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HomeMy WebLinkAboutRoad Maintenance - Wtlnds (4) JUN 14 1991 South Windsor INLAND WETLANDS AGENCY1 CONSERVATION COMMISSION • TOWN OF SOUTH WINDSOR INLAND WETLAND, WATERCOURSES AND CONSERVATION APPLICATION APPLICATION DATE RECEIVED ZONE INSTRUCTIONS 1. The application, map and plans must be submitted in triplicate, 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) . Also complete state filing form. A. APPLICANT'S NAME Town of South Windsor ADDRESS 1540 Sullivan Avenue South Windsor CT 06074 PHONE: (HOME) (WORE.) 644-2511 B. LEGAL OWNER'S NAME: Town of South Windsor ADDRESS 1540 Sullivan Avenue South Windsor CT 06074 PHONE: (HOME) (WORK) 644-25 11 (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) Buckland Road Reconstruction 1. Contact Person (if further information is needed). Mr Mi rhael .7 Gani-i ck 1� 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. Buckland Road from the Manchester-South Windsor Town Line to just South of the intersection of Routes 30, 74 & 194 . F. NAMES OF ALL ABUTTING PROPERTY OWNERS: (USE SEPARATE SHEET IF NECESSARY) ee Attached G. HAVE YOU NOTIFIED ALL ABUTTING PROPERTY OWNERS BY CERTIFIED LETTER THAT AN APPLICATION IS PENDING BEFORE THE AGENCY?. Yes **(You are required to supply a copy of the letter with the list of the names of the abutters) .** H. PURPOSE AND DESCRIPTION OF ALL PROPOSED REGULATED ACTIVITY(S) INCLUDING AMOUNT AND TYPES OF FILL AND THE TIME ELEMENT INVOLVED: See Attached I. A CLASS A-2 MAP OF THE PROPERTY DRAWN TO 1"-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: See Attached R. ACREAGE OF WETLANDS AND WATERCOURSES TO BE CREATED: None L. LINEAL FEET OF PROPOSED STREAM ALTERATION See Attached M. TOTAL LAND AREA OF PROJECT AND PERCENTAGE WHICH IS WETLANDS: Total area of project - 15.0 Acres Percentage which is wetlands - 0.03 Acres 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. ) - D.E.P. Floodplain Management Certification - The Army Corps of Engineers Nationwide Permit - Federal Environmental Assessment/Connecticut Finding of No SigrrificantImpact 0. THE APPLICANT (OR DESIGNATED REPRESENTATIVE) HEREBY ATTESTS THAT A SIGN WILL BE POSTED AT THE FOLLOWING LOCATION/S Buckland near Smith Street, Buckland near Ellington Road, Deming Street East & West of Buckland Road by NAME Michael J. Gantick ON OR BEFORE THE FOLLOWING TE: June 26, 1921 SIGNATURE: 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 NAL DECISION HAS BEEN ISSUED. S' ature of Aep is Date Re eived and fi ed at a office of the Planning Department this day of 19 Signature of Agent Date (' 1V It FEE RECEIVED YES_ NO_ AMOUNT DATE RECEIVED by HEARING DATE HEARING ADV. (1) (2) PERMIT GRANTED DATE PERMIT DENIED DATE • The following is in response to Section H: SITE NO. 1 - BUCKLAND ROAD STA. 70+90 AND STA. 71+50 LEFT The existing wetlands are impacted as a result of the roadway widening. In addition the existing twin 48 inch drainage pipes will be replaced with twin 36 inch drainage pipes, discharging west of Buckland Road at approximately 60 feet downstream of the present discharge. A third 36 inch pipe also outlets at this location. Approximately 1300 cubic yards of fill and 76 cubic yards of riprap will be placed in this area. Time for completing activities is estimated at 2 1/2 months . SITE NO. 2 - BUCKLAND ROAD STA. 77+00 LEFT. The existing wetlands are impacted as a result of the roadway widening. Approximately 200 cubic yards of fill will be placed in this area. Time for completing activities is estimated at 1 1/2 months . SITE NO. 3 - BUCKLAND ROAD STA. 78+80 LEFT. The existing 24 inch drainage pipe will be replaced with a new 24 inch drainage pipe, discharging west of Buckland Road at the same location as it presently discharges . Approximately 25 cubic yards of fill and 4 cubic yards of riprap will be placed in this area. Time for completing activities is estimated at 1 1/2 months . SITE NO. 4 - BUCKLAND ROAD STA. 96+10 LEFT. The existing wetlands are impacted as a result of the roadway widening. In addition the existing 24 inch drainage pipe discharge is shifted to a new location. Approximately 150 cubic yards of fill and 4 cubic yards of riprap will be placed in this area. Time for completing activities is estimated at 3 months . SITE NO. 5 - DEMING STREET STA. 21+70 RIGHT AND STA. 22+80 RIGHT. The existing wetlands are impacted as a result of the roadway widening. In addition the existing 30 inch drainage pipe crossing is replaced with an enclosed drainage system. This includes a 36 inch drainage pipe and culvert end section. Approximately 25 cubic yards of fill and 2 cubic yards of riprap will be placed in this area. Time for completing activities is estimated at 1 1/2 months . y C SITE NO. 6 - BUCKLAND ROAD STA. 108+40 LEFT AND RIGHT. The existing wetlands are impacted on both sides of Buckland Road as a result of the roadway widening. In addition the existing 16 , x 5 ' structure is supplemented with a 16 ' x' 6 ' box culvert structure with associated channel work. Approximately 550 cubic yards of fill and 225 cubic yards of riprap will be placed in this area. Time for completing activities . is estimated at 6 months . The following is in response to Section J: Site No. 1 0 . 15 Acres Altered Site No. 2 0 . 07 Acres Altered Site No. 3 0 Acres Altered Site No. 4 0 . 05 Acres Altered Site No. 5 0 : 02 Acres Altered Site No. 6 0 . 19 Acres Altered Total 0 .48 Acres Altered The following is in response to Section L: Site No. 1 80 Linear Feet Altered Site No. 2 0 Linear Feet Altered Site No. 3 10 Linear Feet Altered Site No. 4 245 Linear Feet Altered Site No. 5 30 Linear Feet Altered Site No. 6 180 Linear Feet Altered Total 515 Linear Feet Altered • a ENO OF PROJECT PROJECT NO. 132-100 CONST. Q STA. 115+00.00 DEPA AL / z \� J Ir UJ /� BUCKLAND ROAD O O Q BEGINNING OF PROJECT / PROJECT NO. 132- 100 \e CONST. STA. 48+00.00 \ 14 1- 20 i + �Cuiun of � nutfj � inbgor � S0WN Sf9 C � O 2 V C SOR Ian f � ebein � ment ` 17 ECONOMIC DEVELOPMENT ELEMENT • GOALS ' AND RECOMMENDATIONS. 1 . Encourage industrial and office development to promote high quality, diversified employment opportunities for South Windsor residents . 2. Progress towards a Grand List ( i. e. , tax levies paid) proportion of residential : commercial/industrial property of 609: 40%. Commercial/industrial development should, at least, keep pace' with residential growth ( balanced growth) . 3. Plan and implement necessary infrastructure. improvements in areas where commercial/industrial uses are particularly a ro riate and desirable - in particular , Buckland Road . stre-et wide nin , public water/s we-r. ; Sullivan Avenue drainage, street widening "; an a ong the I-291 corridor ( street access , drainage, public -water/sewer) . Develop a working relationship with East Hartford to enable 'South Windsor to provide input regarding necessity of upgrading Burnham Street. 4. Implement zone changes indicated on accompanying map and chart, recommended by the Economic Development Commission, with which the Planning and Zoning Commission concurs . S . Continue the development pattern which is emerging around Wapping Center toward the goal of a recognizable Town center, composed of low-profile professional/office buildings , and retail shops/services in a landscaped suburban setting , with coordinated sign standards . 6 . Promote a variety of multiple-occupant buildings that serve smaller operations ( offices, commercial , light industrial uses) ; small local businesses often expand their facilities as the community grows. 7 . Investigate the feasibility of a design review process for all - commercial and industrial uses , to ensure that all future development is aesthetically attractive. The initial building in a newly developing area should be of a very high quality so that similarly attractive uses will follow. 8 . Incentives for initiating the most desirable use in any newly developing area should be investigated. 9 . Redirect the focus of new industrial uses from the current predominantly distribution warehouse uses/truck terminals into a mix of professional office space; high technology and light manufacturing ; research and development ; and high quality distribution centers. Industries with large- quantities of personal property should be especially encouraged in order to - foster growth in the Grand List and diversify employment, while demonstrating consideration to traffic or other impacts . 38 HIGHWAY PLAN STREET SECTION ( 1 ) RECONSTRUCTION/REALIGNMENT PROJECTS (2) (See page 40 for notes on numbers in parentheses . ) POTENTIIN ITEM LENGTH FUNDING NO. STREET SECTION FEET SOURCE( FIRST PRIORITY (4) 1 . Abbe Road 6, 440 L 2 . Abbe Road Ext . ( from Miller Rd. to Lake St . ) 2, 110 L 3. . Avery Street 12 , 510 F/S/L 4. Beelzebub Road 5, 330 L ( 5. LBuckland Road 7 , 020 F/S/L 6. Chapel Road (East of Route 5) 9, 450 F/S/L 7 . Clark Street 10, 930 L 8 . Dart Hill Road ( from Niederwerfer Rd . to Town Line) 5, 970 L 9 . - Deming St . (West of Buckland Road) 2, 320 L 10. Ellington Road- ( from Five Corners to Killer Rd . ) 11 , 140 S 11 . Ellington Road ( from Route 5 to Five Corners) 13, 400 S 12 . Foster St. ( from Ellington Rd . to Beelzebub Rd . ) 690 L 11� . Governor ' s Highway (East of Newberry Road) 2, 900 L 14. Graham Rd . (South of Griffin Rd . ) 9, 350 L 15. Griffin Rd . (from Windsorville Rd . to Graham Rd. ) 7, 230 L 16. Kelly Road (from Diane Drive to Town Line) 1 , 200 L 17 . Long Hill Road 5, 330 L 18 . Miller Road 7, 290 L 19 . Nevers Road Road South of Miller ( ). 5760 L 20. . Pleasant Valley Rd . ( East of Route 5) 12, 300 L 21 . Rye Street (North of Windsorville) 8, 890 F/S/L/P — s MAFFUC VOLUMES M O SAW ma 1"m s � ,.� 4e SOUTH WEMSOR 2000 irsao/ Prepared by Capitol Region Council of Governments June 1990 �y Thus,trip distribution is responsive to both changes in land use (eg.,number of jobs at a location) and changes in the road network. If a major new freeway like 1-291 is constructed,travel times are drastically altered and trip distribution patterns are likewise altered. TRIP ASSIGNMENT. Once we know where the trips are going,we must still determine which route the driver will use to travel there. For example, Route 5 and 1-91 represent two alternate routes for persons commuting from Enfield to Hartford. It is the function of the trip assignment model to determine which route is selected.The sole criteria for route selection (assignment) is the shortest travel time. Although the basic concept is simple, execution becomes complex. The model goes through an iterative process of: 1. calculating travel times and assigning trips to the shortest routes, 2. recalculating travel times to account for congestion caused by as- signed trips, and 3. reassigning trips based on the recalculated travel times. The iterations continue until the assignments begin to converge on an equilibrium solution in which total travel time for all assigned trips is minimized.Thus,the process is one that is respon- sive to changes in travel time (or speed)that occur as roads become congested.Trips are diverted to alternate routes as the initial route becomes congested. II. TRAFFIC FORECAST FOR THE YEAR 2000 Using the calibrated traffic model and the land use forecasts for the year 2000,the future traffic forecast was prepared.The results are displayed in Figure 3. The highest volumes are on Route 5, 1-291, Buckland Rd., and the southernmost portion of Sullivan Ave.(Route 194). For all these roads projected volumes exceed 20,000 vehicles daily. Other roads with large volumes include: Sullivan Ave.(remainder), Ellington Rd.(Route 30), Ellington Rd.(Route 74), Oakland Rd.(Route 30), and Avery St. All of these roads have volumes close to or greater than 10,000. COMPARISON TO CURRENT TRAFFIC VOLUMES. The modeling process is most useful in identifying areas of potentially significant change. For this reason,a comparison of current and estimated future volumes was prepared. In Figure 4, both the current and future volumes are posted on the same map.Several observations are worth noting. INTERSTATE-291. Interstate-291, which is currently under design, will be constructed by the year 2000. The pro- jected traffic on 1-291 through South Windsor is 25,000 vehicles daily. This will have a substantial effect on competing facilities such as Chapel Rd.The volume on 1-291 at the Connecticut River is expected to be 35,900.This is an increase of 12,000 over the current volume of 23,900. -5- Figure 3 is 90o Q� Rv s2p0 �,� 5,600 g SO//? 74,jp pQAv Miller Road 0 000 h` Dart H01 Road ^o ¢ l94 )6 spp 3 0 °O r �9 m Strong Rd• o o0 2,800 cP°� o s 6.200 � q q� 'r 1 co b andHingd 9 b, sy ?9pp .--24,300 Etrugton 9,800 Roan �i>i Ken Ra 10,800 o Q �.300 30 10 N d � s`ems e�� q 1°° a,�p 3,s00 30 27,100 ,Q Sip bg Op as 25,000 �y 30,500 PROJECTED TRAFFIC VOLUMES FOR THE YEAR 2000 0 111 112 34 1 min 19,500 Pr ed by the Capitol Region Council o Governments Figure 4 N O w -p (14,700) 15,900 Q Rye (4,600) N (2,3�) (hypo�///yeggye Miller Road 74 s soot 3,100 �$,8 pa 194 I66'O) (3r300) `y Daft HillRoad 3 o SO suona Q cc cy.. m S o.E3• ,Q _ y (y,100) x (5,200) Cli : �H,2pp rn Qw O Sl c Q` L b, l r ? sH,n a` 14,600) ? ( 0- 0 �9 4, S`,• ) (10}6 300 0j ' 0 9,800 N Ellington Road !��;p # ''ke/ 10,800 (12,900) :'':` W: �"�•••:.:, � so O -. 6�a Ci o c* ; pt' ^' „�, O°l ��.,'•': 'fig °,fir -� a 3 Bey .k L1 ag': 4eep , 100 r•..:.•� Q�IoJ IT kx• 4+ :+h}'ribY/h}}Fs vV t►".+• h,.. .{i: sn, _; '- COMPARISON OF CURRENT 0) °} , . . AND FUTURE VOLUMES 30,500 .'., 00,000 -Future Volumes (60,000) =Current Volumes ' " k -High Growth Areas 0 +A vx as t m�. 19,50 � (0) lWped by the Capitol Region Council o Governments HIGH GROWTH AREAS. Besides 1-291 there are several areas in town that are expected to be carrying substantially higher volumes in 2000. These are highlighted in Figure 4 and listed below as well. 1. Buckland Rd.-Sullivan Ave. A north-south corridor from 1-84 in Manchester to Graham and Ayers roads will experience traffic volumes close to or exceeding 20,000 per day. This represents a 20-30 percent increase in most sections. The section of Sullivan Ave. from Oakland Rd. north to the relocated section of Route 74 is expected to carry 24,300 vehicles per day.This is an increase of 70 per- cent. Nearly 6,000 of the increase is due to the relocation of Route 74 which will cause all of the traffic from Route 74 to use Sullivan Ave. 2. Avery St. Traffic on Avery St. is expected to approximately double. The northern section of Avery St. currently carries low volumes of 2,000-3,000. By the year 2000 these volumes will likely exceed 4000. The southern section now carries about 5,900 vehicles. This volume is expected to exceed 10,000 in the future. Several factors might be causing this increase. First, much of the residential growth in town is expected to occur in this corridor. This probably accounts for the majority of the increase. Second, ramps to 1-84 are located at the southern end of Avery St. Thus, Avery St. will continue to be used by drivers seeking access to the highway.This includes town residents as well as residents of Vernon and Ellington. Third, one of the entrances to the new mall is located close to the southern end of Avery St.Therefore, Avery St.will also serve as an access route to the mall. 3. Dart Hill Rd. The current volume on Dart Hill Rd.is about 3,300.This will increase to over 5,000.The reasons for the increase are the same as for Avery St.: residen- tial growth and(to a lesser extent) access to the mall and 1-84. 4. Clark St. Clark St volumes are projected to increase from their current levels of about 1,500 to a new level about 3,000. This is most likely due to increased de- velopment in the Buckland area (including the section of Pleasant Valley Rd.from Clark St.to Buckland Rd.) and congestion in the Wapping Center (Five Comers)area. Traffic volumes on the southern section of Clark St. (Chapel Rd.to Pleasant Valley Rd.) are expected to double as well. However, since these volumes are already at 3,000-4,000, a doubling will mean an increase of over 3,000 trips (to 7,600). This increase is clearly related to development in the Buckland area. -8- ,i �'4-' �s�."l+, 4 ��8 )'fiT�}4���i"7��'�•�R�� �}r-'�+(f+`� 1-.,�.�+�7xiN�{f � �'� � �."�•`�h 'F].p-, • :'?:{:•:?;:>:::::;::;�:%:%:%;+%}:::{%:%:%::^:%�':%:::::i:'?`::�:::r%:::;:%::%:i'"is�i:::^::?i:::::::ir':i%:�i::i;:iiii>iii i::k%iiriiiiii:'i+.<isiii`.%i;i:::::;:::;is�:ii�';i:i`-i;:'i?ii:::::>':�:'::�::::i_<:�:::;:;�::;::::: Sii1%ii%'r:%ii:%:>.%i:%'%•\.:::x::v:r:•: .....{}::?.:i}ii:•i:•?ii::.:.i::viiii:b}:?4:iii: isyi::ii'f,.t?::::i:::i(%:iyi::.i.::tiiij:::i:::::::i::ii':iv::v. 'i.. _ viii::i::i':::::. Report 5 STRATEGY FOR IMPROVING & PRESERVING TRAFFIC FLOW & SAFETY AIMS 1 r y Critical Corridors Isolated Problems Prepared by Capitol Region Council of Governments June 1991 i i i _ i STRATEGY FOR IMPROVING& PRESERVING TRAFFIC FLOW & SAFETY This is the last of five reports prepared on the transportation system of South Windsor. The purpose of the final report is twofold. First, it is to present a general strateu for improving and preserving traffic flow and safety in South Windsor. Second, it is to present some specific plans for correcting individual problems. The previous four reports dealt with identifying existing traffic problems (Report 1), forecasting future traffic volumes (Report 2), identifying bypass alternatives for Wapping Center (Report 3), and assessing the impacts of an interchange at Burnham Road and Interstate-291 (Report 4). Those reports (especially reports 1 & 2) provide a good profile of the nature and magnitude of South Windsor's existing and likely future traffic problems. Most of the proposed strategy presented in this report is based on the findings presented in the first four reports. Conclusions Regarding Current & Future Traffic Based on the review of existing conditions, expected future traffic volumes, and road projects already planned, the following observations can be made. 1. Current traffic safety problems (defined as locations with high accident rates and moderate to high numbers of accidents) are limited in number and are scattered throughout town on both high volume roads (arterials) and moderate volume roads (collectors). 2. Current traffic flow problems (congestion) are limited to intersections on major roadways (arterials). The most critical of these are: the Wapping Center intersection (Rt 30/Rt 74/Rt 194Buckland Rd), Rt 5/Sullivan Ave, and Rt 5/Chapel Road. 3. Anticipated development in and around South Windsor is expected to cause a significant increase in travel, in and through South Windsor, by the year 2000. However, the detrimental traffic effects of this increase will be minimized because of two road construction projects currently planned or in progress: a. construction of I-291: (Manchester to Windsor) will divert traffic from local roads (especially Chapel Rd., Pleasant Valley Road., and Ellington Road-Rt 30), b. reconstruction of 1-91: will divert traffic from Route 5. 4. The balance of the new traffic that is not diverted is expected to result in significant increases on the following roads: Buckland Road, Sullivan Avenue, Avery Street, Clark Street, Dart Hill Road, and part of Pleasant Valley Road (from Clark Street to Buckland Road). The traffic increases are expected to result in traffic flow problems (congestion) only on Buckland Road and Sullivan Avenue. Fortunately, South Windsor officials previously anticipated the increases on Buckland Road and road improvement projects are already i k f planned. Reconstruction of the intersection of the Wapping Center intersection(Rt 30/Rt 74/Rt 1 194/Bucidand Road) and the widening of Buckland Road will help accommodate much of the anticipated traffic increase on Buckland Road. Sullivan Avenue is the only major travel corridor in town in which congestion is expected to increase and no improvements are currently planned. _ 5. South Windsor's future transportation system can be reasonably safe and relatively uncongested. To achieve this, the Town must continue its traffic improvement efforts by adopting a plan -for: (1) correcting the remaining known and expected problems, and (2) preserving or maintaining the proper functioning of its road network. This report is presented in two parts. Part 1 contains a discussion of a general strategy for improving and preserving traffic flow and safety. Part 2 contains a description of specific projects for correcting individual problems. PART 1: General Strategy PART 2: Specific Improvement Plans F PART 2 Specific Improvement Plans In Part 1, a general strategy for improving and preserving traffic flow and safety throughout the Town of South Windsor was presented. As part of that discussion, specific problems were identified and priorities were suggested for correcting them. (See the section entitled "Establishing Priorities among Traffic Needs".) In Part 2, specific plans for correcting the problems are presented and discussed. The plans are grouped into three sections corresponding to the three priority groups previously suggested: Priority 1: (a) Buckland corridor needs (b) Sullivan corridor needs Priority 2. Isolated congestion and accident problems (a-h) Priority 3. Geometric problems (a-i) 23 a) Buckland Road Corridor The Buckland Road corridor is expected to be the corridor with the greatest amount of traffic growth by the year 2000. Current traffic volumes of about 16,000 vehicles per day are expected to increase to around 20,000. Since construction projects were previously planned for this corridor, and since the Wapping Center intersection was analyzed in Report 3, the recommendations for this corridor can be stated briefly. Recommendation 1. Widen Buckland Road to four lanes as proposed in project number 132-100. ec� P Po P J This project will provide ample traffic capacity for most of Buckland Road. It will also address traffic flow/safety problems at Smith Street (closure of Smith Street) and Deming Road (grade changes, lane additions, and signal installation). Recommendation 2. Reconstruct the Wapping Center intersection (Rt 30/Rt 74/Rt 194Buckland Rd) as proposed in State projects 132-102 and 132-111. This will provide immediate relief to the existing accident and congestion problems at the intersection. Recommendation 3. The traffic flow analysis conducted for Report 3 indicated the capacity of the reconstructed Wapping Center intersection will be taxed by the year 2000. Several alternatives for reducing the expected congestion were presented in Report 3. It is recommended that at least one of these alternatives be selected and implemented. Alternative D (reconstruction of Clark Street from Route 30 to Deming Road and reconstruction of Deming Street from Clark Street to Buckland Road) should be implemented in any case. It achieves a reasonable improvement in the level-of-service, it can be accomplished within the existing rights-of-way, and much of the reconstruction is already scheduled as part of the Buckland Road project and the Clark Street project. Alternative D can be constructed independent of any other alternative and still be effective. Recommendation 4. An access management program should be instituted on Buckland Road. Without special access management policies it is much more likely that there will be a proliferation of commercial driveways that will adversely affect traffic flow and safety. Since large sections of this corridor are still undeveloped, an access management program instituted now could be reasonably effective at avoiding an excessive number of driveways. See Part 1 for a more complete discussion of access management. Recommendation 5. The Town should explore the relative advantages and disadvantages of conveying ownership of Buckland Road to the State of Connecticut. This is not a recommendation to convey ownership but rather a recommendation to explore the issue. It is raised because the traffic volumes and functions served by Buckland Road are now much like those of major arterials which are usually State highways. It is reasonable to ask the State to relieve the Town of the responsibility of maintaining such a road. Once the road is reconstructed, the State is also more likely to accept ownership. 24 TOWN MEETING FOR TOMORROW FINAL REPORT, SEPTEMBER 1988 ID CODE TR-5 MFUNCTION: Transportation COMPONENT AREA: Buckland Road RECOMMENDATION: ke a concerted South Windsor should ma effort to transfer l Buckland Road to the State. 2, The Planning and Zoning Commission should develop a adverse growth plan which would lead to minimum includetraffic impact on this major arteriahhwdriveways opposite one combining driveways and/or placing another. Council should work with the State to develop emented by 3' or improvement encourage a major plan to be imp --= the State for improved traffic flow on Bucklan Road. TIME FRAME FOR COMl'LETIONWo As soon as possible.uld be most d improvements esireable. before mall completion ic PRESENT STATUS: Present road condition is inadequate for tr__yfon volume. Deming Street intersection is htZlineuis also poor at the west side of the intersection. Sig Smith Street intersection.*** STRATEGY: Town should take aggressive stance with DOT to have the State acquire the road. Town should suggest that the State make improvements to Buckland Road second in priority only to improvements to Wapping Five Corners . y BENEFIT: Improved traffic flow from the center of town to Burr Corners and I-84 . RESPONSIBILITY: . Town Manager, Town Council, Planning and Zoning Commission. FINAL RESOLUTION: *** Preliminary is scheduled to begin shortly for both Buckland Road (State Project 132a=t0ofath Wapping Center (State Projectrlo3=am2) as The availabilityof Interstate Trade-In program. ty O is funding for the construction of these projects uncertain. -211- �� 1 16v CA(L ",rj ?Cos c T BAST MANAGEMENT'PRACTICES FOR THE PROTECTION OF THE ENVIRONMENT The following items are specifically designed for use by the Connecticut Department of Transportation during construction and maintenance projects. Any of these items may be superseded by specific permits from the Connecticut Department of Environmental Protection., Any design changes requiring a variance from these items due to construction methods must be submitted to the DOT for review and transmittal to DEP for approval if necessary. The definitions of "Engineer" and "Contractor" are found on page two of the current "Standard Specification for Roads, Bridges, and Incidental Construction" (Standard Specification Form) and refer to DOT personnel and hired contractors. All construction and maintenance activities shall be consistent with related DOT administrative memorandums concerning procedures and responsibilities for the control of erosion and sedimentation. Construction and maintenance operations shall conform to the following general conditions: 1. No construction . shall proceed until erosion and sedimentation control plans, prepared by the Contractor, have been submitted in writing and approved by the Engineer, and such controls have been installed as the sequence of construction necessitates as per the Standard Specification Form, Item 2.10.01. This plan Shall be consistent with the USDA document "Connecticut Guidelines for Soil Erosion and Sediment Control" (1985)* as revised and with the DOT document "On Site Mitigation for Construction Activities (1986)** as revised. No equipment, materials, or machinery shall be stored, cleaned, repaired, for refueled within twenty-five __(25Ij lfeet of any wetland or watercourse. $o � 3. No construction shall proceed until a method to prevent Id construction debris, ' paint, spent blast materials, or other materials from entering the wetland or watercourse has been approved by the Engineer, and such method has been implemented as the sequence of construction necessitates. These materials shall be collected and disposed of in an environmentally safe manner as determined by Federal, State, and Local laws. The Engineer shall monitor wind velocities and storm events during the' conduct of such work, and shall cause such activity to cease if storm conditions threaten to cause deposits of material into the waterway. 4. No materials resulting from construction or maintenance activities shall be placed in or contribute to the degradation of an adjacent wetland or watercourse. Disposal of any material shall be in accordance with Connecticut General Statutes Sections 22a-207 through 22a-209. 132-100 GENERAL 5. Fording of streams with equipment shall be prohibited, except where approved by the Engineer. Such equipment travel shall be minimized. Where frequent equipment travel on stream banks and beds is necessary, washed . stone shall be placed to minimize erosion, scour, and turbidity, provided no significant grade change will occur and no significant environmental impact will result. DEP approval will be required for any haul road or temporary structure placed in ,wetlands or watercourses. 6. All off-site disposal locations for material and debris resulting from . the progress of the project shall be submitted to the Engineer for acceptability. This map shall also show the location for final disposal of surplus material, and the type of material to be disposed. The Contractor shall ensure that these locations are outside of designated wetlands or watercourses, unless otherwise approved by Local, State, or Federal Agencies. 7. A construction sequencing plan and a water handling plan including a contingency plan for flood events shall be submitted in writing to the Engineer for approval prior to the commencement of any construction in a waterway. At all times, water shall be kept deep enough in the -channel to allow for the passage of fish and continuous flow of the watercourse wherever necessary. 8. Where dewatering is necessary the pump shall not discharge directly into the wetland or watercourse. Prior approval of the Engineer is required for the specific methods and devices, such as pumping .the water into a temporary sedimentation bowl, providing surge protection at the inlet and outlet of pumps, or floating the intake of the pump, or other method to minimize ,and retain the suspended solids. The method employed shall be of sufficient capacity to accommodate the hydraulic demand. If the Engineer, determines that the pumping operation is causing turbidity problems, said operation shall cease' until such time as feasible means of controlling turbidity are determined and implemented. 9. Cofferdams, and other measures such as bank stabilization, shall be of minimal size, as approved by the Engineer. In all cases such installations shall not cause flooding or increase scouring potential. 10. Work within and adjacent to watercourses shall be conducted during periods of low flow, whenever possible. The Engineer shall remain aware of flow conditions, during the conduct of such work, and shall cause such activity to cease should flow conditions threaten to cause excessive erosion, siltation or turbidity. During storms every effort shall 132-100 be taken to secure the work site. f`.FNTrR AT - 3 - 11. All temporary fill, such as that used for access roads and/or cofferdams, shall be properly stabilized during use to prevent erosion, and must be disposed of at an upland site, and suitably contained to prevent turbid run-off from reentering a wetland or watercourse. All areas . affected .by temporary fills .. must be .restored to their original contours, and revegetated with suitable vegetation, according to the Standard Specification Form. The area extent of temporary fill or excavation shall be minimized to that area determined by the Engineer as absolutely necessary to perform the work. 12. All erodible .material shall be properly stabilized during project duration in accordance with the Standard Specification Form. Seeding is to be accomplished within 7 days of reaching grading increment. Seeding- is to be done upon ,_suspension of a grading__ -operation for more than 30 days. N13. Dumping of oil, chemicals or other deleterious materials on the ground is forbidden. The Contractor shall provide a means of catching, retaining, and properly disposing of drained oil, removed oil filters, or other deleterious material. All spills of such materials shall be reported immediately to the DEP/Hazardous Materials office at 566-3338 or 566-4240. Failure to do so may result in the imposition of fines under Section 22a-450 of the Connecticut General Statutes. 14. (::e_1P�y-_f_ive_ application of herbicides or pesticides within f (25) feet of any wetland or watercourse will' be tolerated. In areas outside` of-""tiTe -buffer zone, application must be done by a licensed applicator. . The Contractor shall submit to the Engineer the applicator's name and license number. The Engineer will determine extent, location, and timing of such application. 