTICUT 06037 Strong Road at Ident Road (860) 828-1693 File Name : 3814 South Windsor, Connecticut Site Code : 00003814 Start Date : 09/29/2004 Page No : 2 Strong Road ►dent Road Strong Road From North From East From South From West Start Rig Thr Left Ped App. Rig Thr Left Ped App. Rig Thr Left Ped App. Rig I Thr Left Ped App. Int. Time ht u s Total , ht u s Total ht u s Total ht u s Total Total eak Hour From 06:00 AM to 07:45 AM - Peak 1 of 1 Intersecti 06:30 AM on Volume 0 0 0 0 0 1 32 5 0 38 11 0 1 0 12 0 37 0 0 37 87 ' Percent 0.0 0.0 0.0 0.0 2.6 84.. 13. 0.0 91. 0.0 8.3 0.0 0.0 100 0.0 0.0 2 206:30 0 0 0 0 0 0 11 0 0 11 2 0 0 0 21 0 15 0 0 15 28 Volume 1 i ' 0.777 Peak Factor High Int. 5:45:00 AM 07:15 AM 07:15 AM 06;30 AM Volume 0 0 0 0 0 1 9 2 0 12 5 0 1 0 6 0 15 0 0 15 ' Peak 0.79 0.50 0.61 Factor 2 0 7 O W. "F--► North �_-2Cn N , o10 a, o �129QG04 6:30:00 AM 3`O 20047:15:00AM CAo O y S Mhifted CL 01 11 ''Q. y O •Oi u N N Left Ri ht Peds 1 11 0 i2 17 Out In Total Ident Road CONNECTICUT COUNTS INC. KENSINGTON, CONNECTICUT 06037 ttrong Road at Ident Road (860) 828-1693 File Name : 3815 South Windsor, Connecticut Site Code : 00003815 ' Start Date : 09/29/2004 Page No : 1 Groups Printed-Unshifted Strong Road Ident Road Strong Road From North _ From East _ T From South From West Start RigT 4-ou-r Ped App. Rig Thr Ped App. Rig Thr Ped App. Rig Thr PedApp.LeftLeft Left Left Time ht s Total ht u s Total ht u s Total ht u s Total Total - - Factor._,__1_0_......_1 _1.0,_.._.,..1.0... 1.0 1.0 1.0 1.0 1.0 1.0 1.0 J 1.0 1.0 1.0 I.0 1.0 03:00 PM 0 0 0 0...... -_0_..__.O.._.._._9 .........2_..._._....o.._..._..__ . _.....-.. 4 _.....__._O. . - i..-...._.._O_...._........_.5. __...._O ___..._.9_..._.......Q...____._0..._........__9 __.._.....25 11 03:15PM 0 0 0 0 0 0 8 1 0 9 0 0 0 0 0 0 7 0 0 7 16 03:30 PM 0 0 0 0 0 0 5 10 0 15 1 0 0 0 1 1 5 0 0 6 22 03:45 PM 0 0 0 0 0 0 9 2 0 11 5 0 0 0 5 1 10 0 0 11 27 � Total 0 0 0 0 0 0 31 15 0 46 10 0 1 0 11 2 31 0 0 33 90 04:00 PM 0 0 0 0 0 0 14 2 0 16 3 0 0 0 3 0 11 0 0 11 30 04:15 PM 0 0 0 0 0 0 11 2 0 13 4 0 0 0 4 1 14 0 0 15 32 04:30 PM 0 0 0 0 0 0 10 2 0 12 1 0 0 0 1 1 8 0 0 9 22 04:45 PM 0 0 0 0 0 0 7 6 0 13 5 0 0 0 5 0 12 0 0 12 30 Total 0 0 0 0 0 0 42 12 0 54 13 0 0 0 13 2 45 0 0 47 114 ' Grand 0 0 0 0 0 0 73 27 0 100 23 0 1 0 24 4 76 0 0 80 204 Total 5. Apprch /0 0.0 0.0 0.0 0.0 0.0 7 p 3. 2 0 0.0 7. 9 8 0.0 4.2 0.0 5.0 5. 9 0 0.0 0.0 Total % 0.0 0.0 0.0 0.0 0.0 0.0 38 13. 0.0 49.0 11. 0.0 0.5 0.0 11.8 2.0 37. 0.0 0.0 39.2 ' C ONNECTICUT COUNTS INC. KENSINGTON, CONNECTICUT 06037 Strong Road at Ident Road (860) 828-1693 File Name : 3815 South Windsor, Connecticut Site Code : 00003815 ' Start Date : 09/29/2004 Page No : 2 Strong Road Ident Road Strong Road From North From East From South From West Start Rig Thr =PeApp. Rig Thr Ped App. Rig Thr Ped App. Rig Thr Ped App. Int. Time ht u Left ht u Left s Total ht u Left s Total ht u Left s Total Total eak Hour From 03:00 PM to 04:45 PM - Peak 1 of 1 Intersecti 04:00 PM i on Volume 0 0 0 0 0 0 42 12 0 54I 13 0 0 0 13 2 45 0 0 47 114 ' Percent 0.0 0.0 0.0 0.0 0.0 77. 22. 0.0 100 0.0 0.0 0.0 4.3 95. 0.0 0.0 8 204:15 0 0 0 0 0 0 11 2 0 13 4 0 0 0 4 1 14 0 0 15 32 Volume Peak 0.891 ' Factor High Int. 2:45:00 PM 04:00 PM 04:45 PM 04:15 PM Volume 0 0 0 0 0 0 14 2 0 161 5 0 0 0 5 1 14 0 0 151 ' Peak 0.84 0.651 0.78 Factor j 4 01 3 1°° 1 0 °� I `� —► North ' o o o, a /29/2004 4 00:00 PM Q /29/2004 4:45:00 PM +' 0 N Unshifted O I n LJ N� Left Ri ht Peds 0 13 0 ' 14 t3 27 Out In Total Ident Roast - - — - ' CONNECTICUT COUNTS INC. KENSINGTON, CONNECTICUT 06037 11oute 5 at Strong Road (860) 828-1693 Fite Name : 3816 South Windsor, Connecticut Site Code : 00003816 ' Start Date : 09/29/2004 Page No : 1 Groups Printed- Unshifted Route 5 Strong Road Route 5 Strong Road From North From East From South From West Start . Rig Thr Left Ped ! App. I Rig I Thr Left Ped App. Rig Thr Left Ped App. Rig Thr Left Ped App.i Int. Time ht u s 1 Total : ht u s Total ht u s Total ht u s Total Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 06:00 AM 2 130 3 0 1351 1 2 8 0 11 1 69 4 0 74 I 3 0 1 0 4 224 06:15 AM 2 135 7 0 1441 1 2 3 0 6 2 95 4 0 101 10 0 1 0 11 262 06:30 AM 1 196 14 0 2111 3 2 6 0 11 4 107 6 0 117 10 4 0 0 14 353 06:45 AM 2 205 11 0 2181 5 2 6 0 13 10 122 13 0 145 11 5 2 0 18 394 Total 7 666 35 0 7081 10 8 23 0 41 17 393 27 0 4371 34 9 4 0 47 1233 07:00 AM 1 251 11 0 263 ! 2 3 11 0 16 4 98 4 0 106 6 3 2 0 11 396 07:15 AM 6 274 7 0 287 2 7 7 0 16 4 109 13 0 126 7 7 1 0 15 444 07:30 AM 2 285 6 0 293 4 1 21 0 26 6 136 15 0 157 12 1 1 0 14 490 07:45 AM 2 259 11 0 272 2 0 9 0 11 3 159 11 0 173 9 1 0 0 10 466 Total 11 106 35 0 1115 10 11 48 0 69 17 502 43 0 562 34 12 4 0 50 1796 ' GrandTotal 18 173 70 0 1823 20 19 71 0 110 34 895 70 0 999 68 21 8 0 97 3029 95 18. 17. 64, 89 70. 21. Apprch°/0 1.0 2 3.8 0.0 2 3 5 0.0 3.4 6 7.0 0.0 1 6 8.2 0.0 ' Total % 0.6 57. 2.3 0.0 60.2 0.7 0.6 2.3 0.0 3.61 1.1 29.5 2.3 0.0 33.0 2.2 0.7 0.3 0.0 3.2 1 CONNECTICUT COUNTS INC. KENSINGTON, CONNECTICUT 06037 Route 5 at Strong Road (860) 828-1693 File Name : 3816 South Windsor, Connecticut Site Code : 00003816 ' Start Date : 09/29/2004 Page No : 2 Route 5 Strong Road Route 5 Strong Road From North From East From South From West Start Rig Thr Ped App. Rig Thr Ped App. Rig Thr Ped App. Rig Thr Ped App. Int. Time ht u Left s Total ht u Left s Totai ht u Left s Total ht a Left s Total Total eak Hour From 06:00 AM to 07:45 AM . Peak 1 of 1 Intersecti 07:00 AM on Volume 11 106 35 0 1115 10 11 48 0 69 17 502 43 0 562 34 12 4 0 50 1796 Percent 1.0 95. 3.1 0.0 14. 15. 69. 0.0 3.0 89. 7.7 0.0 68. 24. 8.0 0.0 ' 07:30 2 285 6 0 293 4 1 21 0 26 6 136 15 0 157 12 1 1 0 14 490 Volume 0.916 Peak Factor High Int. 07:30 AM 07:30 AM 07:45 AM 07:15 AM ' Volume 2 285 6 0 293 4 1 21 0 26 3 159 11 0 173 7 7 1 0 15 Peak 0.95 0.66 0.81 0.83 Factor 1 3 2 3 ' Route In Out In Total 516 11151 1631 ' 1 111 10691 351 0 Right Thru Left Peds 4j 1 �► A.C.. ' N North = c 1-- 2912004 7.00:00 AM o, o m /29/2004 7:45:00 AM w° ~3 c"'o Unshifted O Left Thru Right Peds ' 43 502 17 0 1151 562 1713 ' Out In Total - - _ Route 5 i CONNECTICUT COUNTS INC. KENSINGTON, CONNECTICUT 06037 Foute 5 at Strong Road (860) 828-1693 File Name : 3817 South Windsor, Connecticut Site Code : 00003817 I ' Start Date : 09/29/2004 Page No : 1 Grou s Printed• Unshifted Route 5 Strong Road Route 5 Strong Road From North From East From South From West Start Rig Thr Ped App. Rig Thr Ped App. Rig Thr Ped App. Rig Thr Ped App. Int. Time ht u Left s Total ht u Left s Total ht u Left s Total ht u Left s Total Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.01 1.01 1.0 1.0 1.01 1.0 1.0 03:00 PM 1 144 8 0 153 9 4 7 0 20 10 143 10 0 163 15 3 1 0 19 355 03:15 PM 4 150 6 0 160 1 3 5 0 9 6 124 8 0 138 6 4 5 0 15 322 03:30 PM 2 148 7 0 157 14 3 10 0 27 3 151 10 0 164 8 2 2 0 12 360 03:45 PM 2 93 3 0 98 6 1 3 0 10 4 99 14 0 117 7 2 5 0 14 239 Total 9 535 24 0 568 30 11 25 0 661 23 517 42 0 5821 36 11 13 0 601 1276 04:00 PM 3 130 6 0 139 6 3 6 0 15 6 135 10 0 151 14 4 4 0 22 327 04:15 PM 4 119 5 0 128 7 0 3 0 10 3 149 12 0 164 10 7 3 0 20 322 04:30 PM 0 111 6 0 117 21 6 13 0 40 11 189 8 0 208 7 1 6 0 14 379 04:45 PM 3 144 6 0 153 11 2 5 0 18 8 •205 14 0 227 8 5 2 0 15 413 Total 10 504 23 0 537 45 11 27 0 83 28 678 44 0 750 39 17 15 0 7111441 Grand' 103 I I 119 Total 19 9 47 0 1105 75 22 52 0 149 51 5 $6 0 1332 75 28 28 0 131 2717 94 50. 14. 34. 89 57. 21. 21. Apprch % 1.7 0 4.3 0.0 3 8 9 0.0 3.8 7 6.5 0.0 3 4 4 0.0 ' Total % 0.7 38 1.7 0.0 40.7 2.8 0.8 1.9 0.0 5.5 1.9 44. 3.2 0.0 49.0 2.8 1.0 1.0 0.0 4.8 CO NNECTICUT COUNTS INC. KENSINGTON, CONNECTICUT 06037 Route 5 at Strong Road (860) 828-1693 File Name : 3817 South Windsor, Connecticut Site Code : 00003817 ' Start Date : 09/29/2004 Page No : 2 Route 5 Strong Road Route 5 Strong Road I From North From East From South From West !::i tart Rig Thr Left Ped App. Rig Thr Left Ped App. Rig Thr Left Ped App. Rig Thr Left Ped App. Int. ime ht u s Total ht u s I Total ht I u s Total ht u s Total Total eak Hour From 03:00 PM to 04:45 PM - Peak 1 of 1 Intersecti 04:00 PM on Volume 10 504 23 0 5371 45 11 27 0 83 28 678 44 0 750 39 17 15 0 71 1441 ' Percent 1.9 93. 54. 13. 32. 90. 54. 23. 21. 0.0 9 4.3 0.0 2 3 5 0.0 3.7 4 5.9 0.0 9 9 1 i 04:45 3 144 6 0 153 11 2 5 0 18 8 205 14 0 227 8 5 2 0 15 413 ' Volume Peak 10.872 Factor High Int. 04:45 PM 04:30 PM 04:45 PM 04:00 PM Volume 3 144 6 0 153 21 6 13 0 401 8 205 14 0 227 14 4 4 0 22 ' Peak 0.87 0.51 0.82 0.80 Factor 7 9 6 7 oute ' out In Total 738 1 537 1 1275 101 5041 231 0 ' Right Thru Left Peds 4J 1 L* m roi , O North °D 0 `�— 2 o,c �129/2-004 4:00:00 PM m or, 20044:45:OOPMd�� No hifted -r Ex 0 o w m o a L p No Left Thru Ri ht Peels ' 44 678 28 0 570 750 1320 out In Total Route 5 ' 13201SIB2001 STA TYPE : O STA NO 132 0151 ' STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION BUREAU OF POLICY AND PLANNING PLANNING INVENTORY AND DATA TRAFFIC RECORDER DATA ' STATION 151 IN SO. WINDSOR DIRECTION: B LOCATED ON STRONG ROAD - WEST OF ROUTE 5 ' DAY SUN MON TUES WED THUR FRI SAT DATE 4/30 5/01 BEG HR ' 12A 0 0 63 0 0 0 0 lA 0 0 27 0 0 0 0 2A 0 0 42 0 0 0 0 ' 3A 0 0 13 0 0 0 0 4A 0 0 65 0 0 0 0 c;A 0 0 107 0 0 0 0 6A 0 0 113 0 0 0 0 ' AM PEAK 7A 0 0 131 0 0 0 0 8A 0 0 133 0 0 0 0 9A 0 0 140 0 0 0 0 ' 10A 0 107 0 0 0 0 0 11A 0 95 0 0 0 0 0 ' 12P 0 131 0 0 0 0 0 iP 0 125 0 0 0 0 0 2P 0 138 0 0 0 0 0 3P 0 134 0 0 0 0 0 ' PM PEAK 4P 0 138 0 0 0 0 0 5P 0 143* 0 0 0 0 0 6P 0 88 0 0 0 0 0 ' 7P 0 73 0 0 0 0 0 8P 0 44 0 0 0 0 0 9P 0 19 0 0 0 0 0 lop 0 46 0 0 0 0 0 11P 0 57 0 0 0 0 0 TOT 0 13 3-8 0 0 0 ' 24-hour total = 2172 RECORDER #001 ACF = NA G - 4 ' *Peak hourly volume 2001 ADT = 2100 FOR STATION 151 IN SO. WINDSOR ' 132002ON2001 STA TYPE: O STA NO 132 0020 ' STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION BUREAU OF POLICY AND PLANNING ' PLANNING INVENTORY AND DATA TRAFFIC RECORDER DATA ' STATION 20 IN SO. WINDSOR DIRECTION: N LOCATED ON RTE US5, NORTH OF GOVERNORS HIGHWAY ' DAY SUN MON TUES WED THUR FRI SAT DATE 5/16 5/17 BEG HR ' 12A 0 0 0 0 123 0 0 lA 0 0 0 0 55 0 0 2A 0 0 0 0 26 0 0 3A 0 0 0 0 39 0 0 ' 4A 0 0 0 0 114 0 0 5A 0 0 0 0 254 0 0 6A 0 0 0 0 498 0 0 ' AM PEAK 7A 0 0 0 0 618 0 0 8A 0 0 0 0 597 0 0 9A 0 0 0 686 0 0 0 ' 10A 0 0 0 637 0 0 0 11A 0 0 0 628 0 0 0 12P 0 0 0 720 0 0 0 ' iP 0 0 0 642 0 0 0 P 0 0 0 Rig 0 0 0 3P 0 0 0 971 0 0 0 ' PM PEAK 4P 0 0 0 1068* 0 0 0 5P 0 0 0 1019 0 0 0 6P 0 0 0 568 0 0 0 ' 7P 0 0 0 365 0 0 0 8P 0 0 0 256 0 0 0 9P 0 0 0 223 0 0 0 lop 0 0 0 160 0 0 0 11P 0 0 0 112 0 0 0 T 0 8-8-74— 0 F ' 24-hour total = 11198 RECORDER #139 ACF = 0 . 95 G - 4 ' *Peak hourly volume 2001 ADT = 9700 FOR STATION 20 NB IN SO. WINDSOR ' 132002OS2001 STA TYPE:O STA NO 132 0020 ' STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION BUREAU OF POLICY AND PLANNING PLANNING INVENTORY AND DATA TRAFFIC RECORDER DATA ' STATION 20 IN SO. WIND SOR DIRECTION: S LOCATED ON RTE US5, NORTH OF GOVERNORS HIGHWAY DAY SUN MON TUES WED THUR FRI SAT DATE 5/16 5/17 BEG HR ' 12A 0 0 0 0 80 0 0 lA 0 0 0 0 37 0 0 2A 0 0 0 0 53 0 0 ' 3A 0 0 0 0 65 0 0 4A 0 0 0 0 109 0 0 SA 0 0 0 0 283 0 6A 0 0 0 0 789 0 0 ' AM PEAK 7A 0 0 0 0 1163* 0 0 8A 0 0 0 0 846 0 0 9A 0 0 0 555 0 0 0 ' 10A 0 0 0 570 0 0 0 11A 0 0 0 592 0 0 0 ' 12P 0 0 0 662 0 0 0 1P 0 0 0 730 0 0 0 2P 0 0 0 736 0 0 3P 0 0 0 978 0 0 0 ' PM PEAK 4P 0 0 0 862 0 0 0 5P 0 0 0 722 0 0 0 6P 0 0 0 481 0 0 0 ' 7P 0 0 0 353 0 0 0 8P 0 0 0 260 0 0 0 9P 0 0 0 201 0 0 0 10P 0 0 0 125 0 0 0 11P 0 0 0 94 0 0 0 TOT 0 0 0 7921 34Z5 0 r ' 24-hour total = 11346 RECORDER #137 ACF = 0 . 