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HomeMy WebLinkAbout21-40P SW Stone and Landscape Supply LLCTOWN OF SOUTH WINDSOR PLANNING & ZONING COMMISSION APPLICATION FORM Application Number: Official Receipt Date: Munis Application #: APPLICANT: South Windsor Stone & Landscape Supply, LLC PROJECT NAME: South Windsor Stone & Landscape Supply, LLC COMPLETE LOCATION OF PROPERTY: 287 Strong Road and 275 Strong Road OWNER OF RECORD ON LAND RECORDS: 287 Strong Road LLC and 275 Strong Road LLC OWNER ADDRESS: 724 Strong Road, South Windsor, CT 06074 GIS PIN # 87000287 ZONE I NAME, ADDRESS, TELEPHONE & EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Glen Martin, Design Professionals, Inc., 21 Jeffrey Drive, South Windsor CT (860) 291-8755; glen.martin@designprofessionalsinc.com ted presentation time: 15 THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision ❑✓ Special Exception to Table 4,1.1A ❑✓ Site Plan of Development ❑ New (Public Hearing and Certificate of Mailing Required) ❑ Modification Building(s) Sq Ft ❑ General Plan of Development ❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision - Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit (Public Hearing Required) for ❑ Temporary and Conditional Permit Renewal for ❑ Detached In Law Apartment or ❑ Accessory Apartment (Public Hearing and Certificate of Mailing Required) ❑ Major Home Occupation (Certificate of Mailing Required) for ❑ Other (explain in detail) PLEASE NOTE: An Application Pending Sign is required to be ten (10 ) days.Prior to being heard by the Commission. Sign�of p licant ignatur of Print Name of Applicant Print Name of d on the property for all applications 7; Owner Revised 1/9/2017 Sound Study South Windsor Stone & Landscape Supply 287 Strong Road South Windsor, CT DPI Project No. 2646 Prepared by: Design Professionals, Inc. 425 Sullivan Avenue South Windsor, CT 06074 September 20, 2013 Table of Contents section Introduction Procedure Findings Appendices A Map B Sound data C Sound meter information D Town of South Windsor Noise Pollution Control Ordinance Introduction The purpose of this sound study is to outline our findings of sound emissions from business operations at South Windsor Stone & Landscape Supply, LLC located at 287 Strong Road (the site). Measurements were conducted during the morning hours of Friday, September 20u', 2013. The objective was to determine if emitted sound from the site was in conformance with the Town of South Windsor's Noise Pollution Control Ordinance (Town ordinance). During daytime hours, Town ordinance restricts noise above 61 decibels from industrial uses upon residential property. In the case where background noise exceeds 61 decibels, the industrial use shall not exceed the background noise levels by 5 decibels. The Town ordinance refers to The Connecticut Department of Environmental Protection's "Connecticut Regulations for the Control of Noise". The Town ordinance also restricts impulse sounds generated from emitter's sites to no more than 100 decibels upon residential properties during daytime hours. The ordinance defines impulse noise as "a sound of short duration, usually less than one second, with an abrupt onset and rapid decay, where said sound is not repetitive". Sound measurements were taken using a Sper Scientific sound meter, model number 850013. The instrument was calibrated per ANSI/NCSL Z540-1, and ISO/IEC 17025 standards by Sper Scientific on May 29, 2013. All sound measurements reported herein are in decibels at the `A' weighted scale. Refer to Appendix C for sound meter information. Sound measurements were conducted in conformance with the "American National Standard's Quantities and Procedures for Description and Measurement of Environmental Sound — Part 3: Short-term Measurements with an Observer Present" guidelines as published by ANSUASA S 12.9-2013/Part 3. Procedure: Design Professional's engineer, Andrew Krar, P.E., conducted sound measurements at three locations on residential properties adjacent to the site. The weather was clear, in the low 60's, and negligible wind. The three sound measurement locations are listed below. Refer to the map presented as Apprendix A: • Front yard of 290 Strong Road (brick house), adjacent to the road and across the street from the site. • Front yard of 306 Strong Road, adjacent to the road. • West side yard of 307 Strong Road, adjacent to the CL&P Sound measurements were conducted at each location during both background and combined noise conditions for