Loading...
HomeMy WebLinkAboutSite Plan - Conservation (274) TOWN OF SX=CONSERVA INLAND WETLAND, WATERCOURSE CATION APPLICATION #. �9- 3 P DATE RECEIVED APR 1.0 1989 INSTRUCTI&Wth Windsor INLAND WETLANDS AGENCY/ 1. The application, map and plans must be submfM81 IT*f0k u9 mem together with the fee set forth in the Inland Wetlands, Watercourses and Conservation Regulations, Town of South Windsor. (See Regulations, Section VI). 2. The South Windsor Inland Wetlands, Watercourses and Conservation Regulations should be reviewed with respect to the standards and criteria for application evaluation. (See Regulations, Sections VIII - X). 3. The applicant understands that this application is to be considered complete only when all information and documents required by the Agency have been submitted. (See Regulations Section VII). A. APPLICANT'S NAME Irwin B. Singer ADDRESS c/o Atlas Oil Company 414 Tolland Street, East Hartford, CT 06108 289-6435 PHONE: (HOME) (WORK) Irwin B. Singer B. LEGAL OWNER'S NAME: ADDRESS c/o Atlas Oil Company 414 Tolland Street, East Hartford, CT 06108 PHONE: (HOME) (WORK) 289-6435 (List additional owners, addresses, and phone numbers on back of application) . C. IF THE APPLICANT IS NOT THE OWNER OF THE SUBJECT PROPERTY, A LETTER BY THE PROPERTY OWNER(S) AUTHORIZING THE PROPOSED REGULATED ACTIVITY SET FORTH IN THE APPLICATION MUST ACCOMPANY THIS FORM AND WILL BE PART OF THE APPLICATION. D. PROJECT NAME: (if any) 1. Contact Person (if further information is needed). Frank E. Ahearn, Esq. , South Windsor - 644-2501 o E. THE GEOGRAPHICAL LOCATION OF THE PROPERTY WHICH IS TO BE AFFECTED BY THE PROPOSED REGULATED ACTIVITIES INCLUDING A DESCRIPTION OF THE LAND IN SUFFICIENT DETAIL TO ALLOW IDENTIFICATION OF THE PROPERTY ON THE INLAND WETLAND AND WATERCOURSES MAP. 249 Oakland Road, South Windsor - a parcel of land presently occupied by a Mobil motor fuel station at the intersection of Oakland Road and Felt Road. PAGE 1 F. NAMES OF ALL ABUTTING PROPERTY OWNERS: (USE SEPARATE SHEET IF NECESSARY) See Attached Schedule G. HAVE YOU NOTIFIED ALL ABUTTING PROPERTY OWNERS BY CERTIFIED LETTER THAT AN APPLICATION IS PENDING BEFORE THE AGENCY?. **(You are required to supply a copy of the letter with the list of the names of the abutters).** H. PURPOSE AND DESCRIPTION OF ALL PROPOSED REGULATED ACTIVITY(S) INCLUDING AMOUNT AND TYPES OF FILL AND THE TIME ELEMENT INVOLVED: to reconstruct and modernize an existing motor fuel station which will require disturbance of more than one-half acre of land. I. A CLASS A-2 MAP OF THE PROPERTY DRAWN TO lw-401 , SHOWING THE AREA TO BE DEVELOPED, EXTENT OF THE WETLANDS AND WATERCOURSES AFFECTED, TOPOGRAPH, EXISTING AND PROPOSED ACTIVITIES AND NAMES AND LOCATIONS OF ADJACENT PROPERTY OWNERS MUST BE SUBMITTED. J. ACREAGE OF WETLANDS AND WATERCOURSES TO BE ALTERED: NONE K. ACREAGE OF WETLANDS AND WATERCOURSES TO BE CREATED: NONE A L. LINEAL FEET OF PROPOSED STREAM ALTERATION NONE M. TOTAL LAND AREA OF PROJECT AND PERCENTAGE WHICH IS WETLANDS: 27,411 square feet - none of which is wetlands. N. IDENTIFY ALL OTHER PERMITS OR APPROVALS THAT HAVE BEEN ISSUED, APPLIED FOR, OR REQUIRED WITH RESPECT TO THE PROPOSED ACTIVITY SET FORTH IN THIS APPLICATION. (These may include but not be limited to, local Planning & Zoning, Zoning Board of Appeals, D.E.P. , F.E.M.A. , D.O.T. , The Army Corps of Engineers, and any other State, Local or Federal Permits.) Application for variance frontline, sideline, buffer requirement and impervious coverage. 0. THE APPLICANT (OR DESIGNATED REPRESENTATIVE) HEREBY ATTESTS THAT A SIGN WILL BE POSTED AT THE FOLLOWING LOCATION/S by NAME ON OR BEFORE THE FOLLOWING DATE: SIGNATURE:Irwin B. Singer BY: His Attorney Frank Ahearn THESE SIGNS MUST BE DISPLAYED CONTINUOUSLY FOR AT LEAST FIVE DAYS PRIOR TO SCHEDULED MEETING. (See Regulations, Section 6.3a) . PAGE 2 THE UNDERSIGNED HEREBY APPLIES FOR THE REGULATED ACTIVITIES LISTED IN PARAGRAPH H ABOVE, FOR A INLAND WETLAND, WATERCOURSES AND CONSERVATION PERMIT FOR THE PROPERTY DESCRIBED HEREIN AND CONFIRMS THAT: 1. HE IS FAMILIAR WITH THE CURRENTLY EFFECTIVE INLAND WETLAND, WATERCOURSES AND CONSERVATION REGULATIONS OF THE TOWN OF SOUTH WINDSOR. 2. HE/SHE UNDERSTANDS THAT AT ANY TIME DURING THE REVIEW PERIOD, THE AGENCY MAY REQUIRE THE APPLICANT TO PROVIDE MORE INFORMATION ABOUT THE WETLANDS AND/OR WATERCOURSES IN QUESTION AND/OR ANY PROPOSED ACTIVITY. 3. ALL INFORMATION SUBMITTED IN THE APPLICATION FOR REVIEW SHALL BE CONSIDERED FACTUAL, OR IN THE CASE OF ANTICIPATED ACTIVITY, BINDING. A KNOWING FAILURE OF THE APPLICANT OR ANY OF HIS/HER AGENTS TO PROVIDE CORRECT INFORMATION, OR PERFORMANCE EXCEEDING THE LEVELS OF ACTIVITY ANTICIPATED, SHALL BE SUFFICIENT GROUNDS FOR REVOCATION OF ANY PERMIT UNDER THESE REGULATIONS . 4. BY MAKING THIS APPLICATION, THE APPLICANT GIVES PERMISSION TO THE INLAND WETLAND, WATERCOURSES AND CONSERVATION COMMISSION MEMBERS AND/OR ITS REPRESENTATIVE TO ENTER THE PORTIONS OF THE PREMISES WHICH ARE SUBJECT OF THE APPLICATION FOR THE PURPOSE OF INSPECTION AND INVESTIGATION AND OTHERWISE EVALUATING THE MERITS OF THE APPLICATION BOTH BEFORE AND AFTER A FI D BION HAS BEEN ISSUED. Irwin B. Singer, BY: Z is Attorney Signature of Applica ank E. Ahearn Date Received and filed at the office of the Planning Department this day d'f 19 4l'2.�1L-1 Signature A Agent ~- Date FEE RECEIVED YES_ NO_ .AMOUNT DATE RECEIVED by HEARING DATE HEARING ADV. (1) (2) APR 10 1%9 South Windsor PERMIT GRANTED DATE PERMIT DENIED DATE INLAND WETLANDS CONSERVATION C AGENCY/ OMMISS101t PAGE 3 SCHEDULE OF ABUTTING PROPERTY OWNERS OAKLAND ROAD AND FELT ROAD SOUTH WINDSOR, CT. 1. Oakland Center Assoc. 289 Oakland Road 2. Pauline G. Johnson 195 Oakland Road 3. John & Donald Dzen 245 Niederwerfer Road 4. The LaCava Construction 185 Silas Deane Highway Company Wethersfield, CT 06109 S. Elizabeth C. Burrill 82 Felt Road 6. Calvary Church of 647 E. Middle Turnpike Assemblies of God Manchester, CT 06040 7. Leonard Federea 274 Oakland Road 8. Anthony R. Delnicki 130 Felt Road 9. Joseph C. & Bernadette M. 150 Felt Road Forbes 10. Ursula Varian Zahner 10 Mohegan Trail h WILSON M.ALFORD,SR.,P.E.&L.S. ENGINEERS SURVEYORSPLANNERS •WILSON M.ALFORD,JR.,P.E.&L.S. 200 PIGEON HILL ROAD ■P.O.BOX 484 ■WINDSOR ■CONNECTICUT 06095 ■Telephone(203)688-7288 H`L AVPZ- ANAAystS PREGF'AP4 ED FOB A I`A,-S 01�- GO"PANI/ 24q OAVI.AI-i.b Rakt) Sr7U?f-I iyl(hl.b��,G t FXlsrl-4l- to Y>rAk; Fyovl N�oPD �t� ID /EAR rOt�r A RfFA = D. G3 AG Pc S ARf5A G = 0-`71 G = 0,72— TL W S rN -I'� c MI N VTGS .T,o = �. R,, t2 NOFF Fs Fr 1; THE MAY 16 198 South Windsor INLAND '1C1bEnLAI Ds Ate'/ CONSIMADM CIMUM 10f I Y. N -j- N �iz b� (� Line Segment Time to Inlet I i I I I I Time in Pipe + I (� U� 6\ 61\ (h G ti Acct:a;;lated Time o O p O o (N (Ij o 0 0 = Al F-ntera ng Catch Bas i n 0 0 o a o- e orn Sum of AI in System. I I 1 o I 61) n c,1 IN I�61I Iv N N ( IZ\3 I*-' Rainf&U Intensity 1 0 L' co Q in System 0 I I � � piSize De l� a Length cf Pipe _ - � o o — �►-, Slope a . (Average 'Wrlocity to �Tull Capacity O ~ Headwater 0 o O o o p SZ � I v� W •oI; soaR5 Xq pa:#o-G '<:Rf QN\-/'I?jVo b+7Z T E2jULLS a�aa-,y b�JhJ! 3ZKQ �+7 pain fsaQ 07 -110 S b8 N/S 'lam PREPARED :FOR:�-�s OlL �O, QATE_S f - ---- HYDRAULIC ANALYSIS _LocATJor�:��_ .� �o � � � _��_�� ASSOCIATF-S - s� CIVIL E�G1h!�=-S W ND4:?cONrr. STRUCTURE AREA "C" A x C T. P PF PIPE PIPE PIPE VELOCITY Vc'_OCfTY ��oyv Riot', SI..E SLOPE LENGTH CAinCI T Y PLOW FULL DI Elm ARKS SC.�-shRGE RE FPIW-TO E:.PC TOT_ tt INC_ rOT_ INC. TOT_- INC_ TOT_ INC_ TOT- I JINCHESJ I p (FEETJ C.FS_ { FT_/ScC_ I FT f ScC I G I— �J.(�, ( - :G��-c z Io.J�► lo.r31 I I 1� 2 ! lo.g i Is 13.E log I (0.0 i I I -rD f f-Lr-�7 ion I i0.0-7l I I I� z 10.�1 (o 4.o �„ I tN OF"/ I I I +�w o.:Jo I 1_> fH-Gr32 lo.(0 ID.o� I S I 10.6 8 4.0 I L17 .LI- 7 . 0 12.c4 °" ..7. o I N I Gp I _ .• I - I - i - _ I I I I i - I .. I.-- I- - - I- ---.. ._ ---- -_ I � -- ------ 1 — ----1 -- E A. HESKETH & ASSOCIATES, INC. 101 MILLBROOK COMMON.BLOOMFIELD,CT 06002-(203)242-7755 April 28, 1989 Mr. Richard Kirkby Atlas Oil Company 414 Tolland Turnpike East Hartford, CT 06118 Re: Proposed Modernization MAY 8 1�89 249 Oakland Road South Windsor, CT South UndSOr O u r File 8 8 0 01. 