95 G - 4 *Peak hourly volume 2001 ADT = 9800 FOR STATION 20 SB IN SO. WINDSOR 1 1 ' 3. Capacity Analysis I 1 1 1 1 I 1 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst DLS File:IRSSDAC Intersection Ident Rd/S Site Dwy 1Agency/Co. DLS Consulting Jurisdiction South Windsor, CT Date Performed 101712004 Analysis Year 2005 Combined Analysis Time Period A.M.Peak Hour Project Description 381dent Road 1 East/West Street: South Site Driveway North/South Street: Ident Road Intersection Orientation: North-South IStudy Period hrs : 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound 1 Movement 1 2 3 4 5 6 L T R L T R Volume 0 5 0 10 3 0 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 1 Hourly Flow Rate,HFR 0 5 1 0 11 3 0 Percent Heavy Vehicles 0 0 Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration T LT 1 Upstream Si nal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 1 L T R L T R Volume 0 0 5 0 0 0 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate,HFR 0 0 5 0 0 0 1 Percent Heavy Vehicles 0 0 40 0 0 0 Percent Grade(%) 0 0 Flared Approach N N 1 Storage 0 0 RT Channelized 0 0 Lanes 0 0 1 0 0 0 1 Configuration I R Delay,Queue Length.and Level of Service Approach NB SB Westbound Eastbound 1 Movement 1 4 7 8 9 10 11 12 Lane Configuration LT R (vph) 11 5 C(m)(vph) 1630 977 95%queue length - -- - 0.02 - - 0.02 Control Delay 7.2 - 8.7 - LOS - A A - Approach Delay - - - 8.7 Approach LOS Rights Reserved 1 HCS2000Tsr Copyright®2003 University of Florida,All Rights Reserved Version 4.1 d Version 4.1d 1 1 ' TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst DLS File:IRSSDPC Intersection Ident Rd/S Site Dwy ' Agency/Co. DLS Consulting Jurisdiction South Windsor, CT Date Performed 101712004 Analysis Year 2005 Combined Analysis Time Period P.M.Peak Hour Project Description 38 Ident Road ' East/West Street: South Site Driveway North/South Street: Ident Road Intersection Orientation: North-SouthIStudy Period hrs : 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound ' Movement 1 2 3 4 5 6 L T R L T R Volume 0 13 0 5 14 0 Peak-Hour Factor,PHF 0.90 0.90 0,90 0.90 0.90 0.90 ' Hourly Flow Rate,HFR 0 14 0 5 15 0 Percent Heavy Vehicles 0 40 Median Type Undivided ' RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration T LT ' Upstream Signal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 ' L T R L T R Volume 0 0 10 0 0 0 Peak-Hour Factor,PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 0 0 11 0 0 0 ' Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 1 0 0 0 Configuration R Delay,Queue Length,and Level of Service Approach NB SIB Westbound Eastbound ' Movement 1 4 7 8 9 10 11 12 Lane Configuration LT R v(vph) 5 11 C(m)(vph) 1389 1072 lc �00 fr01 95%queue length 0.01 0.03 ' Control Delay 7.6 8.4 rp S A A proach Delay - - 8.4 proach LOS A Rights Reserved ' HCS2000n' Copyright®2003 University of Florida,All Rights Reserved Version 4.Id Version 4.1d TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst DLS File:IRNSDAC Intersection (dent Rd/N Site Dwy ' Agency/Co. DLS Consulting Jurisdiction South Windsor, CT Date Performed 101712004 Analysis Year 2005 Combined Analysis Time Period A.M.Peak Hour Project Description 38 Ident Road ' East/West Street: North Site DrivewayNorth/South Street: /dent Road Intersection Orientation: North-South Stud Period hrs : 0.25 ehicle Volumes and Adjustments Northbound Southbound Major Street ' Movement 1 2 3 4 5 6 L T R L T R Volume 0 10 0 47 13 0 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 ' Hourly Flow Rate, HFR 0 11 0 52 14 0 Percent Heavy Vehicles 0 — — 0 Median Type Undivided ' RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration T LT ' Upstream Signal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 45 0 0 0 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate,HFR 0 0 50 0 0 1 0 ' Percent Heavy Vehicles 0 0 20 0 0 0 Percent Grade(%) 0 0 Flared Approach N N ' Storage 0 0 RT Channelized 0 0 Lanes 0 0 1 0 0 0 ' Configuration R Delay,Queue Len th,and Level of Service Approach NB SB Westbound Eastbound ' Movement 1 4 7 8 9 10 11 12 Lane Configuration LT R (vph) 52 50 C(m)(vph) 1621 1020 lc "3 0.05 ' 95%queue length 0.10 0.15 Control Delay 7.3 8.7 LOS A A ' pproach Delay - 8.7 [Approach LOS A Rights Reserved ' HCS3000TM Copyright 02003 University of Florida,All Rights Reserved Vernon 4.Id Version 4.1d ' TWO-WAY STOP CONTROL SUMMARY General Information Site Information nalyst DLS File:IRNSDPC Intersection (dent Rd/N Site Dwy I ' Agency/Co. DLS Consulting Jurisdiction South Windsor, CT Date Performed 101712004 Analysis Year 2005 Combined Analysis Time Period P.M.Peak Hour Project Description 38 ddent Road East/West Street: North Site Drivewa North/South Street: (dent Road Intersection Orientation: North-South Stud Period hrs : 0.25 ehicle Volumes and Adjustments Major Street Northbound Souhbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 23 0 43 19 0 Peak-Hour Factor,PHF 0.90 0.90 0.90 0.90 0.90 0.90 ' Hourly Flow Rate,HFR 0 25 0 47 21 0 Percent Heavy Vehicles 0 — -- 10 Median Type Undivided t 0 RT Channelized 0 Lanes 0 1 0 0 i 0 [fVolume onfiguration T LT ' stream Si nal 00 inor Street Westbound Eastbound 0 movement 7 8 9 10 11 12 ' L T R L T R 0 42 0 0 0 Peak-Hour Factor,PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate,HFR 0 1 0 1 46 0 0 0 ' Percent Heavy Vehicles 0 0 0 0 0 r 0 Percent Grade(%) 0 0 Flared Approach N N ' Storage 0 0 RT Channelized 0 0 Lanes 0 0 1 0 0 0 ' Configuration R Delay,Queue Length,and Level of Service Approach NB SB Westbound Eastbound ' Movement 1 4 7 8 9 10 11 12 Lane Configuration LT R (vph) 47 46 C(m vph) 1539 1057 /c 0.03 0.04 ' 95%queue length 0.09 0.14 Control Delay 7.4 8.6 LOS A A ' __ _ Approach Delay 8.6 Approach LOS -- " A ' Rights Reserved Copyright 02003 University of Florida,All Rights Reserved Version 4.1 d HCS20001m Version 4.Id I ' TWO-WAY STOP CONTROL SUMMARY General Information Site Information nal st DLS File:SRIRAB Intersection Strong Road/Ident Road Agency/Co. DLS Consulting Jurisdiction South Windsor, CT Date Performed 101712004 Analysis Year 2005 Background Anal sis Time Period M.Peak Hour ' Project Description 38 Ident Road East/West Street: Strong Road North/South Street: Ident Road Intersection Orientation: East-West Stud Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume(veh/h) 0 38 0 3 34 0 ' Peak-hour factor,PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate(veh/h) 0 42 0 3 37 1 0 Proportion of heavy vehicles, ' PHv Median type Undivided RT Channelized? 0 0 ' Lanes 0 1 0 0 1 0 Configuration TR LT Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 0 0 5 0 0 0 ' Peak-hour factor,PHF 0.90 0.90 0.90 ' 0.90 0.90 0.90 Hourly Flow Rate(veh/h) 0 0 5 0 0 0 Proportion of heavy vehicles, 0 0 0 0 0 0 PHV Percent grade(%) 0 0 Flared approach N N Storage 0 0 0 RT Channelized? 0 Lanes 0 0 0 0 0 0 Configuration LR ' Control Delay,Queue Len Ith,Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR Volume,v(vph) 3 5 Capacity,ct (vph) 1580 1034 v/c ratio 0.00 0.00 Queue length(95%) 0.01 0.01 ' Control Delay(s/veh) 7.3 8.5 LOS A A pproach delay(s/veh) -- - 8.5 ' jApproach LOS - '- A HCS2000 N' Copyright®2003 University of Florida,All Rights Reserved Version 4.1 d ' TWO-WAY STOP CONTROL SUMMARY General Information Site Information nal st DLS File:SRIRAC Intersection Stron Road/Ident Road ' enc /Co. DLS Consulting2005 Combined Jurisdiction South Windsor, CT Date Performed 101712004 Analysis Year [Analysis Time PeriodA.M.Peak Hour Project Description 38 ddent Road st/Vllest Street: Stron Road North/South Street: (dent Road Ea Intersection Orientation: East-West Stud Period hrs : 0.25 Vehicle Volumes and Adjustments Westbound Major Street Eastbound Movement 1 2 3 4 5 6 L T R L T R Volume(veh/h) 0 38 2 58 34 0 Peak-hour factor,PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate(veh/h) 0 42 2 64 37 0 ' Proportion of heavy vehicles, PHV Median type Undivided 0 RT Channelized? 0 ' 0 Lanes 0 1 0 0 1 Configuration TR LT 0 U stream Signal 0 ' Minor Street Northbound Southbound Movement 7 8 9 10 11 L T R L T R R ' olume veh/h 3 0 52 0 0 0 Peak-hour factor,PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate(veh/h) 3 0 57 0 0 0 Proportion of heavy vehicles, 0 0 4 0 0 0 ' PHv Percent grade(%) 0 0 Flared approach N N Storage 0 0 t RT Channelized? 0 0 Lanes 0 0 0 0 0 0 IC onfiguration LR ontrol Dela ,Queue Len th,Level of ServiceNorthbound Southbound pproach EB WB ovement 1 4 7 8 9 10 11 12 Lane Configuration LT LR Volume,v(vph) 64 60 ' Capacity,cm(vph) 1577 1004 /c ratio 0.04 0.06 Queue length(95%) 0.13 0.19 ' Control Delay(s/veh) 7.4 8.8 LOS A . 8 Approach delay(s/veh) '- 8. ' Approach LOS -- "" A HCS2000rm Copyright®2003 University of Florida,All Rights Reserved Version 4.1d ' TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst IDLSFile:SRIRPB Intersection IStrong Road/IdentRoad ' Agency/Co. JDLS Consulting Jurisdiction ISouth Windsor, CT Date Performed 10/7/2004 nal sis Year 2005 Back round nal sis Time Period P.M. Peak Hour ' Project Description 381dent Road East/West Street: Strong Road North/South Street: Ident Road Intersection Orientation: East-West Stud Period hrs : 0.25 ' Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 0 49 2 12 47 0 ' Peak-hour factor,PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate(veh/h) 0 54 2 13 52 0 Proportion of heavy vehicles, 0 _ _ 0 PHV Median type Undivided RT Channelized? 0 0 ' Lanes 1 0 1 0 0 1 0 Configuration I TR LT Upstream Signal 0 0 ' Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 0 0 13 0 0 0 ' Peak-hour factor,PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate(veh/h) 0 0 114 0 0 1 0 Proportion of heavy vehicles, 0 0 0 0 0 0 ' PHv Percent grade(%) 0 0 Flared approach N N ' Storage 0 0 0 RT Channelized? 0 Lanes 0 0 0 0 0 0 Configuration LR ' Control Delay,Queue Len th,Level of Service Northbound Southbound Approach EB WB Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR Volume,v(vph) 13 14 Capacity,cm(vph) 1562 1018 v/c ratio 0.01 0.01 Queue length(95%) 0.03 0.04 Control Delay(s/veh) 7.3 8.6 LOS A A Approach delay(s/veh) - 8.6 pproach LOS A HCSZOOOr*t Copyright®2003 University of Florida,All Rights Reserved Version 4.1 d ' TWO-WAY STOP CONTROL SUMMAR Y General Information Site Information naI st JDLS File:SRIRPC Intersection IStrong Road/Ident Road ' Agency/Co. IDLS Consulting Jurisdiction ISouth Windsor, CT Date Performed 1101712004 Analysis Year 12005 Combined nal sis Time Period 1P.M.Peak Hour ' Project Description 38/dent Road East/West Street: Strong Road North/South Street: Ident Road Intersection Orientation: East-West Stud Period hrs : 0.25 ' Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R ' Volume(veh/h) 0 49 6 56 47 0 Peak-hour factor,PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate(veh/h) 0 54 6 62 52 0 ' Proportion of heavy vehicles, 0 _ _ 4 -- Prly Median type Undivided RT Channelized? 0 0 ' Lanes 0 1 0 0 1 0 Configuration TR LT Upstream Signal 0 1 ' Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 2 0 63 0 0 0 Peak-hour factor,PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate(veh/h) 2 0 70 0 0 0 Proportion of heavy vehicles, 0 0 0 0 0 0 ' PHv Percent grade(%) 0 0 Flared approach N N ' Storage 0 0 RT Channelized? 0 0 Lanes 0 0 0 0 0 0 ' Configuration LR Control Delay,Queue Len Ith,Level of Service Approach EB WB Northbound Southbound 4 7 8 - - 9 - 10--- 11 12 Movement 1 - Lane Configuration LT LR olume,v(vph) 62 72 — - - Capacity,cm(vph) — 1531 1004 /c ratio 0.04 0.07 Queue length(95%) 0.13 0.23 -Control Delay(s/veh) - 7•5 _ 8.9•9 - _ -- LOS A - A Approach delay(s/veh) -- - 8.9 Approach LOS - _ A HCS2000rhi Copyright 02003 University of Florida,All Rights Reserved Version 4.Id ' HCS2000"DETAILED REPORT General Information Site Information Analyst DLS File:R5SRAB Intersection Route 51Strong Road Agency or Co. DLS Consulting Area Type All other areas Date Performed 101712004 Jurisdiction South Windsor, CT Time Period A.M.Peak Hour Analysis Year 2005 Background Project ID 38/dent Road ' Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT ' Number of lanes, N, 0 1 0 0 1 0 1 2 1 1 2 0 Lane group LTR LTR L T R L TR Volume,V(vph) 4 10 37 23 8 10 29 401 17 36 679 7 ' %Heavy vehicles,%HV 0 0 0 0 0 0 0 5 0 0 5 0 Peak-hour factor,PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed(P)or actuated(A) A A A A A A A P P A P P ' Start-up lost time,I, 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of effective green,a 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type,AT 3 3 4 4 4 4 4 Unit extension,UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Filtering/metering, 1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Initial unmet demand,Qb 0.0 0.0 0.0 0.0 0.0 1 0.0 0.0 Ped/Bike/RTOR volumes 0 0 0 0 0 0 0 0 Lane width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N ' Parking maneuvers,Nm Buses stopping,NB 0 0 0 0 0 0 0 Min.time for pedestrians,G 3.2 1 3.2 1 3.2 3.2 Phasing EW Perm 02 03 04 Excl.Left Thru&RT 07 08 ' G= 25.6 G= G= G= G= 13.0 G= 34.0 G= G= Timing Y= 6.4 Y= Y= Y= Y= 5 Y= 6 1 Y= IY= Duration of Analysis,T=0.25 Cycle Length,C= 90.0 Lane Group Capacity,Control Delay,and LOS Determination EB WB NB SB ' LT TH RT LT TH RT LT TH RT LT I TH RT Adjusted flow rate,v 56 46 31 422 18 38 722 Lane group capacity,c 480 444 261 1301 610 261 1300 v/c ratio,X 0.12 0.10 0.12 0.32 0.03 0.15 0.56 Total green ratio,g/C 0.28 0.28 0.14 0.38 0.38 0.14 0.38 Uniform delay,d� 23. 