15. The Contractor shall not cause or permit any materials to be handled, transported, or stored, or a road to be used, constructed, altered, repaired or demolished without taking reasonable precautions to prevent "particulate matter" (fugitive dust) from becoming airborne. Such reasonable precautions shall be in accordance with Federal, State, and Local law. 132-100 GENERAL . a 4 - 16. Every precaution shall be used while working in the vicinity of a -waterway to prevent and minimize degradations of the existing water quality. All activities shall conform and be at all times consistent with applicable water quality standards, and management practices of the Federal Clean Water Act (1972) , Connecticut's Water Quality Standards �. and other applicable State laws, and as defined in the Standard Specification Form, Section 1.07.16, entitled "Pollution Control". Additionally, appropriate measures as- detailed in Section 2.10 of the Standard Specification Form shall be used, as approved by the Engineer. 17. The Contractor, shall employ all possible methods to minimize noise pollution caused by construction equipment including but not limited to equipment used for drilling, pile driving, blasting, excavation, and hauling. All drilling units and internal combustion engines shall be muffled so as to reduce noise to an acceptable level as defined herein. All methods and devices employed 'to minimize noise shall be subject to the continuing approval of the Engineer. The maximum allowable level of noise at the nearest residence or occupied building shall be ninety (90) decibels on the "A" weighted scale. All noise complaints received by the Engineer §hall be investigated for verification, and the results will be analyzed by the Connecticut Department of Transportation Office of Environmental Planning." . * USDA document "Connecticut Guidelines for Soil Erosion and Sediment Control" (1985) as revised is available at the Department of Environmental Protection, Natural Resources Unit, Room; 553, 165. Capitol Avenue, Hartford, Connecticut 06106. ** ConnDOT document "On Site Environmental Mitigation for Construction Activities" (1986) as revised is available at ConnDOT Headquarters., Office of Environmental Planning, Room, 232,, 24 Wolcott Hill Road, Wethersfield, Connecticut 06109. GENERAL 7/31/84 REVISIONS: 5/30/85 10/11/85 11/13/87 9/l/89 132-100 GENERAL • v i r ay. �1•.r :J•J:•' • ^Z• �. r ' •• •• •,..• •• � •• • •,,•.' • •i.• • • yam•• r��t�~.: • i .. a t t•i•� • �: Po oe • , I •• �: • •:• 3r.. .' ••. 3e3 t 7t n � ••• •� "tom \fq \ \ OQ PIERCE / O w cc PROJECT cn AEG 132-100 O o � R/VFR TOWN SHOPPING CENTER \� ROAD DW FISH *o OFFICE BUILDING J� z COMMUNITY ROAD � � a W BROOK NEVERS _ BUCKLAND ROAD z �`C�NGT BUCKLAND BUCKLAND 1 HILLS MALL O 0� TOWN LIBRARY q09 N CHURCH �� POST OFFICE TOWN HALL (P CEMETERY O R,°°� NEW WAPPING CHURCH g `¢ G Rga0 �O CEMETERY ac .� v 17, SfOTT n c s ♦ Ro - _ 7`` (�� TE(l o eTf RIDGE R04° Q 0 SUNHYS, r -�- O 1 /4BER o N °9ryE f O +a^ / L O iR►1l N tp k GG 2 RU40 o °Rryf ♦ \ Z Q (P CREENw�O 14Z o O O� a a "+ PROPOSED IMPROVEMENTS 4``°ROS(0, = H°a0 r � A r STREE \to— /n STATE PROJECT NO. 132-100 c S, A chit ate'" FIGURE RECONSTRUCTION OF RECONSTRUCTION OF BUCKLAND ROAD SUMMARY PLAN P;,1M� I�"`�°`°"'�'"" BUCKLAND ROAD 1 SOUTH WINDSOR SCALE: 1' = 1000' 65 Town Line Ro*d.Wethersfield.ConnoctkW 06100 NOTE: This table, taken from "Federal Environmental Assessment/Connecticut Finding of No significant Impact Reconstruction/Relocation of Buckland Road and Connecticut Routes 30, 74 & 194, State Project No. 132-100 & 132-102" , has been revised to reflect final acreages altered as requestedby the IWA/CC. TABLE III-5 j WETLAND AREAS ON BUCKLAND ROAD, ROUTES 30, 74, 194 PROJECT I Approximate Acr.ea& Impacted State Project State Project 132-100 132-102/111 Dominant Buckland Five Corners Wetland Type Reconstruction Reconstruction Wetland Area —�� Deciduous Forested Wetland -- 0.29 1. North of Oakland Road �i (Plum Gully Brook & Tributary) 2. Oakland Road to Deming Street Deciduous Forested Wetland/ 0.19 -- (Plum Gully Brook) Wet Meadow (Site No. 6) 0.24 -- H 3. South of Deming Street Deciduous Forested Wetland East & West of Buckland Road (minus wetland area 5) (Site Nos. 1,2,3 & 5) 4. Ellington Road, Site Wet Open Area -- of Future Town Shopping Center (Recently cleared Forest) 5. South-west Corner of Deming Farmland (cornfield)/ -- and Buckland Roads Shrub Wetland Swale 0.05 (Cornfield) (Site No. 4) Total Wetland Impacted 0.48 0.29 * of the Town Shopping Center. This wetland will receive total prior impact by construction , II BUCKLAND ROAD: STATE PROJECT 132-100 Action/Status Date 1. Council Authorization to enter into November 16, 1987 agreement with State. of Connecticut. ., 2. Council Authorization to enter into February 1, 1988 agreement with Keyes Associates for Engineering Services. 3. Keyes Associates given notice to June 6, 1988 proceed with Preliminary Engineering and Survey by State and Town. 4 . Council Authorization to enter into September 19, 1988 agreement with Buckland and Winchester Partnerships concerning monies for various -Town road improvements. 5. First Public Information Meeting December 1, 1988 held. 6 . Council Authorization to formally December 19, 1988 notify Keyes Associates to proceed with Preliminary Design with Buckland By-Pass 7 . Council Meeting with Catholic April 24, 1989 Cemeteries Association regarding Buckland Road by-pass alternative. 8 . Second Public Information Meeting May 18, 1989 held. 9 . Council resolution to revoke previous July 17, 1989 Council authorization (#6 . above) , and authorize Keyes Associates to proceed with Preliminary Design for reconstruction of Buckland Road in its present alignment. 10. Preliminary design submission to November 1989 Town and State. 11. Environmental Assessment submission to December 1989 Town and State. 12. Public hearing February 21, 1990 uAvC 199/ is section, );spry and does not bind zoning commission. 1�36 102. —«:pw.�a*:am aaitrininents ttetrunder ate governed by secEion 8.28.159 C.1.Cited.160 C.t 14,295.Cited.186 C.466,473, 474. !ti ee and ground drinking Cited.2 CA 49.50. Governmental conditions Cited. 18 CS 519.Cited.34 CS 52.53,61. S to studies of the human blic utilities,public pro- See. 8-24. Municipal improvements. o municipal agency or legislative body shall ` �mmunications needs of locate,accep ,a an i n,narrow or extend any street,bridge,parkway or other ievelopment,the use of public way, (2)locate,relocate, substantially improve, acquire land for, abandon, sell or tion. The plan shall be lease any airport,park,playground school or other municipally owned property >ordinated development g. O P Y p p rty or public p building, 3 locate or extend any public housing, development, redevelopment or urban !ople. The commission renewal project,or(4)locate or extend public utilities and terminals for water, sewerage, ant of districts or neigh- light, power, transit and other purposes, until the proposal to take such action has been N a trend toward lower referred to the commission for a report. Notwithstanding the provisions of this section,a y a single resolution or municipality may take final action approving an appropriation for any proposal prior to the ;raphical or functional, approval of the proposal by the commission pursuant to this section-The failure of the com- or any part thereof or mission to report within thirty-five days after the date of official submission of the proposal vn clerk a copy of such to it for a report shall be taken as approval of the proposal.In the case of the disapproval of :rict commission, such the proposal by the commission the reasons therefor shall be recorded and transmitted to the rict clerk and the town legislative body of the municipality. A proposal disapproved by the commission shall be ime and place of which adopted by the municipality or,in the case of disapproval of a proposal by the commission municipality at least subsequent to final action by a municipality approving an appropriation for the proposal and een days,nor less than the method of financing of such appropriation,such final action shall be effective,only after : . $ � 4 4 4 98 PLANNING AND ZONING STATUTES the subsequent approval of the proposal by(A)a two-thirds vote of the town council where plan. Such re- one exists,or a majority vote of those present and voting in an annual or special town meet- made for soil . ing,or(B)a two-thirds vote of the representative town meeting or city council or the warden shall not impc. and burgesses,as the case may be.The provisions of this section shall not apply to mainte- narrowest dim nance or repair of existing property,public ways or buildings. tured home co homes which 1. (1949 Rev.,S.857; 1959,P.A.679,S.5;1963,P.A.617; 1971,P.A.862,S.7;P.A.85-365,S. I,2.) single-family History:1959 act substituted legislative body for enumerated persons and entities and added abandonment of streets etc.to not impose Co11 categories of proposals;1963 act rephrased first sentence:1971 act changed from thirty days to thirty-five days the period within homes havino which commission must report on proposal or failure to do so will be considered approval;P.A. 85-365 made a variety of —_ technical changes and inserted provisions concerning approval of appropriations prior to commission action and specifying that with federal m; section does not apply to maintenance or repair of existing property,public ways or buildings. different from, Cited. 148 C.517;149 C.719;153 C. 194,Rezoning of an area approved by zoning commission but opposed by planning talning multi-f commission,reversed by courts where"transportation,water and sewerage:'was lacking as planning commission could refuse approval also of new facilities for area.154 C.202,210.Only two acts of planning board are binding without further action by Commission in other municipal agencies;designation of and assessments for municipal improvements and action on subdivision plan.159 C.7. graded and Imp Cited. 159 C.423;160 C.295.Whether town has abandoned a particular street,thus necessitating referral to the town planning of Such work ai and zoning commission,is a question of fact,to be determined from the circumstances. 174 C.282,285. Cited.2 CA 213-219. accept a bond municipality th Sec: 8.25. Subdivision of land.(a)No subdivision of land shall be made until a plan and utilities wil for such subdivision has been approved by the commission.Any person,firm or corporation the completion making any subdivision of land without the approval of the commission shall be fined not of a plan,for al more than five hundred dollars for each lot sold oroffered for sale or so subdivided,Any plan position to do for subdivision shall,upon approval,or when taken as approved by reason of the failure of property within. the commission to act,be filed or recorded by the applicant in the office of the town clerk pletion of the u within ninety days of the date such plan is delivered to the applicant,but,if it is a plan for may authorize subdivision wholly or partially within a district, it shall be filed in the offices of both the approval shall t district clerk and the town clerk,and any plan not so filed or recorded within the prescribed any improveme time shall become null and void,except that the commission may extend the time for such provided in this filing for two additional periods of ninety days and the plan shall remain valid until the cause a final-aF expiration of such extended time.All such plans shall be delivered to the applicant for filing such condition; or recording promptly after the time for taking an appeal from the action of the commission applicant may, has elapsed,and in the event of an appeal,promptly upon the termination of such appeal by conditional apF dismissal,withdrawal or judgment in favor of the applicant.No such plan shall be recorded except that the e a G r �1C/t rA 0 c � 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 SOR CO March 2, 1990 Ms . Jean Zurbrigen, Town Manager Town of South Windsor 1540 Sullivan Avenue South Windsor, Connecticut 06074 re: CGS 8-24 Referral, Reconstruction of Buckland Road (State Project #132-100) The Planning and Zoning Commission discussed the above-referenced project at its February 27, 1990 meeting. The following is a list of concerns and recommendations the Commission wishes to have noted: 1. Natural features along Buckland Road need to be preserved; this matter must be addressed during the design stage and again during construction. 2. The Smith. Street cul-de-sac is seen as a positive measure. Thank you for providing an opportunity for us to comment on these important proposals . We shall be happy to offer recommendations on the road projects as revised drawings are issued. Very truly yours, PLANNING AND ZONINGCOMMISSION Louise C. Evans Chairman cc: M. Banach, Director of Planning ` M. Gantick, Director of Public Works Item # 204151A - HANDLING WATER Description: Work under this item shall consist of the construction of such cofferdams, flow diversions, barriers or other such protective facilities and methods as are necessary for the conduction of water beyond the limits of construction; the unwatering of the site on which the permanent structure is to be constructed; and the removal of all such temporary structures and facilities upoq the completion of the permanent work or as required. For the purposes of this specification, such work shall be understood to mean any temporary type of protective facility which the Contractor elects to build or use to satisfy, and which does satisfy, the condition that the permanent structures be placed and built in the dry. The handling of flood flows and the protection of existing structures, and any or all of the finished construction during high water, are included in the scope of the work under this item. Construction Methods: The Contractor shall investigate and verify existing stream conditions, and evaluate the need for, and the type of protection and facilities required. Before commencing construction, the Contractor shall furnish the Engineer with details of the plan and methods he proposes to use for handling water and accomplishing the work. The furnishing of such plans and methods shall not relieve the Contractor of any of his responsibility for the safety of the work and for the successful completion of the project. The height of any cofferdams, flow diversions and barriers shall be elected by the Contractor to provide reasonable protection from flooding. All such temporary structures or facilities shall be safely designed, extended to sufficient depth and be of such dimensions and water-tightness so as to assure construction of the permanent work in the dry. They shall not interfere with proper performance of the work. Their construction shall be such as to permit excavation for the permanent work to the limits shown on the plans. Interior dimensions shall give sufficient clearance for construction and inspection of forms. Movements or failures of the temporary protection facilities, or any portions thereof, which prevent proper completion of the permanent work shall be corrected at the sole expense of the contractor. Any pumping from within the areas of construction shall be done in such a manner as to prevent the possibility of movement of water through any fresh concrete. No pumping will be permitted during placing of concrete or for a period of 24 hours thereafter, unless it be pumped from a suitable sump properly located and with sufficient pumping capacity to protect against damage from sudden rising of water. Unless otherwise provided, or directed, all such temporary protective work shall be removed and disposed of in an approved manner when no longer required. 132-100 ITEM # 204151A jh2/867 r The Contractor shall be responsible for the scheduling of work under this item so as not to interfere with any sequence of operations developed for this project. Delays as a result of work required under this item shall not constitute a claim for an extension of contract time. Methods of Measurement: This item, being paid on a lump sum basis, will not be measured for payment. Basis of Payment: Payment for this item will be made at the contract lump sum price for "Handling Water", complete and accepted, which price shall include all tools, material, equipment, labor and work incidental to the construction; reconstruction; if required; unwatering, including pumping, handling of the stream flow during construction; the removal and disposal of all protective works or facilities; disposal of water removed from the construction; damages incurred by the Contractor; and any damages to existing facilities and to the work in progress, materials or equipment from flows or high stages of the stream. 1 132-100 ITEM # 204151A jh2/867 3vcA(L,�,v,4 'Pro)2 C r A BtST MANAGEMENT•PRACTICES FOR THE PROTECTION OF THE ENVIRONMENT The following items are specifically designed for use by the Connecticut Department of Transportation during construction and maintenance projects. Any of these items may be superseded by specific permits from the Connecticut Department of Environmental Protection. Any design changes requiring a variance from these items due to construction methods must be submitted to the DOT for review and transmittal to DEP for approval if necessary. The definitions of "Engineer" and "Contractor" are found on page two of the current "Standard Specification for Roads, Bridges, and Incidental Construction" (Standard Specification Form) and refer to DOT personnel and hired contractors. All construction and maintenance activities shall be consistent with related DOT administrative memorandums concerning procedures and responsibilities for the control of erosion and sedimentation. Construction and maintenance operations shall conform to the following general conditions: 1. No construction . shall proceed until erosion and sedimentation control plans, prepared by the Contractor, have been submitted in writing and approved by the Engineer, and such controls have been installed as the sequence of construction necessitates as per the Standard Specification Form, Item 2.10.01. This plan Shall be consistent with the USDA document "Connecticut Guidelines for Soil Erosion and Sediment Control" (1985)* as revised and with the DOT document "On Site Mitigation for Construction Activities (1986)** as revised. 2. No equipment, materials, or machinery shall be stored, cleaned, repaired, or refueled within twenty-five (25) feet of any wetland or watercourse. 3. No construction shall proceed until a method to prevent construction debris, ' paint, spent blast materials, or other materials from entering the wetland or watercourse has been approved by the Engineer, and such method has been implemented as the sequence of construction necessitates. These materials shall be collected and disposed of in an environmentally safe manner as determined by Federal, State, and Local laws. The Engineer shall monitor wind velocities and storm events during the conduct of such work, and shall cause such adtivity to cease. if storm conditions threaten to cause deposits of material into the waterway. 4. No materials resulting from construction or maintenance activities shall be placed in or contribute to the degradation of an adjacent wetland or watercourse. Disposal of any material shall be in accordance with Connecticut General Statutes Sections 22a-207 through 22a-209. 132-100 GENERAL - 2 - 5. Fording of streams with equipment shall be prohibited, except where approved by the Engineer. Such equipment travel shall be minimized. Where frequent equipment travel on stream banks and beds is necessary, washed stone shall be placed to minimize erosion, scour, and turbidity, provided no significant grade change will occur and no significant environmental impact will result. DEP approval will be required for any haul road or temporary structure placed in wetlands or watercourses. 6. All off-site disposal locations for material and debris resulting from . the progress of the project shall be submitted to the Engineer for acceptability. This map shall also show the location for final disposal of surplus material, and the type of material to be disposed. The Contractor shall ensure that these locations are outside of designated wetlands or watercourses, unless otherwise approved by Local, State, or Federal Agencies. 7. A construction sequencing plan and a water handling -plan including a contingency plan for flood events shall be submitted in writing to the Engineer for approval prior to the commencement of any construction in a waterway. At all times, water shall be kept deep enough in the -channel to allow for the passage of fish and continuous flow of the watercourse wherever necessary. 8. where dewatering is necessary the pump shall not discharge directly into the wetland or watercourse. Prior approval of the Engineer is required for the specific methods and devices, such as pumping .the water into a temporary sedimentation bowl, providing surge protection at the inlet and outlet of pumps, or floating the intake of: the pump, 'or other method to minimize .and retain the suspended solids. The method employed shall be of sufficient capacity to accommodate the hydraulic demand. If the Engineer. determines that the pumping operation is causing turbidity problems, said operation shall cease' until such time as feasible means of controlling turbidity are determined and implemented. 9. Cofferdams, and other measures such as bank stabilization, shall be of minimal size, as approved by the Engineer. In all cases such installations shall not cause flooding or increase scouring potential. 10. Work within and adjacent to watercourses shall be conducted during periods of low flow, whenever possible. The Engineer shall remain aware of flow conditions, during the conduct of such work, and shall cause such activity to cease should flow conditions threaten to cause excessive erosion, siltation, or turbidity. During storms every effort shall be taken to secure the work site. 132-100 r.rNTrP AT 3 - 11. All temporary fill, such as that used for access roads and/or cofferdams, shall be properly stabilized during use to prevent erosion, and must be disposed of at an upland site, and suitably contained to prevent turbid run-off from reentering a wetland or watercourse. All areas . affected by temporary fills .. must be .restored to their original contours, and revegetated with suitable vegetation, according to the Standard Specification Form. The area extent of temporary fill or excavation shall be minimized to that area determined by the Engineer as absolutely necessary to perform the work. 12. All erodible ,material shall be properly stabilized during project duration in accordance with the Standard Specification Form. Seeding is to be accomplished within 7 days of reaching grading increment. Seeding is to be done upon suspension of a grading operation for more than 30 days. 13. Dumping of oil, chemicals or other deleterious materials on the ground is forbidden. The Contractor shall provide a means of catching, retaining, and properly disposing of drained oil, removed oil filters, or other deleterious material. All spills of such materials shall be reported immediately to the DEP/Hazardous Materials office at 566-3338 or 566-4240. Failure to do so may result in the imposition of fines under Section 22a-450 of the Connecticut General Statutes. 14. No application of herbicides or pesticides within twenty-five (25) feet of any wetland or watercourse will be tolerated. In areas outside of the buffer zone, application must be : done by a licensed applicator. . The Contractor shall submit to the Engineer the applicator's name and license number. The Engineer will determine extent, location, and timing of such application. 15. The Contractor shall not cause or permit any materials to be handled, transported, or stored, or a road to be used, constructed, altered, repaired or demolished without taking reasonable precautions to prevent "particulate matter" . (fugitive dust) from becoming airborne. Such reasonable precautions shall be in accordance with Federal, State, and Local law. 132-100 GENERAL - 4 - 16. Every precaution shall be used while working in the vicinity of a `waterway to prevent and minimize degradations of the existing water quality. All activities shall conform and be at all times consistent with applicable water quality standards, and management practices of the Federal Clean Water Act (1972) , Connecticut's Water .. Quality Standards and other applicable State laws, and as defined in the Standard Specification Form, Section 1.07.16, entitled "Pollution Control". Additionally, appropriate measures as. detailed in Section 2.10 of the Standard Specification Form shall be used, as approved by the Engineer. 17. The Contractor, shall employ all possible methods to minimize noise pollution caused by construction equipment including but not limited to equipment used for drilling, pile driving, blasting, excavation, and hauling. All drilling. units and internal combustion engines shall be muffled so as to reduce noise to an acceptable level as defined herein. All methods and devices employed ' to minimize noise shall be subject to the continuing approval of the Engineer. The maximum allowable level of noise at the nearest residence or occupied building shall be ninety (90) decibels on the "A" weighted scale. All noise complaints received by the Engineer shall be investigated for verification, and the results will be analyzed by the Connecticut Department of Transportation Office of Environmental Planning." * USDA document "Connecticut . Guidelines for Soil Erosion and Sediment Control" (1985) as revised is available at the Department of Environmental Protection, Natural Resources Unit, Room. 553, 165. Capitol Avenue, Hartford, Connecticut 06106. ** ConnDOT document "On Site Environmental Mitigation for Construction Activities" (1986) as revised is available at ConnDOT Headquarters, Office of Environmental Planning, Room, 232, 24 Wolcott Hill Road, Wethersfield, Connecticut 06109. GENERAL 7/31/84 REVISIONS: . 5/30/85 10/11/85 11/13/87 9/l/89 132-100 GENERAL ■ STATEWIDE INLAND WETLAND S WATERCOURSE ACTIVITY REPORTING FORM • (See instructions on back) In accordance with the requirements of Section 2a- the Regulations of Connecticut State Agencies, this form is to be completed for h acton. completed forms for all reportable actions during a calendar month shall be mailed to the Commissioner by the local agency no later than the 15th day of the month following the month in which the action was taken. 1 . TOWN: South Windsor 2 . A. LOCATION: (Attach an 8} by it inch photocopy at the original scale of the appropriate USGS Quad May with the project site outlined. B. USGS QUAD MAP NAME OR UNIT: Mann-ha.q+'Pr C)"Ad 3 . APPLICANT'S OR VIOLATOR'S NAME: mown of Suilb NJnd- 4 . PROJECT NAME (If any) : RnC`kiand Rn;gd RPrnn-,t-rnr-tinn 5 . ACTIVITY TYPE CODE (See list of codes-'in instructions): . . ... . . . . . . [ 9 J If Type Code is 13 "other," describe the type of activity: 6. • ACTIVITY PURPOSE CODE (See list of codes in instructions) : . .. . . . . . . . .[ E ] 7. ACREAGE OF WETLANDS AND WATERCOURSES ALTERED (or Proposed to be altered) : (for all agency actions; permits, denials and enforcement) A. Soil type(s) (If Available) . . . . . . . . . . . . . .. . . . . . . . . . . . . .(-ACRES]: B. Only if soil type is not available specify area altered as follows: Swamp — Swamp. . . . . . . . . . . [ 0 .37 ACRES] !Marsh. . . . . . . . . . . [ ACRES] Hog. . . . . . .. . . . . . [ ACRESI Open water.. . . . . . [�ACRES I _-_ 8. ACREAGE OF WETLANDS OR WATERCOURSES CREATED: . . . . . . . . . . . . . . . . [ None ACRES 9. LINEAR FEET OF STREAM ALTERATION: . . . . . . . . . . . .. . . . . . . . . . . . . . . [ 515' FEET] 10. TOTAL ACREAGE OF PROJECT SITE: . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . [ 15 -0_ACRES] * For Local Wetland AQencV Use On1Y * For State Use Only * * 11. REPORTING MONTH:_ * aIS CODE: 12. .PUBLIC HEARING HELD: YES NO 13. ACTION: *(Circle.only one action) * A. permit issued B. permit denied C. permit extension/amndment * * D. map amendment Z. enforcement * * I F. jurisdictional ruling * * � * 14. AGENT: DATE RECEIVED * * ' Rev. 4/89 •J Itf ITEM #210000A - WATER POLLUTION CONTROL Article 2.10.01 - Description: Add the following: The Contractor shall attend a pre-construction meeting to discuss in detail his intended construction sequence and accompanying soil erosion and sedimentation control program. The Contractor is responsible for compliance with any "order of conditions" issued by the Inland Wetlands Agency/Conservation Commission of the Town of South Windsor. Article 2.10.03 - Construction Methods: Add the following: Where erosion has been identified during the pre-construction meeting, or has been identified during construction as being a problem, clearing and grubbing operations should be so scheduled and performed that grading operations and permanent erosion control features can follow immediately thereafter if the project conditions permit; otherwise temporary erosion control measures may be required between successive construction stages. Under no conditions shall the surface area of erodible earth material exposed at one time exceed two and one-half (2.5) acres without approval by the Engineer. Contractor shall have on-site all necessary hay bales, silt fence, rip-rap, and storm drainage piping etc. , prior to undertaking any work that may cause erosion. The Engineer will limit the area of excavation, borrow and embankment operations in progress commensurate with the Contractor's capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution control measures current. Should seasonal limitations make such coordination unrealistic, temporary erosion control measures shall be taken immediately to the extent feasible, justified and indicated on plans at no additional costs to the State. If overland waterflow becomes a problem in the construction progress then the Contractor shall take it upon himself to construct any and all ditches, temporary roads, fills and pipe culverts as necessary to alleviate a water problem which may affect progress of work. This work shall be performed at no additional cost to the State. The Engineer may increase or decrease the amount of surface area of erodible earth material to be exposed at one time by clearing and grubbing, excavation, borrow and fill operations as determined by his analysis of project conditions. In the event of conflict between these requirements and pollution control laws, rules and regulations of the federal, state or local agencies, the more restrictive laws, rules, or regulations shall apply. Silt fence shall be inspected during storm events, after each rainfall of one-inch magnitude or greater, prior to weekends, and prior to any - "- forecasted storm events. 132-100 ITEM #210000A sr2/1140 Damage to silt fence shall be repaired .immediately upon .discovery and not more than 4 hours from time of observed damage. In the event that temporary erosion and pollution control measures are required due to the Contractor's negligence, carelessness, or failure to install permanent controls as apart of the work as scheduled, and are ordered by the Engineer, such work shall be performed by the Contractor at his own expense. It is also the Contractor's responsibility to maintain the placement of hay bales and silt fences, remove silt from ditches and culverts and to repair any erosion of ditches and slopes. In case of repeated failures on the part of the Contractor to control erosion, pollution, and/or siltation, the Engineer reserves the right to employ outside assistance or to use his own forces to provide the necessary corrective measures. Such incurred direct cost plus project engineering costs will be charged to the Contractor and appropriate deductions made from the Contractor's monthly progress payment. Any erosion, siltation or general damage resulting from neglect by the Contractor to undertake temporary and permanent erosion control measures as required or directed shall result in the responsibility of the Contractor to correct the areas as determined by the Engineer. Temporary pollution control may include construction work outside the project limits where such work is necessary as a result of utility installations and equipment storage sites. The erosion control measures installed by the Contractor shall be maintained by the Contractor in a manner acceptable to the Engineer. This work shall also include the construction and maintenance of the three temporary sedimentation basins as shown on the plans, including the cost of all excavation, riprap, crushed stone, filter fabric, and other work incidental to completing and maintaining these basins. Attached is a "Site Checklist for Erosion and Sedimentation Controls" which will be used by the Town during routine site visits to assure compliance with approved site plans. This checklist is provided for the Contractor's information. 132-100 ITEM #210000A sr2/1140 - 79 - ITEM #219002A - SEDIMENTATION CONTROL HAY BALE SYSTtM ITEM #219003A - SEDIMENTATION CONTROL FILTER FABRIC FENCE SYSTEM 2.19.04 - Method of Measurement Delete the last sentence in the -first paragraph and substitute the fol lowing : Replacement systems damaged by •the Contractor 's operation or rendered inoperative by any cause as a result of early im stallation without approval of the engineer will not be measured for payment . ITEM #219002A . 