0.0 INLAND V4E7"NDS AGENCYi RVATION COMMISSION Dear Mr. Kirkby, ' Pursuant to your request and authorization of March 28, we have conducted a review of roadway and traffic conditions existing on Connecticut Route 30 (Oakland Road) in the area between the village of Wapping and the Manchester town line with particular emphasis on Route 30 at its intersection with Felt Road. It is anticipated that the data developed in our study will be useful to you and to Alford Associates, your site planners, in developing plans for the modernization of this location, and also to South Windsor town officials in their deliberations regarding the traffic impact, if any, which results from the modernization of this land use. Our study is based upon the assumption that the existing building, which has been utilized for automotive repairs and which presently operates as a snack shop, will be removed and that the existing pump islands will be replaced with new multi-product dispensers, with two pump islands, each containing two such dispensers, each side of a new mini-mart building, and with the entire facility provided with a canopy to protect customers from the elements. traffic studies traffic engineering traffic planning Oakland Road forms a part of Connecticut Route 30, a state highway which connects Route 5 in South Windsor with the towns of Manchester, Vernon and more distant points to the northeast. Between Its intersection with Buckland Road and Ellington Road at the Route 74/194 intersection in Wapping and the Manchester town line, 1. 5 miles to the east of Wapping, the roadway is a two-lane bituminous highway varying between 22 and 32 feet in width. The road is generally tangent and level with few grades or hills and few curves. There are only five curves between the village of Wapping and the Manchester town line which provide a deflection of greater than 2 degrees. Two of these are located within three-tenths of a mile of the Buckland Road intersection, one is Just east of the small shopping center One-tenth of a mile east of Felt Road and the other two are near the Foster Road intersection. The computed safe speed for each of these curves is 55 miles per hour or greater. There are three areas along the roadway where the grade exceeds 4 percent. These include a 6. 5 percent grade three-tenths of a mile east of Buckland Road and two areas with a grade between 4 and 5 percent occurring between Felt Road and Foster Street. The roadway is posted for speeds of 30 miles per hour and nighttime illumination is Provided with mercury vapor lamps mounted on utility poles in the section of highway between Buckland Road and Foster Street. Land use along the roadway is mostly medium-density residential with some agricultural properties in the section of highway west of Felt Road. On the south side of Route 30 within the village of P Wapping is a commercial and office area with land uses which include office space in the former library building, Five Corners Pizza House, office space, computer marketing and a savings bank at 25/29 Oakland Road, a real estate office and a florist in converted residential properties and the South Windsor Veterinary Clinic. Other non-residential land uses include a pre-school center, the School of Performing Arts, and the Mobil Service Station, which is the sub3ect of this study, located at the northwest corner of the intersection of Route 30 with Felt Road. Immediately east of Felt Road an older shopping center has undergone reconstruction, modernization and expansion to provide tenant space for 12 to 20 small retail or service activities. The center is now sybstantially completed and occupied. Tenants include a hardware store, video center, Chinese restaurant, bake shop, pizza restaurant, Cumberland Farms convenience store, deli and ice cream shop, liquor store, barber shop and real estate office. Automotive World occupies the parcel immediately east of the shopping area and to the east of that location the land use is residential throughout our study area. Felt Road to the north of Route 30 is a two-lane South Windsor town roadway serving medium-density residential development and is Posted at 25 miles per hour throughout its length between Route 30 and Palmer Drive. Felt Road south of Route 30 is an unimproved road serving agricultural land and a very limited number of residential Properties between Route 30 and its dead end a short distance to the south of Felt Road. The Connecticut Department of Transportation maintains a continuous count program of all state highways and some local roads. Included in their current count inventory are a number of count locations on the section of Route 30 between Wapping and the Manchester town line. A review of the State data permits a determination of average daily traffic and peak hour traffic on roadways within our study area as shown below: Average Peak Daily Hour Location Traffic Traffic Route 30 east of Buckland Road 10,000 950 Route 30 west of Felt Road 10,200 1,025 Route 30 east of Felt Road 91900 975 Route 30 west- of Foster Street 11,000 1,075 Felt Road north of Route 30 1,050 140 Highways within the study area experience the heaviest traffic during the afternoon commuter peak between 4:30 and 5:30 p.m. Figures 1 and 2 depict the hourly variations in traffic found on Route 30 both east and west of Felt Road. A review of the plotted data indicates that the morning Peak hour traffic is somewhat less than that occurring during the afternoon. This pattern is quite common in suburban areas where the morning traffic consists primarily of commuters and the afternoon traffic consists of commuters and persons with social engagements or returning from commercial shopping activities. In order to determine the turning movements existing within the intersection of. Route . 30 and Felt Road, our office conducted a traffic count program at the intersection. Figures 3, 4, and 5 illustrate the results of that study and revealed peak period traffic flow comparable to that recorded in the Department of Transporta- tion's studies. The heaviest one hour period actually occurred between 4:30 and 5:30 p.m. wherein the hourly traffic flow on Route 30 east of the intersection was 1, 153 vehicles. Our study revealed that the traffic flow is predominantly eastbound on this roadway during the afternoon commuter peak with indications that the Imbalance is approximately two-thirds for the traffic eastbound and only one-third westbound. The data also reveals that the traffic movements in Felt Road are heaviest to the north during this time Period reflecting the incidence of the home-to-work trips. Traffic volumes on the southerly section of Felt Road are extremely light with only occasional traffic movements on that section of road. Our review and our observations of traffic movements along Route 30 in this area reveal that, except in the five corners area at Wapping, traffic moves in a generally free-flowing manner without serious disruption even during peak periods with no evidence of heavy congestion along the roadway. There are, however, occasions at many of the commercial land uses along this area where through traffic must slow down or occasionally stop to accommodate turning vehicles. An additional study conducted by our office included observations of .movements into and out of the existing Mobil Station so that we could determine the volumes of traffic presently served and the Percentage of traffic which returned in the compass direction from which they approached the site, versus those that departed the site in a different direction. Table 1 summarizes that data. As indicated in Table 1, the present facility serves 30-50 customers per hour during peak afternoon traffic periods. The data also indicates more than 70 percent of all entering traffic does so as a right turn and departs as a right turn. During our studies, we also observed that traffic which returned in the same direction from which they approached the site. Table 1 shows that only 21 percent of the customers leave the site by returning to the same direction from which they approached. This data indicates that almost 80 percent of the customers visiting this facility did so as a 'stop off" on their way to or from some other destination. Only 21 percent of the traffic returned to the direction from which they came. It is that relatively minor proportion of the total traffic which should be considered new traffic "generated" by this particular land use. All other traffic was simply drawn from the existing traffic stream and serviced by the facility. It would be anticipated that the modernization of this location and the provision of additional high-speed multi-product dispensers would increase the number of customers served at the Atlas Oil Company property. It must be noted in this connection, however, that gasoline sales are not the type of commodities which draw its customers from a large area. Our office has conducted studies at numerous similar facilities