3/ 3 t�9 6 �2 0 Progression factor,PF 1.000 1.000 1.000 0.917 0.917 1.000 0.917 1 Delay calibration,k 0.11 0.11 0.11 0.50 0.50 0.11 0.50 Incremental delay,d2 0.1 0.1 0.2 0.7 0.1 0.3 1.7 ' Initial queue delay,d2l Control delay 23.9 1 23.8 33.7 18.9 16.3 33.9 21.9 Lane group LOS C C C B B C C Approach delay 23.9 23.8 19.8 22.5 Approach LOS C C B C Intersection delay 21.7 Xe=0.33 Intersection LOS C HC120011 Copyright 0 2000 University of Florida,All Rights Reserved Version 4.le ' HCS2000-DETAILED REPORT General Information Site Information Analyst DLS File:R5SRAC Intersection Route 5/Strong Road Agency or Co. DLS Consulting Area Type All other areas Date Performed 101712004 Jurisdiction South Windsor, CT Time Period A.M.Peak Hour Analysis Year 2005 Combined Project ID 38/dent Road ' Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT ' Number of lanes,N, 0 1 0 0 1 0 1 2 1 1 2 0 Lane group LTR LTR L T R L TR Volume,V(vph) 12 35 51 23 23 10 55 401 17 36 679 21 ' %Heavy vehicles,%HV 0 0 4 0 0 0 0 5 0 0 5 0 Peak-hour factor,PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed(P)or actuated(A) A A A A A A A P P A P P ' Start-up lost time, I, 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of effective green,a 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type,AT 3 3 4 4 4 4 4 ' Unit extension, UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Filtering/metering, I 11.000 1.000 1.000 1.000 1.000 1.000 1.000 Initial unmet demand,Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ' Ped/Bike/RTOR volumes 0 0 0 0 0 0 0 0 Lane width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N ' Parking maneuvers, Nm Buses stopping,NB 0 0 0 1 0 0 0 1 0 Min.time for pedestrians,Gp 1 3.2 3.2 3.2 3.2 Phasing EW Perm 02 03 04 Excl.Left Thru&RT 07 08 ' G= 25.6 G= G= G= G= 13.0 G= 34.0 G= G= Timing Y= 6.4 Y= Y= Y= Y= 5 Y= 6 Y= Y= ' Duration of Analysis,T=0.25 Cycle Length,C= 90.0 Lane Group Capacity,Control Delay,and LOS Determination EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT ' Adjusted flow rate,v 109 63 58 422 18 38 737 Lane group capacity,c 476 457 261 1301 610 261 1298 v/c ratio,X 0.23 0.14 0.22 0.32 0.03 0.15 0.57 Total green ratio,g/C 0.28 0.28 0.14 0.38 0.38 0.14 1 0.38 ni orm ed�dl -24- 19 9 17 66 �2 Progression factor,PF 1,000 1.000 1.000 0.917 0.917 1.000 0.917 - - Delay calibration,k 0.11 0.11 0.11 0.50 0.50 0.11 0.50 Incremental delay,d2 _ 0.2 0.1 0.4 0.7 0.1 0.3 1.8 Initial queue delay,d3 - - - - Control delay 24.9 24.1 34.5 18.9 16.3 33.9 22.1 Lane group LOS C C C B B C C Approach delay 24.9 24.1 20.6 22.7 - --Approach LOS C C C C Intersection delay 22.2 Xe=0.39 Intersection LOS C HCS2000T Copyright 0 2000 University of Florida,All Rights Reserved Version 4.1e HCS2000„DETAILED REPORT General Information Site Information Analyst DLS File:R5SRPB Intersection Route 5/Strong Road ' Agency or Co. DLS Consulting Area Type All other areas Date Performed 101712004 Jurisdiction South Windsor, CT Time Period P.M.Peak Hour Analysis Year 2005 Background Project ID 38 Ident Road ' Volume and Timing Input EB WB NB SB LT TH RT LT TH I RT LT TH RT LT TH RT ' Number of lanes,N, 0 1 0 0 1 0 1 2 1 1 2 0 Lane group LTR LTR L T R L TR Volume,V(vph) 15 18 42 28 12 46 48 1016 29 23 812 10 ' %Heavy vehicles,%HV 0 0 0 0 0 0 0 1 5 0 0 5 1 0 Peak-hour factor,PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed(P)or actuated(A) A A A A A A A P P A P P ' Start-up lost time,I, 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of effective green,a 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type,AT 3 3 1 4 4 4 4 4 Unit extension,UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Filtering/metering, I 11.000 1.000 1.000 1.000 1.000 1.000 1.000 Initial unmet demand,Qb 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ped/Bike I RTOR volumes 0 0 0 0 0 0 0 0 ' Lane width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N ' Parking maneuvers, N, Buses stopping,NB 0 0 0 0 0 0 0 Min.time for pedestrians,Gp 3.2 3.2 3.2 3.2 Phasing EW Perm 02 03 04 Excl.Left Thru&RT 07 08 ' G= 25.6 G= G= IG= G= 15.0 G= 32.0 G= G= Timing Y= 6.4 Y= Y= I Y IY= 5 Y= 6 Y= Y= ' Duration of Analysis,T=0.25 Cycle Length,C= 90.0 Lane Group Capacity, Control Delay,and LOS Determination EB WB NB SB ' LT TH RT LT TH RT LT TH RT LT TH RT Adjusted flow rate,v 84 95 51 1069 31 24 866 Lane group capacity,c 469 447 301 1225 574 301 1223 v/c ratio,X 0.18 0.21 0.17 0.87 0.05 0.08 0.71 Total green ratio,g/C 0.28 1 0.28 0.17 0.36 0.36 0.17 0.36 Uniform delay,dl 24.3 24.5 3 9.I-- 17- .0 Progression factor,PF 1.000 1.000 1.000 0.939 0.939 1.000 0.939 ' Delay calibration,k 0.11 0.11 0.11 0.50 1 0.50 0.11 0.50 Incremental delay,d2 0.2 1 0.2 0.3 8.7 0.2 0.1 3.5 Initial queue delay,d3 Control delay 24.5 24.8 32.4 34.2 18.1 31.8 26.9 Lane group LOS C C C C B C C Approach delay 24.5 24.8 33.7 27.1 ' Approach LOS C C C C Intersection delay 30.3 Xe=0.49 Intersection LOS C 1/C13000'N' Copyright 0 2000 University of Florida,All Rights Reserved Version 4.1 e ' HCS2000-DETAILED REPORT General Information Site Information Analyst DLS File:RSSRPC Intersection Route 5/Strong Road ' Agency or Co. DLS Consulting Area Type All other areas Date Performed 101712004 Jurisdiction South Windsor, CT Time Period P.M.Peak Hour Analysis Year 2005 Combined Project ID 381dentRoad ' Volume and Timing Input EB WB NB SB LT TH RT LT I TH RT LT TH RT LT TH RT Number of lanes, N, 0 1 0 0 1 0 1 2 1 1 2 0 Lane group LTR LTR L T R L TR Volume,V(vph) 28 31 66 28 34 46 62 1016 29 23 812 18 ' %Heavy vehicles,%HV 0 0 0 0 D 1 0 4 1 5 0 0 5 0 Peak-hour factor,PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed(P)or actuated(A) A A A A A A A P P A P P ' Start-up lost time,I, 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of effective green,a 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type,AT 3 3 4 4 4 4 4 ' Unit extension,UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Filtering/metering, I 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Initial unmet demand,Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ' Ped/Bike/RTOR volumes 0 0 0 0 0 0 0 0 Lane width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N Et N N 0 N N 0 N Parking maneuvers,Nm Buses stopping,NB 0 0 1 0 0 0 0 Min.time for pedestrians,Go 3.2 3.2 3.2 3.2 Phasing EW Perm 02 03 04 Excl.Left Thru&RT 07 08 ' G= 25.6 G= G= G= G= 15.0 G= 32.0 G= G= Timing Y= 6.4 IY= Y= Y= Y= 5 Y= 6 Y= Y= Duration of Analysis,T=0.25 Cycle Length,C= 90.0 Lane Group Capacity,Control Delay,and LOS Determination EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT ' Adjusted flow rate,v 138 120 65 1069 31 24 874 Lane group capacity,c 459 457 289 1225 574 301 1222 v/c ratio,X 0.30 0.26 0.22 0.87 0.05 0.08 0.72 Total green ratio,g/C 0.28 1 0.28 0.17 0.36 :PO..36 0.17 0.36 Uniform delay,d, .� 2-4:9 32.a 2�1 . 31. -25A Progression factor, PF 1.000 1.000 1.000 0.939 0.939 1.000 0.939 -- - --- - Delay calibration,k 0.11 0.11 0.11 0.50 0.50 0.11 0.50 Incremental delay,d2 0.4 0.3 0.4 8.7 0.2 0.1 3.6 Initial queue delay,d3 Control delay 25.6 25.2 32.9 34.2 18.1 31.8 27.1 Lane group LOS C C C C B C C Approach delay 25.6 25.2 - 33.7 27.2 - Approach LOS C C C C Intersection delay 30.3 Xe=0.54 Intersection LOS C HCS2000W Copyright 0 2000 University of Florida,All Rights Reserved Version 4.1 e ZUVIC ASSOCIATES 1722 Bartholomew Road Middletown, Connecticut 06457 Phone (860) 345-8357 October 12,2004 Fax (860)345-4077 The Chairman Planning&Zoning Commission Town of South Windsor Re: Application 04-49P, Request for Site Plan Modification To South Windsor Planning&Zoning Commission Site Location: 38 Ident Road, South Windsor Applicant& Site Owner: Mitchell Property Group LLC 90 Brookfield Street, South Windsor. Dear Mr. Chairman, This is to notify you that the sign to advertise the scheduled public hearing has been posted, as required by the zoning ordinances. Two signs were installed, one facing Strong Rd. and the second adjacent to the main entrance to the Applicant's property along the Ident Rd. Both signs were posted on August 31, 2004. Please call our office at(860) 345-8357 if you have any questions. Sincerely, Zuvic Associates Inc. Tomek Grajewski P.E. President Cc: Wayne Gerlt, Esq. Appl #04-49P, Mitchell Property Group LLC October 12, 2004 Planning Department Report 1. Request for site plan approval to construct an addition to an existing industrial building at 38 Ident Road, I zone. The applicant has indicated that they intend to relocate the school buses that are currently housed on Brookfield Street to this location. This site previously housed Tobacco Valley Sanitation, which operated a refuse collection and disposal business including parking of trucks and storage of dumpsters. The school bus operation is not anticipated to utilize all bays of the garage, and the applicant has indicated his intention of having an additional tenant for the property. 2. The addition will include a new apartment. The industrial zone regulations allow residential use when a single family dwelling or apartment is occupied by a person who is the owner, manager, caretaker or janitor of the facility. 3. Maximum impervious coverage allowed is 89%, per variance granted in 1995; 81%proposed. Lot size is 3 acres; minimum lot size allowed is 1/2 acre. Frontage is 443; minimum allowed is 100. Front yard setback is 35 feet, 35 feet allowed. 4. The traffic statement indicates that the school bus operation will not significantly impact traffic operations on the surrounding roadway network. 5. Our parking requirement for the site as proposed is 45 spaces; 45 existing spaces have been provided. The garage will have six large bays, with overhead doors on each side of the building for drive-through. Parking has been provided for 47 school buses and 10 additional trucks. 6. The site has adequate screening around the main storage area. There is a resi_dentiallzaned_ ropertyto the--south-o-this-stte��vl�ichtrigers-a h ffer requirement. The residentially-zoned property has a major driveway to an industrial building on an adjacent property, and this arrangement dates back at least to a building permit in 1963. The oldest site plan for the Mitchell site, a 1970 plan for Tobacco Valley Sanitation, shows a 25' planted buffer along the residential property boundary. The buffer seems to have been lost over time. A 1983 PZC-approved site plan for the northern part of the property shows parking and storage right up to the southern property line, so the buffer seems to have disappeared between 1970 and 1983. The current plan shows a line of evergreen trees along the southern boundary that was planted this past spring, i and also shows the area that should be a buffer as area to be landscaped, but is not specific about the type of landscaping. Staff recommend that the 25' buffer be restored and planted in accordance with the provisions of Section 10.4. There appears to be no hardship effect on the site by doing so. 7. The ADRC reviewed the proposal on July 21. Their only comment was that the door to the apartment should be a different color than the overhead doors. 8. New lighting will include both pole and building lighting. All light fixtures must be full cutoff fixtures. 9. There are regulated wetlands on the site. IWA/CC approval is not required as there is no disturbance near the wetlands. 10.Public water and sewer are provided. Water Pollution Control Authority approval is required. I I.There is a dumpster shown on a concrete pad and screened. 12.If this application is approved, the Planning Department requests an approval condition noting that the as-yet unspecified industrial use must conform with zoning regulations. 2 .SOW N Sf4 C z F -own V/ S-Ou"647, {Id C � s � w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR•Co�P TELEPHONE (860) 644-2511 CERTIFIED MAIL 7004 1160 0002 1059 5078 October 19, 2004 Mr . Tomek Grajewski Zuvic Associates, Inc. 1722 Bartholomew Road Middletown, CT 06457 Re: Appl#04-49P,Mitchell Property Group, Inc. Dear Mr. Grajewski: We are pleased to advise you that the Planning&Zoning Commission voted on October 12, 2004 to approve with modifications the above referenced application for a Site Plan Modification. This approval is for a site plan modification to expand the existing building(to include an apartment)and for storage of school buses on property located at 38 Ident Road, I Zone as shown on plans prepared by Zuvic Associates, Inc., Job No. 1279, dated October 8, 2004, 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. Anus-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulations. 