132-100 - 81 - ITEM 4219003A February 14, 1991 HEMORANDUN TO: Michael J. Gantick, Director of Public Works FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer /}J �J11 RE: Reconstruction of Buckland Road I have reviewed the plans for the Reconstruction of Buckland Road received on January 16, 1991 and comments made by Jerry C. Iazzetta (dated February 8, 1991) . I concur with Mr. Iazzetta's comments concerning Soil and Erosion Control measures and have the following additional comments. Intermediate riprap is shown throughout the plans. It � �. would appear that in some places this may need to be standard riprap. A gravel layer and/or filter cloth should be utilized under the riprap. 2. A seeding schedule (to include types, dates, and rates of application) should be provided. C . Deposition of existing barns, which will be removed and should be label ed as such, should be addressed on the plans. \ The limit of wetlands should be labeled. � ? 5 The plans make reference to a "general sequence of construction" . This does not appear to be included in the plans. PP ' 6 ` The existing swale, northeasterly of the Buckland Road/Deming Street intersection, is severely eroded. The plans do not indicate that this swale will be filled. This should be evaluated and considered. Sheet S. & E. C. 11 of 11, note #5, is incomplete. 08 Deposition of concrete and asphalt, which will be removed, should be addressed on the plans. cc: Marcia A. Banach, Director of Planning Jerry C. Iazzetta, Town Engineer 1 Mr. Michael J. Gantick -7- February 8, 1991 2. Section 204151a is a special provision for handling water. The indication in this section .is that the contractor will submit his proposal for handling the water in Plum Gulley Brook and in storm sewer trenches when encountered. Shouldn't we have a plan of action prepared by the consultant for these items since we know that we will be running into some problems in these areas rather than leaving it up to the contractor to design? The following comments concern Soil and Erosion Control measures. Since Mr. John .McCahill has not had the opportunity to review these drawings due to his two week leave, we felt it was appropriate to do a cursory evaluation. 1 . There are no provisions or items for netting, wood chips, or any of the standard measures for slope/earth protection during "off season" times. 2 . The notes on the E & S plans are difficult to read because of the background information they are placed over. 3 . There is no typical filter fabric detail. 4 . Typical detail for silt fence is not the same as our Town Standards . a 5 . Sheet 15 & 21 - the hay bale check dam downstream from the twin 48" dia. pipes as shown appears to be insufficient. �j 6 . Sheet 19 - no erosion control is shown on this sheet and the bridge plans for construction of the new culvert. Siltation in Plum Gulley has been a problem for years and what is j shown does not appear to be sufficient to address this. / 7. Haybales have a life expectancy of sixty. days. Has t)3 replacement of these been sp ecifically pecifically addressed. JCl/jsv f A f F Town o-PsputA 70: 9 w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 x.coN� AREA CODE 203/644-2511 June 19 , 1991 CERTIFIED MAIL Dear Property Owner: Re: Buckland Road Reconstruction In accordance with Section 7 . 3b of the "Town of South Windsor Inland Wetlands, Watercourses, and Conservation Regulations" , we are required to notify you that an application has been filed for the above referenced project and is subject to a hearing by the Inland Wetlands Agency/Conservation Commission. The application and plans are on file with the South Windsor Planning Department. The tentative date for this hearing is Monday, July 8 , 1991 . As an abutting property owner of this project, you are invited to the hearing to ask questions and/or give comments, however, you are not required to attend. You may also submit written comments regarding the application prior to the hearing if you so desire. If you have any questions regarding this application, please call the Planning Department. Very truly yours Michael J. G60tick, P.E. Director of Public Works MJG/jsv 18 10 VARRICK MARY A FANDOZZI GURRIE H & SLOWICK MITCHELL M 0015 BUCKLAND ROAD BUCKL 0001 BUCKLAND ROAD BUCKL 0009 BUCKLAND ROAD BUCK SOUTH WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 P 715 107 779 P 715 107 780 P 715 107 781 27 11 18 3 27 12 EDLUND MARIE AF ASSOCIATES CHUNG HENRY G & LISA & A 0090 SUCKLAND ROAD BUCKL 395 BUCKLAND RD 46 BEVERLY ROAD SOUTH WINDSOR ,CT 06074 SO WINDSOR ,CT W HARTFORD ,CT 06119 P 715 107 782 P 715 107 783 P 715 107 784 27 10 27 13 27 14 WILLIAMS ELECTRIC INC RICE JAMES J+SANDRA A SUR ELIASSON RUDOLPH GEORGE 108 ECHO RIDGE DR 0095 BUCKLAND ROAD BUCKL 0103 BUCKLAND ROAD BUCK VERNON ,CT 06066 SOUTH WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 P 715 107 785 P 715 107 786 P 715 107 787 27 1 27 9 27 15 WRIGHT BRADFORD L KRAWSKI WILLIAM J CATHOLIC CEMETERIES ASSO 251 BUCKLAND RD 0130 BUCKLAND ROAD BUCKL 700 MIDDLETOWN AVE SOUTH WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 NORTH HAVEN ,CT 06473 P 715 107 788 P 715 107 789 Mr. Richard Meagher 27 4 27 3 P 682 148 983 27 2 LUMBRA LLOYD A + ARLENE H SYME WILLIAM M+ROSEMARY J SABIA JEANNE H 0218 BUCKLAND ROAD BUCKL 0206 BUCKLAND ROAD BUCKL 0207 BUCKLAND ROAD BUCK SOUTH WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 P 682 148 984 P 682 148 985 P 682 141 986 38 12 3 ll 27 5 HOYT MARJORIE F WRIGHT BRAD L CROTEAU ROBERT D + 0251 BUCKLAND ROAD BUCKL 0235 LAND ROAD BUCKL 0240 BUCKLAND ROAD BUCK SOUTH WINDSOR ,CT 06074 SO WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 P 682 148 987 P 682 148 988 38 8 38 10 38, 7 MESSIAH EVANGELICAL RUBIN MARK D & GLORIA B :MESSIAH EVICAL 0300 BUCKLAND ROAD BUCKL 60 MOHAWK DR 296 LAND ROAD BUCK SOUTH WINDSOR ,CT 06074 WEST HARTFORD ,CT 06117O WINDSOR ,CT 06074 P 682 148 989 P 682 148 990 38 14 38 13 38 6 OCONNOR THOMAS C & PHENIX RONALD A + JOAN K SCHIAVONE STEVEN & LUCIA 0335 BUCKLAND ROAD BUCKL 0325 BUCKLAND ROAD BUCKL 0326 BUCKLAND ROAD BUCK SOUTH WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 P 682 148 991 P 682 148 992 P 682 148 993 - 51 34 38 5 38 1 CARMON & COMPANY RSK-KELLCO INC WOODCOCK JOHN J III 0419 BUCKLAND ROAD BUCKL 1744 ELLINGTON RD 0395 BUCKLAND ROAD BUCK SOUTH WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 P 682 148 994 P 682 148 995 P 625 093 007 51 39 51 33 SAMSEL PROPERTIN S P AHEARN FRANK E TRUSTEE SAMSEL PRO IES PARTNE F DAVID MAHO 0 INC PO BOX 525 C/O T AVID C MAHONEY T HAR ,CT 06107 SOUTH WINDSOR ,CT 06074 WE HARTFORD ,CT 06107 P 625 093 008 51 39 51 49 51 39 { - v. SAMSEL PROPERTIES P ER SAMSEL JOHN G HERESA G SAMSEL PROPE PARTNE C/O DAVID MAH CO INC 152 DEMI T C/O THE ID C MAHONEY WEST HART D ,CT 06107 SOUT NDSOR ,CT WES TFORD ,CT 06107 51 10 51 39 1 11 SAMSEL PROPERTIES THE SAMSEL PROPERTIES P. AHEARN F K E TR C/O DAVID Y CO INC C/O DAVID CO INC PO B 525 WEST FORD ,CT 06107 WEST ORD ,CT 06107 TH WINDSOR ,CT 06074 51 13 51 10 51 12 DODD HAROLD L + SAMSEL PROPERTIES KELLEY RICHARD 0512 BUCKLAND ROAD BUCKL C/O DAVID EY CO INC 1744 ELLI RD SOUTH WINDSOR ,CT 06074 WEST FORD ,CT 06107 SOU INDSOR ,CT 06074 P 625 093 009 51 15 51 9 51 14 HOLCOMBE J KIRBY SOUTHERN NEW ENGLAND TEL GIBBS MILTON ERVIN + 374 ABBE ROAD EXT 227 CHURCH ST 0530 BUCKLAND ROAD BUCK SOUTH WINDSOR ,CT 06074 NEW HAVEN 6 ,CT SOUTH WINDSOR ,CT 06074 P 625 093 010 P 625 093 011 P 625 093 012 8 51 16 51 17 KELLEY RIC RUBIN MARK SMITH ROBERT J & SMITH J 1744 EL TON RD 39 ROSEMARY LA 0550 BUCKLAND ROAD BUCK SOU INDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 P 625 093 013 P 625 093 014 18 7 18 2 51 3/9 MANCHESTER I-84 ASSOCIATE URSO ROBERT A SAMSEL JOHN G & I�RESA 1001 WINDSOR RD 1 CHRISTINE LANE 152 DEMING VIRGINIA BEACH ;VA 23451 SOUTH WINDSOR ,CT 06074 SOUTH DSOR ,CT P 625 093 015 P 625 093 016 18 4 18 6 18 5 BUCKLAND HILLS D PEME BUCKLAND HILLS D EME BUCKLAND HILLS DEVELOPEM 36 HIGH ST E C/O PATSY 0 36 HIGH ST BRIS ,CT 06010 BR ,CT 06010 BRISTOL ,CT 06010 P 625 093 017 51 32 27 8 38 9 KATTEN FRED S REICHLE EARL A+BARBARA H SAMSEL JOHN G JR & THERE 115 BEVERLY RD 247 ABBY RD 99 RIDGE RD W HARTFORD ,CT 06119 SOUTH WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 P 625 093 018 P 625 093 019 P 625 093 020 Assemblies of God Society for Savings Calvary Church 647 East Middle Turnpike 31 Pratt Street Rev. Gustafson Manchester, CT 06040 P.O. Box 2200 400 Buckland_ Road Hartford, CT 06145-2200 South Windsor, CT 06074 P 625 093 021 P 625 093 030 P 625 093 031 Leo A & Mary Ann Gauthier Town of Manchester. 395 Smith Street Manchester Town Hall South Windsor, CT 06074 41 Center' Street P 625 093 032 Manchester, CT 06040 SOWN y To� ap Saa� o 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR-Co AREA CODE 203/644-2511 June 27, 1991 Edward J. Tomkiel, Town Clerk Town of Manchester . 41 Center Street CERTIFIED MAIL Manchester, CT 06040 Dear Mr. Tomkiel: Re: P.A. 87-307 , Notification of Application Within 500 feet of Abutting Towns In accordance with the captioned 1987 legislation concerning notification to municipalities regarding Inland Wetlands Agency/Conservation Commission applications that could affect the abutting town, we hereby notify you of the application submitted by the Town of South Windsor. The applicant requests an IWA/CC permit for the reconstruction of Buckland Road. This application is tentatively scheduled to be heard by the Inland Wetlands Agency/Conservation Commission on July 8, 1991 . If you have any questions, please contact the Planning Department at 644-2511 . Thank you. Very truly Yours, John E. McCahill Zoning/Wetlands Enforcement Officer JEM/pmm cc: Elizabeth A. Warren, Chairman, IWA/CC t C � ti 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074"'� ��4soR•co� J AREA CODE 203/644-2511 os� June 27 , 1991 co TO: Elizabeth A. Warren, Chairman, IWA/CC FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer RE: Application #91-24W, Town of South Windsor, Buckland Road Reconstruction DOCUMENTS REVIEWED: Application Form, CT .D.O.T. Plans for Reconstruction of Buckland Road (State Project No, 132-100) , and various supplemental /3 reports . COMMENTS: The preliminary plans for this project were reviewed by Town _ - Staff prior to this submittal . Attached are comments by Jerry Iazzetta (dated 2/8/91 ) , comments by John E. McCahill (dated 2/14/91) , and an extract taken from "Response to Semi-Final Design Review Comments" , State Project No. . 132-100, May, 1991 as prepared by Keyes Associates . The itemized responses in the extract substantially address the previous comments . These should be clar; f;eA or the �-K benefit of the Agency during the presentation of this application. The following additional comments should also be a res sed. /2: The Town of Manchester has been notified of this pending application in accordance with Public Act 87-307 . 4�`�ISF 3 .(' ` The wetland limits as shown are based on field investigations . � / The plans should indicate that these are a result of flagging � ESL) by a Soil Scientist(s ) . Additional information should also be provided to indicate who did the field work and clarify the findings . The plans do not appear to specifically indicate methods for dust control . This should be addressed and noted on the plan-s—­c7 S-fte,W'*Av 5 .% The siltation fence detail shown on S. & E.C. 11 of 11 is for _ installation in a watercourse. A standard detail for --neral installation should also be included on the plans . r Elizabeth A. Warren Page Two June 27, 1991 Application #91-24W (6J The definition of clean fill, as stated in section<, 1 x of the Regulations, should be included on the plans . It should ' be noted on the plans that only "clean fill"/will be used in 40 a �..� any of the regulated areas . 7 . The regulated areas (40 feet from boundaries of wetlands and MkA AIIA 80 feet from boundaries from watercourses ) as stated in ,..� section 2 . 1 (n) of the Regulations should be shown on the plans . 8 . The "Sequence of Construction" on S. & E.C. 1 of 11 does not adequately address temporary st ization. This should include temporary seeding as well as provisions for temporary �a ,p,6t�' stabilization out of the normal growing season. fu I 2.co 9 The plans, in a number of places; refer. to "use of temporary pumping operations or diversion system as required . . . " . In those areas where temporary�umninq operations or diversions Y will likely be required a proposed method for handling the water should be shown on the plans . 10 . Note #5, on S. & E.C. 1 of 11, refers to "Best Management Practices for the Protection of the Environment. " General comment #2 of this document should be modified to state, "No equipment, materials, or machinery shall be stored, cleaned, repaired, or refueled within forty (40 ) feet of any wetland or eighty (80) feet of any watercourse. " General__-c-amment #12 references the "Standard Specification Form. " This should refer to "Connecticut Guidelines for Soil Erosion and Sediment Control . " It indicates seeding will be s done but should also provide for temporary stabilization methods out of the normal growing season. General Comment_#14 should be modified to state, "No application of herbicides or pesticides within forty (40 ) feet of any wetlands or eighty (80) feet of any watercourse will be tolerated. " IF APPROVAL IS CONSIDERED, SUGGESTED APPROVAL CONDITIONS INCLUDE: O1 ` The final plans shall indicate that wetland limits are a result of flagging by a Soil Scientist(s ) . rue+ ll� nb A Elizabeth A. Warren Page Three June 27, 1991 Application #91-24W �a 2 . The final plans shall indicate specific methods for dust control . 3'. A detail shall be included on the final plans for the typical Lw��� ✓ installation of siltation fence. 4 . The definition of clean fill, as stated in section 2 . 1 (x) of the Regulations, shall be included on the final plans . It shall be noted that only "clean fill" is to be used in the ` ✓ regulated areas . 5 . 1 The regulated areas (40 feet from boundaries of wetlands and 80 feet from boundaries of watercourses) as stated in section 2 . 1(n) of the Regulations shall be shown on the final plans . a6 . The "Sequence of Construction" on S . & E.C. 1 of 11 shall include temporary seeding as well as provisions for temporary —4r y � r stabilization out of the normal growing season. 7 In those areas where temporary pumping operations or diversions will likely be required a proposed method for handling the water shall be shown on the final plans . 8. The document, "Best Management Practices for the Protection of the Environment" shall be modified as follows: General comment #2 of this document shall be modified to state, "No equipment, materials, or machinery shall be stored, cleaned, repaired, or refueled within forty (40) feet of any wetland or eighty (80) feet of any watercourse. " V General comment #12 references the "Standard Specification Form. " This shall also refer to "Connecticut Guidelines for Soil Erosion and Sediment Control . " It indicates seeding will be done but shall also provide for temporary stabilization methods out of the normal growing season. ✓ General Comment #14 shall be modified to state, "No application of herbicides or pesticides within forty (40) feet of any wetlands or eighty ( 80) feet of any watercourse will be tolerated. " 1 ��2.2.E.-���'c� g reb r j The following comments concern Soil and Erosion Control measures. Since Mr. John McCahill has not had the opportunity to review these drawings due to his two week leave, we felt it was appropriate to do a cursory evaluation. 1. There are no provisions or items for netting, wood chips, or any of the standard measures for slope/earth protection during "off season" times. 6 L) 2. The notes on the E & S plans are difficult to read because of the background information they are placed over. 6 3) 3. There is no typical filter fabric detail. 6 q) 4. Typical detail for silt fence is not the same as our Town Standards. S� 5. Sheet 15 & 21 - the hay bale check da-rn downstream from the twin 48" dia. pipes as shown appears to be insufficient. � ) 6. Sheet 19 - no erosion control is shown on this sheet and the bridge plans for construction of the new culvert. Siltation in Plum Gulley has been a problem for years and what is shown does not appear to be sufficient to address this. 7. Haybales have a life expectancy of sixty days. Has replacement of these been specifically addressed. JCl/jsv C February 14, 1991 MEMORANDUM TO: Michael J. Gantick, Director of Public Works FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer RE: Reconstruction of Buckland Road I have reviewed the plans for the Reconstruction of Buckland Road received on January 16, 1991 and comments made by Jerry C. Iazzetta (dated February 8, 1991 ) . I concur with Mr. Iazzetta's comments concerning Soil and Erosion Control measures and have the following additional comments . 1 . Intermediate riprap is shown throughout the plans. It would appear that in some places this may need to be standard riprap. A gravel layer and/or filter cloth should be utilized under the riprap. 2 . A seeding schedule (to include types, dates, and rates of application) should be provided. 3 . Deposition of existing barns, which will be removed and should be labeled as such, should be addressed on the plans . 4 . The limit of wetlands should be labeled. 5 . The plans make reference to a "general sequence of construction" . This does not appear to be included in the plans . 6 . The existing swale, northeasterly of the Buckland - Road/Deming Street intersection, is severely eroded. The plans do not indicate that this swale will be filled. This should be evaluated and considered. 7 . Sheet S. & E. C. 11 of 11, note #5, is incomplete. 8 . Deposition of concrete and asphalt, which will be removed, should be addressed on the plans . cc: Marcia A. Banach, Director of Planning Jerry C. Iazzetta, Town Engineer 3 Salmi-*r sjons.e. +o Se r,c, ec+ No - 152- may , t tA1A e Kere� Assoc, aJ; 0'1 -- Review Comment Response 56) No conflict: top san. pipe @ 78.0±, bottom C.B. @ 82.7±. 57) Will show. 58) See revised plans. 59) Will comply. 60) Sequence of construction allows for handling of water. 4-VIC � Temporary slope protection item �C'Cf� .1f�22f.�'�t�.5 61) provided. 'reb 62) Notes will be redone on final plans. 63) Silt fence detail shown on S & EC sheet 11. {�4) To be discussed with I.W.C. after submission. f 65) Will correct. 66) See revised plans. L67) Replacement included in item cost per 2.19.03 & 2.19.05 Form 814. Town Review 2/14/91: �es1°n i 1) Riprap as called out on plans, gravel 3�*,,^ mwA w to be included. See miscellaneous details sheets. 2) See 9.50.03 & 2.10 Form 814. 3) CDOT to address in separate demolition contract. 4) Done on S & E.C. plans. 5) Are intended to be general application to be provided as required.. 6) Swale will be filled in. x 7) Will complete. . 8) Concrete and asphalt to be. hauled off ° .,_ site (see 2.02.01 Form 814). 7 mh2/617 Z� OF C Subject : Minutes for September 1989 ANT OF TRANSPORTATION TION Project Managers Meeting MEMORANDUM Date: May 29 , 1990 from: ext _ ,EE DISTRIBUTION LIST Judi hTn Ziwv� �----1566-5704 Ass, t � nvironmental Ping . Bureau of Planning Attached is the minutes of the September, 1989 c e Projt N 7 Tanagers Meeting. If you have any questions regarding the required information please contact Steven Ladd, Office of Environmental Planning, at 566-4272 . DISTRIBUTION Robert W. Gubala Walter W. Cox Charles E . Dougan / P� L 1 Frank ". D 'Addabbo - Richard J. Casey Arthur F . Hourihan, Jr . - Arthur W. Gruhn Leon M. Alford - Dist . I Norman Angel Dist II Joseph DeMarco - Dist III D Wayne Blair - Dist . IV Earle R. Munroe i{ Daniel L . Coffey M-il ton G . Shaw JUL 1 1991 Stephen M. Barton Arthur Butzgy SOUth Windsor Robert Green INLAND WETLANDS AGENCY/ Bradley Smith WNSCRVA*ION COMMt Clement Zawodniak � Robert Swain Jon Hackbarth William Stark William Crandall Richard Rathbun Dennis 1urphy cc : Comr. Burns - Dep Comr . L•azarek - W. David Gilbert Dep . Comr . James F . Sullivan - Richard A. M - W.E . Keish Dep . Comr . James J . Rice - Richard Howard artinez Dep . Comr . James F . Byrnes , Jr . Dep . Comr. Daniel S . VLirhead - Edmund J . Mickiewicz Dep . Comr .- Edward Archibald Dep . Comr . Robert M. Hardiman Edgar T . Hurle Judith S . Cantwell - Steven T. Ladd Central Files pmmeet.doc Wt MONTHLY PROJECT SCREENING MEETING - CTDOT Minutes Date of Meeting: September 25, 1989 Place: CTDOT Training Center - Newington Attendees: Attachment 1. General: The Corps noted to Steve Ladd that appropriate project information and adequate supporting plans information are not being provided by the project managers/engineers. Steve will provide advisory memo to appropriate departments. Report: 9 projects were on the meeting agenda (attachment 2) . All projects on the agenda were discussed. Four projects not on the agenda were also discussed. Protect 435-157 , Maintenance Facility (Salt Shed) - Darien - (M&E) See August 30, 1989 minutes. During last month' s discussion, EPA asked why storm discharge was going directly into stream versus through wetlands. Proposed discharge is from site ' drainage through gross particle separator through 5001± of storm sewer to Noroton River and involves 0. 02 acres wetland impact. EPA had concern that the wetland would dry out if existing drainage flow which goes through wetlands were rerouted and directed to stream as proposed. It was noted that DEP recommends stream discharge. The Noroton River is ultimate receiver of discharge. Noroton River has adequate volume to dilute any salt concentrations that may occur in storm drainage. It is not expected that heavy salt concentrations will be problem (salt shed will keep salt under cover) . The Corps confirms project activity for NWP(26) . Agencies do not object. Protect 4106-103 , Salt Shed - orange - (M&E) "This project was not .on the agenda. Project is a proposed salt storage facility. Storm drainage is proposed to be routed through 600+ feet of pipe before discharge at riprap outlet at swale to the south of the storage shed. Approximately 0.023 acres riprap fill is involved. EPA suggested allowing stormwaters to flow directly into swale at point directly to east of salt shed without pipe. M&E will investigate this recommendation. Telecon between Corps and Jane Witherall (M&E) on 9/27/89. There is a wetland restoration area ongoing at New Haven Water Co. wetland property to the east of the swale area east of salt shed. DEP recommends discharge at point in swale further south of the wetland restoration area as proposed to stay away from restoration area. The Corps informed Steve Ladd of this on 9/27/89 . Project as proposed is confirmed for NWP 7 activity,, • Project # (not provided) , Salt Shed- South Road - Farmington - (M&E) This project was- not on the agenda. Project is a proposed salt storage facility. Site storm drainage will be piped through gross particle separator to riprap outlet discharge into unnamed brook. Approximately 14 CY riprap fill for splashpad at storm drain outlet within 0. 005 acres wetland area. EPA asked if NPDES permit is required from State. Susan Lee noted storm waters exempt from NPDES. Agencies concur on nationwide activity determination. The Corps confirms that the project qualifies for NWP 7 . Project J# (not provided) , Salt Shed - Route 6 - Farmington - (M&E) This project was not on the agenda. Proposed project is a salt storage shed. Storm discharge will be piped under and alongside Route 6 and will be discharged at riprap outlet into Scott Swamp Brook at south side of Route 6. Scott Swamp Brook is culverted under Route 6 immediately upstream of discharge point. Riprap fill is above wetland bank limits. No riprap fill within wetlands. Corps confirms that no permit is required. Project 438-77 , Route 44 Widening - Eastford - (Rich Armstrong) (See August 30 1989 minutes) This project involves widening of existing roadways. Impact area is 400 SF for slope fill at 2 : 1 slope and 100 SF at streambank. Temporary sandbag coffers will be used in Still River. Both sides will be under construction simultaneously. Project submitted as categorical exclusion. FHWA has not provided concurrence and approval. When FHWA provides approval, Corps will review for concurrence on categorical exclusion and confirm for NWP(23) . Protect '4143-140 , Route 183 Reconstruction - Torrington - Project is road widening from 24 feet to 36 feet; 7 foot shoulders; 700 SF (0 . 02 acres) wetlands impact within isolated wetlands. Project qualifies for NWP(26) .. . Agencies have no objection. Project 4128-109 , Route 10 Reconstruction - Simsbury - Involves 0. 06 acres fill for culvert extension. 135 cy below ohw. Project activity considered for SPGP (GP-40) . Agencies do not object. Corps concurs on SPGP (GP-40) . Protect 4148-148 , Route 150 - Quinnipiac River - Wallingford - (Frank Jodaitis) See 8/30/89 minutes (#TBD) . The State DEP permits have been issued. USFWS has concern for fisheries resources ? It was noted that the subject reach of river has very poor water quality. Proposed new bottom will be stone bottom. USFWS will coordinate with the State on the DEP review with respect to project impact on fisheries resources. Approximately 1/3 acre of wetland fill involved. No final determination of permit status was made at this meeting. Susan Lee talked to Frank Jodaitis on 10/16/89. According to DEP reviews, the river is not capable of handling wastewater loads generated- from community. River has class D rating. Town is not interested in rebuilding dam. I told Frank that project may meet criteria for Roadway GP. Roadway GP info was faxed to Frank on 10/17/89 . I told Frank that if project does not qualify for 2- - Roadway GP, project will go individual permit review, and I will n need adequate plans showing wetland limits and project wetland �l impact areas. Frank will provide additional info as appropriate. Protect 443-104 , I-95 - Lake Saltonstall - East Haven/Branford - (Frank Jodaitis) - See 7/29/89 minutes (DOT project #00186) . Project involves replacement of existing bridge. New bridge will be wider. 1.5 acres wetland fill for bridge abutments. USFWS noted that migratory birds may be affected by raising reservoir levels if dam level is raised. The DOT will consider alternatives to fill for dam modification. If . fill option is considered, this will be individual permit review. Protect 443-105 , U.S. Route 1 Bridge Rehab, Farm River - E. Haven - (Frank Jodaitis) This project involves deck repair and patching of substructure. Project requires DEP-CAM approval. 0. 04 acres temporary sandbag cofferdam fill in tidal waters to facilitate repairs. Coast Guard has determined project to be in advanced approval category. Repair and rehab of existing structure. The Corps has determined that the project activity qualifies for NWP 3 . Project *170-832 , Route 309 - Stratton Brook - Simsbury - (Frank Jodaitis) Project is a bridge replacement project. Initial proposal was a box culvert. DEP - Fisheries has noted that project site is a sensitive area. The proposal now is a clear span bridge. Approximately 144 cy of fill below OHW required. 0 . 20 acres fill within wetlands/waters. Corps confirms that the activity qualifies for NWP 3 . Project r105-130 - Baldwin Bridge - (pending application r89-1243) This project was not on agenda. Steve Ladd discussed project. Discussion centered on the mitigation proposal at Ferry Road. Six culverts are proposed to be installed at berm south of Ferry Road- and three culverts at Ferry Road. Invert elevations have not been determined yet. Original plan was to manipulate volumes of tidal flow entering by installing one culvert at a time and installing future culverts as appropriate based on monitoring progress of marsh reestablishment. Proposal now is to install all culverts at once at berm area. Similarly, the culverts at Ferry Road would be installed at one time to preclude redisturbance of a fiber optic cable and existing utilities under Ferry Road. CAM is requesting hydraulic study for 1 year to determine appropriate volume of tidewaters to provide successful marsh restoration. Wetland area will be ditched to provide channel for tidal flow. Rotary ditching equipment is proposed. Agencies recommended some sort of flap gate device at upper end of culverts to retain salt water for phragmites kill. EPA recommended a minimum 5-6 year reporting and monitoring of the rate of success. Corps and agencies agreed that criteria for success needs to be established; EPA will consult in-house with Ed Reiner to determine what criteria and conditions should be developed- for measuring success of restoration work; this would need to be included as conditions of the permit with respect to the salt marsh restoration work. Individual permit review. To be continued. •r -3- F oject #132-XXX, Route 74 - South Windsor - (Gary - Keyes sociates) This project involves 3 State projects: 132-100 uckland Rd) at South Manchester/Windsor townline involves 0. 33 res; 132-102 (Five Corners) involves 0. 03 acres impact; 132-XXX (Ellington Rd) involves 0.21 acres; 2 projects are state funded and 1 is Federally funded. Total impact for 3 projects is 0. 57 acres. Additional information on fill quantities will be provided before a determination is made. The meeting was adjourned at 15:00. The next scheduled meeting is October 26, 1989. �l� g Susan K. Lee Date Sr. Project Manager Corps of Engineers 1!71 Steve Ladd at CTDOT Office of Environmental Planning Attachments - -4- May 20, 1990 xs ADDENDUM TO 9/25/89 MINUTES Telecon with James Low (Keyes Assoc. ) on 5/15/90 and 5/20/90. Protect #132-100, Reconstruct Buckland Road, South Windsor and Manchester - Widening/reconstruction of existing road from 2-lane to 4-lane. 0.33 acres total impact at 4 wetland/stream impact areas; road widening requires two drainage outlets (unnamed streams) to extend existing culverts and wetland impact for road/slope widening of Buckland Road involving 0. 24 acres impact area; one culvert crossing of Plum Gully Brook involves 0. 09 acres impact area. Drainage outlet structures qualify for NWP 7 activities. Drainage areas delineations provided. Drainage areas contributing to culvert crossing impact area at Plum Gully Brook and the road widening impact area meet "above headwaters" criteria. These activities qualify for NWP(26) activities. INTERDEPARTMENTAL STATE Or CONNECTICUT MESSAGE STo-201 REV. 7/86 Obtain "STATE EMPLOYEE SUGGESTION" forms from, and send your (stock No. 6938-051-01) ideas to: Employee's Suggestion Awards Program, 165 Capitol Avenue Hartford, CT 06106. � E,TITLE dagar T. Hurle, Director of Environmental Planning h/90 TO ENCY ADDRESS`61ept o Trans ortation, 24 Wolcott Hill Road, Wethersfield oa T oney, Un er ecreta y, Comp. Planning Div, x498 TELEP NF From A� Y,ADDRES ice A Policy and Management, 80 Washington St. , Hartford Subject: Finding of No Significant Impact - Reconstruction of Buckland Road and Routes 30, 74, and 194, South Windsor Based on our review of the subject document and related materials, this office has determined that the Finding of No Significant Impact for this project is appropriate. - JM/pm cc: Karl Wagener, CEQ Gordon Frassinelli, OPM JUL 1 1991 South Windsor INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION RECEIVE® JUN 2 71990 OFFICE OF ENVIRONMENTAL PLANNING FEDERAL ENVIRONMENTAL ASSESSMENT / CONNECTICUT FINDING OF NO SIGNIFICANT IMPACT RECONSTRUCTION/RELOCATION OF BUCKLAND ROAD AND CONNECTICUT ROUTES 305 74 & 194 SOUTH WINDSOR, CONNECTICUT STATE PROJECT NOS. 132-100 & 132-102 PREPARED FOR THE FEDERAL HIGHWAY ADMINISTRATION AND THE CONNECTICUT DEPARTMENT OF TRANSPORTATION FEDERAL ENVIRONMENTAL ASSESSMENT PREPARED PURSUANT TO 23CFR 771.119 AND 23CFR 771.121 CONNECTICUT FONSI PREPARED PURSUANT TO REGULATIONS OF CONNECTICUT STATE AGENCIES SECTION 22a-la-1 THROUGH 22a-1a-12 INCLUSIVE APPROVED: FOR THE CONNECTICUT DEPARTMENT OF TRANSPORTATION DATE APPROVED: FOR-.THE ER GH AY ADMINISTRATION DATE APRIL, 1990 FEDERAL HIGHWAY ADMINISTRATION FINDING OF NO SIGNIFICANT IMPACT FOR Reconstruction/Relocation of Buckland Road and Connecticut Routes 30 , 74 & 194 in South Windsor, Connecticut - State Project Nos. 132-100 and 132-102, F.A.P. No. M-2346(3 ) . The FHWA has determined that this project will not have any significant impact on the human environment. THis finding of no significant impact is supported by the attached environmental assessment. It provides sufficient evidence and analysis for determining that an environmental impact statement is not required. Date a s, Division Administrator �.3P 1 Memorandum U.S.Department of Transportation Federal Highway Administration - , Subject: S.P. 132-100 & 132-102-Reconstruction/ Date: Relocation of Buckland Road & Connecticut May 1, 1990 Routes 30, 74 & 194, South Windsor,, Connecticut Reply to From: Mr. James J. Barakos attn. of: Division Administrator HFO-CT Hartford, Connecticut To: Mr. J. William Burns, Commissioner Department of Transportation Wethersfield, Connecticut We have completed our independent review of the Environmental Assessment for the subject project, including your recommendation that a Finding of No Significant Impact (FONSI) be adopted for this project. We have determined that this project will not have a significant impact on the human environment and have documented this statement by attaching our finding to the first page of the Environmental Assessment. A c^py of our FONSI should be inserted in the EA prior to distribution. The "State clearing house" needs to be notified of this action. J. rakos ivision Administrator Attachment From the Office of Staff Services - 5/8/90 Original to Milton G. Shaw (Attach.) - For your information & follow up Copies to: Dep. Comr. Sullivan - R. A. Martinez - " It " Dep. Comr. Rice - Robert W. Gubala - " " if Earle R. Munroe - " " of St 3arton - " " It r --..._ , Ju h�1S. C ntwell (Attach.) - " GAP%Ti ON 9 '� t H�.GREEN J R Y C r a � U� 0 ?