with the finding that 65 to 70 percent of all traffic entering such facilities during the peak hours are stopping off on their way to another destination. Thus, such traffic was on the roadway. and. was not added to the traffic stream, but was merely served by the facility. Only 25 to 35 percent of the customer traffic at gasoline stations, then, were generated by the facility. Assuming an hourly traffic flow of 50 customers, approximately 35 would be "stopping off" and only 15 would be considered "new" or "generated" traffic. The property is located on Route 30, which has developed with many commercial and retail facilities furnishing services which depend on vehicular traffic. The Atlas Oil Company Property appears well suited for this highway and, in that sense, is not at all unlike other businesses in the vicinity: Presently the site is connected to local roadways by three driveways, two of which are on Oakland Road and one is on Felt Road. These driveways lack definition and, in our opinion, are too wide. Site plans for the site depict large landscape islands to provide a better definition of driveway location and to control the paths of entering and exiting vehicles. The existing easterly drive to Route 30 is more than 40 feet in width, and the westerly drive has a width of almost 50 feet at the street line. Site plan indicate that the easterly drive will be narrowed to 30 feet and that the westerly drive will be provided with a nominal width of 37 feet, widening near the intersection to provide a generous radius to facilitate right turn entering traffic for gasoline delivery vehicles. The site Presently has a driveway to Felt Road which is within about 40 feet of the intersection. That driveway will be closed, and a new 30 foot drive will be placed at Felt Road, with a separating distance to Route 30 of more than 80 feet. This will provide a greater separating distance between the intersection and the driveway to control operations in the event that Felt Road is ever extended further to the south and becomes an important local road. Based upon our review of roadway and traffic conditions existing on Route 30 near Felt Road, and taking into account projected increases in that traffic resulting from other nearby land uses, and further taking into account the nature of the existing operation and the proposed changes in land use at the property of Atlas/Mobil, and considering that driveways will be modernized and revised in accordance with current CONNDOT policies, along with a complete modernization of the facility, it is our opinion that this conversion of the existing facility to a larger, more modern combined gas sales and Mobil Mart will not result in traffic congestion or traffic hazards. It is further our opinion that this land use is primarily one which draws its customers from the existing traffic and from the immediate neighborhood, and thus will not result in a significant traffic increase on Felt Road, Route 30 or any other South Windsor roadway. _ We appreciate the opportunity to participate with you and will Alford Associates in the development of plans for modernization of this location. Please advise if we can assist further in the development of final plans or. the presentation of the results of our findings to the appropriate authorities in the town of South Windsor. Very truly yours, F. A. HESKETH & ASSOCIATES, INC. ederick A. Hesketh, P. E. FAH/d,ih:atlas30 TABLE 1 OBSERVED TRAFFIC PATTERNS ATLAS/MOBIL FACILITY ROUTE 30 AT FELT ROAD Percentage of Exiting to Traffic Entering from Route 30 Route 30 Felt Road westbound eastbound northbound Route 30 eastbound 60% 5% 7% Route 30 westbound 13% 8% 4% Felt Road southbound 1% 1% 1% x HOURLY TRAFFIC FLOW LOCATION: ROUTE 30 EAST OF ROUTE 74 , SOUTH WINDSOR PERIOD COVERED: MARCH 18 & 19 , 1987 W J f 1300 > v t% 1100 , U. t— J 900 � O 700 500 300 100 50 12 2 4 10 6 12 5 6 8 9 loll 120 Imo- A.M. FIGURE 1 F A Hesketh 8i Ammietei HOURLY TRAFFIC FLOW LOCATION: ROUTE 30 AT MANCHESTER TOWN LINE, SOUTH WINDSOR PERIOD COVERED: APRIL 20 & 21 , 1987 ' W J 1300 C� 1100 Q F- 900 J OC 700 500 300 100 O 50 12 2 44 5 9 ib I I I I i. A b 6 9 10 11 12 P.M. ---►►j FIGURE 2 F A Hesketh A Assoclatei F�Hesketh & ..Ilssoclates , Inc. TRAFFIC COUNT GRAPHIC SUMMARY SHEET LOCATION: ROUTE 30 AT FELT ROAD, SOUTH WINDSOR DATE JANUARY 20, 1988 TIME3:00 - 4:00 P.M. I I 0 NORTH A I a O A � I � � la H l -IN00 � N coTO WAPPING 5 CORNERS \ ROUTE 30 19 " 319 300 14 339 0 795 831 •30 476 455 492 7 ROUTE 30 ` / TO I-84 I � � I i A W ( A A O � o a Planning 1 Trafficlingineering FIGURE 3 Design Inc. EXHesketh & Associates , TRAFFIC COUNT GRAPHIC SUMMARY SHEET LOCATION: ROUTE 30 AT FELT ROAD, SOUTH WINDSOR DATE JANUARY 20, 1988 TIME 4:00-5:00 P.M. I I M W NORTH a a I x I ao I w l M 0 TO WAPPING 5 CORNERS / \ ROUTE 30 15 352 336 388 E1 1062 1097 33 710 671 709 5 ROUTE 30 TO I-84 1 N .-I � 1 I I zAz W � A I Planning Traffic Engineering Design FIGURE 4 m3utiwo , 111t. r TRAFFIC COUNT GRAPHIC SUMMARY SHEET LOCATION: ROUTE 30 AT FELT ROAD, SOUTH WINDSOR DATE JANUARY 20, 1988 4:30-5:30 P.M. � TIME I ' 'r' w NORTH A F• I x a o o Iw i� l Ul N ON TO WAPPING 5 CORNERS ` ROUTE 30 11 363 352 04 413 0 1104 1153 •39 741 694 740 7 ROUTE 30 ` / TO I-84 N O N O� I I AA W I A I O A I l as I I Planning TrafficEngineering Design FIGURE 5 ...-....... •.... • .f....u..tiw a r..4••a Y• M,in•.. ... ..«.. w....Y.y.w.uvy••w I'IHr' .�k� �7 1=!• 1? i-IL.C ,.I':i H.��:aV�1HIf;= id.�—t���-j•.{;j� .` -. _ - NORTHEAST SOILS, INC. ENVIRONMENTAL ASSESSMENTS i INLAND WETLANDS!T]i"iv itriin7ivit 452 SHARON DRI'V"E to CHESHIRE, CONNECTICUT 06410 TELEPHONE(203)272.1100 F e b . ,fob 2-89-62~S .WING Alfard Associates , Inc . Lea Rubenstein 200 Pigeon Hill Rd . , P ,O. Box 484 Windsor , CT 013055 PROJECT LOCATION : Atlas Ci l Co. , 249 Oakl afld kw - , South wi ndsor , Connecticut - SOIL REPORT In conrluctinq the field investigation, mcrly soil borings were taken i n which the soil scientist notes rnasly important Cant soil­ taken pr-operties . They are as follows ; the sesson�sl soil moistur- .conditian or- the presence of Free water and its depth . For- each hor i ZGn i n the soil pr•ofi l e th�i ckness , color' , ,end textL:re are also noted. The area: shown on the snail map are- called zoi1 map units . Some map units ere made up of one kind of soi 1 , others are madF Lip of two or more kit-Ids of sdi 1 , and a few have 1 i the or- no soil ntateri sl at all . The information in this report is based tin exami nc�'E it�n and i nterpretati an of soils to a maximum -depth of about 60 inches . The classification of the National Cooper•a�ti ve 5'oi 1 Sur v y , USDA, soil Conservation Service and the County Sol l Legend we e used , n this 3 nvest i yatl an . n Ynepection Late: FZ-b . 20 , 1989 Map ; pr-operty line map Scale : 10 Contour: 2 Size of project : N/A Wetland soils field marked for` survey : NONE FOUND Nonwetland soils field identified and sketcheT YE . _ coil conditions at the ti Of eu ne r•vay : 3 TO ) :,� f"'r•oper•ty lines field sun �i Yed at she ti i�Fe of soil � nspw�wt wr} : N!A Property 1 i tees identifiable .* SOMEWHIAT Vegetation type wetlands-_ N/A - Vegetation type nonwetlands LAWN , SHRUBS •�', r' t' A .� ._� :. - LY L NORTHEAST SOILS ►4Y 19 �L Vr L ! r u s e C . c�s,c'y f J I�ItTTilt �rL ,^� Soil Scientist kJJ-r':L_: PROJECT: At1a3 Gil Co. , 24C Oakland Rd. , S,C?lstfl �ti s�cisor , �:'1 . Marking Sequence of wetland boundaries Orange flagging 1 thr,u 4 for, strream ,just off tine proper . 