4. A landscape bond in the amount of$2000 is required and must be submitted prior to filing of mylars. 5. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 6. This approval does not constitute approval of the sanitary sewer,which can only be granted by the Water Pollution Control Authority. 7. The building street number must be included on the final plan. 8. The Planning Department must be notified of any prospective tenant(s), and the applicant must provide information required by staff to determine compliance with zoning and other Town requirements,prior to occupancy of the site by the prospective tenant. 9. The Town Engineer's review comments dated October 5, 2004,must be addressed to the satisfaction of the Town Engineer. 10. The 25' buffer on the south property boundary must be restored and brought into conformance with the requirements of Section 10.4 (Buffers)of the zoning regulations. Black and white transparent mylars of Sheet#3 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Timoth�entzell Cha Y , an Aac Planning and Zoning Commission THW/kak cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal BOND TRANSMITTAL DATE: !ol z u I CONTRACTOR/DEVELOPER m f"v{ ,u Poop,�,, NAME & ADDRESS PROJECT LOCATION/ADDRESS 7ok VN O'CA LOT SLTBD VTgfON Q << 2ro Z✓ P&Z OR IWA/CC APPLICATION NUMBER 40 .AMOUNT OF BOND CHECK NUMBER DEPARTMENT 1a 4 10 SUBMITTED BY lo NAME DATE RECEIVED BY FINANCE NAME DATE ' SUB ACCOUNT NUMBER 5-00E% G S:\ENGINEER\FORMS\Office Forms\BOND TRANSI-IITTAL.doc 10" Sf4 - - C ap s � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 soa•co TELEPHONE(860) 644-2511 November 5,2004 Mr.Tomek Grajewski,P.E. Zuvic Associates 1722 Bartholomew Rd. Middletown,CT 06457 RE: Mitchell Property Group -Building Expansion 38 Ident Road South Windsor,CT Dear Mr.Grajewski: The South Windsor Water Pollution Control Authority,at its regular meeting of November 4,2004,gave approval for the connection of a new oil/water separator to the Town's sewerage system at a commercial building at 38 Ident Road,South Windsor,CT,as more specifically shown on plans entitled"Proposed Building Expansion—Site Plan"prepared by Zuvic Associates,Middletown,CT,Project No. 1234, Drawing No.3,dated 7-27-04,revised 8-19-04,9-14-04, 10-08-04, 10-26-04, 11-01-04,and subject to the following conditions: 1. Technical approval of the Town Engineering Department. 2. 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 and State Department of Environmental Protection regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, J seph J.Carino,Chairman Water Pollution Control Authority JC:dd Cc: Matthew Galligan,Town Manager Michael J.Gantick,Director of Public Works Jeff Doolittle,Town Engineer Marcia Banach,Director of Planning Chris Dougan,Chief Building Inspector Mitchell Property Group,LLC .COW N Se U Town O-P SoaA 5 � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 Son•co TELEPHONE(860) 644-2511 November 12,2004 Mr. Tomek Grajewski, P.E. Zuvic Associates 1722 Bartholomew Road Middletown, CT 06457 Dear Mr. Grajewski: Re: Preconstruction MeetingA 104-49P Mitchell Property— pp p rty Group IN ATTENDANCE Dustin Mitchell Mitchell Property PO Box 1303. South Windsor 860-528-9500 Tomek Grajewski Zoric Assoc. 1722 Bartholomew Rd 840-345-8357 Bernie Drabek TOSW 1540 Sullivan Avenue 860-2511-241 Jeff Doolittle TOSW 1540 Sullivan Avenue 860 644-2511 245 Jeff Folger TOSW 1540 Sullivan Avenue 860 644-2511 229 Michele Lipe TOSW 1540 Sullivan Avenue 860 644-2511 252 Chris Dougan TOSW 1540 Sullivan Avenue 860-644-2511 232 The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in lace prior to earth moving operations in each area and maintained/cleaned out during construction. Call Jeffrey Folger, Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior- o commencement-o-f-site work-or-ifanyprofilems/concerns arise during construction. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel on to Ident Road. Calcium chloride or water is to be used for dust control as required. Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of major construction work with inspections and testing per Developers Checklist (requested, required) for the following: a. After site is staked out b. All drainage work c. Preparation of subgrade d. Preparation of subbase, six(6)inch lifts e. Placement of bituminous concrete,two (2) inch layers maximum 3. A drain layers permit is required for work on the sanitary sewer lateral including the new oil/water separator, etc. 4. Certification of all products used -- storm pipe, structures, pavement, etc., shall be presented to the Town Engineer prior to installation. 5. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 6. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary, sewers and house service .laterals located as per revised as-built checklist. 7. All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 8. Any problems and/or questions regarding construction of this project will be directed to Dustin Mitchell the field at phone number 860 528-9500. 9. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 10. Job meetings will be held as needed, and can be called by the developer or Town. 11. Seventy-two-(72)hours' notice needed for certificate of use inspection. 12. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 13. Normal hours of operation 7:00 a.m.—5:00 p.m., no work on Sunday. 14. No paving after October 15 or before April 15 without written approval from Director of Public Works. 15. Extra care must be taken when compacting around structures such as catch basins and manholes. These spots often become problem areas in the future due to settling, therefore, the town staff/inspectors will be requesting additional compaction tests in these areas. 16. Sanitary lateral locations should be tied down to existing structures and shown on the as- builts. 17. During construction of sanitary sewer laterals, the contractor shall prepare an as-built sketch on standard form provided by the Engineering Department. This form should be submitted to the Design Engineer/Surveyor for their use in preparing the as-built plan. The Engineering Department suggests that the contractor also show locations of foundation drains and water laterals on this form. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Dept. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. SNET/NU 1. Contact utilities for coordination of utilities connection. Fire Marshal 1. Blasting(if required)to be coordinated with the Fire Marshal. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 4. Erect temporary sign on the site during construction identifying the project. 5. If an alarm is to be installed contact Police Services. Building_Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Sincerely, ir-/ Michele R. Lipe,AICP Assistant Director of Planning MRL/pmm cc: Jeff Doolittle, Town Engineer Karl Reichle,Public Works Mel Stead,Public Works Christopher Dougan, Chief Building Official Fred Shaw, Superintendent of Pollution Control CL&P SBC a cia l3 Hach - Re Page 1 From: Marcia Banach To: Grajewski, Tomek Date: 4/12/05 1:54PM Subject: Re: Hi Tomek, The Planning and Zoning Chairman wants to see a site plan for the communications tower. He has indicated that Laidlaw will need to have examined other alternatives to the tall tower, such as locating their equipment on someone else's existing tower, or on a lower tower, etc. Marcia Banach, AICP Director of Planning Town of South Windsor 1540 Sullivan Ave, South Windsor, CT 06074 860-644-2511 x 253 banach@southwindsor.org www.southwindsor.org >>>'7omek Grajewski"<tomek@snet.net>04/10/05 07:19PM >>> MARCIA, REGARDING THE PROPOSED TELECOMMUNICATION MAST (ANTENNA)AT IDENT ROAD. 1. 1 HAVE CHECKED THE EXISTING MAST AT 90 BROOKFIELD STREET THAT LAIDLAW IS ESTIMATE THE HEIGHT OF THE STANDING MAST CURRENTLY USING. IT IS DIFFICULT TO S , BUT JUDGING IN RELATION TO THE BUILDING, IT APPEARS TO BE THE SAME HEIGHT(115')AS THE NEW MAST TO BE INSTALLED AT 38 IDENT RD. IF YOU LIKE, I CAN TAKE SOME PICTURES OF THE EXISTING AND PROPOSED MAST AND E-MAIL THEM TO YOU. 2. BOTH MASTS APPEAR TO BE DESIGNED IN SIMILAR FASHION. 3. THE PROPOSED MAST FOR LAIDLAW, ACTUALLY CAME FROM THE SOUTH WINDSOR POLICE DEPARTMENT AND NOT THE STATE POLICE AS I INFORMED YOU ON FRIDAY. 4.THE FORMER OCCUPANT OF 38 IDENT RD., TOBACCO VALLEY SANITATION HAD ITS OWN TELECOMMUNICATION ANTENNA PERCHED ON THE TOP OF BUILDING. TVS DOES NOT OPERATE ANY MORE, BASED ON SOME REMARKS OF FORMER EMPLOYEES IT WAS APPROXIMATELY 60' HIGH. I AM SURE THAT MORE PRECISE INFORMATION MAY BE FIND IN THE BUILDING DEPARTMENT FILES, ASSUMING THAT TVS APPLIED FOR A PERMIT. THIS ANTENNA WAS REMOVED DURING BUILDING RECONSTRUCTION. PLEASE LET ME KNOW, IF I CAN PROVIDE ANY ADDITIONAL INFORMATION. TOMEK Marcia Banach - Page 1 From: "Tomek Grajewski"<tomek@snet.net> To: "Marcia Banach"<banach@southwindsor.org> Date: 4/10/05 7:24PM MARCIA, REGARDING THE PROPOSED TELECOMMUNICATION MAST(ANTENNA)AT IDENT ROAD. 1. 1 HAVE CHECKED THE EXISTING MAST AT 90 BROOKFIELD STREET THAT LAIDLAW IS CURRENTLY USING. IT IS DIFFICULT TO ESTIMATE THE HEIGHT OF THE STANDING MAST, BUT JUDGING IN RELATION TO THE BUILDING, IT APPEARS TO BE THE SAME HEIGHT (115')AS THE NEW MAST TO BE INSTALLED AT 38 IDENT RD. IF YOU LIKE, I CAN TAKE SOME PICTURES OF THE EXISTING AND PROPOSED MAST AND E-MAIL THEM TO YOU. 2. BOTH MASTS APPEAR TO BE DESIGNED IN SIMILAR FASHION. 3. THE PROPOSED MAST FOR LAIDLAW, ACTUALLY CAME FROM THE SOUTH WINDSOR POLICE DEPARTMENT AND NOT THE STATE POLICE AS I INFORMED YOU ON FRIDAY. 4. THE FORMER OCCUPANT OF 38 IDENT RD., TOBACCO VALLEY SANITATION HAD ITS OWN TELECOMMUNICATION ANTENNA PERCHED ON THE TOP OF BUILDING.TVS DOES NOT OPERATE ANY MORE, BASED ON SOME REMARKS OF FORMER EMPLOYEES IT WAS APPROXIMATELY 60' HIGH. I AM SURE THAT MORE PRECISE INFORMATION MAY BE FIND IN THE BUILDING DEPARTMENT FILES, ASSUMING THAT TVS APPLIED FOR A PERMIT. THIS ANTENNA WAS REMOVED DURING BUILDING RECONSTRUCTION. PLEASE LET ME KNOW, IF I CAN PROVIDE ANY ADDITIONAL INFORMATION. TOMEK CC: "Tomek—Work—"<tomek@zuvic.com> TOWN OF SOUTH WINDSOR APR €'� 20 STAFF SITE CHANGE . 'LA. ..,dv FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON 23 , / </ G Gl GG( Phone No. �` ✓�� Address�e �7 " Site Name ' G G✓arG�lo�sJG lrHoy--koyP&Z No. Owner / (7 L/ 1aj-o cr C Phone No. Contractor Signature of Owner Date: A 14 0 1` Signature of Design Engr. /��r.�� Date:� CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) o Ae max;t�1 H l b� ;/ar'� TG�� �o �/ems�_/ h�,n �� o /�►,fir �. _ r2-« dC osI i�Gt�G� /�ITO / Gc ,f�CT��aO•- S ofeeG1A Hi Reason for Change: (Why is change required) / G`/O G G►G !7'!GC/G!6?v G' /-OotM �'O v-+ !i!v�a�Gt A c ro110 S� 8 �lys//C.•T ,��vTR ��i✓�! � �1��'OH,o� S ram. G . S 6tL6 APPROVALS: (As Required) Dir. Of Planning Date: I-S- Town Engineer Dater Dir. of Public Wo ks Date: Other: Date: STAFF CQMMMENTS-: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department kola Lee o S4-v ca o 08/05/2005 FRI 14:37 FAX 860 289 3119 ESI DISPATCH DOWNSTAIRS 001/002 STATE OF CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION Bureau of Water Management Permitting, Enforcement and Remediation Division JULY 26, 2005 DUSTIN MITCHELL MITCHELL PROPERTY GROUP LLC 90 BROOKFIELD ST SOUTH WINDSOR-,CT 06074- Dear Permittee: Enclosed is a certificate of registration for the general permit recently issued to you by our office. This certificate will serve two purposes. First, this is a way for us to acknowledge to you that your registration has been processed. Second, it is a way for our inspection staff to know that you have the appropriate permit for your discharges . The expiration date noted is the expiration date for all dischargers who have registered for this permit. A mass mailing will be done nine months prior to the expiration of this permit to notify you of this date together with instructions on how to file for a permit renewal. When corresponding with our office regarding your registration please use the "Site No. " and the "Permit No. " on the certificate. These numbers are unique to your discharge and its location. If you have any questions regarding general permits for wastewater dis- charges please feel free to call 860-424-3018 and ask for the Engineer of the Day. Enclosure - Go o � STATE OF CONNECTICUT N DEPARTMENT OF ENVIRONMENTAL PROTECTION 0 , w Certificate of Registration co 0 Issued To : W r r m ITCHELL PROPERTY GROUP LLC C I F� I For The b ' H � CZ I ._.... .._....