/)• a 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 f~osoR•co�' AREA CODE 203/644-2511 July 11, 1991 Mr. Michael J. Gantick Director of Public Works Town of South Windsor 1540 Sullivan Avenue South Windsor, Ct 06074 Dear Mr. Gantick: Re: Application #91-24W, Town of South Windsor Reconstruction of Buckland Road Due to the fact that the Agency typically does not attempt to schedule meetings in August, and that a motion was made to schedule a public hearing for application #91-24W, the Agency requests you consent to a 65 day extension of the time to schedule a public hearing. The public hearing is tentatively scheduled for September 23, 1991 . Enclosed is a standard form for your convenience. Please send us the consent as soon as possible. Thank you for your attention to this matter. Very truly yours, E-izabeth A. Warren Chairman, IWA/CC EAW/pmm Enclosure i E E STATE OF CONNECTICUT i DEPARTMENT OF TRANSPORTATION 1 f a t f Standard Specifications f ' for Roads, Bridges and Incidental Construction f JU! 15 10 3 1 E South Windsor INLAND WETLANDS AGENCV4 CONSERVATION COMMISSIM , E FORM 814 � 1988 APR 5 1989 KEYES ASSOCIATES WETHERSFIELD OFFICE 1.07.12 1.07.16 as a waiver of any of the provisions of these specifications r a result of accidental breakage, or as a result of being ex- and contract. The opening of any substantially completed "I posed or unsupported, the Contractor shall promptly notify traveled way, or portion thereof, shall not constitute a basis the proper authority. He shall cooperate with the said au- for claims for damage due to interruptions to, or interference thority in the restoration of service as promptly as possible. with, the Contractor's operations. Necessary repairs or re- ";; In no case shall interruption to water service be allowed to newals made on any section of the roadway, due to its being exist outside of working hours. Fire hydrants shall be kept opened to travel under instructions from the Engineer, accessible to the fire department at all times, and no mate- pending completion of the construction work, shall be per- rials shall be kept or stockpiled within 15 feet of any fire formed at the expense of the Contractor—except that when hydrant. it can definitely be determined that the damage was caused 1.07.14—Personal Liability of Public Officials: by equipment in the employ of the State, and engaged in the In carrying out any of the provisions of these specifications, control of snow and ice, in which case the Contractor will be , or in exercising any power or authority granted to them by reimbursed by the State. When the damage was caused by a or within the scope of the contract, there shall be no liability traffic accident, the Contractor may seek recovery from the gi rep- upon responsible person through means available to him. upon the Commissioner, En 'veer, or their authorized re p p g resentatives, either personally or as officials of the State, it 1.07.12—Contractor's Responsibility for Work: being understood that in all such matters they act solely as From the date stipulated in the "Notice to Proceed" and un- ;i agents and representatives of the State. til the Contractor is notified of the completion of the con- 1.07.15—No Waiver of Legal Rights: The Com- struction work, the work shall be under the charge and care '„ missioner reserves the right, should an error be discovered in of the Contractor; and he shall'take every necessary precau- ' against injury or damage to the same or an +. r� the estimate, or conclusive proofs'of defective work or ma- tion a g j ry g y part thereof terial used by or on the part of the Contractor be discovered, by the action of the elements or from any other cause what- either before or after the acceptance of a contract, or even ever, whether arising from the',execution or from the nonex- {' after the final payment has been made, to.claim and recover ecution of the work. The Contractor shall rebuild, repair, by process of law such sums as may be sufficient to correct restore and make good, at his own expense, all injuries or the error or make good the defects in the work and materials. damages to, or any impairment, of, any portion of the project ri { 1.07.16—Pollution Control: The Contractor shall occasioned by.any of the above causes before completion of conduct his operations in conformity with all permit the construction work, excepts provided in Article 1.07.11 r !' require- ments and the State Statutes and Regulations of the Depart- 1.07.13--Contractor's Responsibility For Utility ment of Environmental Protection and any other agency of Property. and Services: t points where the Contrac- the State and Federal Government, as well as ordinances en- tor's operations are adjacent tb properties of railway, tele- ? acted or adopted by local authorities concerning water, air, graph, telephone, power companies, and all other utilities, or noise pollution and the disposal of toxic or hazardous mate- are adjacent to other property, damage to which might result rials. in considerable expense, loss, or mconvenience, work shall not Pollution control measures shall apply to all contractor'ac- be commenced until all arrangements necessary for the pro- tection thereof have been made. tivities including but not limited to the construction site, waste and disposal areas, borrow and gravel banks, storage The Contractor shall cooperate with the owners of any un- �I areas, haul roads, access roads and detours. derground or overhead utility; lines in their removal and In case of the failure on the part of the Contractor to per- rearrangement operations in order that these operations may I form pollution control work in a timely manner, the Engi- progress in a reasonable manner, and that duplication of ;'; neer may, upon 48 hours' written notice, arrange for the rearrangement work may be reduced to a minimum, and that performance of the work by approved forces and the cost services rendered by those parties will not be unnecessarily A thereof will be deducted from any monies due or which may interrupted. + become due the Contractor under the contract. Areas of par- In the event of interruption to water or utility services as p� titular concern are: 48 111 " 49 1.07.17 1.07.18 (a) Water Pollution Control Measures — The Contractor a6: All trucks carrying materials susceptible to having pollu- shall exercise every reasonable precaution throughout the life i tants enter the ambient air are to be covered during transit. of the contract to prevent, control and abate siltation, sedi- mentation and pollution of all waters, underground water (c) Noise Pollution Control Measures — The Contractor systems, inland wetlands, and tidal, coastal or navigable { ' shall take measures to control the noise intensity to comply �! with the prescribed ratings as set forth by the regulations of waters of the State. The Connecticut Department of Trans- portation will obtain all permits required concerning inland the Department of Environmental Protection, the Occupa- wetlands, and tidal, coastal or navigable waters for work ap- 1, tional Safety and Health Administration and any other pearing on the plans. The Contractor shall obtain any per- <'' agency of the State or Federal government. mits and pay any fees required for work not included on the i (d) Erosion and Sedimentation Control Measures — The plans in the fulfillment of his contract concerning the re- s Contractor shall take measures to control erosion and sedi- moval of material, depositing of material in, obstruction of, i mentation resulting from all activities throughout the life of construction within, altering or polluting of any inland wet- the contract. No activities',will be allowed in regulated areas land, tidal wetland, coastal or navigable water, streams, (including clearing) prior 'Ito the issuance of a permit. The ponds, lakes, water supplies or other water bodies. installation, maintenance; or replacement of erosion and Construction operations in water areas shall be held to a sedimentation systems ordered by the Engineer shall pro- practicable minimum and shall be restricted to those areas teed within 48 hours notice to the Contractor. which must be entered for the planned construction and for 1.07.17—Unauthorized Use of Area(s) Within the temporary operations.pursuant thereto. The frequent ford- Project Limits Prohibited: The use of any area within ing of live streams shall be avoided by the construction and ;' the project limits for any '.purpose other than the construe- use of temporary bridges or culverts. Mechanized equipment tion of the project, without prior authorization of the Com- shall not be operated promiscuously in live streams. Roiling missioner, is prohibited. of waters shall be cause for the construction of diversion dikes Any request by the Contractor for authorization of such or settling basins to avoid sediment problems. special use must include details describing the proposed use. If the proposed special use!involves a lease and/or profit, the The banks and beds of waterways and impoundments shall Contracor must negotiate an equitable sharing of an be properly cleared of all debris, falsework and obstructions g q g y profits placed therein or caused by the construction operations, but with the State before suchluse can be authorized. which are not a part of the planned improvement. 1.07.18—Contaminated or Hazardous Material: If the Department of Transportation has defined a possible The dumping of oil or other deleterious materials on the area of contaminated or Hazardous material on the project ground is expressly forbidden. The Contractor shall provide and the defined contaminated or hazardous material has not a means of catching and retaining drained oil, removed oil been removed prior to thelstart of the project, the Contrac- filters, or other deleterious materials and of properly dispos- for shall notify the Engineer at least two weeks prior to the ing of same, subject to the approval of the Engineer. time he plans to work in '!the area of the contaminated or (b) Air Pollution Control Measures — The Contractor {I hazardous material. shall exercise every reasonable precaution throughout the life If the Contractor locates material that is believed to be of the contract to safeguard the air resources of the State by ul' contaminated or hazardous ion the project, which has not been controlling or abating air pollution as set forth by the De- previously located, he shall immediately cease work in the partment of Environmental Protection's regulations. These area and notify the Engineer. measures shall include the control and abatement of dust, 11 The Engineer will notiN the Oil and Chemical Spill Sec- fumes, mist, smoke, vapor, gas, aerosol, other particulate tion of Hazardous Material Management, Department of matter, odorous substances or any combination thereof aris- Environmental Protection for investigation and disposal rec- ing from the construction operations, hauling, storage or ommendations. No work shall be done in an area identified manufacture of materials. as having contaminated or hP7ardn„s material or enenPrt of 2.09.04 J. 2.10.02 In cut areas, the surface shall be uniformly compacted by �! use of equipment specifically manufactured for that pur- fore, will be paid for at the contract unit price per square pose. Rollers shall deliver a ground pressure of not less than ji yard for "Formation of Subgrade," which price shall include 300 pounds per linear inch of contact width and weigh not !'; all materials, equipment, tools and labor necessary thereto. less than 10 tons. Vibratory units shall have a static weight There shall be no specific payment for the work of scari- of not less than 4 tons. The amount of compactive effort shall P fying existing stone or gravel, roads as described in Article be as directed by the Engineer, but in no case shall be less 2.02.03, but the cost of such work shall be considered in- than four (4) complete passes of the compacting equipment iI cluded in the payment for they item providing for the forma- being used. tion of subgrade. The dry density after compaction shall be as specified in When no item for Formation of Subgrade„ appears in the Subarticle 2.02.03-6. proposal, the cost of this work shall be included in the con- Where more than one compacting unit is to be used, that I;! tract unit price for the pavement item or items involved. unit which exerts the larger compactive effort shall make the {{ Pay Item Pay Unit initial passes. Any portion of the subgrade not accessible to �I Formation of Subgrade S.Y. larger compacting units shall be compacted, as directed by the Engineer, to a degree equal to that obtained on the other fl SECTION 2.10 portions of the subgrade with equipment and by methods appropriate to the size of the inaccessible area. WATER POLLUTION CONTROL (SOIL EROSION) After compacting, the subgrade shall be true to required ,' 2.10.01—Description: ,This work shall consist of line and grade. There will be no direct payment for any ma- measures to control water pollution and soil erosion through terials required to bring the subgrade to the line, grade and i . the use of berms, dikes, dams, sediment basins, netting, cross-section shown on the plans. gravel, mulches, grasses, slope':, drains, ditches, channels, ri- The Contractor shall protect the completed subgrade from I prap, grading to control surface runoff and other erosion � I damage by exercising such precautions as the Engineer deems control devices or methods. necessary. The subgrade surface shall be maintained in such ! If the contractor proposes changes in construction or his condition as to permit proper drainage. It shall be checked scheduling which would affect, the designed pollution con- and approved by the Engineer prior to placing any pavement a trols, he shall submit plans before starting construction for structure and shoulders thereon. ; :i revised pollution controls for the approval of the engineer. 2.09.04—Method of Measurement: Payment lines ;I' At the request of the Engineer, the Contractor shall sub- for formation of subgrade shall be coincident with the out- mit a plan showing erosion and',sedimentation controls above side edges of the pavement or where paved shoulders are I and beyond those called for in the plans and/or specifica- constructed, with the outside edges of the shoulder. Payment tions, necessitated by the proposed sequence of operations for formation of subgrade will be allowed when such work is and/or construction activities: The construction shall not done in providing connections to public roads. Payment for proceed until the erosion and! sedimentation control plans formation of subgrade will not be allowed for work at private have been approved by the Engineer. The Engineer may or- drives, in areas where traffic bound gravel is constructed or der additional control measures if the measures mentioned in areas where existing pavement is used as a base for resur- i it above prove insufficient. facing with bituminous concrete. 2.10.02—Materials: The materials shall consist of The area computed for payment shall not include the area items conforming to the pertinent articles of the Standard of any bridge floor where the type of construction is such as i Specifications and approved by the Engineer, or other items to eliminate any necessity for the work described herein. ' approved by the Engineer, such as: 2.09.05—Basis of Payment: Formation and protec- (a) Soil tackifiers, netting, burlap, and plastic sheets. All tion of subgrade, including all work provided for hereinbe- materials shall be clean and free from noxious weeds, contaminants. and debris dPleterinug to nlan+ arnxvtli 2.10.03 2.10.05 (b) Slope drains or ditches may be constructed of pipe, ' 2.10.04—Method of!Measurement• Measurement rubble, riprap, sod, burlap, plastic sheets, portland ce for payment of work and ;materials involved with the con- ment concerete, bituminous concrete, or other mate- struction, application and installation -of water pollution rial approved by the Engineer. controls will be as provided' for under the applicable contract (c) Seeding shall conform to Sections 9.50 and M.13. 21 items. 2.10.03—Construction Method: The Engineer has Temporary slope protection will be measured for payment the authority to control the surface area of earth material j{ by the number of square yards of slope protected in accord- exposed by construction operations and to direct the Con- ance with this specification, and as directed by the Engineer. tractor to immediately provide permanent or temporary pol- ? ;, When no applicable contract item appears in the proposal lution control measured to prevent contamination of adjacent !; such work and materials shall be measured for payment as streams, watercourses, lakes, ponds or other areas of water i'r provided for under Article 1.09.04—Extra and Cost-Plus impoundment. Every effort shall be made by the Contractor #) Work. to prevent erosion on the site and abutting property. The sum of money shown on the estimate and in the item- All slopes shall be stabilized by mulching, seeding or oth- ized proposal as "Estimated Cost" for this work will be con- erwise protected as the work progresses to comply with the sidered the price bid even though payment will be made only for actual work performed. The estimated cost figure intent of this specification. ,, P is not to be altered in any manner by the bidder. Should the bidder All temporary seeding shall include mulch or other protec- + : alterthe h e amount sown, the altered figures will be disre- tive covering approved by the Engineer. garded and the original price will be used to determine the When hay is used as a mulch with temporary seeding, it total amount bid for the contract. shall be a minimum of two inches deep and held down with 2.10.05—Basis of Payment: Work will be paid for a tackifier. �', i, under the applicable contract items. When there is no appli- All damaged slopes shall be repaired as soon as possible. cable contract item, the work will be paid as Extra and Cost- The Engineer shall limit the surface area of earth material #(' Plus Work. exposed if the Contractor fails to sufficiently protect the i; Temporary control measures that are made necessary by slopes to prevent pollution. the Contractor's negligence, carelessness, failure to install The Contractor shall at all times have on hand the neces- 1; permanent controls as a part of the work as scheduled and 11, sary materials and equipment to provide for early slope sta- I are ordered by the Engineer, or are made necessary by the bilization and corrective measures to damaged slopes. k'; Contractor's failure to perform the sequence and scheduling Temporary channels, ditches and outfalls shall be pro- of work as part of his schedule as given in the Preconstruc- tected prior to directing water into them to prevent erosion. tion Conference or as latermended and approved, shall be ordered by the Engineer to'be accomplished and performed The erosion control features installed by the Contractor by the Contractor at his own expense. shall be maintained by the Contractor, and he shall remove h,; On areas off the right-of-wa that are selected b the Con- such installations if ordered by the Engineer. � tractor and.which include but are not necessarily limited to I' The Contractor shall operate all equipment and perform Ii!. borrow pits (other than commercially operated sources), all construction operations so as to minimize pollution. The of his operations which will in- Contractors haul roads, disposal areas, storage, mainte- Contractor shall cease any P nance, batching areas, etc., temporary control work shall be crease pollution during rain storms. the responsibility of the Contractor and shall be performed The Contractor shall give the Engineer sufficient notice of by him at his expense in a!manner approved by the Engi- impending shutdowns to enable the Engineer and Contrac- u;` neer. No direct payment will be made for this work; the cost for to examine the project and to implement erosion and pol- is to be included in other times of the contract. Temporary lution control work. control work on the aforesaid areas which are specifically 3i �i 2.13.01 2.12.01 Correction for particles retained on the 3/a-inch sieve shall designated for contractural operations b the State shall be i?'. gn p y �' be as specified in AASHTQ T-224. paid for under the provisions of this specification. Exception to the use of compacting equipment will be al- Temporary slope protection will be paid for at the con- ! lowed where subbase is made of gravel and used in conjunc- tion with a traffic bound gravel surface in which case the work tract unit price per square yard for "Temporary Slope Pro- ;�, tection", which price shall include the installation and shall be in accordance with'Article 4.13.03. removal, where necessary, of the protective material and all Should the foundation material beneath the subbase be- equipment, materials, tools and labor incidental thereto. j come churned up and mixed with subbase material at any Pay Item Pay Unit ,° time, the Contractor shall, without additional compensation, Water Pollution Control Estimated Cost remove the mixture and replace it with new subbase material i" to the required thickness shown on the plans or as previously Temporary Slope Protection S.Y. q p p y required by the Engineer. Such replaced subbase material SECTION 2.12 shall be compacted to the required minimum density. SUBBASE 2.12.04—Method of Measurement: Subbase will be �^ measured horizontally in place after final grading and com- 2.12.01—Description: The subbase shall consist of a paction. The thickness will!be as indicated on the plans, or clean soil-aggregate mixture of bank or crushed gravel, as ordered by the Engineer, and within the following toler- crusher run stone or any combinations thereof, placed where shown on the plans or where directed by the Engineer and antes: constructed in accordance with these specifications. Less than 24 inches: ;minus 1 inch to plus 3/4 inch 2.12.02—Materials: All materials for this work shall I 24 inches and greaten, minus 2 inches to plus 1 inch conform to the requirements of Articles M.02.02 and M.02.06. i` Measurements to determine the thickness will be made by Grading "B" shall be used. the Engineer at intervals of',500 feet, or less, along lanes and 2.12.03—Construction Methods: The prepared NII shall be considered as representative of the lane. For pur- foundation for the subbase shall be carefully shaped to the poses of these measurements, a shoulder will be considered required cross-section and compacted as specified in Article 1! a lane. 2.02.03. Where underdrains and outlets are specified on the I; If deficient thicknesses are found, the Engineer will make plans or ordered by the Engineer, they shall be in place and such additional measurements as he considers necessary to determine the longitudinal limits of the deficiency. Areas not functioning before any subbase material is placed. The subbase material shall be spread uniformly upon the within allowable tolerances shall be corrected, as ordered by required grade, in courses not to exceed 6 inches in thickness ;I'i the Engineer, without additional compensation to the Con- after final compaction. However, if the required thickness of tractor. subbase does not exceed 8 inches, it may be placed in one 2.12.05—Basis of Payment: This work will be paid at the contract unit price per cubic yard for "Subbase," which course. price shall include all materials, equipment, tools and labor After each course has been placed as specified above, its }" incidental thereto. entire area shall be compacted with equipment specifically manufactured for that purpose. The sole use of hauling and Pay Item Pay Unit fl,,, spreading equipment shall not be considered as a substitute Subbase C.Y. for compacting equipment. Com action shall be continued �!i p gP SECTION 2.13 until the entire course is uniformly compacted to the re- i, quired minimum density. The dry density after compaction f'` GRAVEL FILL shall not be less than 95 percent of the dry density for that f 2.13.01—Description: This material shall be used as subbase material when tested in accordance with AASHTO I a foundation for structures,' to replace unstable material in T-180. Method D. �, i ° r i 9.30.02 r: 9.40.03 on the plans or as ordered and in accordance with these spec- ifications. � dusing materials from paved surfaces for the purposed of al- f;' 9.39.02— Materials: Aluminum sign blanks shall laying dust conditions. conform to the requirements of Article M.18.13. �,' 9.39.03— Construction Methods: The contractor shall have available and maintain in an operable condition Reflective sheeting shall conform to the requirements of N equipment capable of efficiently sweeping up earth and/or Article M.18.09. other materials from paved surfaces. This equipment shall a include suitable provisions for the application of water ahead Silk screening shall conform to the requirements specified '',' of the sweeping brooms to prevent dusting, for the pickup, by the reflective sheeting manufacturer. internal storage and removal of sweepings, and for the clean- Steel posts shall conform to the requirements of Article ing of areas of heavy accumulation beyond the capacity of M.18.14. the sweeper. Sign mounting bolts and nuts shall conform to the require- The sweeping operations shall be under the control of the ments of Article M.18.15. Engineer at all times. Sweeping shall take place at locations 9.30.03— Construction Methods: Object marker and times directed by the Engineer. The disposal of all posts shall be erected to the elevation and at locations shown sweepings shall meet with the approval of the Engineer. on the plans. They shall be set vertically, facing the direction 9.39.04— Method of Measurement: Sweeping noted on the plans or as directed by the Engineer. j will be measured for payment by the number of hours of ac- Posts shall be driven by approved methods and equipment tual sweeping activity by the pickup sweeper or other mech- that will provide the posts in their final position, free from anized equipment necessary for the removal of earth or dust any distortion and burring or any other damage. The panel producing materials from paved surfaces as directed by the shall be attached after the posts are driven. Engineer and/or in the Contract. The black legend shall be applied by either the silk screen t Furnishing of the pickup sweeper will be at the contract process or by the application of pressure sensitive opaque lump sum price for sweeper. film. 9.39.05— Basis of Payment: Sweeping will be paid 9.30.04= Method of Measurement: The number for at the contract unit price per hour for "Sweeping For Dust Control", which price shall include all equipment, water, of object markers to be included for payment shall be the tools, labor and work incidental thereto. number of each type of object markers installed and ac- cepted. Furnishing of the pickup sweeper shall be paid for at the 9.30.05 Basis of Payment: This work will be paid contract lump sum price for "Furnishing Sweeper", which for at the contract unit price for each type of "Object ` price shall include all equipment, materials, tools, labor and Marker," complete in place, which price shall include all �' work incidental to the furnishing and maintenance of the panels, posts, hardware, materials, equipment, tools and la- pickup sweeper for the life'of the contract. bor incidental thereto. ` Pay Item Pay Unit Pay Item Pay Unit Furnishing Sweeper L.S. Object Marker (Type) EA Sweeping for Dust Control'; Hr. SECTION 9.40 SECTION 9.39 FURNISHING WATER EQUIPMENT SWEEPING FOR DUST CONTROL 9.40.01—Description: This item shall consist of fur- 9.39.01— Description: This item shall consist of �� nishin equipment forpumping, supplyingand distributing furnishing a pickup sweeper and accessory equipment and g g utilizin it for the removal of earth and/or other dust water to be used for dust control within the contract limits. g pro- 0 4 n 13, .. r r��.,.,.:, TT.}t,.,.7c• m� r r+, ,�+ . ff t� 9.40.05 9.42.05 shall have available and maintain in an operable condition be measured for payment as units. Every location at which a at all times sufficient equipment for the purpose of applying k'' service bride is constructed will be considered a unit. Should p � �; g water for dust control. This equipment shall include, if found the Engineer order more than one service bridge constructed necessary, pumps, pipelines, meters, hose, distributors and dry'; at one location in order to'provide for a wider crossing, each all other equipment, that may be needed. ', ,! bridge shall be considered',as one separate unit. 9.40.05—Basis of Payment: This work will be paid 9.41.05—Basis of Payment: This work will be paid for at the contract lump sum price for "Furnishing Water for at the contract unit price each for "Service Bridge," com- Equipment," which price shall include all materials, tools, plete in place, which price shall include all material, tools, equipment, labor and work incidental thereto, including equipment and labor incidental thereto; also all necessary erecting, relocating, re-erecting and dismantling the entire approach work, maintenance of structure and approaches water equipment system. while in use, and the final;removal off the structure and ap- Pay Item Pay Unit i proaches, and cleaning upthe site when no longer required. Furnishing Water Equipment L.S. k Pay Item Pay Unit iw SECTION 9.41 yip Service Bridge EA. SERVICE BRIDGES s F SECTION 9.42 9.41.01—Description: This item shall consist of the construction, placing and removal of service bridges con- 1 CALCIUM CHLORIDE FOR DUST CONTROL structed in accordance with these specifications and erected where indicated or directed. The purpose of these bridges is C�', 9.42.01—Description: This item shall consist of fur- to permit traffic to cross over open trenches or newly con- 1 nishing calcium chloride a,nd spreading it on the subgrade or structed sections of concrete pavement or concrete base ,f in other areas of a project under construction, for the pur- course without injury to the concrete. pose of allaying dust conditions. 9.41.02—Materials: The timber for these bridges r ;f g,42.02—Materials: Calcium chloride shall conform shall be sound, durable material, capable of carrying safely -; to the requirements of AASHTO M 144, except that the pel- the required loads and shall be of the dimensions shown on let form and the flake form shall be equally acceptable. the plans. All fittings, nails, etc., shall be in accordance with standard commercial specifications and shall be approved by j! 9.42.03—Construction Methods: Calcium chloride the Engineer. shall be applied only at the locations, at such times and in 9.41.03—Construction Methods: These service the amount as may be directed by the Engineer. It shall be in such manner and by such devices that uniform dis- bridges shall be built in accordance with the requirements of spread the plan. They shall be connected by suitable approaches, tribution is attained over' the entire area on which it is or- p dered laced. built of material that can be maintained in a reasonably al p smooth and usuable condition at all times. The Contractor 9.42.04—Method of Measurement: Weights as shall maintain the service bridges and approaches by renew- i marked on the shipping 'containers shall be used; or if di- ing and repairing any places which may have become worn li rected by the Engineer, scales shall be furnished by and at or damaged, and he shall keep the whole at all times in a the expense of the Contractor, and the calcium chloride i;. suitable condition for the use of traffic until no longer re- weighed in a manner satisfactory to the Engineer. quired. Upon orders from the Engineer, the Contractor shall remove the service bridges and approaches and leave the site 9.42.05—Basis of Payment: Payment for this work in a neat and presentable condition to the satisfaction of the �!I will be made at the contract unit price per ton for "Calcium Engineer. ai Chloride for Dust Control'," which price shall include all ma- 0 A 1 _n.i V-m-thorl of MP;vctiremPnt- Thi-, work xvill tarial. Pnilinment tool-,. lnhor and work incidental thereto. G t 9 9.45.01 .43.01 plans or where directed by the Engineer. The topsoil shall be Pay Item Pay Unit ! placed to the depth stated in the contract. Calcium Chloride for Dust Control TON !