1 i na . Soil Type I Depth To I Depth To I Depth To Seasonal I % Bedrock Wetland Soils 1 Mottling I Bedrock j High Water Table fin Soil Unit I 1 i I No vtet"land r ! tvpes found an th, pr�oper�ty site . - I I I f NONWETLAND SOILS I I l l I I 1 -_ ( Er;) Elmwood I 15-39" I >6 J ; 15-36" Nov-May I none (pia) made 7 ;-rttZdi var`;rh } c variable 1 none 1 l I I 1 I I f 1 1 I I f i 1 I I f i l I I f i 1 I 1 f 1 E � I I ( I I ! I I Comments: None Soil descriptions begin on page 3 . r .a 4 SOIL DESCRIPTIONS NONWETLAND SOILS Elmwood sandy 1o.9rt, ( En This soil s8fries col;siSL's rnodee"� tely wr.11 r a� n ou' ura5 Slay 1 They 0evel oped over, glacial lake silt :end clay which is at depths of 24 to 48 inches . Typical 1y , ' the :ur Face lay�r' iS dark g -ayi :sh br,own sandy 1 oam 6 i nche , thick . The subsoil i s about 20 inches thick . The Lipper, p6t,t' is a brown sandy loam wh i i � the lower' par' is mottl ad dark grayish brown loamy fine sand . Mott' �s gQner°ally Gs Cur' within 20 inches o the surface . The substratum is Olivet gr•a.y vdr`vad Silt and Silt. clay loam! . Made `land (Ma) This soil ser•ias crnsistz of we'll to rnoder,atGly well rained sGi 5 that Have been ditur'f�ed . Typically the soil pr'cfi le has been distur-bed to such an extent that the or•iginai soil cannot be identified . The disturbance could have been through leveling , excava't' nq or- f i 1-1 i n,. ;ay a .iO.MN $fq( C H C � U ?Omn O-P SotdA ?MaIII&A wC� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �Y�soe•cO AREA CODE 203/644-2511 April 24, 1989 TO: John M. Moran, Jr. , Chairman, Inland Wetlands Agency/ Conservation Commission FROM: John E. McCahill, Zoning/Wetlands Enforcement officer RE: Application #89-33P, Atlas Oil Company (Irwin B. Singer) , 414 Tolland Street, East Hartford, CT 06108 - IWA/CC permit to reconstruct and modernize an existing facility located on the southerly side of Oakland Road and westerly side of Felt Road, RC zone. DOCUMENTS REVIEWED: Application farm and site plans (dated January 5, 1989 ) . COMMENTS: 1 . Thd, plans submitted are at a scale of 1 inch to 10 feet. 2. The Town Wetlands map indicates this parcel as one with wetlands . Sheet 2 of 3 states "no wetlands soils per soil report by Northeast Soils, Inc. " This site has been reworked and that is probably an accurate statement. A letter verifying the soil scientist's investigation should be submitted. 3 . There is a brook adjacent to the northerly property line. Much of the proposed activity is within 80 feet of that brook and is therefore regulated per section 2 . 1j . 4 . No stockpile is indicated on the plans but one is referred to in the construction schedule. 5 . The 100 year flood level is indicated as 129 . 0 plus or minus . Some activity is proposed at or near that elevation to include elevation changes . 6 . Deposition of materials (pavement and stumps) should be addressed on the plans . 7 . The silt fence as shown along the northerly property line should extend an additional 60 feet to Oakland Road. 8 . The silt fence shown along Oakland Road is in an area that is currently paved. Haybales should be utilized while removing existing pavement. Additional consideration should be given to the construction schedule and erosion and sedimentation controls . v t 9. Construction traffic should be limited to the entrance shown on Felt Road. Traffic barriers should be indicated along Oakland Road to assure the use of the construction entrance. 10 . There is fill proposed within the 20 foot non-disturbance setback for the watercourse. In addition, there is pavement within the 40 foot setback from a watercourse (section 5 .2) . The proposed fill lines along the northerly property line are not accurately tied into existing contours. This may increase the fill proposed in the 20 foot non-disturbance setback. 11 . The existing impervious coverage of the site is 68.5%, proposed is 68 .4%. 12 . The plan appears to be ambitious for the site when considering the adjacent watercourse. IF APPROVAL IS CONSIDERED, SUGGESTED APPROVAL CONDITIONS INCLUDE: 1. Submit a report verifying the soil scientist's investigation of the site. 2 . Consider whether or not a stockpile will exist on the site and indicate it on plans if it is deemed necessary. 3. Include deposition of pavement and stumps as part of the plans . 4 . Add additional silt fence along the northerly property line. 5. Consider alternate means for erosion and sedimentation controls during removal of existing materials . The construction schedule should accurately reflect activity for the site. 6 . Show a means of limiting access to the site to assure use of the construction entrance off Felt Road. 7 . Modify proposed contours along northerly property line to accurately reflect how they will tie into existing contours. F. A. HESKETH & ASSOCIATES, INC. 101 MILLBROOK COMMON.BLOOMFIELD,CT 06002•(203)242-7755 April 28, 1989 Mr. Richard Kirkby Atlas Oil Company 414 Tolland Turnpike East Hartford, CT 06118 D Re: Proposed Modernization 249 Oakland Road South Windsor, CT Our File 88001.00 SAY 8 South Windsor Dear Mr. Kirkby, IYD-CD S&RVA ON C S AGENCtfa. Pursuant to your request and authorization of March 28, we have conducted a review of roadway and traffic conditions existing on Connecticut Ir Route 30 (Oakland Road) in the area between the village of Wapping and the Manchester town line with particular emphasis on Route 30 at "its intersection with Felt Road. It is anticipated that the data developed in our study- will be useful to you and to Alford Associates, your site planners, in developing plans for the modernization of this location, and also to South Windsor town officials in their deliberations regarding the traffic impact, if any, which results from the modernization of this land use. Our study is based upon the assumption that the existing building, which has been utilized for automotive repairs and which presently operates as a snack shop, will be removed and that the existing pump islands will be replaced with new multi-product dispensers, with two pump islands, each containing two such dispensers, each side of a new mini-mart building, and with the entire facility provided with a canopy to protect customers from the elements. traffic studies traffic engineering traffic planning Oakland Road forms a part of Connecticut Route 30, a state highway which connects Route 5 in South Windsor with the towns of Manchester, Vernon and more distant points to the northeast. Between its intersection with Buckland Road and Ellington Road at the Route 74/194 intersection in Wapping and the Manchester town line, 1.5 miles to the east of Wapping, the roadway is a two-lane bituminous highway varying between 22 and 32 feet in width. The road is generally tangent and level with few grades or hills and few curves. There are only five curves between the village of Wapping and the Manchester town line which provide a deflection of greater than 2 degrees. Two of these are located within three-tenths of a mile of the Buckland Road intersection, one is Just east of the small shopping center one-tenth of a mile east of Felt Road and the other two are near the Foster Road intersection. The computed safe speed for each of these curves is 55 miles per hour or greater. There are three areas along the roadway where the grade exceeds 4 percent. These include a 6.5 percent grade three-tenths of a mile east of Buckland Road and two areas with a grade between 4 and 5 percent occurring between Felt Road and Foster Street. The roadway is posted for speeds of 30 miles per hour and nighttime illumination is Provided with mercury vapor lamps mounted on utility poles in the section of highway between Buckland Road and Foster Street. Land use along the roadway is mostly medium-density residential with some agricultural properties in the section of highway west of Felt Road. On .the south side of Route 30 within the village of Wapping is a commercial and office area with land uses which include office space in the former library building, Five Corners Pizza House, office space, computer marketing and a savings bank at 25/29 Oakland Road, a real estate office and a florist in converted residential properties and the South Windsor Veterinary Clinic. Other non-residential land uses include a pre-school center, the School of Performing Arts, and the Mobil Service Station, which is the subJect of this study, located at the northwest corner of the intersection of Route 30 with Felt Road. Immediately east of Felt Road an older shopping center has undergone reconstruction, modernization and expansion to provide tenant space for 12 to 20 small retail or service activities. The center is now substantially completed and occupied. Tenants include a hardware store, video center, Chinese restaurant, bake shop, pizza restaurant, Cumberland Farms convenience store, deli and ice cream shop, liquor store, barber shop and real estate office. Automotive World occupies the parcel immediately east of the shopping area and Yo the east of that location the land use is residential throughout our study area. Felt Road to the north of Route 30 is a two-lane South Windsor town roadway serving medium-density residential development and is posted at 25 miles per hour throughout its length between Route 30 and Palmer Drive. Felt Road south of Route 30 is an unimproved road serving agricultural land and a very limited number of residential Properties between Route 30 and its dead end a short distance to the south of Felt Road. The Connecticut Department of Transportation maintains a continuous count program of all state highways and some local roads. Included in their current count inventory are a number of count locations