approximately 10 minutes. The Town of South Windsor's Zoning Enforcement Officer, Pam Oliva accompanied Mr. Krar during all the measurements. Michele Lipe and Peter DeMallie were also present during portions of the measurements. Background Sound: The Town of South Windsor's Noise Pollution Control Ordinance defines background noise as "noise which exists at a point as a result of a combination of many distant sources individually indistinguishable". The Connecticut Department of Environmental Protection (now CT DEEP) further defines background noise statistically as the noise level which is exceeded 90% of the time (L%), in which the measurement is taken. During the background sound measurements, no operations were taking place at the site. Both the payloader and soil screener were fumed off. The only audible sounds emanating from the site were sounds coming from occasional vehicles turning into and out of the driveway. CombinedSound: During recording of the combined sound measurements, operations at South Windsor Stone & Landscape Supply were ongoing. The prominent sound sources generated from the site consisted of the following: Soil screener • Payloader transferring topsoil from a stockpile to the soil screener Payloader's backup alarm Occasional dump track unloading material to a pile One instance of the payloader dumping stone into a customer's pickup truck Findings Results demonstrate that the sound emitted from South Windsor Stone & Landscape Supply is in conformance with the Town's ordinance. The readings recorded and observed during the investigation are summarized below and are presented in full as Appendix B: Location Condition Decibels site #1 Background 48.0 (Lys) 290 Strong Rd. Combined 54.9 (Average) Site #2 Background 47.3 (Lys) 306 Strong Rd. Combined 57.0 (Average) Site #3 Background 45.9 (Lys) 307 Strong Rd. Combined 52.3 (Average) No impulse sounds in excess of 100 decibels were measured or recorded during any of the sound measurements at any time, from any source. Further findings of impulse sounds are presented below: • The loudest measured impulse sound was 87.4 decibels. (Truck driving by on Strong Road unrelated to site, while meter was positioned in front yard of 290 Strong Road). • Loudest measured sound while a dump truck was unloading material on the site was 62.3 decibels. This measurement was taken in front of 306 Strong Road. o Loudest measured sound while the payloader was dumping stone into a customer's pickup truck was 68.7 decibels. This measurement was taken in the west side yard of 307 Strong Road. It is noted herein that noise levels generated from South Windsor Stone & Landscape Supply's payloader backup alarm were incorporated into the combined sound measurements. Under section 3d of the Town's ordinance, reference is made regarding sound sources that are excluded from the ordinance. The section refers to the Connecticut Department of Environmental Protection's Regulation for the Control of Noise, sections 22a-69-1.7-1.8. It states that sound created by safety and protective devices do not apply to the regulations. The inclusion of the sound associated with the payloader's backup alarm was done for purposes of conservative approach and simplicity. Appendix A MAP Appendix B SOUND DATA Date: June 20, 2013 Location: Sound measurement location #1(driveway of brick house( General Condition: Background sound (nothing operating at site) Weather: Sunny, 60` F, negligible wind Atmosheric pressure = 30-W mercury Humidity =85% Start Time: 9/20/2013 9:03:43 AM Sampling Rate: 1 second Data No: 614 Avg.: 55.4 Lau = 48.0 Maximum: 86.1 @ 9:13:39 AM Minimum: 45.9@ 9:10:45 AM Operator Notes: ^ Ew e9 VV Sry an.�i erc��T . ar r, u J 1 abol .nR 3a tWW .`k T oe v5 y+31 Ss Vo 9n2 Yv 1 rt VS q.{ T RP T.wK � B•ckgrov�6- m eve+i L 5� 3T n.' nas ope�•b +g t,io al c.ev.n 9. 51 a T,. 9 Sf a5 .