` 9.44.02—Material: The material shall conform to the SECTION 9.43 j!, requirements of Subarticle ',M.13.01-1. 9.44.03—Construction Methods: The areas on WATER FOR DUST CONTROL which topsoil is to be placers shall be graded to a reasonably 9.43.01—Description: This item shall consist of fur- true surface. Topsoil shall then be spread and shaped to the nishin water, and applying it for the purpose of allaying dust �` g � p rp yi g � lines .and grades shown on'1 the plans, or as directed by the conditions. P Engineer. The depth stated in the contract to which the top- soil9.43.03—Construction Methods: The application is to be placed is that required after settlement of the of water shall be under the control of the Engineer at all ',' material has taken place. All stones, roots, debris, sod, weeds times. It shall be applied only at locations at such times, and and other undesirable material shall be removed. After shap- in the amount as may be directed by the Engineer. Quan- ing and grading, all trucks and other equipment shall be ex- tities of water wasted or applied without authorization will cluded from the topsoiled area to prevent excessive not be paid for. compaction. The Contractor shall perform such work as re- quired to provide a friable ,surface for seed germination and Watering equipment shall consist of pipelines, tanks, plant growth prior.to seeding. tanktrucks or other devices, approved by the Engineer, which '''' During haulm and spreading operations, the Contractor are capable of applying a uniform spread of water over the g g p g p > surface. A suitable device for a positive shut-off and for reg- shall immediately remove any material dumped or spilled on ulating the flow of water shall be located so as to permit po- the.shoulders or pavement. sitive operator control. '`„ It shall be the Contractor's responsibility to restore to the 9.43.04—Method of Measurement: This work will a line, grade and surface all ',eroded areas with approved ma- be measured for payment by the number of M gallons (1000 terial and to keep topsoiled'Iareas in acceptable condition un- gallons). The water will be measured in tanks or tanktrucks ! til the completion of the construction work. of predetermined capacity, or by means of satisfactorily in- s 9.44.04—Method of Measurement: This work will stalled meters. Any and all measuring devices shall be fur- be measured for payment by the number of square yards of nished by the Contractor. ? area on which the placing of topsoil has been completed and j 9.43.05—Basis of Payment: This work will be paid the work accepted. for at the contract unit price per "M" gallons for "Water for A' 9.44.05—Basis of Payment: Payment for this work Dust Control," which price shall include all water, labor and will be made as follows: tools required to measure the water applied to surfaces des- i' 1 —Furnishing and Placing Topsoil: This work will ignated by the Engineer and at the times specified. i; be paid for at the contract unit price per square yard for Payment for furnishing equipment required for pumping, "Furnishing and Placing Topsoil" which price shall include supplying and distributing water will be made in accordance all materials, equipment, tools, labor and work incidental with Section 9.40. thereto. Pay Item Pay Unit '. Pay Item Pay Unit Water for Dust Control M. GAL. Furnishing and Placing Topsoil S.Y. SECTION 9.44 SECTION 9.45 WILDFLOWERS ESTABLISHMENT TOPSOIL 9.44.01—Description: This work shall consist of fur- 9.45.01—Description: The work included in this nisbina.__placing and sbanine topsoil in areas shown on the item shall consist of providing an accepted stand of estab- Item # 204151A - HANDLING WATER Description: Work under this item shall consist of the construction of such cofferdams, flow diversions, barriers or other such protective facilities and methods as are necessary for the conduction of water beyond the limits of construction; the unwatering of the site on which the permanent structure is to be constructed;_ and-_the remo_v.al_of._all-such-_temporary structures_-and-_faciliti:es____ _ upon the completion of the permanent work or as required. For the purposes of this specification, such work shall be understood to mean any temporary type of protective facility which the Contractor elects to build or use to satisfy, and which does satisfy, the condition that the permanent structures be placed and built in the dry. The handling of flood flows and the protection of existing structures, and any or all of the finished construction during high water, are included in the scope of the work under this item. Construction Methods: The Contractor shall investigate and verify existing stream conditions, and evaluate the need for, and the type of protection and facilities required. Before commencing construction, the Contractor shall furnish the Engineer with details of the plan and methods he proposes to use for handling water and accomplishing the work. The furnishing of such plans and methods shall not relieve the Contractor of any of his responsibility for the safety of the work and for the successful completion of the project. The height of any cofferdams, flow diversions and barriers shall be elected by the Contractor to provide reasonable protection from flooding. All such temporary structures or facilities shall be safely designed, extended to sufficient depth and be of such dimensions and water-tightness so as to assure construction of the permanent work in the dry. They shall not interfere with proper performance of the work. Their construction shall be such as to permit excavation for the permanent work to the limits shown on the plans. Interior dimensions shall give sufficient clearance for construction and inspection of forms. Movements or failures of the temporary protection facilities, or any portions thereof, which prevent proper completion of the permanent work shall be corrected at the sole expense of the contractor. Any pumping from within the areas of construction shall be done in such a manner as to prevent the possibility of movement of water through any fresh concrete. No pumping will be permitted during placing of concrete or for a period of 24 hours thereafter, unless it be pumped from a suitable sump properly located and with sufficient pumping capacity to protect against damage from sudden rising of water. Unless otherwise provided, or directed, all such temporary protective work shall be removed and disposed of in an approved manner when no longer required. 132-100 ITEM # 204151A jh2/867 } The Contractor shall be responsible for the scheduling of work under this item so as not to interfere with any sequence of operations developed for this project. Delays as a result of work required under this item shall not constitute a claim for an extension of contract time. Methods of Measurement: This item, being paid on a lump sum basis, will not be measured for payment. Basis of Payment: Payment for this item will be made at the contract lump sum price for "Handling Water", complete and accepted, which price shall include all tools, material, equipment, labor and work incidental to the construction; reconstruction; if required; unwatering, including pumping, handling of the stream flow during construction; the removal and disposal of all protective works or facilities; disposal of water removed from the construction; damages incurred by the Contractor; and any damages to existing facilities and to the work in progress, materials or equipment .from flows or high stages of the stream. 132-100 ITEM # 204151A jh2/867 TO: Mike Gantick MEMORANDUM FROM: Gary Fontanella JUL 15 is DATE: 7/15/91 South Windsor INLAND WETLANDS AGENCY1, RE: IWA/CC Meeting of 7/8/91 CONSERVATION COMMISSION Application #91-24W Buckland_Road Reconstruction The following is a list of documents which have been generated regarding State Project No. 132-100 (Reconstruction of Buckland Road) . 1. Preliminary Engineering Report (December, 1988) (132-100) . 2. Preliminary Engineering Technical Appendices (December, 1988) (132-100 & 132-102) . 3. Federal Environmental Assessment/Connecticut Finding of No Significant Impact - Reconstruction/Relocation of Buckland Road and CT Routes 30, 74 & 194 - State Project Nos. 132-100 & 132-102. 4. Preliminary Design Report (October, 1989) (132-100). 5. Response to ConnDOT Preliminary Design Review Comments (January, 1990) (132-100) . 6. Public Hearing Transcript, Proposed Plan for the Reconstruction of Buckland Road and the intersections of Routes 30, 194 and Buckland Road and the Relocation of Route 74, State Project Nos. 132-100, 132-102, 132-111 & 132-112 (February 21, 1990). 7. Response to ConnDOT Review Comments for Hydraulic Submission of Buckland Road over Plum Gully Brook (September, 1990) (132-100) . 8. Semi-Final Design Submission, Design Computations (January, 1991) (132-100). 9. Semi-Final Design Submission, Special Provisions (January, 1991) (132-100). 10. Semi-Final Design Submission, Quantities and Proposal Estimate (January, 1991) (132-100). 11. Response to Semi-Final Design Review-Comments (May, 1991) (132-100). 12. Final Drainage Design Submission (January, 1991/Revised May, 1991)(132-100). 13. Final Design Submission, Design Computations (May, 1991) (132-100). jh2/1045 14. Final Design Submission, Special Provisions (May, 1991) (132-100). 15. Final Design Submission, Quantities and Proposal Estimate (May, 1991) (132-100). 16. Response to Final Design Review Comments (May, 1991) (132-100) . 17. Roadway Soils and Rock Report (132-100). ________ l8_.___Hydrologic/Hy_draulic .Anallysis_._Plum GuIly_Brook (_Buckland_Road� 19. Hydrologic/Hydraulic Analysis Plum Gully Brook (Oakland Road). 20. Hydrologic/Hydraulic Analysis Plum Gully Brook (Ellington Road). 21. Hydrologic/Hydraulic Analysis Plum Gully Brook (Relocated Ellington Road) . 22. ACOE Permit (Nationwide) Acceptance Documentation. 23. FONSI Acceptance Documentation. 24. Floodplain Management Certification Documentation. 25. Construction Drawings (135 Sheets). 26. Property Maps showing right-of-way involvement (32 sheets) . 27. State of Connecticut, Department of Transportation, Standard Specifications for Roads, Bridges and incidental construction, Form 814, 1988. 28. Written Application #91-24W. The following additional information responds to comments made at the IWA/CC meeting of 7/8/91 and will be available for review prior to the public hearing: 1. Response to IWA/CC Comments Meeting of 7/8/91, Application #91-24W. 2. Certification Letter from Soil Scientist. 3. Appropriate Plans and other contract documents which will be revised prior to the Public Hearing. jh2/1045 Z J 11 C •�' 6AYSTATE ENVIRONMENTAL July 15, 1991 CONSULTANTS Mr. James Low __�C�CltiStS_.. ---.Keyes Associates, Inc. 55 -Town -Lime -Road - - Engineers Wethersfield, CT 06109 Planners Re: Wetlands Delineation on Buckland Road, South Windsor, CT BEC File No. 85-0904 Dear Jim: - As per our conversation, this letter is to• confirm that the wetlands identified on the above referenced project (State Project No. 132-100) were delineated by a qualified soils scientist. Mr. Robert Lucas, formerly employed by our firm, performed this work in the 1988 to 1989 period. Mr. Lucas is listed with the Society of Soil Scientists of Southern New England. Very truly yours, BEC, INC. pax-71 G ��' Paul G. Davis, Ph.D. Associate PGD/sh 296 North Main Street East Longmeadow,MA 01028 (413) 525-3822 M Equal OppodOnlly Employer 1 RESPONSE TO IWA/CC COMMENTS MEETING OF 7/8/91 APPLICATION #91-24W RECONSTRUCTION OF BUCKLAND ROAD SOUTH WINASOR/MANCHESTER, CONNECTICUT STATE PROJECT NO. 1.32-100 JULY, 1991 PREPARED FOR THE IWA/CC AND THE THE 'DOWN OF SOUTH WINDSOR BY KEYnS ASSOCIATES ARCHITECTS/ENGINEERS/PLANNERS 55 TOWN LINE ROAD WETHERSPIELD, CONNNECTICUT 06109 mh2/1062 I in C3 2032574882 PAGE . 002 Vfr iV• aia vv vs —_ —• o RESPONSE TO IWA/CC COMMENTS MEETING OF 7/8/91 APPLICATION #91-24W This document presents responses to comments made at the IWA/CC meeting of 7/8/91 with regard to Application #91-24W relating to the Reconstruction of Buckland Road in South Windsor and Manchester, Connecticut. The responses address two major items; 1) Memorandum from J, McCahill to E. Warren dated 6/27/91, which was discussed at the IWA/CC meeting, and 2) additional comments made by TWA/CC members and the public at the meeting of 7/8/91. The following responses relate to the correspondingly numbered review comments. Memorandum from J. McCa.h:ill to E. Marren dated 6/27/91 (See pages 4-6): Review Comment Response I. No additional comments were made in regards to the "Response to Semi-Final Design Review Comments" previously submitted. 2. No response required. 3. Wetland delineation was performed in the summer of 1988 by Robert Lucas, a soil. scientist with the firm of Baystate Environmental Consultants. Mr. Lucas, delineated the wetlands based upon field review of the - r '• project area. The wetland limits asjf _c • shown reflect both state and federal f definitions. That is, the state and federal limits are coincident in the �1 areas where wetlands are altered. A letter from the soil scientist ;rf certifying the wetland• dlineation . . J methodology will be provided. 4. The standard specifications for this project will, be the CDOT Standard Specifications for Roads, Bridges and Incidental Construction, Form 814, 1988 and any supplemental specification., and special provisions. Three methods as noted below will be 1 mh2/1062 , pJ ❑. pn 2032574882 PAGE . 003 . i n Reviev Comment - Response used for dust control with bid items for each one included as part of the contract proposal. 1. Sweeping for Dust Control 2. Water for Dust Control 3. Calcium Chloride for Dust Control If directed by the IWA/CC, the use of Calcium Cl,oride will be restricted. For a technical description of these items see Sections 9.39, 9.40, 9.42 and 9.43 of the Standard. Specifications. • The siltation fence detail will be modified to represent a standard detail for general installations. 6. The plans will be revised to reflect the Town's definition of "clean fill" and use thereof in regulated areas. 7. The regulated areas as noted in the Town's regulations will be shown on the plans. 8. Two contract bid items as noted below are to be used for temporary stabilization: Water Pollution Control`, c.� 2. Temporary Slope Protection r For a technical description of these items] Section 2.10 of the � , S t' Standard Spec!ficationsi,P<u,,-aes rf w 9. the Special Provision, "Handling Co Wa er or a techna""cal desd ption of this ract bid item. 10a. Will incorporate. t f 30b. 'See Item $ ahove:� �.. ��s 10c. Will incorporate. 1A-8 . These are the same comments that are responded to in items 3-10 above. 2 mb2/1062 TIII 19 : qi REPO 2032574882 PAGE . 004 07/15/91 09:32 WZUt ZO"to" i Comments Made at IVA/CC Meeting of 7/8/91 (See page 7) Review Comment Response 1. ✓ Certification letter will be provided. 2. Table II7-5 of the FONSI has been revised to reflect final acreages altered (Sep attached page following page 7) . 3. Information on differential discharges as a result of increased pavement width is as follows: Prop. Design Diff. Location Discharge Increase Site No. 1 108 cfs 2 cfs Site No. 2 NA NA Site No. 3 21 cfs 0.3 cfs Site No. 4 13 cfs 0.6 cfs Site No. 5 NA NA Site No. 6 345 cfs 0.9 cfs 4. 'I "Final, Drainage Design Submission", January, 1991/Revised May, 1991 for 132-100x Ad�Mss&14 -#t-,:s C0^-J . 5, '.SiLr "Hydrologic/Hydraulic Analysis, Alum Cully Brook (Buckland Road)". Low flow channel is provided at this crossing. 3 mh2/1062 r _. 2032574882 PAGE . 005 C/f/li,l�V1 VV•vV yrrvvr..v. �� �„_ u JOHN E. MCCAHILL TO EI,IZABETH A. WARREN LETTER DATED .TUNE 27, 1991 mh2/1062 �. � 2032574882 PAGE . 006 Vol A-, C `c. 2Sa0 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 rr,c8+' AREA CODE 203/SA4.25u June 27, 1991 TO- Elizabeth A., Warren, ChaLzma:, IWA/CC FRO i John E. McCahill, Zoning/Wetlands Enforcement Officer REM. Application #91-24;i, Town of South Windsor, Buckland Read Reconstruction DOCUMENTS REVIEWED: Application Form, CT D.O.T. Plans for Reconstruction of Fuckland Road (State Project No. 132 -100) , and various supplemental reports . COM-MENTS 1 . The preliminary plans for this project were reviewed by 'Town Staff prior to this submittal. Attached are comments by Jerry lazzetta (dated 2/8f91 ) , comments by John E. McCahill (dated 2/14/91 ) , and an extract taken from "Response to' Semi-Final Design Review Comments" , State Project No. 132-100, .may, 11991 as prepared by {eyes Associates . The i.temizod responses in the extract substantially address the previous comments , These should be clarified for the betofit of the Agency during the presentation of this application. The following additional comments should also be addres sed. 2 . The Town of Manchester has been notified of this pending application in accordance with Public Act 87-307 . 3 . The wetl.aad iimlt s as shown are based on field investigations , The plans should indicate that these are a result of flagging by a Soil SQientist(s) . Additional information should also be provided to indicate who did the field work and clarify the f indi.ngs . 4 . The plans do not appear. to specifically indicate methods for dust c:ontrol. . This should be addressed and noted on the Plans. a . The siltation fence detail shown on S. & 4.C. 11 of. 11 is for iristallati.on in a watercourse. A standard detail for general installation should also be included on the plans . 4 r rs•ae Elizabeth A. WArren Pace TWO Application #97.-24W June 27 1891 8 • The definition of clean fill, as stated in sect)on 2. 1(x) of the Regulations, should be included on the plans . It should be noted on the plans that only 'clean till" will, be used in any of the regulated areas .. 7 . Tha regulated areas (40 feet from bcundAzies of wetlands akxd 80 feet from h0a4ldaries from watercour$eg ) as stated in section 2 .1(n) of the Regulations should be shown on the plans . 8 , The Sequence of Con.struction on S. & E.C. 1 of 11 does not adequately address temporary stabilization. This should include temporary seeding as well, as provisions for temporary Stabilization out of the normal growing season. 9 . The plans, in a number of places; refer. to "use QL temporary Pumping operations or diversion system as requi-red In those areas where temporary pumping operations or diversions will likely be required a proposed method for handling the water should be shown on the plans. 10. Note #5, on S. & B.G. I of 11, refers to "Best Management Practices for the Protection of the Environment . " ai General comment #2 of this document .5hOuld be modifted to state, "No equipment, materials, or machinery shall be stored, cleaned, repaired, or refueled within forty (40) feet of any Wetland or eighty ( 80) feet of any watercourse . ,, bt General comment #12 references the "Standard Specification Form. " This should refer to "Connecticut Guidelines for Sdi,l Erosion and Sediment Control. " It indicates seeding will be done but should also provide ,for temporary Stabilization methods out of the normal growing season. General Comment #14 should be modified to state, "No application of herbicides or pesticides within forty (40) feet of any wetlands or eighty (80) feet; of any watercourse will be tolerated. " IF ,fi PPPOVAL IS CONS I DMED SDGGESTED nFP90M CdNDY ZC3NS ZN Lt7DE s zpr+ The final plans shall indicate that wetland limits are a result of flagging by a Soil Sc.ientist(a) . or0o��A000 oor_G MMO Elizabeth A. Warren Appl.icatis�n #91-24W Fa a Three Jung 27 I?91 2$ The final plans shall indicate specific methods '`wr dust use 3C. A detail shall be included on the final plans fo.. installation of siltation fence. the typical 4 The deflnition of clean fill, as stated in sect , 2 . the Regulations, shall be included on the 1 (x) of shall be noted that only "clean fill" is to be ;Tans . It regulated areas. uc�d in the 5G7 S The feeg bulatedareas (40 feet from boundaries of Wetland a_, ies a. watercourses) as at,st� sand 2 . 1(n) of the Regulations shall be shown can the ,i in section 6 . final plans. The "Sequence of CanstrMctioW' �' -on s. & F.C. 1 0 1 shell include temporary seeding as well a$ proviszcns stabilization cut of the normal growing season. ' ter temporary 7(a In those areas where temporary pumping operation,.; diversions will likely be required a proposed me^ lor handy ng the water shall be shown on the f.l.na l 8 The document, "Best Management Practices for the the Environment" sh811 be modified as follows : Protection of General comment #2 of this dacul-nent shall be mod; fi©d to state, "Na equipment, materials, or mtichinery sl-,ail be stored, cleaned, reeigbty, or refueled within forty ( 40 ) feet of any wetland or eighty (8 ) feet of any watercourse, ' General comment #12 references the standard SCa�" fication Form. This shall also re€er to "Connecticut Soil Erosion and Sediment Control . " It indicat .�"el,ines for be done but. shall also provide for ter crd seeding will methods out of the normal growing season, ry sta"'ilization General Carmen. #14 shall be modified to state, `No application of herbicides car pesticides within Of any wetlands at eighty (80) feet: of any wate:�,taurs(40) feet tolerated . " VIA aVr va VV•✓✓ Y---------- .. l]LIIL.lN IlNMV1AAnlL - .:-.... ... COMMENTS MADR AT IWA/CC MEETING OF 7/8/91 nih2/1062 A � O COMMENTS MAD1t AT IVA/CC MEETING OP 7/8/91 The IWA/CC requested that the following comments be responded to: � . Provide letter which certifies that the wetlands were delineated by a Soil Scientist. 2. Revise Table I11-5 of FONSI to reflect final. wetland alterations. 3. Provide information documenting differential in design discharges at each site due to increased pavement width. 4. Question regarding proposed culvert crossing at Site No 1 relating to Justification of replacement of twin 48" pipe with twin 3611 pipe. 5• Questions regarding proposed culvert crossing at Site No. 6 relating to justification of additional 16, x 6' structure to supplement existing 16' x 5' structure and request that low flow channel be provided. Additional responses to any other: specific questions will be made following written receipt of same from IWA/CC. mh2/1p62 7 __ 15M OOC-IAOOIJ On!_C nI 1 arv�i.. 1tt1b l.QL1C ���. ' taken from Federal Environmental AssessmentlConnecticut Finding t Impact can Reconstruction/ReTocation of Buckland Road and Connecticut Routes 3�, 74 & 194, State of NO Signifi lifiProj an No. 132-100 & 132-102" , has been revised to reflect final acreages altered as requested by the I4fA CC f a c 0 TABLE III-5 i WETLAND AREAS ON DUCKLAUU ROAD, ROUTES 30, 74, 194 PROJECT R { r C C { C A uraximate Acreage Impacted State Project State Project 132-100 132-102/111 c Dominant Buckland Five Corners r Wetland Area Wetland Type Reconstruction Reconstruction i c f I. North of Oakland Road Deciduous Forested Wetland -- 0.29 (Plum Gully Brook & tributary) 2. Oakland Read to Deming Street Deciduous Forested Wetland( (Pluv Gully Brook) het Meadow 0.19 (Site No. 6) rs 3. South of Deming Street Dec(duous Forested Wetland 0.2� i East & West of Ruck.land :load (minus wetland area 5) i (Site Nos. 1,2,3 & 5) 4. EllingtonlRoad, Site Wet Open Area i of Future Town Shopping Center (Recently cleared Forest) 5. South—west Corner of Deming Farmland (eornfield)j � and Buckland Roads Shrub Wetland Swale G.05 -- a (Cornfield) (Site No- 4) a Total Wetland Impacted a 0.48 0_29 a a a i * This wetland will receive total prior impact by construction of the Town Shopping Center. a a r ------- ---- v MEMORANDUM TO: Mike Gantick FROM: Gary Fontanel,la , DATE; 7115191 RE: IWA/CC Meeting of 7/8/91 Application #91-24W Buckland Road Reconstruction Ire responding to the request by the IWA/CC for additional a� information,mation �eold r you v},, •alaaT ° erials►- _ odeeFr a= +, e-always rriat been -a��l a b l€-=Q�'-�-�2-�-3'E'G'7?�W'�-�-o --h.e r�y'l to�•-i1� ,'r o� (,-a f v� of ec�,.,.e.,ft w��` �t cv� v� 5e"4m�/ .iA*A 36J-c- P-&4rc4 ,La. iaz-ion I. Preliminary Engineering Report (December, 1988) (13-2-100). 2. Preliminary Engineering Technical Appendices (December, 1988) (132-100 & 132-102). 3. Federal Environmental Assessment/Connecticut Finding of No Significant Impact - Reconstruction/Relocation of Buckland Road and CT Routes 30, 74 & 194 - State Project Nos. 132-100 & 132-102, 4. Preliminary Design Report (October, 1989) (132.100) . 5. Response to ConnDDT Preliminary Design Review Comments (January, 1990) (132-100). 6. Public Hearing Transcript, Proposed Plan for the Reconstruction of Buckland Road and the intersections of Routes 30, 194 and Buckland Road and the Relocation of Route 74, State Project Nos. 132-100, 132-102, 132-111 & 132-112 (February 21, 1990). 7. Response to ConnDOT Review Comments for Hydraulic Submission of Buckland Road over Plum Gully Brook (September, 1990) (132-100). 8. Semi-Final Design Submission, Design Computations (January, 1991) Y (132-100). 9. Semi.-Final Design Submission, Special Provisions (January, 1991) (132-100). 10. Semi-Final Design Submission, Quantities and Proposal Estimate (January, 1991) (132-100). 11. Response to Semi-Final Design Review Comments (May, 1991) (132-1.00). 1.2. Final Drainage Design Submission (January, 1991,/Revised May, 1991)(132-100). 13. Final Design Submission, Design Computations (May, 1991) (132-100). jh2/1045 1;F - G11 R G s Touon- o-P Sa� ?P&zd440t 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 ���Osoe•ca�'��` AREA CODE 203/644-2511 July 15, 1991 Mr. Michael J. Gantick P..E. , Director of Public Works Town of South Windsor 1540 Sullivan Avenue South Windsor, Ct 06074 Dear Mr. Gantick: Re: Application #91-24W econstruction of Buckland Road At theovember 4, 1 9 special meeting, the Inland Wetlands Agency/Cons"ery ommission approved with conditions Application #91-24W - IWA/CC permit for the reconstruction of Buckland Road; as shown on plans prepared by Keyes Associates, Project No. #132-100 and dated 1991 . This approval is subject to the following conditions: 1 . Two blueprint copies of the final plans and this letter reproduced thereon, must be submitted to this Commission . This must be completed within 65 days of approval prior to any construction activity on the site. 2 . Construction activities shall be subject to the approval of the Town Engineer. 3 . The applicant shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4 . The permit is valid for three years and shall expire on November 4, 1994 . 5 . All approvals required must be obtained and submitted prior to - any activity on the site. 6 . A contact person shall be identified directly on the final plans . 7 . Document depth of mud/organic soils that would support the roadway near Plum Gulley Brook, and the amount of fill necessary for the base. �8 . Applicant to fill in blanks, as necessary, under Section 8 -1�e a Mr. Michael J. Gantick Page Two November 4, 1991 Application #91-24W ( Information Required on Applications ) of the IWA/CC Regulations; specifically "h. - amount and kind of material proposed to be removed, or deposited and/or type of use. " 9 . The locations of the proposed sediment basins and detention basins shall be shown on the plans . The proposed sediment basins or detention basins will not be left up to the discretion of the contractor. The applicant shall return to the Commission for approval. 10 . The stabilization of basin walls shall be shown on the plans and the applicant shall return to the Commission for approval . 11 . Phases of construction shall be shown on the plans and approved by the Commission. 2 12 . The plans shall show, as part of the conservation plan, to insure provisions clean up downstream if there is a blowout and, how fast the applicant will react to this situation. The plans shall also show the -time limit of restoration to the affeotad.--area. 13 . During phasing of the project, any and all disturbed areas along the easterly shoulder of Buckland Road, shall be protected. with doubled haybales or siltation fences . 14 . The design detail of site #5 shall be on the plans showing adequate catch basins on the north side of Deming Street to g eliminate the present sluicing across the Church property located on the north side of Deming Street. 15 . Any modifications to existing wetlands shall be shown on the plans . 16 . Applicant will follow the "Guidelines for Soil Erosion and Sediment Control - CT" . It is mandatory upon the Town to do SO. Very truly yours, OC Efvz.abeth A. W arren, Chairman, IWA/CC EAW/pmm cc Town Engineer Director of Planning Planning & Zoning Commission �to,joiM aC To� 0p saa& f��� ,^ 1 9 � 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 �r • �`" AREA CODE 203/644-2511 Y•c�l, August 2, 1991 Edward J. Tomkiel, Town Clerk Town of Manchester CERTIFIED MAIL 41 Center Street Manchester, CT 06040 Dear Mr. Tomkiel: Re: P.A. 87-307 , Notification of Application Within 500 feet of Abutting Towns In accordance with the captioned 1987 legislation concerning notification to municipalities regarding Inla nd Wetla nds Agency/Conservation Commission applications that could a ffect the abutting town, we hereby notify you of the application submitted by the Town of South Windsor. The applicant requests an IWA/CC permit for the reconstruction of Buckland Road. This application is tentatively scheduled for a public hearing to be heard by the Inland Wetlands Agency/Conservation Commission on September 23, 1991 at 7 :30 p.m. , Sprenkel Room at the Town Hall in South Windsor. If you have any questions , please contact the Planning Department at 644-2511 . Thank you. 4Veerytruly Yours, Phyfi M. Mann Recng Secretary IWA/CC cc: Elizabeth A. Warren, Chairman, IWA/CC �pW N SFq C 4 F -ow , 0-Ye SV a& U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 Soe•CO AREA CODE 203/644-2511 JEAN E. ZURBRIGEN Town Manager August 8, 1991 H ; -abeLh A. Marren, Chairman Inland Wetlands Agency/Conservation Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Chairman Warren: Re: Application #91-24W - Town of South Windsor The applicant, The Town of South Windsor, hereby consents to a 65-day extension of the time to conduct the public hearing with regard to the above-referenced application. Very truly yours, G ✓TO � n E. zurb--64geinit ManagerT] JEZ :bmr AUG 8 1991 South Windsor INLAND WETLANDS AGENCY( CONSERVATION COMMISSION T 10 . 4 Notice of the hearing shall be published at least twice at intervals of not less than two days, the first not more than fifteen days and not fewer than ten days, and the last not less than two days before the date set for the hearing in a newspaper having a general circulation in each town where the affected wetlands or watercourses are located. 10 . 5 All applications , maps, and documents relating to the hearing shall be open for public inspection in the Planning Depart- ment, Town of South Windsor. 1 10 . 6 \ Notice of the public hearing shall be mailed, by the appli- cant, to the owner(s) of record of abutting landino less than fifteen days prior to the day of the hearing. /' SECTION XI -- DECISION AND DECISION REVIEW PROCEDURES 11 . 1 The Agency shall consider the following in the making of its decision on any application: A. Evidence offered at the public hearing, if required; B. Any reports from other agencies and commissions : 1 . The Agency may submit all applications involving significant activities to the Hartford County Soil and Water Conservation District and/or the Commissioner of the Department of Environmental Protection. 2 . The Agency may request comments on all applications from the following: a. Planning and Zoning Commission, Town of South Windsor; b. South Windsor Public Works Department; c. South Windsor Building Department; d. South Windsor Sewer Commission; e. South Windsor Environmental Health Officer or State Department of Health; i f . Hartford County Soil and Water Conservation District; g. Regional Planning Organization; i LETTER OF TRANSMITTAL <°•• •••<� H F (f O 7 PLANNING DEPARTMENT s `= TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVE. SOUTH WINDSOR, CT 06074 ( 203) 644-2511 Date $ �/ TO: TWA1CC WE ARE SENDING YOU: 0 P&Z initial plans C= Drainage comps IM P&Z final plans = Bond estimate requests O Inland Wetlands plans O Bond reduction requests p Final plans for filing 0 Change order form AN Other wAtw.,J s FoN sr ! !-1°} O Correspondence Swc -kkx32-100+%b2-I0Z Copies App. No. Project -+ _ LAJ Gs o THESE ARE TRANSMITTED as checked below: O For review and comment 0 For your file ® For your use 0 Returned with revisions CM As requested C Other PLEASE RETURN/CONKENT BY: COMMENTS: A Cao o(e Lm&%-i SS-o,n e r s v-f 4-e J Cs 4;,e,S d4 �'L.