> � : _.. _ --.. _i.. ..... ..... .a..:.,....;r_6ix.a..ar.._.<-::.__..._.__n '"::'i>� tti?;•-- ii2l;_ •,'.is - �_... ....t....,,....._.... 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Y _.,._,_.r..._.._..._.. ^...,r.,4..___.._..Y.—�..._:........__._,._t,_ R3 L.._._.....a....,x._. _ } _ x L.......... ... .:. ...._.,.x_r_S._.._._.....,t. rS•.._...n._...._.._.._._._._._.._.e.-e_...,. ..,::k-::t_ _ _ _ _ J _C 4 _. .1t rc'4...t,...._ .-_._.._.... v a._._..., %:tAn:•... �TE _._. __ -rn4,.»........,_...__a.s.v,f:.t_...•...,. _,__.._... ...1...:t.i_•____..n ....r._,......r__r..s_.r..._�.t....... ....::=:>:::^" �r ._.,::w�i��:� 1 Cn .� ....:,_...max._ .__- .:.,:'7..e.... S -.•...+- � ! �..:_ -�.. �i-.5,.?SS,S ii � S sti 7 I Cn H 2 C 1 -c.';?r'_�s!1=TI:';,:"l"1i::w'i.I?::'3:ls�i` _ ;-_3'r.ti:i�t?i'y_,Fi`°�25ra::----:::y..•r...u.;.,:,i e:kisiix. 21 T`G .<i.:u!a•... {�.r:x.L.� {I'-•�-- =-': _,.f,t�:n. ti Pit!W ! Gina McCarthy u - - - - Facility Information Application No. : 200501277 MITCHELL PROPERTY GROUP L C Commissioner Issue Date: 26-JUL-05 38 IDENT ROAD ¢ c SOUTH WINDSOR CT 06074 Exp. Date. 23-JAN-I1 Site No. : 132-190 0 0 tv 0 0 N ZUVIC ASSOCIATES 1722 Bartholomew Road June 13,2005 Middletown, Connecticut 06457 Phone (860) 345-8357 Mr. James Creighton Fax (860) 345-4077 State of Connecticut Department of Environmental Protection Bureau of Water Management Permitting,Enforcement and Remediation Division 79 Elm Street Hartford, CT 06106-5127 Re: General Permit Application for The Discharge of Vehicle Maintenance Wastewater Applicant: Mitchell Property Group LLC. 38 Ident Road, South Windsor, CT 06074. Reference Id. GVS000264 Dear Mr. Creighton, Zuvic Associates Inc. would like to submit the Attachment "D", Professional Certification form in behalf of Mitchell Property Group LLC for the above referenced general permit. Please call our office at (860) 345-8357 if you have any questions regarding this application. Sincerely, ZUVIC ASSOCIATES INC. r Tomek Grajewski P.E. President Cc: D. Mitchell, w/encl. ' t D: Professional Certification :horization under the General Permit for the Discharge of Vehicle Maintenance Wastewater) For all discharges of vehicle maintenance wastewater to a collection and/or treatment system that meets the specifications of subdivision 5(a)(1)of the General Permit for the Discharge of Vehicle Maintenance Wastewater, except for those discharges previously authorized by a valid individual permit issued in accordance with section 22a-430 of the Connecticut General Statutes or by the Car Wash or Vehicle Service Floor Drain Wastewater General Permit issued by the Commissioner on December 7, 1989, the following certification, signed by a certified hazardous materials manager or professional engineer licensed to practice in Connecticut, shall be submitted at the time of registration after installation of such system: I certify that in my professional judgement, a treatment system meeting the specifications listed in subsection 5(a)(1) has been properly installed to treat the discharge(s)which are the subject of this registration. 1 further certify that all open floor drains that receive vehicle maintenance wastewaters at this facility are directed to the treatment system. Additionally, I certify that there are no unpermitted open floor drains at this facility. This certification is based in part on my review of engineering reports and plans and specifications describing the proposed treatment system and activities creating the discharge and a visual inspection by myself or an employee under my supervision or someone under my direct supervision conducted on 6/2/2005 of the (Date of Inspection) treatment system after it was installed. I further certify that if the treatment system was installed after June 1, 2001, the visual inspection of the system was performed prior to backfilling. I am aware that there are significant penalties for false statements in this certification, including the possibility of fine and imprisonment for knowingly making false statements." ✓' C L � c 6/13/2005 Signature of Professional Date TOMEK GRAJEWSKI P.E. 17201 Name of Professional (print or type) P.E. Number(if applicable) Affix P.E. Stamp Here (if applicable) ►0111o111tr1sr, CINO ` "y ! f ® o.17201NA 98�►06@►6►d► Please return this certification form to: BUREAU OF WATER MANAGEMENT PERMITTING, ENFORCEMENT& REMEDIATION DIVISION DEPARTMENT OF ENVIRONMENTAL PROTECTION 79 ELM STREET HARTFORD, CT 06106-5127 860-424-3018 Bureau of Water Management DEP-PERD-REG-010D 1 of 1 Rev.01/23/01 Attachment C: Approval for Connection to a Sanitary Sewer The registrant and a responsible official from the POTW receiving the discharge must sign this approval. Where a local sewer commission acts independently of the POTW(i.e. facilities that receive sewage from more than one town), both the local sewer commission and POTW authority must sign the approval. The below referenced facility is seeking Authority from the Department of Environmental Protection to discharge wastewater to the sanitary sewer for a period of (check one) ❑ <30 days ❑ >30 days to one year ® >1 year Discharge volume will not exceed 1000 gallons per day. The discharge shall consist of: VEHICLE WASH & MAINTENANCE WASTEWATER Discharge Site: MITCHELL PROPERTY GROUP LLC. Site Address: 38 IDENT ROAD City/Town: SOUTH WINDSOR State: CT Zip Code: 06074- 4/27/2005 Date Signat egis n To be completed by receiving POTW: Name of Receiving POTW: Tlm,+, SUv ^�'i �► �" � G'F Address of POTW: i City/Town: State: Zip Code: 049071 Approved by: Signature Date Name (please print) C. r, S y,AL,,, Title To be completed by Commission: Local Sewer Commission: (if different than receiving POTW) Address: ty/Tew Mate: Zip-Code: - Approved by: Signature Date Name (please print) Title Comments: Bureau of Water Management DEP-PERD-REG-010C 1 of 1 Rev. 01/23/01 ZUVIC ASSOCIATES April 28, 2005 1722 Bartholomew Road Mr. Fred Shaw, Superintendent Middletown, Connecticut 06457Phone (860) 345-8357 Bureau of Pollution Control Fax (860) 345-4077 Town of South Windsor 1540 Sullivan Ave. South Windsor, CT 06074-2786 Re: General Permit Registration Discharge of Vehicle Maintenance Wastewater Mitchell Property Group LLC. 38 Ident Road, South Windsor Dear Mr. Shaw, Please find attached a General Permit Registration Form for the Discharge of Vehicle Maintenance Wastewater to Connecticut Department of Environmental Protection prepared on behalf of Mitchell Property Group LLC. of South Windsor, Connecticut. This permit will replace an existing DEP General Permit (GVS000264) held by Tobacco Valley Sanitation(TVS) and will cover the discharge from the replacement oil water separator, located at 38 Ident Road into the municipal sewer system. Please review enclosed application. If you are in agreement, please sign the Attachment "C" (Approval for Connection to a Sanitary Sewer) and forward it back to our office. Please call if you have any questions. Sincerely, ASS)CIATES INC. Tomek Grajewski P.E. President Cc: D. Mitchell,.Mitchell Property Group LLC Ident Rd., Oil/Water Separator Page 1 of I General Permit Registration Form for the Discharge of Vehicle Maintenance Wastewater Please complete this form in accordance with the instructions DEP USE ONLY (DEP-PERD-INST-010)to ensure the proper handling of your registration. Print Application No. or type unless otherwise noted. You must submit the Permit Application Transmittal Form(DEP-APP-001) and the registration fee Permit No. along with this form. Facility I.D. Part I: Registration Type Enter a check mark in the appropriate box identifying the registration type. This registration is for(check one): Please identify any previous or existing permit/authorization/registration number in the space El Anew general permit registration provided. ® A replacement of an existing individual wastewater discharge permit or registration Existing permit or registration number): ❑ A renewal of an existing general permit GVS000264 Part 11: Fee Information ® Registration Only: The registration fee of$250.00 for any person and $125.00 for any municipality shall be submitted with the registration form. ❑ Approval of Registration: The registration fee of$500.00 for any person and $250.00 for any municipality shall be submitted with the registration form. Part III: Registrant Information 1. Fill in the name of the applicant/registrant(s) as indicated on the Permit Application Transmittal Form (DEP-APP-001): Applicant/Registrant: MITCHELL PROPERTY GROUP LLC. Phone: 860-528-9500 ext. Fax: 860-289-0138 ❑ Enter a check mark if there are co-registrants. If so, label and attach additional sheet(s)with the required information as supplied above. 2. List primary contact for departmental correspondence and inquiries, if different than the registrant. Name: ZUVIC ASSOCIATES INC. Mailing Address: 1722 BARTHOLOMEW RD. City/Town: MIDDLETOWN State: CT Zip Code: 06345- Business Phone: 860-345-8357 ext. Fax: 860-345-4077 Contact Person: TOMEK GRAJEWSKI P.E. Title: PRESIDENT Part III: Registrant Information (cont.) Bureau of Water Management DEP-PERD-REG-010 1 of 6 Rev.01/23/01 3. List attorney or other representative, if applicable: Firm Name: Mailing Address: City/Town: State: Zip Code: - Business Phone: - - ext. Fax: - Attorney: Title: 4. Facility or Site Owner, if different than the registrant: Name: Mailing Address: City/Town: State: Zip Code: - Business Phone: - - ext. Fax: - - Contact Person: Title: 5. List any engineer(s)or other consultant(s) employed or retained to design or certify the treatment system for the discharge, which is the subject of this registration. Please enter a check mark if additional sheets are necessary, and label and attach them to this sheet. ❑ Name: ZUVIC ASSOCIATES INC. Mailing Address: 1722 BARTHOLOMEW RD. City/Town: MIDDLETOWN State: CT Zip Code: 06457- Business Phone: 860-345-8357 ext. Fax: 860-345-4077 Contact Person: TOMEK GRAJEWSKI P.E. Title: PRESIDENT Service Provided: PREPARER OF THE PERMIT REGISTRATION Part IV: Site Information Name of facility, if applicable: MITCHELL PROPERTY GROUP LLC. Street dress or Description of Location: 38 IDENT ROAD City/Town: SOUTH WINDSOR, State: CT Zip Code: 06074- Bureau of Water Management DEP-PERD-REG-010 2 of 6 Rev.01/23/01 Part V: Activity Information 1. Maximum Daily Flow of this discharge: 1000 gpd 2. Date discharge began or will begin: 6/1/2005 3. Identify all of the vehicle maintenance activities performed at your facility: H. Vehicle washing ❑ Vehicle detailing ® Small volume vehicle detailing ® Steam cleaning of engines ® Vehicle service and repair ❑ Autobody repair ❑ Small volume autobody repair 4. Will the discharge be directed to a treatment system, which meets the specifications listed in subsection 5(a)(1) of the General Permit for the Discharge of Vehicle Maintenance Wastewater? ® Yes ❑ No 5. If the discharge will not be directed to a treatment system, which meets the specifications listed in subsection 5(a)(1) of the General Permit for the Discharge of Vehicle Maintenance Wastewater, then provide a detailed description of the activities generating the discharge. Bureau of Water Management DEP-PERD-REG-010 3 of 6 Rev.01/23/01 Part VI: Supporting Documents Please enter a check mark by the attachments as verification that all attachments have been submitted with this registration form. When submitting any supporting documents, please label the documents as indicated in this part (e.g., Attachment A, etc.)and be sure to include the registrant's name as indicated on the Permit Application Transmittal Form. ® Attachment A: For any discharge of vehicle maintenance wastewater which is directed to a treatment system that meets the specifications listed in subsection 5(a)(1) of the General Permit for the Discharge of Vehicle Maintenance Wastewater a completed Treatment System Specification Form(DEP-PERD-REG-010A). ❑ Attachment B: For any discharge of vehicle maintenance wastewater which is directed to a collection and/or treatment system that does not meet the specifications listed in subsection 5(a)(1) of the General Permit for the Discharge of Vehicle Maintenance Wastewater, and was not previously authorized by a valid individual permit issued in accordance with section 22a-430 of the Connecticut General Statutes or by the Car Wash or Vehicle Service