-e Start Time: 9,38:34 AM Sampling Rate: 1 second Data No: 615 Avg.: 49.8 L, = 45.9 Maximum: 71.3 @ 9:39:40 AM Minimum: 441 @ 9:41:49 AM Operator Notes: v Ky.,,_V 91d��i3 I,. I ILO, Tf' f�wR a U�d �+tc 9�ai aG 9we1 cUP e.:crh a +i9s +^14 i •i]:5 wrt lwa ply �ap'1 9")3t T,y 1WN okk 9Y5 �! TMa4 trI.M .S SVSTS +Y'l[�tw.Y lnY s/IK 9 vt9 -e �y«k 19Tn Trvcw 1'n flT�^ Lku Mre4 Start Time: 10:34:33 AM Sampling Rate: 1 second Data No: 761 Avg.: 54.9 % tile associated with 61 DbA = 92 Maximum: 76.3 @ 10:39:51 AM (Car passing while payloader was in reverse) Minimum: 47.4 @ 10:45:42 AM Operator Notes: B L:m tam+ BI Be. Bu .B ,o BUt- n� mvV.aY� rH[ Start Time: 10:19:55 AM Sampling Rate: 1 second Data No: 705 Avg.: 57.0 % tile associated with 61 DbA = 81 Maximum: 87.4 @ 10:25:25 AM (Truck drive by) Minimum: 50.7 @ 10:28:17 AM Loudest recording while dump truck was dumping 8 no vehicle drive by = 62.3 �_�aa i+r Vil' _ _ � t 'l Mm r1"r. .. .. w t. Li oi�7>xl yM �rlry w lwN NA . al'~� fh.! un by 14yFri 1 ne SL/ •'. HVlby PIVf w 11d a 'ay x wll R{ hf oe av � npyL M� on ul r.. .a cea Date: June 20, 2013 Location: Sound measurement location N3 (CL&P driveway) General Condition: Combined sound (payloader & screener operating) Weather: Sunny, 60' F, negligible wind Atmosheric pressure = 30.06" mercury Humidity =85% 130 Ool.4GAIA 8....1._.y. 1$0 - .. .... ....j...... .p........p -- .......1 ... 100 .i...__._i...------- :......... _......... i-...-.....i......... ._------ ---------- ---------- --- --- ... .. 4 . ..p ---- ---------- 1 ..... -¢ - ... j---- . .i.....i.......... ...................... .. 10 .:........ : ..:.......-------- :.......... :-------- ..:. _.__ _ _ ... ... .. 80 y.... .-_y..-..__5...._. 4-........p__.....i_-.._...i.._.__j......-- i..... _.1--- -- --.--- -- -- '. ------ p......... j........ 40 .:.------- ...... ..._------ _._--------- .---------- --------- "--------- 4---------- .. _ ... . --------- ...--- ---------- Start Time: 10:01:46 AM Sampling Rate: 1 second Data No: 846 Avg.: 52.3 % file associated with 61 DbA = 99 Maximum: 68.7 @ 10:09:48 AM (Payloader dumping stone in customer's pick up truck Minimum: 47.5 @ 10:07:55 AM Loudest recording while dump truck was dumping = 61.3 Ooerator Notes: w� uaV W ar wN M1 - %i_ 4ma ao R/NI f� uL E��i b> yef Appendix C SOUND METER INFORMATION SPER SCIENTIFICUD, Enviranmentai Measurement instruments CERTIFICATE OF CALIBRATION Sper Scientific certifies that the instrument listed above meets the specifications of the manufactureand has been calibrated in a controlled environment at 94.0 d8 SPL, single point with a I kHz frequency using an instrument which is traceable to the U. S. National Institute of Standards and Technology. This acoustic calibrator has been calibrated using standards with values traceable to the National Institute of Standards and Technology . The calibration of this standard was accomplished using a test system which conforms with the requirement of ANSUNCSL Z540 -1, ISOAEC 17025, and the guidelines of ISO 1002- 1, Tmcc Number 1-312603381-308,1-312603381-101 and I-302105133-301. Reported values represent expended uncertainties expressed at approximately 95%confidence level using a coverage favor of K =2.supporting documentation relative to traceability is on file at this office, and is available for examination upon request. (Uncertainties of the standards : Acoustic output level - 0. 12d8 , Output Frequency- 100 ppm ) Note: acoustical calibration uses an acoustical signal u 1000Hz, 94,112. It is normal, if the reading after calibration varies t 0.2 d8 from the Acoustical Test Report, due to the different conditions and temp. N/K Sper 8281 EAST EVANS RD. SUITE 9103. SCOTTSDALE, AZ 85260 - P 480 948 4448 - c. 480.967.8736 • SPERSCIENTIFIC. COM i Appendix D TOWN Of SOUTH WINDSOR NOISE POLLUTION CONTROL ORDINANCE 43 l ORDINANCE #145 �j NOISE POLLUTION CONTROL ORDINANCE 1. 'PURPOSE The policy of the State of Connecticut under Connecticut General Statutes, Section 22a-67 is to promote an environment free from noise that jeopardizes the health and welfare of the citizens of the State of Connecticut. To that end, the purpose of this Ordinance is to establish a means for effective enforcement of a noise pollution standard. Further, the Connecticut Legislature has found, and the South Windsor Town Council finds and declares that: (a) excessive noise is a serious hazard to the health, welfare and quality of life of the citizens of the State of Connecticut and the Town of South Windsor; (b) exposure to certain levels of noise can result in physiological, psychological and economic damage; (c) a substantial body of science and technology exists by which excessive noise may be substantially abated; (d) the primary responsibility for control of noise rests with the State and Towns thereof; (e) each person has a right to an environment free from excessive noise that may jeopardize their health, safety or welfare. 2. DEFINITIONS For the purposes of this Ordinance, the following definitions shall apply: Background Noise: Shall mean noise which exists at a point as a result of a combination of many distant sources individually indistinguishable. Daytime Hours: Shall mean the hours between 7:00 a.m. and 8:00 p.m. on every day but Sunday and the hours of 9:00 a.m. through 8:00 p.m. on Sundays. Decibel: Shall mean a unit of measurement of the sound level. 