�s �2c�-�v n - '1 I..o vc. ; -{- w 03'1 L J b-e_ C"62e-r1)0ri C--4e— r--j C.d 1 I o c v— � ��� � Copy tot yFl� -n4 From: C. WETLANDS 1 . Overview There are five wetland areas within the Buckland Road, Routes 30, 74 and 194 project area which are described in Table III-5. Most are deciduous forested wetlands bordering on small and often intermittent streams. A small pond exists in wetland Area where the small tributary is dammed just north of Oakland Road (Rte. 30) . Elsewhere there are dense shrub wetlands, wet meadows and a small open wetland which was recently cleared of trees at the site of the future Town Shopping Centre on Ellington Road (Rte .30) . Another "wetland"exists in a ditched and drained cornfield which according to the SCS must be considered hydric since the soil has the potential for reverting back to the original hydric soil on that site (SCS, pers . comm. , August 9, 1988) . I �- -n general the auali�y or these wetlands is low cue primarily to the intermittent nature of most of the streams and the moderate to heavy amount of existing development adjacent to the wetlands (see Figure III-4) . 2 . Wetland Area 1, North of Oakland Road This wetland area mostly within the State Project No. 132-102 area, consists of two narrow, deciduous forested wetlands adjacent to intermittent streams of narrow width, Plum Gully Brook (close to the headwaters) and an unnamed tributary. The tributary is impounded by a concrete dam to form a small pond just north of Oakland Road (Rte. 30) . The dominant trees along the two streams are red maple, American elm, quaking aspen, and black cherry with occasional III-20 r r min TABLE III-5 WETLAND AREAS ON BUCKLAND ROAD, ROUTES 30, 74, 194 PROJECT Approximate Acreage Impacted State Project State Project 132-100 132-102 Dominant Bucklland Five Corners Wetland Area Wetland Type Reconstruction Reconstruction 1. North of Oakland Road Deciduous Forested Wetland -- 0.24 (Plum Gully Brook & Tributary) 2. Oakland Road to Deming Street Deciduous Forested Wetland/ (Plum Gully Brook) Wet Meadow 0.14 rHi 3. South of Deming Street Deciduous Forested Wetland 0.17 NEast & West of Buck.land Road �-' (minus wetland area 5) 4. Ellington Road, Site Wet: Open Area of Future Town Shopping Center. (Recently cleared Forest) -- 5. South-west Corner of Deming Farmland (cor.nfield)/ and Buckland Roads Shrub Wetland Swale 0.05 (Cornfield) -- Total Wetland Imparted 0.36 0.24 * This wetland will receive total prior impact by construction of the Town Shopping Center. a fail,- will lid / I "-� �► / MIN NO or Yfa • I_e:'\ may.,, Y . -�•�' �Jyl/� � /� �����` O. ,s�f__—�-�i�� �! r..�ON- -son�' owl = � 7_`��►i`�_�`�.�® �1 tea_ _ice � � � .� �/ �� a - --. :u,;� ? v,i96 STREET--�i.d. � �'�•'' �' - iO RELOCATED( ELLINGTON OADRTE. .0 1 / STA. 17+75 PLUM GULLY BROOK ELLINGTON ROAD CUL-DE-SAC \ �^- / T r—_ -� PLUM GULLY BROOK PROJECT NO. PROJECT NO. 1.�\, ,•�j!, fG•,�i ^•��-�� ,-�1 `- i •-� ,' __-% � =- �� 132-100 132-102 -� ll n �2r OAKLAND ROAD (RTE: 30) O STA. 54+45 1 p-a PLUMY /-_� ,. �? 7 , i a 'C7, � ' Y,. PLUH GULLY BROOK �•� ( `V i '?' .% r - jf 1 COMMUNITY ROADj, I a y - ✓' �'p BUCKLAND ROD V '�''_•= ,��tw'r Y SULLIVAN AVENUE i I % STA. 108+30 WETLAND AREA 2 i" •_ -_=== a �� �' I''�-' /' �' 4 ��� PLUM GULLY BROOK �-OFF FUTURE DW FISH. r - - I,CE BUILDING / _ ROD (RTE. LLI: 19 / ° - _ ''n RELOCATED ELLINGTON ! FUTURE TOWN - - O SHOPPING CENTER - /� - W 74) STA. 26+15 Z WETLAND AREA 4 TRIBUTARY FARM BROOK J' BUCKLAND DEMING STREET _ Y •; � j �` STA. 7+70+ ! T. ,51 PLUM GULLY BROOK SNET - l� 'CO ate POST `J y;d ? ��%-r� / i! _ OFFICE � ,` 3 !�•�%� i /. O DEHING STREET CHURCH f „ i ? c�' q/1! STA. 21+65 OINN ",+ RELOCATION OF - CULVERT CROSSING I" EMETERY HALL ";� CLINGTON ROAD - - 3 BUCKLAND ROAD :STOW LIBRAR . OK ( � � - O STA. 78+78 •TOWN CULVERT CROSSING `POLICE BUCKLAND ROAD O STA. 71 ~ ?�' ` +20 i .'.i _ - =�. ,,. •F , CULVERT CROSSING -ELLINGTON ROAD j}PLUM RIDGE �pFwCUL-DE-SACvCODOMINIUMS' t y, BUCKLAND ROAD STA. 95+50 CULVERT CROSSING WETLAND AREA LINGTON�ROA i yyETLAND AREA 1 �;J��, v !' f PROPOSED ROADWAY ! WETLANDS p�;' � `�, i�.�//� (l -, ,�.�C, ;•4 '',: A PROPERTY TAKE ' 1 CULVERT CROSSING 2 OF 2 N.O.O.T.PROJECT NOS.132-100 &132-102 FIGURE III-4 RELOCATION/RECONSTRUCTION OF BUCKLAND RD./RTES. 30/74/194 SOUTH WINDSOR, CONNECTICUT SCALE T-400' WETLANDS DATE: DECEMBER,1989 111-23 white ash, black birch and shagbark hickory. The canopy tends to be 40 to 60 feet in height with a 50 to 80% crown closure. The shrub understory is composed mostly of silky dogwood, northern arrowwood and honeysuckle with a density varying from 20 to 600. The most common ground cover consists of sensitive fern, jewelweed, poison ivy, sedges and goldenrod (see Appendix G) . The seeds, buds and tender shoots of the maples, ashes and birch provide food for ruffed grouse, chickadees, goldfinches, gray squirrels, chipmunks, meadow mice and white tailed deer (Martin, Zim and Nelson, 1951) (see Appendix C) . The overall functional value of this wetland area is low due primarily to the intermittent nature of the streams, the narrowness of the bordering wetland, and the fact that the area has been encroached upon by development. The wetlands provide a low ground water recharge function and also exhibit a low amount . of ground water discharge. They provide little in way of flood control, erosion dissipation and sediment/contaminant trapping. The aquatic habitat consists of 2 intermittent streams and a small pond which offer low to moderate value as aquatic habitat . The narrow riparian wetlands have low value for wildlife habitat for two reasons; the streams are poor quality and are intermittent and the entire area has received heavy encroachment by development (see Table III-6) . a. Potential Impacts The small amount of wetland acreage taken, (0 .24+ acres) due to the proposed road widening and the Ellington Road (Rte. 74) relocation will have a low impact on the wetland functions in III-24 ' TABLE III-6 Summary of Existing Wetland Values Wetlands* Wetland Function No. 1 No. 2 No. 3 No. 4 No. 5 Ground Water Low Mod Low Low Low Recharge Ground Water Low Low-Mod Low.Mod Low Low Discharge Shoreline Anchoring/ Low Low Low Low Low Dissipation of Erosion Sediment/Contaminant Low Mod Low Low Low Trapping, Nutrient Removal/Retention Wildlife Habitat/ Low Low-Mod Low-Mod Low LOW Diversity Aquatic Habitat/ Low-Mod Low-Mod Low Nil Low Diversity Food Chain Support Low Mod Low Low Low-Mod Flood Control Low Mod Low Low Low Socio-Economic Value/ Low Mod Low Low Low Uniqueness Overall Value Low Mod Low Low Low *See Table III-1 and text for wetland descriptions. III-25 4 ✓Y' TABLE III-7 Summary of Potential Impacts to Wetland Areas Wetlands* Wetland Function No. 1 No. 2 No. 3 No. 4 No. 5 Ground Water LOW Low Low Low Low Recharge Ground Water LOW LOW LOW LOW LOW Discharge Shoreline Anchoring/ Low Low LOW LOW LOW Dissipation of Erosion Sediment/Contaminant Low Low Low Low Low Trapping, Nutrient Removal/Retention Wildlife Habitat/ Low Low Low-Mod Low Low Diversity Aquatic qu Habitat/ w � Low Low Nil Low Diversity Food Chain Support Low Low Low LOW LOW Flood Control Low. Low Low Low LOW Socio-Economic Value/ Low LOW Low LOW LOW Uniqueness Overall Impact: Low Low Low LOW Low *See Table A.3-1 and text for wetland descriptions. III-26 this area (see Table III-7) . The use of a box culvert for the ` crossing would help to mitigate a potential loss of wildlife migration. 3. Wetland Area 2, Oakland Road to Deming Street This wetland section of Plum Gully Brook, within State Project 132-100 and 132-102, begins south of Oakland Road in the vicinity of the confluence with Farm Brook. In this area the streams are no longer of intermittent status. From Oakland Road (Rte. 30) to Deming Street, Plum Gully Brook is approximately eight feet in width, has a relatively low flow (approx. 1 .5 cfs . ) and a soft, muddy bottom. The wetlands along the Brook in this area vary from deciduous forested wetlands to alder shrub wetlands with a small, wet, farm meadow immediately east of Buckland Road. Between Buckland Road and Deming Street the wetland is surrounded by development and in places is adjacent to a landscaped park-like area. The dominant vegetation in this wetland consists of red maple, cottonwood, American elm, white ash, and black locust averaging 30 to 40 feet in height with a dense shrub layer of speckled alder, swamp rose and common elder along the stream bank. The ground cover in the wet meadow includes blue flag, swamp milkweed, joe-pye weed, goldenrods, sedges, rushes, and swamp thistles with cinnamon fern, sensitive fern, cattails, phragmites reed, boneset, deer-tongue grass and skunk cabbage elsewhere in the wetland. Although this wetland area is the highest quality wetland in the study area, even this wetland suffers from the effects of , III-27 H w. nearby residential and business development. The overall wetland functional value for this area is moderate. The relatively broad, flat area between Oakland and Buckland Roads provides for moderate ground water recharge and receives low to moderate discharge from the surrounding area. . This area also provides moderate potential for flood control and sediment/contaminant trapping. The socio-economic value is low-moderate due to the public use of the landscaped park-like area which includes several foot bridges across the brook. The dense alder and swamp rose thickets provide food and resting/breeding areas for small birds and mammals . As aquatic habitat the wetland has low to moderate value supporting a small number of fish species, frogs and possibly water snakes . While on site, leopard frogs were seen in the stream and a downey woodpecker was observed foraging on the alder and boxelder stems; goldfinches and a mockingbird were sighted in the wet meadow (see Appendix G) . The area west of Buckland Road has limited value for wildlife habitat due to the narrowness of the riparian wetland, the surrounding development and lack of evergreen vegetation for winter cover. a. Potential Impacts The overall impact to the wetland functions in this area is low. The only construction impact to this wetland occurs at Buckland Road where the proposed widening would take 0 . 14+ acres of wetland and would have virtually no long-term impact on the wetland. a III-28 IA �w 4 . Wetland Area 3, South of Deming Street, East and West of Buckland Road The wetlands along this section of Buckland Road consist mostly of deciduous forested narrow riparian wetlands, a number of which border on intermittent streams . There is also a large wet meadow at the southeast corner -of the Deming Street and Buckland Road intersection and a tilled wetland agricultural field adjacent to a riparian wetland. The dominant vegetation in the forested areas consists of red maple, boxelder, tuliptree, willow, quaking aspen, black cherry, with occasional sugar maples . The shrub understory is mainly speckled alder, silky dogwood and spicebush, all of which are good food sources for a variety of mammals and birds (Martin, Zims and Nelson, 1951) . The ground cover includes sensitive fern, phragmite.s, skunk cabbage, jack-in-the-pulpit, and poison ivy with sedges, soft rushes, hydrophytic grasses, blue flag, wild geranium and swamp thistles in the wet meadow, and sedges, lamb' s quarters and amaranths in the tilled agricultural field (see Appendix G) . Sighted in this wetland area were crows, mourning doves, a red-tailed hawk, gray squirrels, chipping sparrows, a downey woodpecker and evidence of the presence of white-tailed deer and raccoons (see Appendix C) . The overall functional value of wetland in this portion of the study area is low. Much of the area has low value for ground water recharge, and receives a low to moderate amount of ground water discharge. Several narrow riparian wetlands transect the agricultural fields, primarily planted to corn or tobacco, and III-29 provide a moderate amount of forest/field ecotonal "edge" habitat. This fact somewhat enhances the value of the area for wildlife habitat . The presence of corn also draws white-tailed deer, raccoons, various black birds and other mammals and birds to the general area including the wetlands . The small intermittent streams in this wetland area flow out of the study area westward to Plum Gully Brook and its adjacent wetland, from which wildlife including raccoons, opossum and skunks, migrate into the corn field and the adjacent narrow wetlands . The functional value in regard to wildlife habitat is low to moderate rather than high due to the nearby roads, moderate to heavy development, and active agricultural usuage. The value of this area for flood control and sediment/ contaminant trapping is low and the narrow wetlands have a low value in terms of potential human usage. a. Potential Impacts The overall impact to this wetland area is low with 0 . 17+ acre of, wetland directly impacted by the reconstruction. The impact on wildlife habitat is the greatest potential impact to these wetlands and even that is low. This#� area has already been fragmented by farm roads and agricultural fields and the impact of the reconstruction is negligible. 5 . Wetland Area 4, Ellington Road (Rte. 30) Site of Town Centre t This small wetland area, which had been a deciduous forested wetland, was recently cleared of most trees for the cons� truction of a shopping area known as Town Centre. This minor wetland, approximately one third of an acre, is adjacent to Ellington Road I 1 III-30 i (Rte. 30) within 500 feet and west of the five corner intersection. The dominant vegetation consists of tree seedlings, small shrubs and ground cover; red maple seedlings, silky dogwood, red clover, bindweed, joe-pye weed, phragmites, goldenrod, sensitive fern and blue flag comprise the bulk of the vegetative cover. This wetland has the lowest functional values of the wetlands in the study area. It lacks an aquatic habitat and is very open and exposed due to the recent cutting plus is adjacent to the busy highway. The overall functional value is low. a. Potential Impact This wetland is entirely on the site of a newly constructed shopping center, and it has been impacted by the road widening, sidewalk construction, grading and planting of lawn due to the Town Centre development . The proposed project will have no further impact on this already impacted wetland. 6. Wetland Area 5, Southwest Corner of Deming and Buckland Roads This "wetland", does not function as a wetland being a tile- drained and ditched cornfield. The original soil on this site was a Walpole loam, a poorly drained soil. The site was drained for agricultural use years ago and last year was planted to corn. A narrrow ditched hedgerow wetland runs through the center of the cornfield and is the only functioning wetland at this site. The explanation the SCS provides for considering this area to be a wetland is that the drainage tiles could fill or collapse and if the ditches are not maintained the soil has the potential of III-31 slowly reverting back to a hydric condition (SCS, pers . comm. , August 9, 1988) . a. Potential Impacts Buckland Road reconstruction would take less than 0 . 05+ acres of the cornfield wetland and less than 0 . 1+ acres of the drainage swale wetland. The potential impact on this "wetland" area is very slight with an overall impact on wetland function in the low range. 7 . Summary of Potential Impacts a. Short-term Impacts The construction phase of the project will likely have some short-term impacts including temporary disturbance of wildlife rand some displacement due to habitat loss . The entire Buckland Road reconstruction including the Five Corner reconstruction with the Ellington Road (Rte . 74) relocation will take a total of only 0 . 60+ acres of wetland. The loss of wildlife habitat is not considered to be significant in view of the large remaining areas of adjacent similar habitat and the low quality of most of the impacted area. All appropriate sedimentation and erosion controls will be used to mitigate possible impacts to areas outside the construction fill limits . The effects of construction noise on wildlife is expected to be minimal given the existing road noise. b. Impacts to Wetland Functions In summary, the proposed project will have either a nil or low potential impact on all wetland functions in the five wetland areas . The wildlife habitat in the project area has already been III-32 .yL. impacted by fragmentation and nearby development and will receive low impact by the widening of roads and the relocation of Ellington Road (Rte. 74) . 8 . Determination of Significance of Impact Due to the overall low functional value of most of the wetland in the study area coupled with the small amount of wetland to be taken by the proposed road widenings and proposed bypass construction, it is judged that the proposed reconstruction and relocation are without significant impact to wetlands . 9. Permits and Other Regulatory Requirements Executive Order 11990 will require a finding of no prudent and possible alternative . As discussed in Section III .B, the Inland Wetlands Section of the Connecticut Department of Environmental Protection, Water Resources Unit regulates activities within the State Inland Wetlands and a State of Connecticut Inland Wetlands Permit will be required. In addition, a U. S . Army Corps of Engineers Section 404 permit may be required although the proposed work will likely qualify for "Nationwide" status due to a direct impact to only 0 . 60+ acres of wetland. III-33 a Ir to�N a�44 07 S 1540 SULLIVAN AVENUE SOUTH WINOSOR. CONN. 06074 R•co� AREA CODE 203/644-25U September 6, 1991 TO: Current Abutter RE: Public Hearing of the Inland Wetlands Agency/Conservation Commmission Pursuant to Section 10 . 6 of the Inland Wetlands Agency/Conservation Commission Regulations, as an abutting property owner, you are hereby notified of the Public Hearing to be held on September 23, 1991 at 7: 30 PM in the ,Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue, South Windsor, Connecticut. The application is identified as #91-24W, Town of South Windsor - Buckland Road Reconstruction. Please see the enclosed public notice for your information. Thank you for your attention. e n E. Z# riqn Manag tt JEZ/jsv Enclosure . 1.8 10 18 8 18 9 VARRICK MARY A FANDOZZI GURRIE H & SLOWICK MITCHELL M 15 BUCKLAND ROAD 1 BUCKLAND ROAD 9 BUCKLAND ROAD SOUTH WINDSOR ,CT. 06074 j OUT WI43DS8053 ,CT 06074 SOUTH WIN P 293143D OR ,CT 06074 P 293 143 844 862 27 11 18 3 27 12 EDLUND MARIE AF ASSOCIATES CHUNG HENRY G & LISA & A 90 BUCKLAND ROAD 395 .BUCKLAND RD 46 BEVERLY ROAD SOUTH WINDSOR ,CT 06074 SO WINDSOR - ,CT W HARTFORD ,CT 06119 P 293 143 845 JP 293 143 854 P 293 143 86.3 27 10 27 13 27 14 WILLIAMS ELECTRIC INC RICE JAMES J+SANDRA A SUR ELIASSON RUDOLPH GEORGE 108 ECHO RIDGE DR 95 BUCKLAND ROAD 103 BUCKLAND ROAD VERNON ,CT 06066 SOUTH WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 P 293 143 846 P 293 143 855 JP 293 143 884 27 1 27 9 27 15 WRIGHT BRADFORD L KRAWSKI WILLIAM J CATHOLIC CEMETERIES ASSO 251 BUCKLAND RD 130 BUCKLAND ROAD 700 MIDDLETOWN AVE SOUTH WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 NORTH HAVEN ,CT 06473 P 293 143 847 , P 293 143 856 Mr. Richar864eagher P 293 14327 4 27 3 27 2 LUMBRA LLOYD A + ARLENE H SYME WILLIAM M+ROSEMARY J SABIA JEANNE H 218 BUCKLAND ROAD 206 BUCKLAND ROAD 207 BUCKLAND ROAD SOUTH WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 P 293 143 848 P 293 143 857 ' P 293 143 865 38 12 38 11 27 5 HOYT MARJORIE F WRIGHT BRADFORD L CROTEAU ROBERT D + 251 BUCKLAND ROAD 235 BUCKLAND ROAD 240 BUCKLAND ROAD SOUTH WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 ' PO T 143D OR ,CT 06074 P 293 143 849 P 293 143 885 66 38 8 38 10 38 7 MESSIAH EVANGELICAL RUBIN MARK D & GLORIA B MESSIAH EVANGELICAL 300 BUCKLAND ROAD 60 MOHAWK DR 296 BUCKLAND ROAD SOUTH WINDSOR ,CT 06074 WEST HARTFORD ,CT 06117 SOUTH WINDSOR ,CT 06074 P 293 143 850 P 293 143 858 P 293 143 887 38 14 38 13 38 6 OCONNOR THOMAS C & PHENIX RONALD A + JOAN K SCHIAVONE STEVEN & LUCIA 335 BUCKLAND ROAD 325 BUCKLAND ROAD 9 CLIFDON DR SOUTH WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 SIMSBURY ,CT 06070 I P 293 143 851 P 293 143 859 P 293 143 867 51 34 38 5 38 1 CARMON & COMPANY RSK-KELLCO INC WOODCOCK JOHN J III 419 BUCKLAND ROAD 1744 ELLINGTON RD 395 BUCKLAND ROAD SOUTH WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 iSOUTH W43D868 ,CT 06074 P 293, 143 852 IP 293 143 860 P 293 51 39 51 33 —S RTNE AHEARN FRANK E TRUSTEE SAMSEL PRQ3?ERTIES PARTNE SAMSEL PROPERTIE�4S- P Cfp AVID C MAHONEY C/O DAVID IAHO"NEY CO INC PO BOX 525 WEST TFORD ,CT 06107 SOUTH WINDSOR ,CT 06074 Tr ST HARTFORD ,CT 06107 I P 293 143 861 51 39 51 49 51 39 1 SAMSEL PROPERTIES PAR NER BUCKLAND MEADOW ASSOCIATE SAMSEL PROPERT NE C/O DAVIMAHONEY D EY CO INC 469 BUCKLAND ROAD C/0 THE C CT010 WEST FORD ,CT 06107 jS0 U293WINDSO 6 'CT 06074 WE TFORD ,CT 06107 5, 51 3 9---- 51 11 SAMSEL PROPERTEES PARATNE SAMSEL PROPERTIES-PARTNER AHEARN FRANK--E"TR C/0 DAV DJPlAHONEY CO INC C/0 DAVID , HONEY CO INC PO BOX 52-5-' W TFORD ,CT 06107 WEST_.HARTFORD ,CT 06107 SOtiTH WINDSOR ,CT 06074 51 13 51 10 _r ':. 51 12 DODD HAROLD L + SAMSEL PROPERTIES PARATNE KELLEY RICHARD 512 BUCKLAND ROAD C/O DAVID_MAHONEY CO INC 1744 ELLIAGTON RD SOUTH WINDSOR ,CT 06074 WEST_HARTFORD ,CT 06107 SOU NDSOR ,CT 06074 P 293 143 869 51 15 51 9 51 14 HOLCOMBE J KIRBY SOUTHERN NEW ENGLAND TEL GIBBS MILTON ERVIN + 374 ABBE ROAD EXT 227 CHURCH ST 530 BUCKLAND ROAD SOUTH WINDSOR ,CT 06074 NEW HAVEN 6 ,CT SOUTH WINDSOR _ ,CT 06074 l P 293 143 870 P 293 143 874 P 293 143 878 51 8 51 16 51 17 KELLEY RICHARD "Sf RUBIN MARKl SMITH ROBERT J & SMITH J 1744 ELLINGTON RD 39 ROSEMARY LA 550 BUCKLAND ROAD SOUTH "WINDSOR ,CT' 06074 SOUTH WINDSOR ,CT 06074. SOUTH WINDSOR ,CT 06074 18 7 ADELINE 18 2 51 39 MANCHESTER I-84 ASSOCIATE URSO kAX SAMSEL JOHN G & T�J3ERESA 1001 WINDSOR RD 1 CHRISTINE LANE 152 DEMING ST_- VIRGINIA BEACH ,VA 23451 SOUTH WINDSOR ,CT 06074 SOUTH N OR ,CT P 293 143 871 P 293 143 883 -P- 3 143 881 18 4 6 18 5 BUCKLAND HILLS DEVEL67PEME� BUCKLAND HILLS EVELOPEME BUCKLAND HILLS DEVELOPEM 200 CENTRAL ST---- C/O P �L`�` SUMANO 200 CENTRAL ST BRISTOL 'A ,CT 06010 BRIS ,CT 06010 BRISTOL ,CT 06010 ''� JP 293 143 880 51 32 27 8 38 9 KATTEN FRED S REICHLE EARL A+BARBARA H SAMSEL JOHN G JR & THERE 115 BEVERLY RD 247 ABBY RD 99 RIDGE RD W HARTFORD ,CT 06119 SOUTH WINDSOR ,CT 06074 SOUTH WINDSOR ,CT 06074 P 293 143 872 P 293 143 875 P 293 143 881 GAUTHIER, LEO & MARY SOCIETY FOR SAVINGS TOWN OF MANCHESTER 395 SMITH ST. 31 PRATT STREET , P.O. 2200 41 CENTER STREET SO. WINDSOR, CT 06074 HT293,1C3 06145 1P 293MANCHESTER, CT 06040 P 293 143 673 CALVARY CHURCH REV. GUSTAFSON 400 BUCKLAND ROAD SO. WINDSOR, CT 06074 P 293 143 882 MEMORANDUM TO: Mike Gantick FROM: Jim Low DATE: 9/9/91 RE: Buckland Road Reconstruction State Project No. 132-100 IWA/CC Application #91-24W The following additional information is now available for review by the IWA/CC and can be added to the list of documents previously presented in our memorandum dated 7/15/91. In anticipation of a public hearing on 9/23/91 let me know if you need additional copies of these revised documents. 1. Response to Final Design Review Comments (August, 1991) (132-100). 2. Final Drainage Design Submission (January, 1991/Revised May, 1991 & August, 1991) (132-100) 3. Final Design Submission, Design Computations (May, 1991/Revised August, 1991) (132-100) 4. Final Design Submission, Special Provisions (May, 1991/Revised August, 1991) (132-100) 5. Final Design Submission, Quantities and Proposal Estimate (May, Su � 1991/Revised August, 1991) (132-100) 6. Hydrologic/Hydraulic Analysis Plum Gully Brook (Buckland Road), Volumes I and II, (August, 1991) (132-100) 7. Final Structural Submission, (February 1, 1991/Revised August 1991)(132-100) 8. Revised Construction Drawings (135 Sheets) 1� 00 x1 12 pub0oft w OWL sr2/1110 �4owM af,`� Town ops-Oath Vzopualat 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 ���soR•co`�� AREA CODE 203/644-2511 September 26, 1991 Lincoln Streeter, Mayor Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Linc: As you know, the Inland Wetlands Agency/Conservation Commission held a public hearing on the proposed Buckland Road reconstruction on September 23, 1991. The hearing was continued to October 21, 1991 in order to gather more information. The Commission has asked that I contact the Town Council and ask for any input they may wish to make on this application. There is concern by some members of the Commission •as to whether or not this project justifies the proposed impact on the wetlands and watercourses . During the discussion it was suggested that a joint meeting of Inland Wetlands Agency/Conservation Commission, Planning & Zoning Commission, and the Town Council might be beneficial. I am unsure of the legality and logistics of such a meeting within the framework of a public hearing, and I would appreciate your thoughts on the matter. Also suggested during the discussion, as an alternative to a joint meeting, was that a member- of the Town Council attend the public hearing. There was some concern expressed, due to the long history of this project, whether the current Council has had an opportunity to review the project in its present form. I would appreciate any information, clarification, or suggestions, you might have to aid the Commission with their decision on this application. Thank you for your attention to this matter. Very truly yours, 4# - Eliza A. Warren Chai9A - IWA/CC EAW/pmm c r Tlo�� ap Bain V&Uaot e � 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 �'►4soR•co�� AREA CODE 203/644-25U October 8, 1991 Mrs . Elizabeth A. Warren Chairperson, IWA/CC 1540 Sullivan Avenue South Windsor, CT 06074 RE: Buckland Road Widening Dear Betty: In response to your letter of September 26, 1991, this is to advise that I brought your letter to the attention of the Town Council at our- September 30, 1991 Special Meeting. Although the Town Attorney informed us that the Council could legally attend such a meeting, logistically there is not sufficient time for the Council to meet on its own to discuss this issue prior to your October 21, 1991 Hearing. In the meantime, there is no objection to your proposed alternative of having' a Council Member attend the Hearing, And I expect that Councillor Roy Normen, Council liaison to the IWA/CC, will attend. Perhaps we could meet with you at a future date although, of course, the Council does not wish to infringe upon wetlands decisions which are your prerogative. Very trulLyi yours, T� Lincoln H. Streeter Mayor MEMORANDUMWethersfield,Cohneclicut08109 i 6MILk 6a,�:v JOB NO. rI YA As!1 .OW, loins A � r`/ 'I/. . fm'/ r 2- Will MAN dW Fw VAO s - 0 M / ` ► � ' / r . ' 4 STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION - ��Y Standard Specifications .for Roads, Bridges and Incidental Construction a�.= 43 Ln W N FORM 814 A k W co 1988 N � D m 0 APR 5 1989 ca KEYES ASSO �:..= C1ATEa _. . � WMERSFIELD OFFICE �;i • •i Os.os d having contaminated or hazardous material without prior ;! from which date contract time will be charged. In no case, m written permission of the Engineer. however, shall the Contractor begin work prior to the date Any material identified as being contaminated or hazard- stipulated in the "Notice to Proceed!' m ous must be removed and disposed of by a licensed handler. The date stipulated shall be no later than 45 days after the contract is executed. _ r -PRO Eivl:3"lltilON..AND:PROGRESS. - •• 1.08.01—Sublettin r o Assigning ss nin of Contras .. � Contracts: � g tom•. m The Contractor shall not sublet, sell, transfer, assign,or oth- `: The work shall•lie conducted'in such manner and erwise dispose of the contract or any portion thereof, or of with sufficient materials, equipment and labor as are consid the work provided for therein,or of his right title, or interest Bred necessary to insure completion of construction work in therein,•to any person, firm, partnership, or corporation, accordance with the plans and specifications within the time without the prior written consent of the Commissioner or his set forth in the contract. Should the prosecution of the wort duly authorized representative. No payment will be made for for any reason be discontinued, the Contractor shall notify► any part of the work sublet, sold, transferred, assigned, or the Engineer at least 48 hours in advance of resuming open otherwise disposed, prior to the authorization date given in ations. the written consent of the Commissioner or his duly author- -1E.+08.OA_=Lim tatiozu:at OPerati�onm : The--.ized ntra ized representative. The Contractor shall perform with his the own organization work amounting to not less than 50 percent ,.- _all tines,in su hKa m nn r-anc 8s: ri tiu;ui >tlie-fit pzactxcae.it+escr of the original total contract value. If any part of the work is :t�ra€1i He shall have due regard to the location of sublet, sold, transferred, assigned, or otherwise disposed of, detours acid to the'provisions for handling traffic,kHehh' the Contractor will not 1 relieved of any responsibility in y riot.-o �r ulr wor> .to-the ment Y. connection therewith. ,z r+oeeeu wrirt[ - W: 1, a For that pact of the work sublet, 'sold, transferred, as- ngteteer he Contractor shall cooperate °' signed, or otherwise disposed of,the subcontractor, assignee, - with the public utilities and shall schedule his operations in'} buyer, or transferee shall file with the Connecticut Depart accordance with Article 1.05.06. anent of Transportation a sworn statement executed by, or i 1.48.05—Workmen and Equipment: The +Contras- Y'an behalf of,the person, firm,association,or corporation cer- - �tifying that such person, firm partnership or for shall employ such superintendents, foremen and work-' 4. corporation has �. men as are careful and competent. The Engineer may not,either directly or indirectly, entered into any agreement, demand the dismissal of an ro y person or persons employed by participated in any collusion, or otherwise taken any action the Contractor in, about and upon the work who shall mis- , ' in restraint of free competitive bidding in connection with conduct himself or be incompetent ui such work, p t or negligent in the due and proper performance of his or their duties or any of them, This sworn statement which shall be in the faun of an af- _ or neglects or refuses to comply with the directions given fidavit, small be executed and sworn to before a person who } T within the requirements of the contract; and such N is authorized by the laws of the state to administer oaths and F person or f . persons shall not be employed again thereon without the shalt be filed with the Connecticut Department of Transpor- � �= - written consent of the Engineer. Should the Contractor con- 3 tction prior to receiving consent by the Commissioner or his ' 1e tinue to employ or again employ such person or persons, the M duly authorized representative to do the work. err ', '4 Commissioner may withhold all estimates, which are or may 1.O8.02—Start of Work: The "Notice to Proceed" At a� -,,. become due, or the Engineer may shut down the work until 41 issued to the Contractor by the Commissioner or his author- the Contractor has complied with such orders. z, ized representative will stipulate the date on which it is ex- pected that the Contractor will begin the construction and } ' The Contractor shall furnish such equipment as is t:onsid- eyed necessary for the prosecution of the work in an accept-, 5 .,t. 1.08.06 able manner and at a satisfactoryrate of progress. Equipment 1.08.06 used on any portion of the work shall be such that no injury it will be computed on a consecutive day basis, including all n to the roadway, adjacent property, or other highways will re- Saturdays, Sundays, n a c _ suit from its use. holidays,and Wan-work days from April 1 through November ail of each inclusive year. With prior written approval from the Engineer,equipment Time will not be c and methods other than those specified may be substituted charged during the m ntha of December, provided the. results obtained are satisfactory to the Engi- January, February and March, except €or planting projects and any other projects where provision is made as deaig- neer.Failure of the equipment or method under trial to meet nated in the proposal. If the time specified for the comple-the specified performance standards, or in the absence of such tion of the project, with time extensions, comes before, standards, to perform to the satisfaction of the Engineer shall December 1 and the project has not been completed, the time k be cause for rejection of the method or equipment or both. ` chajrged the Contractor will continue through the winter Equipment rejected shall be immediately removed from the site of the work. i months from December 1 through March 31. 'r`' e ■- Such operations as approved by the Engineer may be per- 4- .68.{18-•i-Temporary Sius�a a " f:°'41i br�k: Thw,; formed by the Contractor during this period with no change �. Engineer shall have the authority to suspend the work wholly in the contract time s or in part, for such.period or periods as he considers neces, specified in the contract. r nary in the^best interest of the_Siatea;nr in tho interest-of; The total elapsed time in calendar days, excluding the M Public`necessity;eon�vcnienee or safety. : months of December, January, February and Mareb, from �trae._aeces #acx:� . -:,work t'or,axtindefi�� the date on which the Contractor.is ordered to begin opera- : - tions to the date can which the Engineer pronounces the pro- .hU-par------thi f i ct,F r°sb&---.sto%'a I,Materials axn ' ject completed, shall be considered as the time spent in the �utpm�nt-;in=such-:.maw=_:.t�g�_ y-�r� n .abstr are execution of the contracted work. > e the��n�}��pbh+e��ne�cesssrily=nox:a-ll"a+�v.