Floor Drain Wastewater General Permit issued by the Commissioner on December 7, 1989, plans and specifications of the proposed collection and/or treatment system. ® Attachment C: For any discharge of vehicle maintenance wastewater, a completed Approval for Connection to a Sanitary Sewer(DEP-PERD-REG-010C) from the POTW, which receives or will receive the discharge. ❑ Attachment D: For any discharge of vehicle maintenance wastewater which is directed to a treatment system that meets the specifications listed in subsection 5(a)(1) of this general permit, except for a discharge that was previously authorized by a valid individual permit issued in accordance with section 22a-430 of the Connecticut General Statutes or by the Car Wash or Vehicle Service Floor Drain Wastewater General Permit issued by the Commissioner on December 7, 1989, a completed Professional Certification (DEP- PERD-REG-010D). This certification must be submitted at the time of registration after installation of such treatment system. ❑ Attachment E: For any discharge of vehicle maintenance wastewater which is directed to a collection and/or treatment system that does not meet the specifications listed in subsection 5(a)(1) of this general permit, except for a discharge that was previously authorized by a valid individual permit issued in accordance with section 22a-430 of the Connecticut General Statutes or by the Car Wash or Vehicle Service Floor Drain Wastewater General Permit is-aed by the-Commissioner on-December 7,1-9&"-campieted�-- Professional Certification (DEP-PERD-REG-010E). This certification must be submitted after receipt of the commissioner's approval for the proposed collection and/or treatment system and after installation of such system. Bureau of Water Management DEP-PERD-REG-010 4 of 6 Rev.01/23/01 Part VI: Supporting Documents (continued) [� Attachment F: For any discharge of vehicle maintenance wastewater that was previously authorized by a valid individual permit issued in accordance with section 22a-430 of the Connecticut General Statutes or by the Car Wash or Vehicle Service Floor Drain Wastewater General Permit issued by the Commissioner on December 7, 1989; one of the following items shall be submitted at the time of registration: (i) A copy of the approval issued by the Department in accordance with section 22a-430 of the Connecticut General Statutes for the collection and/or treatment system installed to treat the vehicle maintenance wastewaters that are the subject of this registration. (ii) A copy of Certification Form VW2 or VS2, which was previously submitted to the Department for coverage under the respective Car Wash or Vehicle Service Floor Drain Wastewater General Permit for the vehicle maintenance wastewaters that are the subject of this registration. Note: Vehicle maintenance wastewater discharge from a small volume autobody repair or a small volume vehicle detailing facility requires a registration but does not require treatment or a professional certification. Bureau of Water Management DEP-PERD-REG-010 5 of 6 Rev.01/23/01 Attachment A: Treatment System Specification Form 1. Size of Separator: 1000 gallons 2. Separator Construction Material (Check all that apply): ❑ Precast Polymer concrete ❑ Fiberglass ® Precast concrete ❑ Cathodically Protected Steel ❑ Other, specify type 3. If the separator is constructed of precast concrete, check all that apply: ® Interior of separator has been coated with epoxy petroleum resistant sealant that is resistant to gasoline, oil and solvents. ® Exterior of separator and extension to grade manholes have been coated with a waterproof sealant. If structural seams are present, check all that apply: ® Seams are located above static liquid level. ® Seams have been filled in with non-shrinking cement or similar material and coated with a waterproof sealant. ® Voids between separator walls and inlet and outlet piping have been grouted with non-shrinking cement and coated with a waterproof sealant. ® Concrete covers have been permanently removed. 4. Does incoming piping include source(s) of domestic sewage, stormwater or other wastewaters? ❑ Yes ® No 5. If manholes are present, check all that apply: ® Manhole is located above inlet piping. ® Manhole is located above outlet piping. ® Separator contains steel frames and manhole covers. ® The diameter of the manhole is at least eighteen (18) inches. 6. If a vent line is present, check all that apply: ® Vent line extends at least eight(8) feet above finished grade. ® Vent line is properly secured. ® Diameter of the vent line is at least half the size of the diameter of the outlet piping. 7. If a tee-pipe is present, check all that apply: ® Tee-pipe extends up the extension to grade more than three (3) inches above the static liquid level, but no closer than eight(8) inches from the manhole cover. tee-pipe-extends-sfx_(6)-to--twenty feur-(24}inches-from-ftL— ottom o f e separator. 8. Is the outlet piping connected to municipal sanitary sewer or to a holding tank that meets the requirements listed in subsection 5(d) of this general permit? ® Yes ❑ No 9. Is the outlet piping greater than or equal to the size of the-inlet piping and at least four(4) inches in diameter? ® Yes ❑ No 10. Has the proof of purchase and manufacturer's literature on the separator tank, interior and exterior coatings, non-shrinking cement and/or waterplug with waterproof sealant been obtained and are being kept at the registered facility location? ❑ Yes ® No Bureau of Water Management DEP-PERD-REG-010A 1 of 1 Rev.0IJ23101 Part VII: Registrant Certification The registrant and the individual(s) responsible for actually preparing the registration must sign this part. A registration will be considered incomplete unless all required signatures are provided. "I have personally examined and am familiar with the information submitted in this registration, including all attachments thereto, and I certify that, based on reasonable investigation, including my inquiry of those individuals responsible for obtaining such information, that information is true, accurate and complete to the best of my knowledge and belief; "That this registration is on complete and accurate forms as prescribed by the commissioner, without alteration of their text; "That I have read the General Permit for the Discharge of Vehicle Maintenance Wastewater issued by the commissioner on January 23, 2001 that each discharge which is the subject of this registration is eligible for authorization under such permit; that if such discharge is an existing discharge, it complies with all applicable requirements of such permit; and that, if necessary, a functioning and effective system or equipment is in place to ensure that all such requirements are complied with so long as each such discharge continues; "That written approval from the POTW Authority with jurisdiction over the receiving POTW has been granted; "I understand that a false statement made in the registration, including all attachments thereto, may, pursuant to section 22a-6 of the General Statutes, be punishable as a criminal offense under section 53a-157b of the General Statutes, and may also be punishable under section 22a-438 of the General Statutes and any other applicable law." . Z6�L 4/27/2005 Signa of Re strant Date DUSTIN MITCHELL OWNER Name of Registrant(print or type) Title (if applicable) G t 4/27/2005 Signature of Preparer Date TOMEK GRAJEWSKI P.E. PRESIDENT Name of Preparer(print or type) Title (if applicable) ❑ Please enter a check mark if additional signatures are necessary. If so, please reproduce this sheet and attach signed copies to this sheet. Note: Please submit the Permit Application Transmittal Form, Registration Form, Fee, and all Supporting Documents to: CENTRAL PERMIT PROCESSING UNIT DEPARTMENT OF ENVIRONMENTAL PROTECTION 79 ELM STREET HARTFORD, CT 06106-5127 For any discharge of vehicle maintenance wastewater, a copy of the completed registration form shall also be sent to the POTW, which receives or will receive the discharge. Bureau of Water Management DEP-PERD-REG-010 6 of 6 Rev.01/23/01 EX. S.M.H. F.-70.56 Ln-85.16 (s,--STR0NG--�---R0AD--, , w -4— S 8721'38' E f 281.51' a a a I.P. 4`7 3-5-7 -d AD BUSES OUMOOR AN,I PARKING ff AREA ajil z P! Ld ;v)sit. P 10, drive C11 c" It rb N/r A MARYLOU LLC. Now Garage ii ji 0 Z< S, ffice ........... rXI8L O Existing building a Garage R 0 Cro-?w, S�me w Bit. Bituminous pavement drive S.Y. Lit. S.Y. a— EX. I.P. 282.06, (BENT) N/F GEORGE HALLER EX. I.P. 38 [DENT ROAD.SOUTH WINDSOR MITCHELL PROPERTY GROUP LLC GENERAL SITE PLAN PERMITTING AND INSTALLATION OF OIL WATER SEPARATOR PREPARED BY: ZUVIC ASSOCIATES INC. 1722BARHOLMEWRO. MIDDLETOWN.CONNECTICUT DATE DWG 11)4/27/2005 1 1"=60'1 SITE-IA-OMI DING N o.I 1REV 0 i Existing 8" Sewer tr ine To Street Existing Sewer / t++` 6" Line % i� To Building /r Proposed „'j r' New 6" Sch. 40 / 1 p Pavement vc Pi e zz New 1,000 Gallon Oil Water Separator ; New Clean—up 3 yam" if= 9,5x7' f. # if /� !;t\ / {{3'f I_a4r�'' New Clean—up � New 2" Vent Line parking I upported on Building LO�_i F I# New 4" PVC 40 Pipe New Garage f `e — v =II New Floor Trench_ E; } with Cast Iron Grate Z 0 -=-= a (n New ( Lateral I _. rOtrr,°I f Exist. Office Existing building v �.._ Garage Q) a o z s O try E' S f ! 7New floor Trench ast Iron Grate CONSTRUCTION NOTES: 1. THIS IS A REPLACEMENT DESIGN FOR 1,000 GALLON OIL/WATER SEPARATOR. THE FORMER TANK HAS BEEN REMOVED INCLUDING FORMER PIPING AND FLOOR DRAINS INSIDE OLD GARAGE. 2. THE PROPOSED VENT LINE SHALL BE EIGHT(8) FEET ABOVE GROUND 38 IDENT ROAD. SOUTH WINDSOR LEVEL AND PROPERLY SECURED TO THE BUILDING. 3. THE PROPOSED TEE—PIPE SHALL BE 4` PVC PIPE ATTACHED TO MITCHELL PROPERTY GROUP LLC OUTLET PIPE. THE TEE—PIPE SHALL BE EQUIPPED WITH A STAND PIPE RISER EXTENDING UP TO THE EXTENSION TO GRADE MORE THEN THREE INCHES DETAILED SITE PLAN ABOVE STATIC LIQUID LEVEL, BUT NO CLOSER THEN EIGHT INCHES PROM PERMITTING AND INSTALLATION MANHOLE COVER. THE TEE—PIPE SHALL EXTEND TO WITHIN SIX TO 24 INCHES FROM THE BOTTOM OF SEPARATOR. OF OIL WATER SEPARATOR 4. THE EXISTING CONCRETE FLOOR AT THE ENTRANCE IS THE ASSUMED PREPARED BY: ZUVIC ASSOCIATES INC. BENCHMARK (EL100.00) . MIDDLE OF EAST MOST OVERHEAD DOOR. 1722BARHOLOMEWRO. MIDDLETOWN.CQ NECTICUT(8W)30.M7 DATE 4/27/2005 Ij"=3p'(0 SITE-2A-O/W( DWG No; IRE`/0 24" Opening 24" Opening\ /�9 —S with 36" MH with 36" MH L PLAN VIEW 36" Cast Iron Access Manhole (Typ.) with steel frame and cover The concrete covers provided pprox. Finished Grade by the tank manufacturer shall be removed N !d•` �1.�.�d?j:1}:�tl:' .K', Inlet + + Outlet 2" Vent pipe, see Drawing 2 of 3 for location. In I CID -, LR SECTION VIEW DESIGN NO TES: 1. Concrete — 4,000 psi after 28 days 2. Reinforcement — ASTM A-615, Grade 60 3. Loading ASHTO HS20-44 . Joints seated with mastic sealant 5. Tank shall be coated inside with epoxy sealer 6. Tank shall be coated outside with asphalt coating 7. Inlet and outlet pipe connections sealed with flexible rubber boot 6" seal. 8. The oil water separator tank shall have a capacity of at least 1000 gallons or as shown on the drawings 9. Pipe shall be laid in 6" gravel/sand blanket 38 IDENT ROAD.SOUTH WINDSOR 10. Vent pipe shall be 2" galvanized steel underground MITCHELL PROPERTY GROUP LLC and aboveground. DETAILS 11. Vent pipe shall extend eight (8) feet above grade PERMITTING AND INSTALLATION and shall be secured to the building. OF OIL WATER SEPARATOR PREPARED BY: ZUVIC ASSOCIATES INC. i URARHOLOME RO. MIDDLETOM.CONNECTICUT(B60)�C6B35J DATE 4/27/2005 M•N.T.S.ID SITE-3A-OW1 DWG Noi IREVO TOWN OF SOUTH WINI)SOR SANITARY - SEWER LATERAL FIELD LOCATION R' DATE OF CONSTRUCTION: 6o s- BUILDING ADDRESS t, STREET + SUBDIVISION: j NORTH ARROW Iv y 5. f3.3 0 10 L3 gep /c o d!; CONTRACTOR (PRINT) NAME OF C i:;�TOR' SUP RVISOR (PRINT) o a ks- ADDRESS S—IG—NATUftlf 6T a u DATE TOWNSTATE ZIP INSPECTED BY TOWN (S . DATE TELEPHONE NUM6ER WHITE — TOWN PINK — CONTRACTOR YELLOW — CONSULTING ENGINEER / DEVELOPER C00(�j T U001a H0lYJSIQ 6TTC69ZO98 Xd3 TT:LO 90OZ/6Z/VO B ebed ` S3-LVl00SGV OIAnZ <- 6 L LE69Z099 =W</9 L:9 90/62:/b :pan"ze0ad l R E C E I V AUG 0 41 2005 LAW OFFICES OF WAYNE CHRISTOPHER GERLT SOUTH'A"INDSOR ANi ZING DE?T 112 DEMING STREET P.O.BOX 1 132 SOUTH WINDSOR,CONNECTICUT 06074-1132 August 3, 2005 TEL.