44 Impulse Noise: Shall mean a sound of short duration, usually less than one second, with an abrupt onset and rapid decay, where said sound is not J repetitive. Nighttime Hours: Shall mean the hours between 8:00 p.m. and 7:00 a.m. each day from Sunday evening through Saturday morning except that night shall mean the hours between 8:00 p.m. Saturday and 9:00 a.m. Sunday. Noise Level: Shall mean the sound pressure level measured with a sound level meter using the A -weighting network. The level so read is designated dBa(A) or dBA Noise Control Officer: Shall mean the individual so designated by the Town Manager as the person responsible to enforce this Ordinance and report to the Town Manager regarding violations and/or non-compliance with the Ordinance. 3. PERFORMANCE STANDARDS It shall be the responsibility of the designated Noise Control Officer to enforce all aspects of this Ordinance, including the following: \ (a) No noise shall be emitted beyond the boundaries of a lot or parcel in excess of the noise levels established in these regulations; (b) Noise emitted from Commercial and Industrial zones beyond the boundary of the lot or parcel shall not exceed the levels stated herein as to the respective adjacent Residential, Commercial or Industrial Zones: Emitter's Zone Receptor's Zone Industrial Commercial Residential/Dav Residential/Night Commercial: 62dBA 62dBA 55dBA 45dBA Industrial: 70dBA 66dBA 61dBA 51dBA The above levels represent the current levels adopted by the State of Connecticut. If the State of Connecticut changes its levels in the future, the levels of this Ordinance will automatically be changed to correspond with the Or. new State levels. Measurements shall be taken at several different points located beyond the boundary of the emitter's lot or parcel in various locations throughout the receptor parcel or parcels in an attempt to locate the loudest noise level emitted; (c) High background noise levels and impulse noise are those individual cases where the background noise levels caused by sources not subject to this Ordinance exceeds the standards contained herein. A source shall be considered to cause excessive noise if the noise emitted by such source exceeds the background noise levels by 5dBA, provided that no source subject to the provisions of this Ordinance shall emit noise in excess of 80dBA at any time; and provided that this section does not decrease the permissible levels of other sections of this Ordinance. Further, no impulse noise shall be caused or allowed in excess of 80dB peak sound pressure level during the nighttime hours to any residential zone or use and the emission of impulse noise shall not be caused or allowed in excess of 100dB peak sound pressure level at any time to any zone or use; and (d) Exclusions and exceptions shall be in accordance with regulations of the Connecticut Department of Environmental Protection, Sections 22a-69- 1.7-1.8. ( ) 4. SPECIFIC PROHIBITIONS (a) The operation of lawnmowers, leaf blowers, snow blowers, tractors, chain saws or other machinery powered by an internal combustion engine between the hours of 8:00 p.m. and 8:00 a.m.,.except during the 24-hour period immediately following a snowfall or other weather -related emergency. (b) The following activities and uses shall be exempt from the noise level ordinance: (1) Noises resulting from any authorized emergency vehicle when responding to an emergency call or acting in time of emergency; and (2) Noises emanating from municipal vehicles, such as snow plows, garbage trucks, emergency road trucks and :other emergency vehicles. -3- 46 5. DETERMINATION OF OFFENSE The standards which shall be considered by the Noise Control Officer in determining whether a violation of this Ordinance exists shall include, but shall not be limited to, the following: (a) The level of noise; (b) Whether the origin of the noise is natural or unnatural; (c) The background noise level, if any; (d) The zoning of the area from which the noise is emitted and the zoning of the area within which the noise is received; (e) The time of day or night the noise occurs; (t) The duration of the noise; and (g) The day of the week, or holiday, on which the noise occurs. 