#�se�i�as� This total elapsed time shall be subject to adjustment, for rink to becanY6.dameg a:iri an F: Y; d he:shall_tako_ . I , ,grgeaution to.prevent damagL_;� th work=.p �f�, p_ comparison with the contract time for completion,under the ;.'ride suitable-Araina . .of the-roadwa b - - following terms: .-�..e,t -. y. y nn�g:ditehes . ys�bob er drains etc.,=and erect ternpt rary.structures. where (a) The number of calendar daysallowed for completion p ' necessary. . of the work is based on the original quantities as appearing The Contractor..shall maintain the roadway in safe-condi- is in the proposal form. If the satisfactory completion of the f tion for travel and shall maintain ,all--barricades, signs, and project wires the performance of work in greater goon- Rights during the period of suspension;. anud.the tities than set forth in the proposal farm, then the contract this work shall be-as provided in 8eieti6'n 9.71 pent of sQ time for completion of construction work will be increased in the same proportion that the roost of the project as finally ." 1.08.07 Deternnnation of Contract Time: The completed bears to the cost of the project as o number of calendar days allowed for the completion of the P j originally con- tracted. However, the sum or sums due to the additional work construction work included in the contract will be fixed b r' the Department, will be stated in the Y specified in the following paragraph shall not be included. proposal form and can- _ An exception to the determination of contract time exten- tract,and will be known as the "contract time.'"The chart or s schedule u sion an the basis of proportional cast will be made in those upon which the contract time is based is availabley at the Contract Section. instances where the performance of additional work, not =: . contemplated in the original contract, can be demonstrated t'tllsen the contract time is on a calendar day basis, it shall r7 to result in additional working time.In such case,an adjust be the number of consecutive calendar days stated in the ment of calendar days based on the demonstrated increase contract, excluding the time period from December l through in total working time over the original time allowance will be March 31 of each year. The contract time will begin an the _ �� effective date of the Engineer's order to commence work, and wade with the approval of the Engineer. :.4 (b) In case of total suspension of the work on orders of the 54 - �t Engineer not due to any fault of the Contractor, the elapsed .. 1.08.0$ time during which the work is suspended will be allowed the complete documentation of action taken from the time of re- Contractor in adjusting the time required for completion of N the project. ceiving of bidding quotes to the time the material or equip- ment is incorporated into the work.This documentation must Suspension involving cessation of work on all items except show that the delays,were beyond the control of the Contrac- minor construction not affected by or connected with the tar and that the Contractor made a vigorous effort to expe- cause of suspension, shall be considered as total suspension. dite the receipt of the material or equipment. When the delay Work of an emergency nature Ordered by the Engineer for has been caused by an Agent, Supplier-or Manufacturer, the the convenience or safety of the public or the protection of reasons for the delay will be documented in a letter signed the work, if performed during a period of total suspension,. by an authorized and responsible Agent for the company in- will not be charged to contract time. No allowance will be volved, and shall be notarized. granted in case of partial suspension, provided however that If the approved extension of time extends beyond Alovem- s the Contractor may request and the Engineer may grant per- ber 34,the number of days of the approved extension occur- mission to perform specific limited operations, in which case, ring in the period from December 1 through March 31 will contract time chargeable for these operations shall be nego- be granted commencing April 1. t.. tiated and agreed to in writing beforehand. 1.08.09—Failure to Complete Work on Time: When the contract completion time is a fixed calendar date, Time is an essential element of the contract;and as the pros- z it shall be the date on which all work on the project shall be ecution of the work will incommode the public, obstruct completed, traffic and interfere with business, it is important that the 1.08.98--Extension of Time: Except for reasons of work be pressed vigorously to completion. Also the cost to weather or seasonal conditions, or for interruption of opera- the Department of the administration of the contract, in- tions which are of the Contractor's choice,the Contractor may cluding engineering, inspection and supervision will be in- present to the Commissioner a request in writing for an ex creased as the time occupied in the work is lengthened. tension of contract time for completion of the work due to Therefore, for each calendar day that any,work shall remain causes beyond his control, such as but not limited to fires, uncompleted after. the time specified for the completion of strikes, floods, accidents and unreasonable delays in receiv- the project provided for in the contract, the sum per day 1' ing ordered materials or equipment. Requests for an eaten- stated.in the proposal forth and contract shall be deducted sion of time shall be presented on or before the date of I from any money due the Contractor, not as a penalty but as termination of Contractor's physical responsibility as de- + liquidated damages. Provided, however, that due account fined in Article 1.08.13. Substantiating data will be one of shall be taken of any adjustment of the contract time for the documents required under Article 1.08.14. If based on completion of the 'p project granted under the provisions of valid grounds, these requests will be considered by the Com- these specifications. ; missioner and such extension of time granted as may ,: ; y seem Liquidated Damages will be charged for any time the pm- �to him to be fair and reasonable. However, no requests will _ ject is not completed between December 1 and March 31 if be considered when submitted later than the time stated ks' the designated completion date, with time extensions, is be-hereinabove. Nor will requests be considered when based on fore December 1. delays caused by conditions existing at the time the bids were received and of which the Contractor might be reasonably The Engineer retains the right to make deductions to the expected to have full knowledge, or.u �. extent of indicated liquidated damages from any estimate for {. g pan delays caused by � failure on the part of the Contractor to anticipate properly work performed whether or not' the Contractor has pre_ p the requirements of the work contracted for as to materials, rented a claim or claims for an extension or extensions of labor or equipment. time as specified in Article 1.08.08. When a request for an extension of time is based on unrea- 1.0$.1�:�1nnUlment of Contract: The 'Ca�rnmis- sonable delays in receiving ordered materials or equipment, sinner may give notice in writing to the Contractor and his Con- the Contractor will be responsible for furnishing, in ipmen S surety of the particular delay, neglect, or default of the Con- g, g, ' tractor due to one or more of the following: a 1.08.12 . . 1.08.10 said Contractor shall be entitled to receive the difference. In a" i failure to begin the work under contract within the case such expense shall exceed the sum which would have time specified; been payable under the contract, then the Contractor and a 2 — failure to perform the work with sufficient workmen the surety shall be liable and shall pay to the State the 5 equipment or materials to insure the prompt com} amount of said excess. pletion of said work; fig == 'iliri � 'lteissii = lr a n 3 —unsuitable performance of the work or failure to per- i noit be_ nidd 'l aid-mik--not-b&accg ': oea i farm anew such work as shall be rejected as defective tiiitil`i;h#41t t-of-way,borrow pits;arid:all-other.gr6taittl;:b8th and unsuitable; public-and private,+cCupied by the iCanUactor in: neebm, i 4-- neglects or refuses to remove material rejected as de- vvit}r the wror-k>shall be. lea►reil.af sal sinus=isniscardet3 fective and unsuitable; s;rubbish and#eiriporay:: tdrec All borrow pitsr.. 5— discontinues the suitable prosecution of the work for must be drained where practicable. Al!property, both public , a period of 72 hours,excluding Sundays and holidays and private, which has been damaged during the prosecution without written authorization of the Engineer; of the work,shall be restored to a neat and presentable con- 6 — failure to commence discontinued work within 48 s dition. <, hours after notice to resume (excluding Sundays and All.;ditches,-waterways, drainage`. structures- holidays); .,vonstructed under the contract.shall-be-+leaned-&net-cleared- 7— becomes insolvent,or declared bankrupt, or commits ...of obstructions in a satisfactory-manner-and-shall--be left in � any act of bankruptcy or insolvency; a,:neat,and,;Wmmed-conditidW $—allows any final judgment to stand against him un- rider,an eisting=:di#wccs ;water�rayz dra�nge s# ucures find' ; satisfied for a period of 1Q calendar days; ��curverts..stall -cleancd €if eilstratis >y+esulting fictiin c�sxt� 9—makes any assignment for the benefit of creditors; tructiare.opeiratians._ 10—violates any covenants contained in the contract.. 1.118.12 Final Inspection: The Engineer shall.make If the Contractor or surety within a period of 10 calendar a final inspection of the project within lU calendar days after days after such notice does not proceed in accordance there- the construction work is completed. The completion date of construction work shall be the bate specified in a notice for- the Commissioner, be may,at his discretion,order the surety with, or fails to present a glen of operation satisfactory to warded by the Engineer unless the Engineer finds in making to complete the work or, without violating the contract, take his final inspection, that additional work has to he clone byv the prosecution of the work out of the hands of said Contrac- the Contractor, in which case the completion date of con- for and surety. struction work will be considered the date on which the said additional work is finished to his satisfaction. The Commissioner may appropriate or use any or all ma- �. On projects consisting of two or more individual, geo- terials and equipment on the ground as may be suitable and =k acceptable and may eater into an a graphically separated. sections of roadways, a final inspection p y agreement, either by ne- gotiation or public letting, for the completion o€ said con- specific individual, fully completed sections will be arranged upon tract according to the terms and provisions thereof, or use ` specific request by the Contractor. Upon evidence of such such other methods or combinations thereof, as in his opin- completion and advice by the Engineer, construction signs ion shall be required or desirable for the completion of said ; shall be removed from such section or sections; and the Con- 4 tractor will thereafter be relieved of the responsibility for the contract in an acceptable manner. All costs and charges in- f Burred by the Department, together with the cost of com- work placed upon him by ,Article 1.07.12. Such partial ac- ceptance pleting the work raider contract, shall be deducted from any shall in no way affect any other requirements gov- } monies due or which may become due said Contractor. In erning the completion anr3 acceptance of the contract as a x,: case the expense so incurred by the Department shall be less r whole. than the sum which would have been payable under the con- ' € If at any time during the prosecution of a project the Con- ' { tract, if it had, been completed by said Contractor, then the 59 u. �f 1.09.04 w tractor substantially completes a unit or portion of the pro- -Frait4i*tiaa. '-; f.'" ject, such as $structure, an interchange, a branch circuit in is praecvtiowcif t cotrael;tlt highway illumination that has been in satisfactory, continu- ai+ si�slab;eta ] �: � p.�':�o>a-€aas�iie°wd-p��c�al--�Sri` ous operation for a period of at least thirty days,or a section t9:4peratiovwa&-willmaintain-to-*minimum " tin► of road or pavement, to the extent that its stability and in- sedizn itg ion WAMMW Mid u i$ies t+h =tom-°z, tegrity is not dependent upon the completion of other workalilal . .___. -.' - - - . required in the contract,the completed unit or portion of the � tv+etl ::n:: vvaterrs:�r ac�iiig s re ins; pon !'e e�s,•'�`+� �F• project may be opened to traffic under the provisions of Ar- f ''suppliesar-&thief Vater-bodies. Aft water-:ua f 'g ady put+.i` title 1.07.11. A final inspection of the substantially com- •fi,�r b t -Contractor shalrt:not--bii diodmrged--ta-is "_.stray pleted unit or portion of the project will be arranged by the eis fiva rea .. Il flq%_ e:4ed' 11 Engineer. Upon evidence of such completion and advice by - j the Engineer, the Contractor will be relieved of the res `:pon- l;otltractor asses;water from utuxal`xte�r:aourt�es�far`l�ip sibilit for the work laced y - :_ . F._- —. - : _ ,. y p upon him b Article 1.{17.12.The �' ��.erati4n�;���it�ko.:nie�a�t1_s�riafl�e::istxc�i::hfl• #e-irb-lmr�tiful:� a•' Contractor shall be responsible for all damages to the corn- acts;=mad where watery is takeii.= oil a#a�ee s�. reaso > pleted unit or portion of the project that may be caused by ow downstream from the intake shall be maintained. .` or that result from the operations of the Contractor, his sub- contractors or employees; and he shall take such precautions SECTION 1.48 and shall provide such protection as may be necessary to MEASUREMENT AND PAYMENT avoid possible damage to the completed unit or portion of 1.09.01—Measurement of Quantities: All work the project. The acceptance of the completed unit or portion of the project shall.in no way affect any other requirements acceptably completed under the contract will be measured governing the completion and acceptance of the contract as by the Engineer of his authorized assistants according to a whole. United States standard measures, and quantities of work performed ,shall be computed based on such measurements 1.48.13--40ompletion of Construction Work and made in accordance with the methods of measurements de- Termination of the Contractor's Responsibility: For scribed herein under the item involved. the purpose of termination of Contractor's responsibility, the Notwithstanding any provisions included elsewhere herein, construction work will be considered completed when the fi- n only that work which is actually completed within the pay- al inspection has been held, any required additional work ment limits shown on the plans or ordered by the Engineer 4'and the final cleaning up has been completed, and all equip- will-be measured for payment. There will be no payment ment and construction signs have been removed from within the highway limits. When these requirements have been met made for work which is not actually performed. to the satisfaction of the Engineer, the Engineer will certify Structures shalt be measured and quantities computed ac- to the Contractor within seven days,in writing,that the con- cording to the neat lines shown on the plans, except as struction work has been satisfactorily completed. changed by authorized revisions. 1.48.14—Acceptance of Contract: The contract wilt � The quantity of materials determined for payment by the be accepted by the Commissioner when all construction work net weight shall be weighed in tons in hauling vehicles on has been completed, as defined by the requirements of Anti- ,; scales #umished by and at the expense of the Contractor.The cle 1.08.13, and the following have been submitted: scales shall be of a type satisfactory to the Engineer and shall 1 —supporting information necessarybe sealed. A weigher, to be appointed and compensated by to substantiate pay the Department, shall check the weighing of all material en- quantities, such as cost-plus sheets, escalator rate, etc.; tering into the construction. The total weight will be the 2-- reports and forms required on all Federal Aid Pro'- ects; a summation of the weight slips of the material acceptably in- I` corporate€l into the work under the specific item. Trucks, `2 3—the correct submission of any other documents re- a. Used to haul material being paid for by weight, shall be m. quired under the terms of the contract. weighed empty daily at such times as the Engineer directs. t 5 60 61 ; y LAW- - SECTION 1.08-PROSECUTION AND PROGRESS Article 1.08.04-limitation of Operations-Add the following: In order to provide for traffic operations as outlined in the Special Provision "Maintenance and Protection of Traffic", the Contractor shall not be permitted to perform any work which will interfere with prescribed traffic operations as follows unless approved in writing by the Engineer: On Buckland Road and Deming Street 1. No work shall be performed by the Contractor which will interfere with prescribed traffic operations on Monday through Friday between the hours of 6:00 a.m. and 8:00 a.m. and between the hours of 3:00 p.m. and 6:00 p.m. 2. No work shall be performed by the Contractor which will interfere with prescribed traffic operations on Saturday and Sunday between the hours of 10:00 a.m. and 6:00 p.m. Phases of Construction The Contractor shall phase his construction activities to conform to the following requirements; 1. Unless otherwise approved by the Engineer, the Contractor shall limit his construction activities to continuous sections of road no greater than 2500 feet in length. The Contractor shall not proceed with construction of additional sections of road until previous sections of toad have been paved with the base course and adjacent slopes have been stabilized to the satisfaction of the Engineer. 2. Under no conditions shall the surface area of erodible earth material exposed at one time exceed two and one-half (2.5) acres without approval by the Engineer. 3. Within fifteen (15) days following award of the contract and prior to commencing construction a pre-construction meeting will be scheduled by the Engineer. At this meeting the Contractor shall submit for approval by the Engineer a schedule showing a proposed phasing of construction. Construction of Ruckland Road Box Culvert In order to provide for operations on Buckland Road at the box culvert installation, the Contractor shall conform to the "Sequence of Operations" as follows and as indicated on the construction staging plans (see also construction sheet no. SO). sr2/843 132-100 GENERAL F6T ■o 2032574882 PAGE . 009 d SN tip Sequence of Operations Stage I 1. place temporary precast concrete barrier curb with its west side 241 from existing west curbline of Buckland Road. This will provide one 121 wide lane for traffic in each direction, 2. Drive temporary sheet piling to the limit shown on the plan behind the temporary barrier curb. 3. Perform channel improvements/realignment to upstream portion of brook. Flow to be maintained through existing structure opening. 4. Remove existing wingwalls and headwall of upstream portion of existing structure. 5. Construct cast--in-place portion of existing culvert extension. 6. Place precast culvert from proposed construction baseline to eastern limits of construction. 7. Construct eastern wingwalls and parapets. 8. Construct the subgrade and the pavement over the culvert and on both approaches for the new northbound lanes. Stage_II 9. Relocate traffic and temporary precast concrete barrier curb with its east side 24, from the proposed east curbline of Buckland Road. This will provide one 12, wide lane for traffic in each direction. 10. Drive temporary sheet piling to the limits shown on the plan behind the temporary barrier curb. 11. Remove existing wingwalls and portion of existing culvert. 12. Construct new cast-in-place parapet on existing culvert. 13. Place precast culvert from proposed construction baseline to western limits of construction. 14. Construct western wingwalls and parapets. 15. Perform channel improvements to downstream portion of brook. Direct water through low level flow channel located in precast concrete culvert. 16. Construct the subgra.de and the pavement over the culvert and onboth approaches for the new southbound lanes. 17. Remove the barrier curb and allow the northbound and southbound traffic to flow in their respective lanes. sr2/843 132-100 GENEfiAL J Y ITEM #971001A - MAINTENANCE AND PROTECTION OF TRAFFIC Article 9.72.01 - Description is supplemented by the following: The Contractor shall maintain and protect traffic as follows and as limited in the Special provision "Prosecution and Progress:" The Contractor shall submit for approval a schedule showing a proposed sequence of operations and a compatible method of maintaining traffic in general conformance with Traffic Controls in Construction and Maintenance Work Zones, Field Function, Volume II, ❑.S.D.O.T. The Contractor shall not proceed with any work within street or highway rights-of-way until approval Of the accepted Maintenance of Traffic Schedule has been issued in writing by the Engineer. The Contractor shall maintain access to all properties adjacent to the work areas and shall conform to the Limitation of Operations in the Special Provisions. When the Contractor is affecting traffic operations at the intersection of Deming Street and Buckland Road, he shall provide a Trafficman (Town/City) Police Officer) to direct traffic. Buckl.and Road The Contractor shall maintain and protect at least one lane of traffic in each direction on a. paved travelpath not less than eleven (11) feet in width. Where turn lanes exist, the Contractor shall provide an additional ten (10) foot paved travelpath to be used for left or right turning vehicles only. This additional, ten (10) foot travelpath shall be at least 150 feet long and shall end at the stop bar. It should be implemented such that sufficient storage, taper length and turning radius are provided. Excepted therefrom will be those non peak periods when approved by the Engineer, as outlined in Section 1.08, when the Contractor is actively working, at which time he shall maintain and protect at least an alternating one-way traffic operation on a paved travelpath not less than twelve (12) feet in width. All Other Side Roads and Drives The Contractor shall maintain and protect a minimum of one lane of alternating one-way traffic on a travelpath not less than twelve (12) feet in width. Article 9.71.03 - Construction Method is supplemented by the following: The Contractor shall install the Final Markings within two (2) day's of the installation of final course of pavement. If this cannot be accomplished, the Contractor shall install temporary continuous center line markings; and skip lines consisting of four (4) foot by four (4) inch wide reflectorized preformed plastic strips, every forty (40) feet an the final course of pavement, 132-100 ITEM #971001A mh3/989 DEC 10 191 15: 22 2032574ee2 PACE . 011 f` -_ f- ti "The Contractor shall remove, and properly dispose of the temporary markings �r just prior to the acitual application of the final markings. No separate price shall be paid for providing, installing and removing the temporary markings but shall be included in the contract lump sum price for "Maintenance and Protection of Traffic". During roadway excavation adjacent to the travelpaths, the Contractor shall provide a three-foot shoulder between the work area and travel lanes with traffic drums spaced every 50 feet within the three-foot shoulder area. At the end of the work day, the Contractor shall provide a traversable slope with the work area adjacent to the three-foot shoulder area. Allowable Adjustment of Signs and Devices shown on Traffic Control_Patterns The Traffic control plans and patterns contained herewithin indicate the locations and spacings of signs and devices under ideal conditions. It is desirable to have signs and devices installed as shown thereon. Adjustments to these standard signing plans and patterns shall be made only at the direction of the Engineer. The signing patterns are to be installed, as directed by the Engineer, to consider abutting properties, driveways, side roads and the vertical and horizontal curvature of the roadway. If adjustments are made to these standard signing patterns, the adjustments shall always be to improve the visibility of the signing and devices and to better control traffic. The Engineer may require that the signing pattern be located significantly in advance of the construction work site, in order to provide better sign line to the signing and safer traffic operations through the work zone. The Engineer may require a "Buffer Space" in advance of the work area. the Buffer Space should extend from the end of the transition taper to the beginning of the work zone and should be free of equipment, v6rkers, materials, and parked vehicles. The Engineer may order the spacing between signs and devices to be increased or decreased as conditions dictate. Taper lengths may be reduced by the Engineer to a minimum of: Length = (speed limit) x (lateral shift) for speed limits greater than 40 mph, and to a minimum of" Length (speed limit) x (speed limit) x (lateral shift) 60 for speed limits of 40 mph or less. 132-100 ITEM #971001A mh3/989 DEC 10 191 15: 23 2032574882 PAGE . 012 'Emil11101,10IN', Any adjustments in the signing patterns installed for traffic control shall be done by the Contractor's forces and shall be at no extra cost to the State. Additional signs or devices that may be required by the Engineer will be paid at he contract unit price for the item involved. w 132-100 ITEM #971001A mh3/989 DEC 10 ' 91 15: 23 2032574882 PAGE . 813 STATE OF CONNECTICUT ��gg `�NNEC7CGr DEPARTMENT OF TRANSPORTATION v 24 WOLCOTT HILL ROAD, P.O. DRAWER A a ;fir n�►`'yeo realur� WETHERSFIELD, CONNECTICUT 06109-0801 Phone: 666-7204 December 16, 1991 Mr. Jerry Iazzetta Town Engineer y 12 Town Hall — r; 1540 Sullivan Avenue South Windsor, Connecticut 06074 8 AN Dear Mr. Iazzetta: Subject: Project No.132-100 ` --- Reconstruction of Buckland Road Town of South Windsor The Department has reviewed your letter of August 23, 1991 concerning. the pavement structure and subsurface drainage for Buckland Road. Based on the Town's past experience with Buckland Road, the Department concurs with the Town's recommendation that underdrains be used in conjunction with the underdrains already in place and that the proposed subbase have a depth of 30" between Deming Street and Wapping Center. Please have your consultant incorporate these design changes into this project. It should also be noted that the Buckland Road portion of Project No. 132-102 has been modified to incorporate the 30" subbase depth. If you have any questions regarding this matter, please contact Ms. Nancy Riggott at telephone number 666-7310. Very truly yours, Joseph J. Obara Engineer of Consultant Design Bureau of Highways cc: James Low, Keyes Associates lot An Equal Opportunity Employer h SECTION 1.08-PROSECUTION AND PROGRESS Article 1.08.04-Limitation of Operations-Add the following: In order to provide for traffic operations as outlined in the Special Provision "Maintenance and Protection of Traffic", the Contractor shall not be permitted to perform any work which will interfere with prescribed traffic operations as follows unless approved in writing by the Engineer: On Buckland Road and Deming Street 1. No work shall be performed by the Contractor which will interfere with prescribed traffic operations on Monday through Friday between the hours of 6:00 a.m. and 8:00 a.m. and between the hours of 3:00 p.m. and 6:00 p.m. 2. No work shall be performed by the Contractor which will interfere with prescribed traffic operations on Saturday and Sunday between the hours of 10:00 a.m. and 6:00 p.m. Phases of Construction The Contractor shall phase his construction activities to conform to the following requirements: 1. Unless otherwise approved by the Engineer, the Contractor shall limit his construction activities to continuous sections of road no greater than 2500 feet in length. The Contractor shall not proceed with construction of additional sections of road until previous sections of road have been paved with the base course and adjacent slopes have been stabilized to the satisfaction of the Engineer. 2. Under no conditions shall the surface area of erodible earth material exposed at one time exceed two and one-half (2.5) acres without approval by the Engineer. 3. Within fifteen (15) days following award of the contract and prior to commencing construction a pre-construction meeting will be scheduled by the Engineer. At this meeting the Contractor shall submit for approval by the Engineer a schedule showing a proposed phasing of construction. Construction of Buckland Road Box Culvert In order to provide for operations on Buckland Road at the box culvert installation, the Contractor shall conform to the "Sequence of Operations" as follows and as indicated on the construction staging plans (see also construction sheet no. 80). sr2/843 GENERAL 132-100 Sequence of Operations Stage I 1. Place temporary precast concrete barrier curb with its west side 24' from existing west curbline of Buckland Road. This will provide one 12' wide lane for traffic in each direction. 2. Drive temporary sheet piling to the limit shown on the plan behind the temporary barrier curb. 3. Perform channel improvements/realignment to upstream portion of brook. Flow to be maintained through existing structure opening. 4. Remove existing wingwalls and headwall of upstream portion of existing structure. 5. Construct cast-in-place portion of existing culvert extension. 6. Place precast culvert from proposed construction baseline to eastern limits of construction. 7. Construct eastern wingwalls and parapets. 8. Construct the subgrade and the pavement over the culvert and on both approaches for the new northbound lanes. Stage II 9. Relocate traffic and temporary precast concrete barrier curb with its east side 24, from the proposed east curbline of Buckland Road. This will provide one 12, wide lane for traffic in each direction. , 10. Drive temporary sheet piling to the limits shown on the plan behind the temporary barrier curb. 11. Remove existing wingwalls and portion of existing culvert. 12. Construct new cast-in-place parapet on existing culvert. 13. Place precast culvert from proposed construction baseline to western limits of construction. 14. Construct western wingwalls and parapets. 15. Perform channel improvements to downstream portion of brook. Direct water through low level flow channel located in precast concrete culvert. 16. Construct the subgrade and the pavement over the culvert and on both approaches for the new southbound lanes. 17. Remove the barrier curb and allow the northbound and southbound traffic to flow in their respective lanes. sr2/843 132-100 GENERAL BEST MANAGEMENT'PRACTICES FOR THE PROTECTION OF THE ENVIRONMENT The following items are specifically designed for use by the Connecticut Department of Transportation during construction and maintenance projects. Any of these items may be superseded by specific permits from the Connecticut Department of Environmental ign changes requiring a variance from these Protection. Any des to construction methods must be submitted to the DOT for items due review and transmittal to DEP for approval if necessary. The definitions of "Engineer" and "Contractor" are found on pane two of the current "Standard Specification for Roads, Bridges, and Incidental Construction" (Standard Specification Form) and refer to DOT personnel and hired contractors. All construction and maintenance activities shall be consistent with related DOT responsibilities administrative memorandums concerning procedures and for the control of erosion and sedimentation. Construction and maintenance operations shall conform to the following general conditions: 1. No construction shall proceed until erosion and sedimentation control plans, prepared by the Contractor, have been submitted in writing and approved by the Encineer, and such controls have been installed as the sequence of construction necessitates as per the Standard This plan $hall be Specification Form, Item 2.10.01. consistent with the USDA document "Connecticut Guidelines Er and Sediment Control" (1985)* as revised Soi l Erosion for „ ; cation nor and with s �- �-he DOT document O i n Site M � Construction Activities (1986)** as revised. 