(860)644-2565 FAX(860)644-2567 E-MAIL:WCGESQOAOL.COM Ms. Marcia Banach Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Appl. #: 04-49P—Mitchell Property Group,Inc. - 38 Ident Road Dear Marcia: This letter is to provide you with written notification that the prospective tenant for 38 Ident Road wishes to move in on or about August 12, 2005. The tenant is Laidlaw Transit Company for its location that services the South Windsor school system. The buses and personnel will be moving from 90 Brookfield Street to 38 Ident Road. At this time,there are no additional tenants for 38 Ident Road. As you know, this letter is written with the intention of satisfying condition #8 of the Planning&Zoning Commission approval letter dated October 19,2004. As always, if there are any questions or concerns, please do not hesitate to contact me. Thank you. Very truly yo y st er Gerlt WCG:mt Cc: Mitchell Property Group, LLC NOTE TO THE FILE: Date RE: Project Name # o — / Address: L d e,� IU Contact person (Phone/fax NOTES: Sc re vi e"j ��e- a d�( -0e /,�&,Q Pie 0. s wa (�L . I&vtovl dle� 3 — p la." e ve-� a"�,tvL 7. W k ere. A) le-&J eex ✓mod D By: 08/15/2005 MON 15:09 FAX 860 644 7280 South Windsor Town Hall U001 ********************* *** FAX TX REPORT *** ********************* TRANSMISSION OK JOB NO. 4824 DESTINATION ADDRESS 918603454077 PSWD/SUBADDRESS DESTINATION ID ST. TIME 08/15 15: 03 USAGE T 05' 57 PGS. 3 RESULT OK 1540 Sullivan Avenue,South Windsor,CT 06074 PH 644-2511 ext 253 Fax 644-7280 South • • Planning Department ftx To: Tomek Grajewski,P.E. From: Marcia A.Banach,Director of Planning Fax: 860-3454077 Pages: 3 Phone: Date: 8/15/2005 Re: 38!dent Rd CC: __. .___.._........................0 Urgent ❑For Review ❑Please Comment..... 11 Please Reply_... ____11 Please Recycle..........................._.._..._._...._. Tomek, have the same 1970 site plan that you are referencing on your current plan(Town Clerk map#57013). Th ndustrialLresidentaLboundary line-exactly-as-shown-on-our-burrent-zoning-nap. The 1970 site plan also shows dearly the required 25'buffer,on both the key map and the site plan. Relevant portions attached.Any questions,call me. Marcia a4,��'t : tar.i� 1 a .. ig:., .:: ... .� • ... r,. '. '.:;:� .,,�:, ,,....' �... - .,� r �t ,! �s.N'', it 1% ,. 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'�t Y s:�' {�3 rX� ��zw,-�c��d�'$3• 7r�,ur.r,c`�,x,�aF _�"�t�k,�3 � a�:, x��ti.� r s� ''#�{� , { it t sir 'a1t��'ti�'�t�r"�c�{� #c;;%t?k'�ik ��3•{ x zht`t 4at3 Ma t tf1 --. �i✓ { srS t _a r} Y 'S{ a 1 x 1t�' t^� V 1 S 1 ;Y .r<:c.R t u} t #r{ R7 �dt-� 3 Je @ i B x r # < .�J yr Ss rya ' :�j!y < 7 {- 4 r tf x ♦ C r 4r 4 lZ 41 Si < .A ,3Yv n a'M:f 73,'i i 1 -1 •,:y •, 'k 'ifr r#ra U �j•�a (::r!r`Y�H, .y._.jf ry`M' Sd f+: Y 3rftsS3 A�,r'#g,pSF x } { ✓ # 1+,�,rr � f c ssii a > %�sff � .� r 'l rlfr��L k'F� f F u 6y < + >� F 5 'n; Marcia'danach- Re 38 Ident Rd Page 1 From: Melvin Stead To: Karl Reichle; Marcia Banach Date: 8/23/05 1:57PM Subject: Re: 38 Ident Rd Section 1.1.4 SIDEWALKS, CURBS, and DRIVEWAY ENTRANCES states "Side walks, curbs,driveway entrances and sidewalk ramps shall be installed in accordance with FORM 814A with the exception that the concrete for sidewalks shall be 3500 psi concrete. (see sidewalk, Curb and driveway Detail sheets.) The proposed construction of sidewalks, curbs, driveway entrances and sidewalk ramps must be approved by the Town Engineer. Concrete curb stops are not part of the state 814A specifications.or ours. These Concrete curb stops do not meet specifications for either poured in place or doweled concrete curb. If there were curb stops there before they arrived under similar circumstances as this. The drivers used to park here and I do not remember seeing stops there. Any way.There has been a change of use, a new site plan and a failure to seek approval for something that in all likely hood would not have received approval. I think they should all come out and the intersection radius protected as we discussed. >>> Marcia Banach 08/23/05 12:36PM >>> Hi guys, Two questions regarding 38 Ident Rd (school buses will be housed there): 1. Mel, they removed some of the concrete curb stops along the edge of Ident Rd but not all of them. Dustin Mitchell says that the section where Tobacco Valley used to have them should be ok for them to continue to remain because they were there for so long(Mitchells replaced them with newer, higher ones). Should they be removed, or do they get to stay? 2. Karl, they planted a row of pine trees within the site, within an area of compacted gravel.They dug a hole just larger than the root balls and backfilled with topsoil; everything else around the trees is compacted gravel. How will this affect the new trees? Thanks! Marcia CC: Jeff Doolittle Marcial3anach Re: 38 Ident Rd Page 1 From: Karl Reichle To: Marcia Banach; Melvin Stead Date: 8/23/05 1:18PM Subject: Re: 38 Ident Rd Hey Marcia, If the area around the trees is compacted gravel and the roots have nowhere to go to get water&nutrients, the trees will do poorly at best. When under a drought situation they will decline very rapidly. It will be like the trees are in a pot and the roots cannot get out. You might want to get a longer than normal landscape bond. These are private trees of course. Karl >>> Marcia Banach 08/23/05 12:36PM >>> Hi guys, Two questions regarding 38 Ident Rd (school buses will be housed there): 1. Mel, they removed some of the concrete curb stops along the edge of Ident Rd but not all of them. Dustin Mitchell says that the section where Tobacco Valley used to have them should be ok for them to continue to remain because they were there for so long(Mitchells replaced them with newer, higher ones). Should they be removed, or do they get to stay? 2. Karl, they planted a row of pine trees within the site,within an area of compacted gravel.They dug a hole just larger than the root balls and backfilled with topsoil; everything else around the trees is compacted gravel. How will this affect the new trees? Thanks! Marcia CC: Jeff Doolittle; Mike Gantick; Steve Lavigueur Marcia Banach Re 38 [dent Rd Pale 1 From: Marcia Banach To: WCGESQ@aol.com Date: 8/18/05 4:33PM Subject: Re: 38 Ident Rd Revised plans just came in today. Jeff Doolittle will be in on Monday; we will need to do a reinspection when he's here to see what still remains incomplete.We also need to determine whether there is anything on the change order request that needs to go back to the Planning &Zoning Commission. We won't be able to sign off on a C.O. until all of that is resolved. Marcia Banach, AICP Director of Planning Town of South Windsor 1540 Sullivan Ave, South Windsor, CT 06074 860-644-2511 x 253 banach@southwindsor.org www.southwindsor.org >>><WCGESQ@aol.com>08/18/05 03:22PM >>> Marcia, are you satisfied as to the plans from tomek and the proerty to sign off and allow c.o or temp c.o. to isssue in time for Laidlaw's planned move to site monday morning?? Wayne Christopher Gerlt, Esquire GERLTLAW P.O. Box 1132 South Windsor,CT 06074 Phone: 860-644-2565 Fax: 860-644-2567 This communication constitutes an electronic communication within the meaning of the Electronic Communications Privacy Act, 18 USC 2510, and its disclosure is strictly limited to the recipient intended by the sender of this message. This communication may contain confidential and privileged material for the sole use of the intended recipient does not constitute a waiver of the confidential or privileged nature of the communication. Any review or distribution by others is strictly prohibited. If you are not the intended recipient please contact the sender by return electronic mail and delete all copies of this communication. CC: Doolittle, Jeff; Dougan, Chris L ti RECEIVED TOWN OF SOUTH WINDSOR { STAFF SITE CHANGE AU.G 2 5 -2005 FOR SITE .& SUBDIVISION SOUTH WINDSOR PLANNING DEPT.. GENERAL: CHANGE ORDER CONTACT PERSON �-�.PA J� � �� Phone No����� �'�y' t�✓�7 ` Address Site Name .J+ `; -A P&Z No. Phone No x Owner // •TC'It e- � .: Contractor Signature of Owner Date; - - z Signature of Design Engr: if r�yr� �r.• �- �' y Date: ZG` --� CHANGE: (Describe location and nature of change. Include s` Four (4 ) copies of plan/profile of Change. ) j, Av'vt' rurc, i�t' i�" j. :sai-'i.l. ' �r^C f. /' �, • fit �z n9+1 i /e, a l J ��� ifs „� y"i^ w d�rE ��✓FJt'N"� iG+a Reason .for Change: (Why is change: quired) f e- r . f ° }(� Cat./[" � 6o. LIC`�lf�� /`C''Vf r . .�. C.3c:•T v� ©' v►A�4f �;� Le�' / T 1r t-rtG' 690"A++.4-ic•e'Zpoa,-`1 a r APPROVALS: (As Require < Dr. Of Planning Datee Town Engineer Prks Date:Dr. of Public W Date: ` Other: ` Date : STAFF r ,.. W �- f�/` G�1� t ca. O ti J y t White - Town Engineer Yellow - Applicant : Pink Director of Planning Goldenrod - Engineering Department • v, ZONING REQUIREMENTS: � r+ I. MIN, LOT SIZE-20,000 SF PROVIDED-131,173 SF(3 ACRES) 2 MAX.LOT COVERAGE- 50% PROVIDED-a.3X 3. MAX.IMPERVIOUS AREA X- 89%VARIANCE 5/11/95 PROVIDER-81R C 4. MAX. IMPERVIOUS AREA- 167 ACRES PROVIDED-2.42 ACRES �C-I n 5. SETBACK D FRONT 35' PRONOEO-35' SIDE t0' PROVIDED-1D' (q REAR 25' PROVDER-N/A(see Nola 17 0 below) H 8. PARKING REQUIREMENTS OFFICE SPACE-1918 SF(O 4,5/1000 SF)- a,B SPACES A GARAGE SPACE-11,884 SF(O 1/250 SF} 47.5 SPACES m STORAGE ADDITION - 3,000 SF(O I/250 SF)- 12 SPACES cn 1 CARETAKER APT- 1 SPACE PER 2 CUE=RESIDING ON PREMISES TOTAL PARKING REQUW*Xw 70 SPACES PROVIDER- OUTSIDE OF FENCE 42 SPACES FOR STANDARD VEHICLES 2 HANDICAP SPACES INSIDE OF FEIICE 2 SPACES FOR STANDARD VFNtCLES 48 SPACES FOR OVERSIZE VEHICLES(40'XIO') 8 SPACES FOR OVERSIZE VEHICLES(30'XIO•) TOTAL PROVIDED- 102 SPACES C7 NOTES: G) 1. FRONT YARD ESTABUSNED ALONG MT ROAD AND STRONG ROAD. V1 2.THE DEVELOPER SHAD.NOTIFY THE TOWN OF SOUTH WMDSOR ENGINEF.RMIG DIVISION! 24 HOURS PRIOR TO BEGINNING ANY p SIURM DRAINAGE.ROADWAY PREPARATION,PAVING, SIDEWALK, -4 CURSING, STREET LIFE MONUMENTATION, PROPERTY CM40 PINS, -4 ETC_, TO SCHEDULE INSPECTIONS. THE DIVISION CAN BE REACHED EIETWEE N a:30 A.M. - t 30 P.M. AT(860) 644-2511 3. TOTAL AREA OF SUBJECT PROPERTY IS 301 ACRES. 4. THE PARCEL IS ZONED INDUSTRIAL% 5. THE CONTRACTOR WILL VERIFY UNDERGROUND DRAINAGE > FLOW ELEVATIONS, PRIOR TO COMMENCING THE WORW, C 6. ONE CARETAKER APARTMENT WILL BE LOCATED ADO E THE OFFICE SPACE PER SOUTH WII IDSOR ZONING REGULATION 13,1.2.6 V1 7. LOT L003(HALIER GE.ORGE)IS INDICATED ON SOUTH MNDSOR ZONING MAP o AS A-40. THE PRESENT USE AND THE ASSESSOR MAP INDICATES C) I (INDUSTRIAL)ZONE. PREVIOUS SITE KM APPLICATIONS (1/29/90. 7/26/153 do 11/4/70) REFI RED TO THIS LAND AS INDL1M AL j in 4 D STATUS PLAN y CHANGE ORDER APPLICATION ITHIS MAP IS VAUD ONLY IF IT BEARS THE ORIGINAL GARAGE AND STORAGE AREA � ATVRE AND EMOSSEO OF THE ENGINEER 319 EDE" ROAD cQ ' SOUTH Z1rIIITDSOR. CONmcTx1UT PREPARED LATCHELL PROPERTY GROUP. LLC nor FOR: OMCE (860) 528-9500 cif PREPARED ZU1AC ASSOCIATES INC .-� BY: CR 1722 BARTHOLOMEW ROAD, MIDDLETOWN. COIN. M.eY/,v /n m—. .