on the section of Route 30 between Wapping and the Manchester town line. A review of the State data permits a determination of average daily traffic and peak hour traffic on roadways within our study area as shown below: Average Peak Daily Hour Location Traffic Traffic Route 30 east- of Buckland Road 10,000 950 Route 30 west of Felt Road 10,200 1,025 Route 30 east of Felt Road 9, 900 975 Route 30 west of Foster Street 11,000 1,075 Felt Road north of Route 30 1,050 140 Highways within the study area experience the heaviest traffic during the afternoon commuter peak between 4:30 and 5:30 p. m. Figures 1 and 2 depict the hourly variations in traffic found on Route 30 both east and west of Felt Road. A review of the plotted data indicates that the morning peak hour traffic is somewhat less than that occurring during the afternoon. This pattern is quite common in suburban areas where the morning traffic consists primarily of commuters and the afternoon traffic consists of commuters and Persons with social engagements or returning from commercial shopping activities. In order to determine the turning movements existing within the intersection of Route _30 and Felt Road, our office conducted a traffic count program at the intersection. Figures 3, 4, and 5 illustrate the results of that study and revealed peak period traffic flow comparable to that recorded in the Department of Transporta- tion's studies. The heaviest one hour period actually occurred between 4:30 and 5:30 p. m. wherein the hourly traffic flow on Route 30 east of the intersection was 1, 153 vehicles. Our study revealed that the traffic flow is predominantly eastbound on this roadway during the afternoon commuter peak with indications that the imbalance is approximately two-thirds for the traffic eastbound and only one-third westbound. The data also reveals that the traffic movements in Felt Road are heaviest to the north during this time Period reflecting the incidence of the home-to-work trips. Traffic volumes on the southerly section of Felt Road are extremely light with only occasional traffic movements on that section of road. Our review and our observations of traffic movements along Route 30 in this area reveal that, except in the five corners area at Wapping, traffic moves in a generally free-flowing manner without serious disruption even during peak periods with no evidence of heavy congestion along the roadway. There are, however, occasions at many of the commercial land uses along this area where through traffic must slow down or occasionally stop to accommodate turning vehicles. An additional study conducted by our office included observations of movements into and out of the existing Mobil Station so that we could determine the volumes of traffic presently served and the Percentage of traffic which returned in the compass direction from which they approached the site, versus those that departed the site in a different direction. Table 1 summarizes that data. As indicated in Table 1, the present facility serves 30-50 customers per hour during peak afternoon traffic periods. The data also indicates more than 70 percent of all entering traffic does so as a right turn and departs as a right turn. During our studies, we also observed that traffic which returned in the same direction from which they approached the site. Table 1 shows that only 21 percent of the customers leave the site by returning to the same direction from which they approached. This data indicates that almost 80 percent of the customers visiting this facility did so as a "stop off" on their way to or from some other destination. Only 21 percent of the traffic returned to the direction from which they came. It is that relatively minor proportion of the total traffic which should be considered new traffic "generated" by this particular land use. All other traffic was simply drawn from the existing traffic stream and serviced by the facility. It would be anticipated that the modernization of this location and the provision of additional high-speed multi-product dispensers would increase the number of customers served at the Atlas Oil Company property. It must be noted in this connection, however, that gasoline sales are not the type of commodities which draw its customers from a large area. Our office has conducted studies at numerous similar facilities with the .finding that 65 to 70 percent of all traffic entering such facilities during the peak hours are stopping off on their way to another destination. Thus, such traffic was on the roadway on.d_ was not added to the traffic stream, but was merely served by the facility. Only 25 to 35 percent of the customer traffic at gasoline stations, then, were generated by the facility. Assuming an hourly traffic flow of 50 customers, approximately 35 :...,.. would be "stopping off" and only 15 would be considered "new" or "generated" traffic. The property is located on Route 30, which has developed with many commercial and retail facilities furnishing services which depend on vehicular traffic. The Atlas Oil Company property appears well suited for this highway and, in that sense, is not at all unlike other businesses in the vicinity. Present! the site Y is connected to local roadways by three driveways, two of which are on Oakland Road and one is on Felt Road. These driveways lack definition and, in our opinion, are too wide. Site plans for the site depict large landscape islands to provide a better definition of driveway location and to control the paths of x entering and exiting vehicles. The existing easterly drive to Route 30 is more thani40 feet in width, and the westerly drive has a width of almost 50 feet at the street line. Site plan indicate that the easterly drive will be narrowed to 30 feet and that the westerly drive will be provided with a nominal width of 37 feet, widening near the intersection to provide a generous radius to facilitate right turn entering traffic for gasoline delivery vehicles. The site Presently has a driveway to Felt Road which is within about 40 feet of the intersection. That driveway will be closed, and a new 30 foot drive will be placed at Felt Road, with a separating distance to Route 30 of more than 80 feet. This will provide a greater separating distance between the intersection and the driveway to control operations in the event that Felt Road is ever extended further to the south and becomes an important local road. Based upon our review of roadway and traffic conditions existing on Route 30 near Felt Road, and taking into account projected increases in that traffic resulting from other nearby land uses, and further taking into account the nature of the existing operation and the proposed changes in land use at the property of Atlas/Mobil, and considering that driveways will be modernized and revised in accordance with current CONNDOT policies, along with a complete modernization of the facility, it is our opinion that this conversion of the existing facility to a larger, more modern combined gas sales and Mobil Mart will not result in traffic congestion or traffic hazards. It is further our opinion that this land use is primarily one which draws its customers from the existing traffic and from the immediate neightxorhood, and thus will not result in a significant traffic increase on Felt Road, Route 30 or any other South Windsor roadway. We appreciate the opportunity to participate with you and will Alford Associates in the development of plans for modernization of this location. Please advise if we can assist further in the development of final plans or the presentation of the results of our findings to the appropriate authorities in the town of South Windsor. Very truly yours, F. A. HESKETH & ASSOCIATES, INC. ederick A. Hesketh, P.E. FAH/djh:atlas30 TABLE 1 OBSERVED TRAFFIC PATTERNS ATLAS/MOBIL FACILITY ROUTE 30 AT FELT ROAD Percentage of Exiting to Traffic Entering from Route 30 Route 30 Felt Road westbound eastbound northbound Route 30 eastbound 60% 5% 7% Route 30 westbound 13% 8% 4% Felt Road southbvound 1% 1% 1% HOURLY TRAFFIC FLOW LOCATION: ROUTE 30 EAST OF ROUTE 74 , SOUTH WINDSOR PERIOD COVERED: MARCH 18 & 19 , 1987 W f J 1300 > v t% 1100 . Q H 900 J 700 500 300 100 50 0 12 2 4 5 W6 101112 5 6 8 91011 12 Imo' A.M. FIGURE 1 F A Hesketh 6 Aswlatei HOURLY TRAFFIC FLOW LOCATION: ROUTE 30 AT MANCHESTER TOWN LINE, SOUTH WINDSOR PERIOD COVERED: APRIL 20 & 21 , 1987 W x � J 1300 0 t% 1100 Q 1- 900 J 700 500 300 100 0 50 12 2 4 b 9 ib I I I I i, A b 6 9 10 II 12 A.M. 04 P.M. --�-j FIGURE 2 F A Heaketh A"Mietei F .He4eth & Associates , hac. TRAFFIC COUNT