2. No equipment, materials, or machinery shall be stored, cleaned, repaired, or refueled within forty watercourse. feet of any wetland or eighty (80) feet of any 3. No construction shall proceed until a method to prevent construction debris, paint, spent blast materials, or other materials from entering the wetland or watercourse has been approved by the Engineer, and such method has been implemented as the sequence of construction necessitates. These materials shall be collected and disposed of in an environmentally safe manner as determined by Federal, State, and Local laws. The Engineer shall monitor wind velocities and storm events during the conduct of such work, and- shall cause such activity to cease if storm conditions threaten to cause deposits of material into the waterway. 4. No materials resulting from construction or maintenance activities shall be placed in or contr te to the ibu degradation of an adjacent wetland or watercourse. Disposal o= any material shall be in accordance with Connect-cut General Statutes Sections 22a-207 throuch 22a-209. GENERAL 132-100 2 - - 5. Fording of streams with equipment shall be prohibited, except where approved by the Engineer. Such equipment travel shall be minimized. where frequent equipment travel on stream banks and beds is necessary, washed stone shall turbidity, and tu� , be laced to minimize erosion, scour, Y P provided no significant grade chance will occur and no significant environmental impact will result. DEP approval will be required for any ha ul road or temporary structure placed in wetlands or watercourses. 6. All off-site disposal locations for material and debris resulting from the progress of the project shall be submitted to the Engineer for acceptability. This map shall also show the location for final disposal of surplus material, and the type of material to be disposed. The - Contractor shall ensure that these locations are outside of designated wetlands or watercourses, unless otherwise approved by Local, State, or Federal Agencies. 7. A construction sequencing plan and a water handling plan including a contingency plan for flood events shall be ^ submitted in writing to the Engineer for approval prior to the commencement of any construction in a waterway. At all times, water shall be kept deep enough in the -channel to allow for the passage of fish and continuous flow of the watercourse wherever necessary. 8. Where dewatering is necessary the pump shall not discharge directly into the wetland or watercourse. Prior approval of the Engineer is required for the specific methods and devices, such as pumping the water into a temporary sedimentation bowl, providing surge protection at the inlet and outlet of pumps, or floating the intake of the pump, or other method to minimize and retain the suspended solids. The method employed shall be of sufficient capacity to accommodate the hydraulic demand. If the Engineer determines that the pumping operation is causing turbidity problems, said operation shall cease until such time as feasible means of controlling turbidity are determined and implemented. 9. Cofferdams, and other measures such as bank stabilization, shall be of minimal size, as approved by the Engineer. - In all cases such installations shall not cause flood;ng or increase scouring potential. 10. work within and adjacent to watercourses shall be conducted during periods of low flow, whenever possible. The Engineer shall remain aware of flow conditions during the conduct of such work, and shall cause such activity to cease should flow conditions threaten to cause excessive erosion, siltation or turbidity. During storms every effort shall be taken to secure the work site. 132-100 GENERAL 3 - 11. All temporary fill, such as that used for access roads and/or cofferdams, shall be properly stabilized during y use to prevent erosion, and must be disposed of at an upland site, and suitably contained to prevent turbid run-off from reentering a wetland or watercourse. All areas . affected by temporary fills . must be restored to their original contours, and revegetated with suitable vegetation, according to the Standard Specification Form. The area extent of temporary fill or excavation shall be minimized to that area determined by the Engineer as absolutely necessary to perform the work.. 12. All erodible material shall be properly stabilized during project duration in accordance with the Standard Specification Form. Seeding is to be accomplished within 7 days of reaching grading increment. Seeding is to be done upon suspension of a grading operation for more than 30 days. Temporary stabilization shall also conform to the Publication "Guidelines for Soil Erosion and Sediment Control", CT, Revised=1988. 13. Dumping of oil, chemicals or other deleterious materials on the ground is forbidden. The Contractor shall provide a means of catching, retaining, and properly disposing of drained oil, removed oil filters, or other deleterious material. All spills of such materials shall be reported immediately to the DEEP/Hazardous Materials c°fice at 566-3338 or 566-4240. Failure to do so may result in the imposition of fines under Section 22a-450 of the Connecticut General Statutes. 14. No application of herbicides or pesticides within forty (40) feet of any wetland or eighty (80) feet of any watercourse will be tolerated. In areas outside of the buffer zone, application must be done by a licensed applicator. The Contractor shall submit to the Engineer the applicator's name and license number. The Engineer will determine extent, location, and timing of such application. 15. The Contractor shall not cause or permit any materials to be handled, transported, or stored, or a road to be used, constructed, altered, repaired or demolished without taking reasonable precautions to prevent "particulate matter" (fugitive dust) from becoming airborne. Such reasonable precautions shall be in accordance with Federal, State, and Local law. GENERAL 132-100 4 - 16. Every precaution shall be used while working in the vicinity of a waterway to prevent and minimize degradations of the existing water quality. All activities shall conform and be at all times consistent with applicable water quality standards, and management practices of the Federal Clean Water Act (1972) , Connecticut's Plater Quality Standards and other applicable State laws, and as defined in the Standard Specification Form, Section 1.07.16, entitled "Pollution Control" . Additionally, appropriate measures as detailed in Section 2.10 of the Standard Specification Form shall be used, as approved by the Engineer. 17. The Contractor- shall employ all possible methods to minimize noise pollution caused by construction equipment including - but not limited to equipment used for drilling, pile driving, blasting, excavation, and hauling. All drilling units and internal combustion engines shall be -muffled so as to reduce noise to an acceptable level as defined herein. All methods and devices employed to minimize noise shall be subject to the continuing approval of the ^ Engineer. The maximum allowable level of noise at the nearest residence or occupied building shall be ninety (90) decibels on the "A" weighted scale. - All noise complaints received by the Engineer shall be t investigated for verification, and the results will be analyzed by the Connecticut Department of Transportation Office of Environmental Planning." * USDA document "Connecticut Guidelines for Soil Erosion and Sediment Control" (1985) as revised is available at the Department of Environmental Protection, Natural Resources Unit, Room. 553, 165 Capitol Avenue, Hartfbrd, Connecticut 06106. ** ConnDOT document On Site Environmental mitigation for Construction Activities" (1986) as revised is available at ConnDOT Headquarters., Office of Environmental .Planning, Room, 232, 24 Wolcott Hill Road, Wethersfield, Connecticut 06109. GENERAL 7/31/64 REVISIONS: 5/30/85 10/11/65 11/13/87 9/1/89 GENERAL 132-100 ITEM #202239A - CLEAN DRAINAGE STRUCTURE ITEM #202240A - CLEAN DRAINAGE DITCH ITEM #202243A - CLEAN DRAINAGE PIPE Description: Work under this item shall consist of cleaning, unclogging and maintaining as applicable all existing draining systems regardless of size, within or as affected by the limits of work as shown on the plans or as directed by the Engineer. It shall specifically include the removal of obstructions of any nature within the flow path of any and all drainage features, including but not limited to; inlet castings, drainage structures, catch basin sumps, roadway pipe systems and ditches as shown on the plans or as directed by the Engineer. Materials: No materials or permanent repairs will be required to be furnished or performed under this item. However, if repairs or materials are required to effect a proper positive drainage system, then they will be paid for under the respective bid item for such work. Construction Methods: The Contractor shall perform site inventory, under the direction and to the satisfaction of the Engineer, to determine the initial clean out work required. Unless otherwise directed or reviewed by the Engineer all such work shall be performed at the start of construction. The Contractor shall then sequence or perform other work mindful of the need to maintain all functioning drainage systems. The Contractor shall use, subject to the review of the Engineer, manual labor, compressed air, power rodders, forced water and power equipment to perform the work. The review of such methods shall be based on avoiding damage to the existing drainage system, effecting satisfactory clean out and providing environmental safeguards to prevent unnecessary sedimentation. The Contractor shall maintain all drainage systems including roadway gutters, free of obstructions, to the satisfaction of the Engineer, throughout the entire construction period and shall turn over to the State clean, unobstructed structures and drainage conveyances. The Contractor shall clean out at the end of construction as directed by the Engineer. Method of Measurement: This work will be measured as follows: 1. Clean Drainage Structure: The number of drainage structures included for payment shall be the actual number of structures cleaned out and accepted by the Engineer. 132-100 13210 Item # 202239A, 202240A, 202243A 2. Clean Drainage Ditch: The length of ditch included for payment shall be the actual length of ditch cleaned out and accepted by the Engineer. 3. Clean Drainage Pipe: The length of pipe included for payment shall be the actual length of drainage pipe from end to end cleaned out and accepted by the Engineer. Basis of Payment: This work will be paid for one time only as follows: 1. Clean Drainage Structure: This work will be paid for at the contract unit price each for "Clean Drainage Structure" accepted, which price shall include all equipment, tools and labor necessary to clean out the structures. 2. Clean Drainage Ditch: Thie work will be paid for at the contract unit price per linear foot for "Clean Drainage Ditch" accepted, which price shall include all equipment, tools and labor necessary to clean out the drainage ditch. 3. Clean Drainage Pipe: This work will be paid for at the contract unit price per linear foot for "Clean Drainage Pipe" accepted, which price shall include all equipment, tools and labor necessary to clean out the drainage pipe. 132-100 13210 Item # 202239A, 202240A, 202243A Item # 204151A - HANDLING WATER Description: Work under this item shall consist of the construction of such cofferdams, flow diversions, barriers or other such protective facilities and methods as are necessary for the conduction of water beyond the limits of construction; the unwatering of the site on which the permanent structure is to be constructed; and the removal of all such temporary structures and facilities upon the completion of the permanent work or as required. For the purposes of this specification, such work shall be understood to mean any temporary type of protective facility which the Contractor elects to build or use to satisfy, and which does satisfy, the condition that the permanent structures be placed and built in the dry. The handling of flood flows and the protection of existing structures, and any or all of the finished construction during high water, are included in the scope of the work under this item. Construction Methods: The Contractor shall investigate and verify existing stream conditions, and evaluate the need for, and the type of protection and facilities required. Before commencing construction, the Contractor shall furnish the Engineer with details of the plan and methods he proposes to use for handling water and accomplishing the work. The furnishing of such plans and methods shall not relieve the Contractor of any of his responsibility for the safety of the work and for the successful completion of the project. The height of any cofferdams, flow diversions and barriers shall be elected by the Contractor to provide reasonable protection from flooding. All such temporary structures or facilities shall be safely designed, extended to sufficient depth and be of such dimensions and water-tightness so as to assure construction of the permanent work in the dry. They shall not interfere with proper performance of the work. Their construction shall be such as to permit excavation for the permanent work to the limits shown on the plans. Interior dimensions shall give sufficient clearance for construction and inspection of forms. Movements or failures of the temporary protection facilities, or any portions thereof, which prevent proper completion of the permanent work shall be corrected at the sole expense of the contractor. Any pumping from within the areas of construction shall be done in such a manner as to prevent the possibility of movement of water through any fresh concrete. No pumping will be permitted during placing of concrete or for a period of 24 hours thereafter, unless it be pumped from a suitable sump properly located and with sufficient pumping capacity to protect against damage from sudden rising of water. Unless otherwise provided, or directed, all such temporary protective work shall be removed and disposed of in an approved manner when no longer required. 132-100 ITEM # 204151A jh2/867 The Contractor shall be responsible for the scheduling of work under this item so as not to interfere with any sequence of operations developed for this project. Delays as a result of work required under this item shall not constitute a claim for an extension of contract time. Methods of Measurement: This item, being paid on a lump sum basis, will not be measured for payment. Basis of Payment: Payment for this item will be made at the contract lump sum price for "Handling Water", complete and accepted, which price shall include all tools, material, equipment, labor and work incidental to the construction; reconstruction; if required; unwatering, including pumping, handling of the stream flow during construction; the removal and disposal of all protective works or facilities; disposal of water removed from the construction; damages incurred by the Contractor; and any damages to existing facilities and to the work in progress, materials or equipment from flows or high stages of the stream. 132-100 ITEM # 204151A jh2/867 ITEM #210000A — WATER POLLUTION CONTROL Article 2.10.01 - Description: Add the following: The Contractor shall attend a pre-construction meeting to discuss in detail his intended construction sequence and accompanying soil erosion and sedimentation control program. The Contractor is responsible for compliance with any "order of conditions" issued by the Inland Wetlands Agency/Conservation Commission of the Town of South Windsor. Article 2.10.03 - Construction Methods: Add the following: Where erosion has been identified during the pre-construction meeting, or has been identified during construction as being a problem, clearing and grubbing operations should be so scheduled and performed that grading operations and permanent erosion control features can follow immediately thereafter if the project conditions permit; otherwise temporary erosion control measures may be required between successive construction stages. Under no conditions shall the surface area of erodible earth material exposed at one time exceed two and one-half (2.5) acres without approval by the Engineer. Contractor shall have on-site all necessary hay bales, silt fence, rip-rap, and storm drainage piping etc. , prior to undertaking any work that may cause erosion. The Engineer will limit the area of excavation, borrow and embankment operations in progress commensurate with the Contractor's capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution control measures current. Should seasonal limitations make such coordination unrealistic, temporary erosion control -measures shall be taken immediately to the extent feasible, justified and indicated on plans at no additional costs to the State. If overland waterflow becomes a problem in the construction progress then the Contractor shall take it upon himself to construct any and all ditches, temporary roads, fills and pipe culverts as necessary to alleviate a water problem which may affect progress of work. This work shall be performed at no additional cost to the State. The Engineer may increase or decrease the amount of surface area of erodible earth material to be exposed at one time by clearing and grubbing, excavation, borrow and fill operations as determined by his analysis of project conditions. In the event of conflict between these requirements and pollution control laws, rules and regulations of the federal, state or local agencies, the more restrictive laws, rules, or regulations shall apply. Silt fence shall be inspected during storm events, after each rainfall of one-inch magnitude or greater, prior to weekends, and prior to any forecasted storm events. ITEM #210000A 132-100 sr2/1140 Damage to silt fence shall be repaired immediately upon discovery and not more than 4 hours from time of observed damage. In the event that temporary erosion and pollution control measures are required due to the Contractor's negligence, carelessness, or failure to install permanent controls as a part of the work as scheduled, and are ordered by the Engineer, such work shall be performed by the Contractor at his own expense. It is also the Contractor's responsibility to maintain the placement of hay bales and silt fences, remove silt from ditches and culverts and to repair any erosion of ditches and slopes. In case of repeated failures on the part of the Contractor to control erosion, pollution, and/or siltation, the Engineer reserves the right to employ outside assistance or to use his own forces to provide the necessary corrective measures. Such incurred direct cost plus project engineering costs will be charged to the Contractor and appropriate deductions made from the Contractor's monthly progress payment. Any erosion, siltation or general damage resulting from neglect by the Contractor to undertake temporary and permanent erosion control measures as required or directed shall result in the responsibility of the Contractor to correct the areas as determined by the Engineer. Temporary pollution control may include construction work outside the project limits where such work is necessary as a result of utility installations and equipment storage sites. The erosion control features installed by the Contractor shall be acceptably maintained by the Contractor. This work shall also include the construction and maintenance of the three temporary sedimentation basins as shown on the plans, including the cost of all excavation, riprap, crushed stone, filter fabric, and other work incidental to completing and maintaining these basins. Attached is a Site Checklist for Erosion and Sedimentation Controls" which will be used by the Town during routine site visits to assure compliance with approved site plans. This checklist is provided for the Contractor's information. 132-100 ITEM #210000A sr2/1140 ITEM #971001A - MAINTENANCE AND PROTECTION OF TRAFFIC Article 9.71.01 - Description is supplemented by the following: The Contractor shall maintain and protect traffic as follows and as limited in the Special Provision "Prosecution and Progress:" The Contractor shall submit for approval a schedule showing a proposed sequence of operations and a compatible method of maintaining traffic in general conformance with Traffic Controls in Construction and Maintenance Work Zones, Field Function, Volume II, U.S.D.O.T. The Contractor shall not proceed with any work within street or highway rights-of-way until approval of the accepted Maintenance of Traffic Schedule has been issued in writing by the Engineer. The Contractor shall maintain access to all properties adjacent to the work areas and shall conform to the Limitation of Operations in the Special Provisions. When the Contractor is affecting traffic operations at the intersection of Deming Street and Buckland Road, he shall provide traffic personnel (Town Police Officers) as required by Police Services to direct traffic. Buckland Road The Contractor shall maintain and protect at least one lane of traffic in each direction on a paved travelpath not less than eleven (11) feet in width. Where turn lanes exist, the Contractor shall provide an additional ten (10) foot paved travelpath to be used for left or right turning vehicles only. This additional ten (10) foot travelpath shall be at least 150 feet long and shall end at the stop bar. It should be implemented such that sufficient storage, taper length and turning radius are provided. Excepted therefrom will be those non peak periods when approved by the Engineer, as outlined in Section 1.08, when the Contractor is actively working, at which time he shall maintain and protect at least an alternating one-way traffic operation on a paved travelpath not less than twelve (12) feet in width. Flagman and/or Police Officers will be used to direct traffic at all times when alternating one-way traffic is in effect. The number of flagmen and/or Police Officers is to be determined by Police Services. All Other Side Roads and Drives The Contractor shall maintain and protect a minimum of one lane of alternating one-way traffic on a travelpath not less than twelve (12) feet in width. Article 9.71.03 - Construction Method is supplemented by the following: The Contractor shall install the Final Markings within two (2) day's of the installation of final course of pavement. If this cannot be accomplished, 132-100 ITEM #971001A mh3/989 the Contractor shall install temporary continuous center line markings; and skip lines consisting of four (4) foot by four (4) inch wide reflectorized preformed plastic strips, every forty (40) feet on the final course of pavement. The Contractor shall remove, and properly dispose of the temporary markings just prior to the actual application of the final markings. No separate price shall be paid for providing, installing and removing the temporary markings but shall be included in the contract lump sum price for "Maintenance and Protection of Traffic". During roadway excavation adjacent to the travelpaths, the Contractor shall provide a three-foot shoulder between the work area and travel lanes with traffic drums spaced every 50 feet within the three-foot shoulder area. At the end of the work day, the Contractor shall provide a traversable slope with the work area adjacent to the three-foot shoulder area. Allowable Adjustment of Signs and Devices shown on Traffic Control Patterns The Traffic control plans and patterns contained herewithin indicate the locations and spacings of signs and devices under ideal conditions. It is desirable to have signs and devices installed as shown thereon. Adjustments to these standard signing plans and patterns shall be made only at the direction of the Engineer. The signing patterns are to be installed, as directed by the Engineer, to consider abutting properties, driveways, side roads and the vertical and horizontal curvature of the roadway. If adjustments are made to these standard signing patterns, the adjustments shall always be to improve the visibility of the signing and devices and to better control traffic. The Engineer may require that the signing pattern be located significantly in advance of the construction work site, in order to provide better sign line to the signing and safer traffic operations through the work zone. The Engineer may require a "Buffer Space" in advance of the work area. the Buffer Space should extend from the end of the transition taper to the beginning of the work zone and should be free of equipment, workers, materials, and parked vehicles. The Engineer may order the spacing between signs and devices to be increased or decreased as conditions dictate. Taper lengths may be reduced by the Engineer to a minimum of: Length = (speed limit) x (lateral shift) for speed limits greater than 40 mph, and to a minimum of; 132-100 ITEM #971001A mh3/989 Length = (speed limit) x (speed limit) x (lateral shift) 60 for speed limits of 40 mph or less. Any adjustments in the signing patterns installed for traffic control shall be done by the Contractor's forces and shall be at no extra cost to the State. Additional signs or devices that may be required by the Engineer will be paid at he contract unit price for the item involved. 132-100 ITEM #971001A mh3/989 �tp.NN Sew,<� jC., a 710_wfn C/! Saum V&U&ot r J E wG 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 �floso..CO�a AREA CODE 203/644-2511 December 27 , 1991 Mrs . Elizabeth A. Warren D �� Chairman - IWA/CC South Windsor Town Hall 1540 Sullivan Avenue JAN 7 1992 South Windsor, CT 06074 South Windsor Dear Mrs . Warren: INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Subject: Permit #91-24W Reconstruction of Buckland Road State Project 132-100 Many of the conditions of the November 4, 1991 approval letter for the subject project required a response, which are listed below: 1 . Condition #6: The Town Engineer is listed as the contact person on the design plans with address and telephone number provided. 2 . Condition #7: The DOT letter addressing the pavement design is attached. In addition, boring logs for the project are included as part of the design plans (sheet 9 ) . 3 . Condition #8: This information was submitted during the application process . 4 . Condition #9: There are no detention basins proposed for the subject project. Sedimentation basin locations and standard details are shown on the design plans . 5 . Condition #10: The standard detail for sedimentation basin construction is shown on sheet 44 . 6 . Condition #11: The construction phasing is noted in the Special Provisions section 1 . 08 of the contract documents; a copy of which is attached for the Commission's review. . 7 . Condition #12: The E & S plans call for sedimentation basins, hay bales and silt fencing consistent with the SCS Guidelines to mitigate any deleterious wetland and/or downstream effects . Should a blowout of any of the E & S measures occur, corrective and restoration measures are to commence immediately upon discovery of said problem and are to be completed as soon as practicable thereafter. It is difficult to establish a definitive time line unless a specific scenario is depicted. It is important to note that restoration measures, if a blowout occurred, would commence immediately and would be under the review of the Zoning/Wetlands Enforcement Officer. Mrs . Elizabeth A. Warren Chairman - IWA/CC December 27, 1991 Page 2 8 . Condition #13: The placement of the various E & S control measures, as shown on the plans, along with the proposed construction phasing and the stabilization of disturbed areas will provide for mitigation of potential erosion and sedimentation migration. 9 . Condition #14: The design plans call for the placement of a catch basin on the north side of Deming Street. 10 . Condition #15: Modification to existing wetlands were shown on plans submitted during the application process . 11 . Condition #16: The Town will comply with the intent of the "Guidelines for Soil Erosion and Sediment Control--CT" . We trust that the above responses satisfactorily address the outstanding concerns of the Commission. Very truly yours, Michael J. lTanCick, P.E. Director of Public Works MJG:bmr Attachments cc: Jean E. Zurbrigen, Town Manager Jerry Iazzetta, Town Engineer John E. McCahill, Zoning/Wetlands Enforcement Officer r Toaa� ap Sau.� ?P c � c. w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 l�OsOR-CO AREA CODE 203/644-2511 March 10, 1992 Michael J. Gantick, Director of Public Works Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Mr. Gantick: Re: Application #91-24W, Reconstruction of Buckland Road At the March 9, 1992 regular meeting of the Inland Wetlands Agency/Conservation Commission the Agency approved a motion to, "lift approval condition #13 from the approval letter dated November 4, 1991 and to accept, from the Town, the response letter dated December 27, 1991". Very truly yours, Elizabeth A. Warren Chairman EAW/pmm cc: Town Manager Town Engineer Zoning/Wetlands Enforcement Officer q0W N SFA U Tiov n ap sla+ ?40&U&Ot w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 . OR-CO AREA CODE 203/644-2511 Septembe , 1� EP 2 3 1994 .� a r Ms . Elizabeth A. Warren, Chairperson M Inland Wetlands Agency/Conservation Commission Town of South Windsor 1540 Sullivan Avenue ` South Windsor, CT 06074 Dear Ms . Warren: Subject: Expiration of Permit 91-24W Buckland Road Reconstruction By this letter, please be advised that the subject project will be completed prior to the expiration date of the subject permit. Therefore, the Town will not seek an extension of said permit. We wish to thank the Commission for both its support and input on this critical infrastructure improvement project. Very truly yours, Director of Public Works MJG:bmr cc: John McCahill, Zoning/Wetlands Enforcement Officer Jerry Iazzetta, Town Engineer .(AWN Sfq a 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR•CO AREA CODE 203/644-2511 tires• >� April 12, 1§94 RECEi x .L APR 1 7 1996 Jerry C. Iazzetta, Town Engineer Town of South Windsor 1540 Sullivan Avenue v b South Windsor, CT 06074 Dear Mr. Iazzetta: Re: Buckland Road Reconstruction At the April 5, 1995 regular meeting of the the Inland Wetlands Agency/ Conservation Commission, John Samsel of 304 Abbe Road Extension, expressed his concerns about the recently constructed storm system on Buckland Road. He stated that it appeared that the catch basins do not have sumps, thus allowing sand and other matter to pass directly through the system into the nearby watercourse and pond on property located at 435-465 Buckland Road. He also expressed a concern about oil, anti-freeze, gas, etc. from the road surface passing through the systems unchecked. The Commission would appreciate it if you would look into this matter and inform us of your findings. The Commission would like to know if it had been constructed in accordance with the approved plans; and what safeguards are in place regrading the concerns mentioned. Thank you for your attention to this matter. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMM�IS,SIION Elizabeth A. Warren, Chairman EAW/pmm / (�, OVA cc: John Samsel 4�4 Zoning/Wetlands Enforcement Officer �Oeo.(!W4A. i4#WA Director of Planning IWA/CC , S 4119 Y i x Town 0-ps-Qth Vt 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �Gr�oSOR-CO �� AREA CODE 203/644-2511 May 3, 1995 Ms. Elizabeth A. Warren, Chairman Inland Wetland Agency/Conservation Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: BUCKLAND ROAD RECONSTRUCTION Dear Ms. Warren: We have reviewed your letter of April 12, 1995 concerning the Buckland Road Reconstruction project- specifically the storm water system that was installed. The storm water system was originally designed by Keyes Associates. As part of the construction requirements, a Storm Water Permit Application had to be made to the State of Connecticut Department of Environmental Protection. As part of that application, permit drawings,were made by Megson_and Heagle which modified the original design made by Keyes Associates. R This design complied with the DEP requirements for erosion measures. One of the modifications-.was-for'a sedimentation basin to be installed on the south side of the culvert located between Deming Street and Route 30. This was to take all of the storm water south of:the.culvert, prior to it being discharged into the culvert. :An inspection of this structure was-made on May 2, 1995 and indicated that the structure was installed as designed.. Minimum sediment-was noticed within:the sumps of the structure. To answer your questions;yes, the storm water system was installed in accordance with the approved plans,_ and sedimentation structures-.were installed-as safeguards. . If you have any other questions or concerns,.please advise. Very truly yours, J rry C. la zetta, own Engineer JC11jsv cc: John Samsel Zoning/Wetlands Enforcement Officer Marcia A. Banach, Director. of Planning IWAfCC c9l.SY '7 j 7b�� , Q{r,> INTERMEDIATE RIPRAP PAD ` SILT FENCE (TYP) 12 - =_ -tot nlct, � i F R U pM i; i 1 C