— C.V /GCA\YIR_IA77 ,LaM�rcia 133hach 38 Ident Road Page 1 From: Marcia Banach To: Gerlt, Wayne Date: 8/24/05 9:28AM Subject: 38 Ident Road Wayne, Jeff Doolittle and I reinspected 38 Ident Road this morning. Dustin Mitchell and Tomek Grajewski (site engineer)were present during part of our reinspection. We have discussed the results of our reinspection and the results of the Building Department's inspection (also done today)with Chief Building Official Chris Dougan.We also discussed the site with Fred Shaw, Superintendent of Pollution Control. Mr. Shaw expressed surprise that there is a residential dwelling unit within the building. He indicated that the residence had not been discussed with WPCA during the approval process, and that the applicant will need to return to WPCA for approval. Please contact Mr. Shaw to arrange this. John Flannery, Building Inspector, has provided me with a copy of a revised floor plan dated August 18, 2005. The floor plan appears to show a second dwelling unit, complete with full bath and master bedroom. Mr. Flannery has indicated that utilities are installed and ready to hook up into a kitchen(including gas and electric).This arrangement does not conform to either the approved site plan or current zoning regulations and must be removed beyond simply removing appliances and labeling it"alcove"on the plan. We also remind the owner that occupancy of the one allowed apartment is limited to a person who is the owner, manager, caretaker or janitor for the permitted industrial use on the site. Mel Stead, Superintendent of Streets, has indicated in no uncertain terms that the curb stops must be completely removed from the edge of[dent Road. Concrete curb stops are not approved by either the Town or the Connecticut Dept of Transportation as suitable along roadway edges. The edges must be restored with bituminous curb or loamed and seeded, as was done with the rest of the curb stops. n� Karl Reichle, Town Tree Warden, has indicated that the pine trees planted with minimal topsoil in the LLJJ midst of compacted gravel will do poorly, and will decline rapidly in periods of drought, because there is no place for the roots to grow and spread out. The trees were not meant to be planted in compacted gravel. All of the compacted gravel must be removed, no matter how deep it currently is, and replaced with regular soil, topsoil and seed. The landscaped areas behind the curb stops along the perimeter fencing must also have the compacted gravel removed (all of it)and replaced with regular soil, topsoil and seeded. The landscaping along the parking lot closest to Ident Road needs to be installed (not in compacted gravel). The dumpsters need to be screened. �--A rodent screen needs to be installed at the end of the PVC drain pipe from the roof leaders. An additional handicap parking space needs to be provided, as shown on the approved plan.We ave no objection the the parking spaces being relocated along the building, but the second handicap space needs to be provided. Tomek Grajewski will update the as-builts to reflect the additional paving that was added on the south side of the building. I understand your hesitation to install landscaping within the 25' buffer area along the south property boundary pending potential ZBA relief. When everything else is completed in accordance with the approved plans, we can discuss the possibility of bonding this buffer area while a ZBA application is pending. Due to the many concerns listed above, in combination with the serious nature of the Building Department's issues, staff collectively agree that this site is not ready to be occupied by school buses. Following iso summary list of the items still needing correction. When these are all completed in accordance with the site plan as well as in accordance with industry standards, let me know and we will reinspect for compliance. 1. VVPCA approval for 1 residential unit 2. Completely remove second residential unit(not just onpaper) 3. Remove remainder ofconcrete curb stops on |dent Rd 4. Remove gravel stone around tnamu, in the entire area behind the tnamo, along the entire fence, behind the curb stops. Replace with ooi|, topsoil fkseed. 5. Screen dumpmtero 0. Install rodent screen on noofundandnoina 7. Add 2nd handicap parking spot � 8. Update as-built drawings to reflect all existing conditions Thank you for your assistance and cooperation in resolving these site issues. � Marcia 8anach. AJCP � Director ofPlanning Town of South Windsor 154O Sullivan Ave, South Windsor, CTOG074 800-044-2511x253 banaoh@mouthvvndoor.org vmxmv.00uthwindoor.org CC: Doolittle, Jeff; Oougan, Chris; Flannery, John; GaUigan, Matt; Gnajevvoki. Tomeh; GuUano. Barry; Shaw, Fred BOND TRANSMITTAL DATE: APPLICANT NAME \J) CD ADDRESS PROJECT LOCATION/ADDRESS �j �1e� LOT SUBDIVISION P&Z OR IWA/CC APPLICATION NUMBER AMOUNT OF BOND_ �5 , Q 00 , Lo AV , CHECK NUMBER DEPARTMENT rn SUBMITTED BY NAME DATE RECEIVED BY FINAN DATE SUB ACCOUNT NUMBER HAPlamiing Department\Holmes\forms\BONDTRANSMITTALOS-27-OI.doc 110co S f4 x FTOWn 07'e S10U� ?d&U&Ot y 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•CO AREA CODE 860/644-2511 September 19, 2005 Dustin Mitchell 90 Brookfield Street South Windsor,CT 06074 Re: 3 8 Ident Road—Residential Unit South Windsor,CT Dear Mr.Mitchell: The South Windsor Water Pollution Control Authority, at its regular meeting of September 6, 2005,gave approval for the connection to the Town's sewerage system of a residential unit on the commercial property previously approved by the authority and located at 38 Ident Road, South Windsor, CT as more specifically shown on plans entitled"Status Plan Change Order Application", Garage and Storage Area, 38 Ident Road, South Windsor, CT, Prepared by Zuvic Associate, Inc. Middletown, CT, File No.: 1234, Sheet No. 1,Dated 8/12/05,with revision date: 8/17/05; and subject to the following conditions: 1. Technical approval of the Town Engineering Department. 2. 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 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, Of Joseph J.Carino,Chairman Water Pollution Control Authority JC:ead Cc: Michael J. Gantick,Director of Public Works Jeffrey Doolittle,Town Engineer Marcia Banach,Director of Planning Christopher Dougan,Chief Building Inspector Mr.Tomeck Grajewski,Zuvic Associate r _ :. x n ,fit AF �.`"tr �. x 1 .?�i't� `S��-^'�'�x+c- �3� j• f S . - ` •_; Q• ,k n' r••`5 TOWN OF SOUTH WINDSOR t STAFY 6 TE -C]WOE ' -FOR SITE SUBDIVISION T = GENERAL: CHANGE ORDER CtNTACT PERSON William. Mitt en Phone No. � 8-9500, Address 90' Btowield St , South Winder CT 06074` 3. Site Name. Tct ROW P&Z No. G Mitchell -9506 Owner „"l 1 axe '�yxrt � Phone No.`. 528 ., a. Y- Contractor Mitchell efterty Grow �C Signature of Owner Dates Signature of Design` Engr. N-A Date: _ 3 . . CHANGE:: (Describe location and nature. of change. Include Four (4 ) .copies of plan/profile of Change. ) To eliminate the i at*& and t in an . 'andaeap ng. Bu impervivua� material as.ge�tvel or g av ng as pe vw ance gran f:, Zoning eon r ong the wutftr y or a a�tance . to y ery tner5 • ' off er w { : ROason for Change: (Why is change required) Variance granted De00aber 11 =5 3 APPROVALS: (As Required r Dr. Of Planning Date: . Town Engineer I a - Date e z } p Dr. of Public Wo )Cs Date: Other•: Dates STAPP ro mmF7NTR �5 x s. White Town Engineer Yellow -� Applicant t Pink - Director of Planning Goldenrod - Engineering Department , �as3cta`»ti:-�f.�.9k`�S^"L. _ia��Y�i'����@ia t�•i:Ray:as"w`r� Cia'`i r+.�i �3aYi4�''i'-.'a4��«5m`y.a',`�.hc�r%� "Q.s`�'"'�xr .c� Y"e. ��!m AD New Edge o` Q 49 �F pavement 8 4 9f Gravel/ / � / � Crushed Stone Stop Sign (Typ.}� �../� B f New / o� @ anC, See Note 8 0 • • e • /� y� Doory awC " � •• ��' Office moor rre (1?• a@ \ ••.• 4% ob W/th 5P.) Area ♦`Cosy / � tarot Storage Garage Building a Area /y b � y / FF 78,60 a y l Floorrren ♦� w/th ° - 'c`l Cosf m off, `rpn Cr J Doors ote / sit. oleo* 0 D i Mechanlca �onc. Pad Room xainuwlrenc4' v y y 0. gays roe,?, EX. I.P. (BENT) FFFip a/p� v \y " Rigid PVC & 2" Rigid PVC Conduits For Future Else. Communication cables y y N N/F y GEORGE HALLER i ZONE: A-40, SEE NOTE 7 GEORGE/HALLE I TRUSTEE i ZONE: I Garage /Manufacture Building • TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: ' �!' q _ CHANGE ORDER CONTACT PERSON f E t"7f�y Phone No. ��0' 1` y ` 7 Address f / �, r ����F z,C v ,q:Z1 77,' -- I,-A,U Site Name 3,,'p4' VG-, 14 P&Z No. _ Owner "�e--47 t u r(- e.r Phone No. Contractor .-leLic /* 4 50e %.,fie"i Signature of Owner Date: Signature of Design Engr. G --. , Date: 471Z' CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) ` o ye, eo'Ov`) 7c-,to cr Reason for Change: (Why is change required) APPROVALS: (As Required) r Dir.. Of Planning �1 t Date:. u Town Engineer y Date: 41111 164 Dir. of Public orks Date: Other: Date: • 'n /'is � l'( 11 ,iG.re^.4 LYX i k'`" f`yt,l Ga tibf..a - (it,E rf-' , +, '�{p. �''N, 4<, ( (� +�'u; l/!u✓�^5 �?fn- . . � s. k� u� � S i L� �'..-c,,, icy w! C. u White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department f� 1 p •ry b l� 1 � TII"��0 3'Oai1a4.7 � IJs'Jla'II'�aZ� . • jjjj C.>�®.au�.L�I • ZcMp3E=SlaZa�.r ZMEaXD=X=.Z �3=X13= i a�,r .�a+oss .ten. .-v:.a.•».:�m ffiJm L7����II�'m �`. 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SOUTH WINDSOR,CONNECTICUT 06074-1132 TEL.(860)644-2565 FAX(860)644-2567 E-MAIL:WCGESQ0AOL.COM July 14, 2006 Ms. Marcia Banach Ll 9 Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: 38 Ident Road, South Windsor, CT Bond for Buffer Installation Dear Marcia: As you may recall, at the time when the certificate of occupancy was issued for 38 Ident Road, a $5,000.00 cash bond was posted in lieu of installation of improvements to the buffer area. Following the posting of that bond, we obtained a variance which eliminated the need to make improvements within the buffer area. We request the release of the $5,000.00 cash bond at this time. Please advise. Very truly y , e C "i erlt WCG:mt LAW OFFICES OF WAYNE CHRISTOPHER GERLT , 112 DEMING STREET RECEIVED P.O.BOX 1 132 SOUTH WINDSOR,CONNECTICUT 06074-1132 JUN 2 9 2006 June 28, 2006 SOUTH W!NDSPW=VnFn6, E-MAIL:WCGESQOAOL.COM Ms. Marcia Banach Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Application 04-49P'—Mitchell Property Group, LLC Property at 38 Ident Road, South Windsor, CT Dear Marcia: As you know, Condition 8 of the Letter of Approval in the referenced matter contained the following notation "The Planning Department must be notified of any prospective tenant(s), and the applicant must provide information required by staff to determine compliance with zoning and other Town requirements,prior to occupancy of the site by the prospective tenant. " A prospective tenant has approached my client and wishes to rent space within the building. The company is Vincent Property Service LLC, P. O. Box 256, East Windsor, Connecticut; the principal is named David Eric Vincent; his telephone number is 250-9162. The business is property maintenance and management. If you require further information,please let us know and please indicate the acceptability of this tenant as soon as possible. Thank you for your attention to this matter. 4ayne opher Gerlt WCG:mt - Cc: Dustin Mitchell ,OWN SFq � Tlow 0 V ?///1 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 June 29,2006 Attorney Wayne Gerlt 112 Deming Street Post Office Box 1132 South Windsor, CT 06074-1132 Dear Wayne: RE:38 IDENT ROAD,NIITQHELL PROPERTY GROUP LLQ PROPOSED TENANT Thank you for your letter dated June 28, 2006, regarding proposed tenancy at 38 Ident Road. Vincent Property Service LLQ as described in your letter,is an acceptable tenant for that location. If we maybe of further assistance,please do not hesitate to contact me. Sincerely, Nlarcia A.Banach,AICP Director of Planning NIB/sf Li _LAW OFFICES OF WAYNE CHRISTOPHER GERLT JUL 17 Z006 112 DEMING STREET ( �hl'�,,�'r,� P.O.BOX 1132 SOOTH ,; i� SOUTH WINDSOR,CONNECTICUT 06074-1 1 32 TEL.(860)644-2565 FAX(860)644-2567 E-MAIL:WCGESO@AOL.COM July 14, 2006 Ms. Marcia Banach Li LI 9 Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 �+ C : r. ru Re: 38 Ident Road, South Windsor,CT Bond for Buffer Installation Dear Marcia: As you may recall, at the time when the certificate of occupancy was issued for 38 Ident Road, a $5,000.00 cash bond was posted in lieu of installation of improvements to the buffer area. Following the posting of that bond, we obtained a variance which eliminated the need to make improvements within the buffer area. We request the release of the $5,000.00 cash bond at this time. Please advise. Very truly y , e C i erlt WCG:mt BOND RELEASE TRANSMITTAL DATE: I j� APPLICANT NAME a V1 n��-W fey V I C'j— -2 A- n C- ¢¢ --, ADDRESS S7Jla ki t y, eni r l o(Q y 1 7 PROJECT LOCATION/ADDRESS �g - LOT P&Z OR IWA/CC APPLICATION NUMBER 0 11-L1 q � SUB ACCOUNT NUMBERp ORIGINAL BOND AMOUNT 000, o� Please release the bond indicated above as all of the required work has been completed. 7/f' b N DATE 4-k- S5(T - 7/tea 16y BY G, CHECK # ISSUED DATE HAPlanning Department\Holmes\forms\BOND RELEASE TRANSMITTAL 08-27-Ol.doe BOND RELEASE TRANSMITTAL DATE: 9-20-2010 M, fr_ti@i/ Proper-i`y Cjroup APPLICANT NAME �e�,i-=s #z1 fic��i*�eeR '.. ADDRESS 90 Brookfield Street South Windsor CT 06074 PROJECT LOCATION/ADDRESS 38 Ident Road LOT P&Z OR IWA/CC APPLICATION NUMBER 04-49P Mitchell Property SUB ACCOUNT NUMBER 500066 ORIGINAL BOND AMOUNT $2,000 Please Release $2,000 Please release the bond indicated above as all of the required work has been completed. &Aly",4 oq�jj —z 0 NAME DATE So /o/ y �/4 CHECK # ISSUED DATE W:\Planning Admin\PZC\Bonds\BOND RELEASE TRANSMITTAL 09-20-10.doc Dyl N SF4 �-0 01s� � m � w` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �f�OsoR'c° TELEPHONE (860) 644 2511 September 20, 2010 Environmental Services Inc. 90 Brookfield Street South Windsor CT 06074 Dear Sirs: Re: Appl. 04-49P, Mitchell Property Landscape Bond Release This is to advise you that the Planning and Zoning Commission voted on September 14, 2010 to release the above mentioned bond in the total amount of$2,000. 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