GRAPHIC SUMMARY SHEET LOCATION: ROUTE 30 AT FELT ROAD, SOUTH WINDSOR DATE JANUARY 20, 1988 TIME3:00 - 4:00 P.M. I I 0 NORTH A I o A x I x H l N 00 N coTO WAPPING 5 CORNERS ` ROUTE 30 19 319 300 339 0 795 831 •30 476 455 492 Ll ROUTE 30 ` / TO I-84 CD 0 mo . L1 -.4— 1 I I I I A W I A A O � o � I I Planning TrafficEngineering FIGURE 3 Design - X Hesketh & Jssociates , Inc. TRAFFIC COUNT GRAPHIC SUMMARY SHEET LOCATION: ROUTE 30 AT FELT ROAD, SOUTH WINDSOR DATE JANUARY 20, 1988 TIME 4:00-5:00 P.M. I L NORTH A a � A Pam'. I R: I 00 ( a J M r4 � TO WAPPING CORNERS / \ ROUTE 30 15 352 336 — 388 1 1062 1097 33 710 671 709 TL ROUTE 30 TO I-84 I I I AA W I � A l as I I Planning Traffic Engineering Design FIGURE 4 uo �LS.SUGIIII�s , Lilt. A � TRAFFIC COUNT GRAPHIC SUMMARY SHEET LOCATION: ROUTE 30 AT FELT ROAD, SOUTH WINDSOR DATE JANUARY 20, 1988 TIME 4:30-5:30 P.M. u� W NORTH � A a o a I i� l Ln N ON L, TO WAPPING 5 CORNERS \ ROUTE 30 z 11 363 352 413 0 1104 1153 �.39 7T 741 694 740 7 ROUTE 30 ` / TO I-84 N O N I � I cn • I I A W ( A A I l as I I TrafficEngineeringPlanning Design FIGURE 5 MAY 04 '89 14:48 ALFORD ASSOCIATES 203-688-3485 P.2/3 ZIP 0 WILSON M.ALFORD.SR..PE.6 L.S A WILSON M.ALFORO.JR..P.E.6 L.S. 200 PIGEON HILL ROAD ■P.O.BOX 484 a WINOSOR ■CONNECTICUT 0609S ■Telephone(203)SM-7288 MAY 4, 1989 D IVA � MR. RICHARD KIRKBY MAY ATLAS OIL COMPANY 1988 414 TOLLAND STREET EAST HARTFORD, CT 06108 South Windsor INLAND WETLANDS AGENCY/ DEAR DICK: CONSERVATION COMMISSION IN RESPONSE TO YOUR REQUEST THIS LETTER ADDRESSES COMMENTS MADE BY J OHN E. McCAHILL ZONING WETLANDS ENFORCEMENT OFFI- CER, TOWN OF SOUTH WINDSOR, IN A LETTER RECEIVED BY YOU ON MAY 4, 1989. 1 . THIS SITE IS RELATIVELY SMALL AND PLANS WOULD BE DIFFI— CULT TO READ AT A SMALLER SCALE. 2. A LETTER FROM THE SOIL SCIENTIST HAS BEEN SUBMITTED TO ATLAS OIL COMPANY. 3. A REGULATED ACTIVITY IS PROPOSED WITHIN 80' OF THE WAT— ERCOURSE. 4. STOCKPILE AREA WILL BE INDICATED ON THE PLAN, S. A SMALL PORTION OF THE 129.01# 100 YEAR FLOOD AREA WILL BE FILLED. A VOLUME OF FILL EQUAL TO FILL DEPOSITED WILL BE EXCAVATED IN ANOTHER AREA TO COMPENSATE FOR THE REDUC— TION IN AREA FLOODED. 6. ALL EXCESS MATERIAL. (PAVEMENT, ETC. ) WILL BE REMOVED FROM THIS SITE. 7 . SILT FENCE WILL BE SHOWN EXTENDED AS REQUESTED. &. HAYBALES WILL BE UTMIZED-4N T IS AREA AND THE PLAN WILL SHOW THIS CHANGE. THE CONSTRUCTION SCHEDULE WILL ALSO REFLECT THIS CHANGE. 9. A NOTE WILL INDICATE THE REQUESTED ITEMS. � r r PLEASE CALL IF YOU HAVE ANY QUESTIONS WITH REGARD TO THE ABOVE. VERY TRULY YOURS, LEA RUBENSTEIN LR/1JR . J TO ALL CUSTOMERS OF ATLAS MOBIL GAS STATION - 249 OAKLAND RD. , SO. WINDSOR On May 4th at 7 :30 p.m. the So. Windsor Zoaning Board of Appeals will be holding a meeting at So. Windsor Town Hall regarding the change-over of this gas station to a Mobil Mart/gas station with canopy. This meeting will be open to all interested persons who wish to attend or speak on behalf of this welcomed change-over. If you are unable to attend, please give us your support by signing our petition. • i Hope to see you there, Thank you, i Matt Davis, Man MAY 8 �ggg NAME ADDRESS South Windsor INLAND WETLANDS AGEr" CONSERVATION C0MMISS3E 2. S 4 C CAc �Q l ��,W . CT' bCoU Ll i 5. ZL (,� �6 A /4/A 1� 2- C71- 8. 9. Leo t 3-Lt ELU fjt>=i r2�.. 10 12 . 12 TO ALL CUSTOMERS OF ATLAS MOBIL GAS STATION - 249 OAKLAND RD. , SO. WINDSOR On May 4th at 7: 30 p.m. the So. Windsor Zoaning Board of Appeals will be holding a meeting at So. Windsor Town Hall regarding the change-over of this gas station to a Mobil Mart/gas station with canopy. This meeting will be open to all interested persons who wish to attend or speak on behalf of this welcomed change-over. If you are unable to attend, please give us your support by signing our petition. Hope to see you there, Thank you, Matt Davis, Manager NAME ADDRESS 1. 2 . TJO 3 . 4 . l 5. 6. 7. �fi 8. 9. , 10. aIL. , ilk I L y M o L/(74 TO ALL CUSTOMERS OF ATLAS MOBIL GAS STATION - 249 OAKLAND RD. , SO. WINDSOR On May 4th at 7:30 p.m. the So. Windsor Zoaning Board of Appeals will be holding a meeting at So. Windsor Town Hall regarding the change-over of Mobil M.41'?t- with C/tncigy, this gas station to a ,bore/gas station./ This meeting will be open to all interested persons who wish to attend or speak on behalf of this welcomed change-over. If you are unable to attend, please give us your support by signing our petition. Hope to see you there, Thank you, Matt Davis, Manager NAM,EE � 1 / ADDRESS 2. !C;�L4m," .3 � , ctffe' A�� 6. e,4 LUrIV 137 Verr Am T/IAI ",'AUe14e:ter C+ 64f,kin 41� mac,.IL, .� 7, c�Cc�.ur�, C a� � lo./d �Cccc�1ay 12. O�n e, /C( 1� TO ALL CUSTOMERS OF ATLAS MOBIL GAS STATION - 249 OAKLAND RD. , SO. WINDSOR On May 4th at 7:30 p.m. the So. Windsor Zoaning Board of Appeals will be holding a meeting at So. Windsor Town Hall regarding the change-over ,of Moot I Mq wr clwwvlft this gas station to a a^ iertt-etore/gas stationa This meetingwill be open to all interested persons who wish to attend or speak on behalf of this welcomed change-over. If you are unable to attend, please give us your support by signing our petition. Hope to see you there, - Thank you, Matt Davis, Manager NAME ADDRES 2.T—&4- - 200 Cih r4� .D r I 3. `j S C �/,., q h P c( /Yl a n�� 5 `e C 4. 5. 6. 8. �5�3 G/�i...f�� rib Sov� �,.✓bseyi 9. 2C) Kz 40-,t.0, 'S.W, I 10. Y1J' W,c r b4 .�`V NAME ADDRESS 38. 39. 40. ` ! 41. 42. 43. 44. L//,7j �� 1 45 47. tw �.�.R L1 'Za Lj d s c,r " t n 48. � � ' � ( q�C) - � r� lea ` ' J (lam 49. au 1 I ut ow�' 50. 51. 52. (t9 54. 55. `�� � � �9 r ✓'Gl� o-ol)` �oti �: 11c. 5?er 57. 58.E 59.61. ! V` (2)&4v 1 • Z�5 01Z � 'L£ os •rC VIO' fz Ya7 y-.19 'LZ oz y'r_ (1 J 1 . (XV S 0-9 '1lQ' <I0/1MZ/9/-/ S 'h .9 Y'-'�t�i LT VT S W V N TO ALL CUSTOMERS OF ATLAS MOBIL GAS STATION - 249 OAKLAND RD. , SO. WINDSOR On May 4th at 7: 30 p.m. the So. Windsor Zoaning Board of Appeals will be holding a meeting at So. Windsor Town Hall regarding the change-over of this gas station to a Mobil Mart/gas station with canopy. This meeting will be open to all interested persons who wish to attend or speak on behalf of this welcomed change-over. If you are unable to attend, please give us your support by signing our petition. Hope to see you there, Thank you, x Matt Davis, Manager NAME ADDRESS 2. 3 . 4 . / z�rw(tea' � g� t�/H TF .fi Wee"C✓i e- c �' �d�Al, 6Go�G 5. 6. 7. V1✓lA,0 8 . 9. (/ G�i�/CYGD.0 C TO ALL CUSTOMERS OF ATLAS MOBIL GAS STATION - 249 OAKLAND RD. , SO. WINDSOR On May 4th at 7: 30 p.m. the So. Windsor Zoaning Board of Appeals will be holding a meeting at So. Windsor Town Hall regarding the change-over of this gas station to a Mobil Mart/gas station with canopy. This meeting will be open to all interested persons who wish to attend or speak on behalf of this welcomed change-over. If you are unable to attend, please give us your support by signing our petition. Hope to see you there, Thank you, Matt Davis, Manager NAME ADDRESS cvJ4-(-) u,� �cx�� C j� 0) Cb 0-7 /� 2. a rewt � � U(d � y 3 . 5. 6 WV'&--/n S. �v,'n�Sdr ���o /-/y 7. �� 8. � l Pc/ 9. lat-44, °6 0' 11. .1 Z TO ALL CUSTOMERS OF ATLAS MOBIL GAS STATION - 249 OAKLAND RD. , SO. WINDSOR On May 4th at 7: 30 p.m. the So. Windsor Zoaning Board of Appeals will be holding a meeting at So. Windsor Town Hall regarding the change-over of this gas station to a Mobil Mart/gas station with canopy. This meeting will be open to all interested persons who wish to attend or speak on behalf of this welcomed change-over. If you are unable to attend lease ive us our support b signing our p 9 Y PP Y g g s petition. Hope to see you there, Thank you, Matt Davis, Manager NAME ADDRESS 2. 3. 4. e '� 3� �vll��G�Y1d `J Simi /a 3� C i��""✓9 7. P Q io. tiz TO ALL CUSTOMERS OF ATLAS MOBIL GAS STATION - 249 OAKLAND RD. , SO. WINDSOR On May 4th at 7 : 30 p.m. the So. Windsor Zoaning Board of Appeals will be holding a meeting at So. Windsor Town Hall regarding the change-over of this gas station to a Mobil Mart/gas station with canopy. This meeting will be open to all interested persons who wish to attend or speak on behalf of this welcomed change-over. If you are unable to attend, please give us your support by signing our petition. Hope to see you there, Thank you, Matt Davis, Manager NAME ADDRESS 1. ;� , -A 1, ��- ac.4 CT 2. 3 . 6. p� 8. fVA c c / 9. 10. 12. G{/ Ze (v��^ i2 TO ALL CUSTOMERS OF ATLAS MOBIL GAS STATION - 249 OAKLAND RD. , SO. WINDSOR On May 4th at 7: 30 p.m. the So. Windsor Zoaning Board of Appeals will be holding a meeting at So. Windsor Town Hall regarding the change-over of this gas station to a Mobil Mart/gas station with canopy. This meeting will be open to all interested persons who wish to attend or speak on behalf of this welcomed change-over. If you are unable to attend, please give us your support by signing our petition. Hope to see you there, Thank you, Matt Davis, Manager NAME ADDRESS i. of11_,4zKsP�> 1_s4 5. 2 .op la�'�e, 4 . 7 Y/ /✓r'u .,!ram r !/� r-/��/� �d ✓ P!��/s�" 7 . 9. %�, ' ..t..� tea. j-�-� S• w- r... oz 11. ;11 . S 12 . � 44 V p.2n,,o^, c O GG 6C 1'L TO ALL CUSTOMERS OF ATLAS MOBIL GAS STATION - 249 OAKLAND RD. , SO. WINDSOR On May 4th at 7:30 p.m. the So. Windsor Zoaning Board of Appeals will be holding a meeting at So. Windsor Town Hall regarding the change-over of this gas station to a Mobil Mart/gas station with canopy. This meeting will be open to all interested persons who wish to attend or speak on behalf of this welcomed change-over. If you are unable to attend, please give us your support by signing our petition. Hope to see you there, Thank you, Matt Davis, Manager r I NAME ADDRESS how A��( "_�Nj 2. Cate) 3 . W 4. 74�0 8. f 5 (� 9. ( CPS UQrv1W C+7Z. th , Ueymmn 10. Q1.5 Al 12 -VM±k0 I Olt ChCU d OA S . (Z TO ALL CUSTOMERS OF ATLAS MOBIL GAS STATION - 249 OAKLAND RD. , SO. WINDSOR On May 4th at 7:30 p.m. the So. Windsor Zoaning Board of Appeals will be holding a meeting at So. Windsor Town Hall regarding the change-over of this gas station to a Mobil Mart/gas station with canopy. This meeting will be open to all interested persons who wish to attend or speak on behalf of this welcomed change-over. If you are unable to attend, please give us your support by signing our petition. Hope to see you there, Thank you, Matt Davis, Manager NAME ADDRESS o25�5_ — 1 . M)q1Uc 114& 1;T&L 2. 4 . 5. � 6 7. J 9. 10. ICJ 11. C�z _�_ IL2 .(g 12 TO ALL CUSTOMERS OF ATLAS MOBIL GAS STATION - 249 OAKLAND RD. , SO. WINDSOR On May 4th at 7:30 p.m. the So. Windsor Zoaning Board of Appeals will be holding a meeting at So. Windsor Town Hall regarding the change-over of this gas station to a Mobil Mart/gas station with canopy. This meeting will be open to all interested persons who wish to attend or speak on behalf of this welcomed change-over. If you are unable to attend, please give us your support by signing our petition. Hope to see you there, Thank you, Matt Davis, Manager NAME ADDRESS 2 • 3 • z t 4 . S cN P 6 ' 5. 9-avre� 1(Z4 10. 12 d�� r 1z TO ALL CUSTOMERS OF ATLAS MOBIL GAS STATION - 249 OAKLAND RD. , SO. WINDSOR On May 4th at 7:30 p.m. the So. Windsor Zoaning Board of Appeals will be holding a meeting at So. Windsor Town Hall regarding the change-over of this gas station to a Mobil Mart/gas station with canopy. This meeting will be open to all interested persons who wish to attend or speak on behalf of this welcomed change-over. If you are unable to attend, please give us your support by signing our petition. Hope to see you there, Thank you, Matt Davis, Manager NAME ADDRESS 1• j � 2. V � 3 .� P_Z-�k Z4,5 4 . 2/ 5. 6. N ,rrI� O 3'7 14,d 7 8. 41 9. 12 . �' - TO ALL CUSTOMERS OF ATLAS MOBIL GAS STATION - 249 OAKLAND RD. , SO,': WINDSOR On May 4th at 7:30 p.m. the So. Windsor Zoaning Board of ' Appeals will be holding a meeting at So. Windsor Town Hall regarding the change-over of this gas station to a Mobil Mart/gas station with canopy. This meeting will be open to all interested persons who wish to attend or speak on behalf of this welcomed change-over. If you are unable to attend, please give us your support by signing our petition. Y i l Hope to see you there, Thank you, Matt Davis, Manager NAME ADDRESS 2 . 3. 5.8. 6. ✓c7 vti cvd So kJ �i iei�J$v 10. TO ALL CUSTOMERS OF ATLAS MOBIL GAS STATION - 249 OAKLAND RD. , SO. WINDSOR On May 4th at 7: 30 p.m. the So. Windsor Zoaning Board of Appeals will be holding a meeting at So. Windsor Town Hall regarding the change-over of this gas station to a Mobil Mart/gas station with canopy. This meeting will be open to all interested persons who wish to attend or speak on behalf of this welcomed change-over. If you are unable to attend, please give us your support by signing our petition. Hope to see you there, Thank you, 0'a�"— Matt Davis, Manager NAME ADDRESS 1. . . � ��©�� 2. ���� ML 2� k9.c.�(?e .�C�: Zc�� �-, � asa�� �Ic�1\may C 60'7'X 4. � r 5. So.• W,o . lv►r1c�.Sc�C 6. 7. _^f�_ r,cl'k,r 8. � -H �� U� /11 9. -fie Pjtla.rrC4--N9 r� �e '30 lu iZ TO ALL CUSTOMERS OF ATLAS MOBIL GAS STATION - 249 OAKLAND RD. , SO. WINDSOR On May 4th at 7 : 30 p.m. the So. Windsor Zoaning Board of Appeals will be holding a meeting at So. Windsor Town Hall regarding the change-over of this gas station to a Mobil Mart/gas station with canopy. This meeting will be open to all interested persons who wish to attend or speak on behalf of this welcomed change-over. If you are unable to attend, please give us your support by signing our petition. Hope to see you there, Thank you, Matt Davis, Manager r NAME ADDRESS u►- C G r t`trik 2 . IiANID 14 4 . 5. 6. k. t y 0 VC 8 . 9. C;r 11 d/�I�C�9Wb�v S.(,J. TO ALL CUSTOMERS OF ATLAS MOBIL GAS STATION - 249 OAKLAND RD. , SO. WINDSOR On May 4th at 7: 30 p.m. the So. Windsor Zoaning Board of Appeals will be holding a meeting at So. Windsor Town Hall regarding the change-over of this gas station to a Mobil Mart/gas station with canopy. This meeting will be open to all interested persons who wish to attend or speak on behalf of this welcomed change-over. If you are unable to attend, please give us' your support by signing our petition. 1 Hope to see you there, Thank you, Matt Davis, Manager Y ' 0 . NAME ADDRESS - 2_4 YV 6Q 3 . 4 . 5. 6. CST` `n .8 1 (P Carr i CAO�e SW S .9. -f- , 10. 11. / ' Z11\5" 12. IZ " TO ALL CUSTOMERS OF ATLAS MOBI GAS STATION - 249 OAKLAND RD. , SO. WINDSOR On May 4th at 7 : 30 p.m. the So. Windsor Zoaning Board of Appeals will be holding a meeting at So. Windsor Town Hall regarding . the change-over of this gas station to a Mobil Mart/gas station with. canopy. This meeting will be. open to all interested persons who wish to attend or speak on behalf of this welcomed change-over. If you are unable to attend, please give us your support by signing our petition. Hope to see you there, Thank you, 00- Matt Davis, Manager. NAME ADDRESS vcrr 2. 3. 4. 5. 6. 7. / S/it/I c��J'v►r' : 8. 10 11. '/Vl•( Lt 17 12 . �-O(p �Gtr 9 ax 1� TO ALL CUSTOMERS OF ATLAS MOBIL GAS STATION - 249 OAKLAND RD. , SO. ';. WINDSOR On May 4th at 7: 30 p.m. the So. Windsor Zoaning Board of Appeals will be holding a meeting at So. Windsor Town Hall regarding the change-over of this gas station to a Mobil Mart/gas station with canopy. This meeting will be. open to all interested persons who wish to attend or speak on behalf of this welcomed change-over. If you.. are unable to attend, please give us your support by signing our petition. Hope to see you there, Thank you, Matt Davis, Manager s i NAME ADDRESS y/ K J' 2. 3 . 7. "7 9.10. ' • ;i TO ALL CUSTOMERS OF ATLAS MOBIL GAS STATION - 249 OAKLAND RD. , SO. WINDSOR On May 4th at 7: 30 p.m. the So. Windsor Zoaning Board of Appeals will be holding a meeting at So. Windsor Town Hall regarding the change-over of this gas station to a Mobil Mart/gas station with canopy. This meeting will be open to all interested. persons who wish to attend or speak on behalf of this welcomed change-over. If you are unable to attend, please give us your support by signing our petition. Hope to see you there, Thank you, Matt Davis, Manager NAME ADDRESS V l ( A 2. 3. , kd. S (�V/r�c%ser' O6U?Y 4. 5. 6. - 7. 8. 9. .10. 11. ! i 12. j WILSON ad.ALPORQ,$R., - i ' a i �WII,SAN M or i pn.Ip Vi R,1 C 200 PIGEON HILL FiOAD IN P.O.a()X 484 WINDSOR CONNECTICUT 06E ��*:leg�hcras 12 _72 MAY 1 1 , 1 MR. RICHARD KIRKBY ATLAS OIL COMPANY 414 TOLLAND STREET EAST HARTFORD, CT 06108 DEAR DICK: AS SEDYOU rtE�2i1ES EEL), WE ARE HEFtEF. Y TO QUESTION- MEETING.RAISED BY THE IW1W-, SOUTH WINDSOR, AT THEIR MAY 8, i 9S0 MEETING. 1 . AMOUNT OF F L L TO F3#` LE#'fJS l T EU i li! AF?— Y PROPOSED CURB AND THE EA THE SLi# ,CIE e � 2C' Slmi'I ,�.G1: FROP1 THE €tRCa:3i6 Tu 50,Q± CU. YDS. 2 . ALL WORK A820CIAfi ED WITH THE CC.)NSTRUC T ION OF THE PRc-)— POSED RETAINING WALL WILL BE DONC EY HAND. NO DISTUR- BANCE WILL TAKE PLACE IN THE 20 ' SE: nnnnv BAf;lc FROM THE �r�vvn. PLEASE FEEL FREE TO CALL IF YOU HAVE ANY QUE=STTONS. : VERY TRULY YOURS, LEA RUBENSTEIN LR/2 j p MAY 16 190 MAY IQ l South Windsor South W'.rfdg& INLAND WETLANC)$ AGENCY INLAND WETLANDS AGEN&I CONSERVATkQN, C®MMISSIOR Q0WWvgjrWN 0"41-mm 6 y.. •WILSON M.ALFORD,SR.,P.E.&L.S. ENGINEERS 0 SURVEYORS 0 PLANNERS •WILSON M.ALFORD,JR.,P.E.&L.S. / I 200 PIGEON HILL ROAD ■P.O.BOX 484 IN WINDSOR ■CONNECTICUT 06095 ■Telephone(203)688-7288 H`lt-I2A W-IG ,ARAM, st S P�CPf4�2i-D FijtZ A jLfti-S 01� GON4p;�t..1y 24151 OAVI AF_I,t) ROAD J.4N VAR`/ S� �G38� E11sr,-46, 10 Y1:-:AIR F yoy/ P20PDs 1� 10 yGAR LO��/ A REFA = 0. 63 Az eE S AREFA = 0.71 G = 0,72.. S M I N V?"t;s _T to T�IcR.i; �x/I�L BC NO IN RuHor-F ><VF-L-Q PME N'r OH T-QS: <-I-rE• MAY 16 1989 South Windsor INLAND WETLANDS AGENCY( CONSERVATION COMMISSION 7. Line Segment 1-T I I I I -...I i I b-� (6-\ (r} I I(!� J(A � Time to Inlet I 1h I ll n I Time in Pipe { Acc alsted Time o o p 0 a (N (N o o _ AI Entering Catch Do D4 J i1� �" Basin S= of Al in System Iv I jN I I Iti l- ' Rainfall Intensity o S� O 1 °' Q in System U\ Pipe Size ! - tv J CD o o Length cf p pe _ v - � i � ••' w Ij A: �, w o o _ }' Slope a 0I " lAverare Velocity ra 04 tv Iv W I o LAJ 1TUll Capacit 0 o O s 0Headwaterter � C F;i:ET) 0 0 0 o p o11 w w w I .�, V n oii aoa�t5 4q Pa:-oau , '7htI Ad J-d '<P4 QN'71-P1'V0 bh7Z—,L SEEILS hB Jh f l �ZtiQ �� 4q pain}saCj '07 -710 3 I f-•I�3 .PREP AR_D :FOR:,�Tr_As..DEL CO. ALFG,0 I'.SSCf InTCS HYDRAULIC ANALYSIS _LOCAT IOr :-M-.1�_ o n,s�JvrH CIVIL E GiN�-E-S w ua4a caNx_ S�TRUCTGnc AREA �C� A x C T. P Pc PIPE PIPEF IPETF OC'TY VE°-OtITY� OSI.:E SLOPE LENG—m ;CI TW FULL DISCHARGE RckIARKS Te FRO&4-TO u4c TOT_ INC_ fOT_ Q4C_TOT - INC. TOT_ INC. TOT_ I (INCITES] � p (FEETI C_FS_ I FT_/ScC. i FT /ScC_ i c �- 0.1141 .a loq I (0.0 I g. I �► I ��. � i 1 I• . 1 i I - i I i I T-0 -10•og 1 1 I .071 I �5_ I I�•2 I l0.11 1 to 1 3.r sS 3.-� 70 ��z d.10I o.xt! s— I =1 I I I I I - �"bz~Gt3z 10.1 1 ICJ. 16 I S' 1 G�2 ! (I. O I I I 1.o I t4 I 2.. I I 4 O _ L/� rIG ►N o10 DIz��N'1.82 ID•{0 I D.Oq ( S I �? 10,6 S 4,0 I L17 .LI 7 . O f� i PFv � KIP L42 {o gl I I �.� 12.4 ° - 12.0 I - 1 . 1 ! I X. I • , I I I I I I I - I - I I { ! i On --own O-P SOUZA vzndglot � u a 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 SOR-CO AREA CODE 203/644-2511 May 26, 1989 M E M O R A N D U M TO: John McCahill, Wetlands/Zoning Enforcement Officer FROM: Jerry C. Iazzetta, Town Engineer RE: Atlas Oil - Oakland Road -. 89-33P We have reviewed the plans for the proposed Atlas Oil project on Oakland Road and have the following comments pertaining to Wetlands concerns : 1 . We feel that the 100 year flood elevation is 126 to 127 not 129 as shown on drawings . 2 .,.- There are some concerns about the impact on the brook of the storm runoff from this facility. There is no detention proposed and the instant runoff from a "petroleum" facility into the brook should be addressed. Also some slope protection should be provided at the 24" outlet. 3 . Where is tank storage location? Does sanitary lateral go near or through them? JCl/jsv cc: Michael J. Gantick, Director of Public Works WILSON M.ALFORD,SR.,P.E.&L.S. •WILSON M.ALFORD,JR.,P.E.&L.S. 200 PIGEON HILL ROAD ■P.O-BOX 484 ■WINDSOR ■CONNECTICUT 06095 ■Telephone(203)688-7288 JUNE 9, 1989 MR. RICHARD KIRKBY ATLAS OIL COMPANY . 414 TOLLAND STREET EAST HARTFORD, CT 06108 OAKLAND ROAD SOUTH WINDSOR DEAR DICK: AS YOU REQUESTED, WE ARE HEREBY RESPONDING TO COMMENTS I DISCUSSED WITH JOHN E. McCAHILL, ZONING/WETLANDS ENFORCEMENT OFFICER FOR THE TOWN OF SOUTH WINDSOR, ON THURSDAY, JUNE 8, 1989. 1 . THE,_ TOWN ESTIMATE OF A 100 YEAR FLOOD LEVEL ELEVA- TION OF APPROXIMATELY 126'-127 ' DOES NOT ADVERSELY AFFECT THE PROPOSED DEVELOPMENT OF THIS SITE. 2 . THERE WILL BE NO FILL PLACED IN THE 100 YEAR FLOOD ZONE. 3 . AS DISCUSSED WITH MR. McCAHILL, THE TOWN WILL INSPECT THE CONDITION OF THE EXISTING CATCH BASIN WHICH OUTLETS INTO THE ADJOINING BROOK DURING CON- STRUCTION ON THIS SITE. IF DEEMED NECESSARY BY THE TOWN, THE DEVELOPER MAY HAVE TO REPAIR/REPLACE SAID STRUCTURE AND/OR OUTLET INTO BROOK. 4. THE EXISTING SANITARY SEWER LATERAL, AS WELL AS EXISTING UNDERGROUND FUEL STORAGE TANKS, WILL NOT BE SUBJECT TO CHANGE. THE PROPOSED BUILDING WILL UTI- LIZE THE EXISTING SANITARY SEWER LATERAL. THE EXISTING UNDERGROUND TANKS WERE INSTALLED THREE YEARS AGO AND WILL REMAIN IN PLACE. I HOPE THAT THIS WILL BE OF HELP DURING YOUR MONDAY, JUNE 12 , 1989 MEETING WITH THE TOWN OF SOUTH WINDSOR INLAND WETLANDS & WATERCOURSES AGENCY/ CONSERVATION COMMISSION MEETING. THANK YOU. VERY TRUL/Y YOURS, LEA RUBENSTEIN r � 0-P S0� �• e � u 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 R•co AREA CODE 203/644-2511 June 14, 1989 - Atlas Oil Company Irwin B. Singer 414 Tolland Street East Hartford, CT 06108 RE: Application #89-33P - Reconstruction of a motor fuel station located on the southerly side of Oakland Road, South Windsor Dear Mr. Singer: At the June 12, 1989 meeting, the Inland Wetlands Agency/Conservation Commission approved with modifications Application #89-33P - IWA/CC permit to reconstruct and modernize an existing facility located on the southerly side of Oakland Road and westerly side of Felt Road, RC zone as shown on plans prepared by Alford Associates, P.O. Box 484, 200 Pigeon Hill Road, Windsor, CT 06095, dated January 5, 1989, revised May 8, 1989, May 11, 1989, May 15, 1989 . The following modifications must be adhered to for this permit to be valid: 1 . Black and white transparent mylars of sheets # 2 of 2 with the above modifications and this letter reproduced thereon together with two blueprint copies of the entire set of plans, must be submitted to this Commission to be stamped and signed. This must be completed within 65 days of approval prior to any construction activity on the site. 2 . Construction activities shall be subject to the approval of the Town Engineer. 3 . The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4 . We recommend a bond in the amount of $8000. to be submitted to Planning and Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures . 5 . The permit is valid for one year and shall expire on June 12, 1990. 6 . All approvals required must be obtained and submitted prior to any activity on the site. 7 . A contact person shall be identified directly on the plans. 8 . Include on the plans the letter of 5/11/89 from Alford Associates addressed to Mr. Richard Kirkby, dated May 11, 1989 . 9 . All work associated with the construction of the proposed retaining wall must be done by hand. No disturbance will take place in the 20, setback from the brook. Very truly yours, John M. Moran, Jr. Chairman Inland Wetlands Agency/ Conservation Commission JJMJr. /pmm Enclosure cc: Jerry Iazzetta, Town Engineer Marcia Banach, Director of Planning John R. Collins, Chief Building Official Raymond Hallowell, Chairman, Planning & Zoning Frank E. Ahearn, Esq. , P.O. Box 525, South Windsor,CT 06074 10 F tt01 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 �l�osoR-CO � AREA CODE 203/644-2511 17 July 1989 Atty. Frank E. Ahearn P. 0. Box 525 5 Oakland Road South Windsor, CT 06074 Gentlemen: re: Appl. #89-33P, Atlas Oil Oakland Road Site Plan We are pleased to advise that the Planning and Zoning Commission voted on July 11, 1989 to approve the above-referenced application for a Site Plan of Development in accordance with Drawings 1-4 of 4 dated 1/5/89 (revised 6/30/89) prepared by Alford Associates, and with the following modifications: 1 . Prior to commencement of any site work, a meeting must be held with Town Staff. 2 . No building permits will be issued until the final mylars have been filed in the Town Clerk's Office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the alnount of $8,000 . 4 . An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 4 . 13 . 10 of the Zoning Regulations . 5 . A landscape bond in the amount of $5,000 is required and must be submitted prior to filing of mylars . 6 . All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South- Windsor. 7 . Monitoring wells must be shown on plans . 8 . Delete section of data table that refers to another town. 9 . Note nature of variances granted. Atty. Frank E. Ahearn -2- 17 July 1989 10 . Eliminate 30' entrance on Oakland Road and improve plantings on residential (Oakland Road) side of site plan. Black and white transparent mylars of Sheet #1 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. Very truly yours, PLANNING AND ZONING COMMISSION v �/d�77�t�faC Rayinond F. Hallowell, Jr. Chairman cc: 'Inland Wetlands Agency/Conservation Commission M. Banach, Planning Director J. Collins, Chief Building Official J. Iazzetta, Town Engineer F. Shaw, Supt. of Pollution Control E. Belleville, Assessor W. Lanning, Fire Marshal Registrar of Voters Engineer Applicant PZC File PROJECT NAME/LOCATION Z q l o f �s ©� i Ca,M APPLICATION # G1 DATE Cieja4evv uc,- �� 1 NOTE TO THE FILE: Re: W LL p efinn► S d o . O . Q � C ' Sig ure