6. APPLICATION FOR TEMPORARY VARIANCE (a) Any person residing or doing business in South Windsor may apply to the Town Manager for a temporary variance from one or more of the provisions of this article if they are more stringent than the Connecticut Department of Environmental Protection's regulations for the control of noise, provided that the applicant supplies all of the following information to the Town Manager at least twenty (20) days prior to the state of said activity: (1) The location and nature of activity; (2) The time period and hours of operation of said activity; (3) The nature and intensity of the noise that will be generated; (4) A plan to be implemented which will correct the noise problem requiring the temporary variance; and _ -4- 4: l (5) Any other information required by the Town Manager. (b) No variance from these regulations shall be issued unless it has been demonstrated that: (1) The proposed activity will not violate any provisions of the Connecticut Department of Environmental Protection regulations; (2) The noise levels generated by the proposed activity will not constitute danger to the public health; and (3) Compliance with this article constitutes an unreasonable hardship on the applicant. (c) The application for variance shall be reviewed and either approved or rejected at least five (5) days prior to the proposed start of said activity. The approval or rejection shall be in writing and shall stated the condition of approval, if any, or the masons for rejection. (d) Failure to rule on the application in the designated time shall constitute approval of the temporary variance. 7.. PENALTIES FOR OFFENSE Any person or business violating any of the provisions of this Ordinance shall be deemed guilty of a municipal violation punishable by a fine in an amount of ninety-nine dollars ($99). Each day such violation is committed or permitted to continue shall constitute a separate offense and shall be punishable as such hereunder. S. SEVERABILITY All provisions of the Zoning Regulations of the Town of South Windsor which are more stringent than those set forth herein, shall remain in force. If, for any reason, any word, clause, paragraph, or section of this Ordinance shall be held to make the same unconstitutional or superceded by any State law or regulation, this Ordinance shall not thereby be invalidated and the remainder of the Ordinance shall continue in effect. C ) -5- Approved at a Regular Meeting of the Town Council of the Town of. South Windsor, December 15, 1997. 5[G NOTICE Notice is hereby given that the follovnng ordinance for the Town of South Windsor was duly adopted at the Regular Meeting of the South Windsor Town Council on December 15. 1997. ORDINANCE #145 .'NOISE POLLUTION CONTROL ORDINANCE" Dared at South Windsor, CT this 18th day of December, 1997. Attest: Gretchen E. Bi.kfoul 1 - � Assistant Town Clark ATTEST- 4'see'— a T. Ruras Town Clerk Journal kpuirer Dscerrmber 19.1997 This Ordinance shall become effective ten (10) days after publication in a newspaper having a circulation in the Town of South Windsor. Sound Study Amendment The purpose of this sound study amendment is to update the sound measurements taken September 20, 2013. The new measurements were conducted during the afternoon of Tuesday, September 21, 2021. The objective was to determine if emitted sound from the topsoil screener in operation was in conformance with the Town of South Windsor’s Noise Pollution Control Ordinance (Town ordinance). During daytime hours, Town ordinance restricts noise above 61 decibels from industrial uses upon residential property. In the case where background noise exceeds 61 decibels, the industrial use shall not exceed the background noise levels by 5 decibels. The Town ordinance refers to The Connecticut Department of Environmental Protection’s “Connecticut Regulations for the Control of Noise”. The Town ordinance also restricts impulse sounds generated from emitter’s sites to no more than 100 decibels upon residential properties during daytime hours. The ordinance defines impulse noise as “a sound of short duration, usually less than one second, with an abrupt onset and rapid decay, where said sound is not repetitive”. Sound measurements were taken using a Sper Scientific sound meter, model number 850013. The instrument was calibrated per ANSI/NCSL Z540-1, and ISO/IEC 17025 standards by Sper Scientific on September 9, 2021. The certification of calibration is included as Appendix A of this report. All sound measurements reported herein are in decibels at the ‘A’ weighted scale. Procedure: Sound measurements were conducted at the current screener location behind Redland Brick. The weather was partly cloudy, in the low 70’s, and negligible wind. The three sound measurement locations are listed below. • 184’, 272’ and 320’ from the screener, replicating the distances that were used in the previous sound study conducted at the residential properties abutting South Windsor Stone & Landscape Supply at 287 Strong Road. Sound measurements were conducted at each location for approximately 10 minutes. Operational Sound: During recording of the sound measurements, the operation of the screener was ongoing. The prominent sound sources generated from the site consisted of the following: • Soil screener • Payloader transferring topsoil from a stockpile to the soil screener • Payloader loading a truck Findings The readings recorded and observed during the investigation are summarized below and are presented in full as Appendix B: Location Condition Decibels Site #1 Screener and loader in operation 56.30 (L90) 184’ from screener 53.0 (Average) Site #2 Screener and loader in operation 54.9 (L90) 272’ from screener. 52.2 (Average) Site #3 Screener and loader in operation 53.9 (L90) 320’ from screener 51.7 (Average) Results demonstrate that the sound emitted from the screener operation is in conformance with the Town’s ordinance. No impulse sounds in excess of 100 decibels were measured or recorded during any of the sound measurements at any time, from any source. Further findings of impulse sounds observed at each reading location are presented below: Site 1 • 5 impulse sounds exceeding 61 decibels were recorded over the course of the 10-minute measurement window. These sounds were related to the loading of the screener. None of the 5 impulse noises exceeded 100 decibels. All impulse sounds lasted for a duration of ~1 second. Site 2 • No impulse sounds over 61 decibels were recorded at this location. Site 3 • 4 impulse sounds exceeding 61 decibels were recorded over the course of the 10-minute measurement window. These sounds were related to the loading of the screener. None of the 4 impulse noises exceeded 100 decibels. All impulse sounds lasted for a duration of ~1 second. It is our opinion that the noise emitted from the screener during operation is consistent with observations reported in our 2013 sound study. Therefore, we expect if the screener were to be relocated to the proposed location at 287 Strong Road, it would operate at similar sound levels to those reported in 2013. Appendix A Certification Of Calibration Appendix B Sound Data Date: September 21, 2021 Location: Sound measurement location #1 – 184’ from screener at soil pit General Condition: Operation sound – Loader and screener in operation Weather: Partly Cloudy, 70° F, negligible wind Atmosheric pressure = 30.36” mercury Humidity = 62% Start Time: 9/21/2021 12:47:49 PM Sampling Rate: 1 second Data No: 616 Avg.: 53.0 L90 = 56.30 Maximum: 63.0@ 12:57:57 PM 5 impulse sounds over 61 DbA Minimum: 48.3@ 12:54:58 PM Operator’s Notes: Time: Event: 12:47:49 Start – screener and loader in operation 12:49:10 Loader dump into screener 12:50:15 Loader dump into screener 12:54:40 Loader approaching screener 12:54:48 Loader dump into screener 12:56:06 Loader approaching screener 12:56:20 Loader dump into screener 12:57:33 Loader approaching screener 12:57:48 Loader dump into screener Date: September 21, 2021 Location: Sound measurement location #2 – 272’ from screener at soil pit General Condition: Operation sound – Loader and screener in operation Weather: Partly Cloudy, 70° F, negligible wind Atmosheric pressure = 30.36” mercury Humidity = 62% Start Time: 9/21/2021 1:15.34 PM Sampling Rate: 1 second DataNo: 647 Avg.: 52.2 L90 = 54.9 Maximum: 60.7 @ 1:17:06 PM No Impulse sounds over 61 Dba Minimum: 48.3 @ 1:20:41 PM Operator’s Notes: Time: Event: 13:15:34 Start – screener and loader in operation 13:16:00 Loader at screener 13:16:41 Loader at stockpile 13:17:15 Loader at screener 13:18:30 Loader backing up 13:19:39 Loader at screener 13:21:52 Loader at screener 13:22:00 Loader at screener 13:24:24 Bucket noise at screener 13:24:50 Loader at stockpile Date: September 21, 2021 Location: Sound measurement location #3 – 320’ from screener at soil pit General Condition: Operation sound – Loader and screener in operation Weather: Partly Cloudy, 70° F, negligible wind Atmosheric pressure = 30.36” mercury Humidity = 62% Start Time: 9/21/2021 1:29:14 PM Sampling Rate: 1 second Data No: 587 L90 = 53.2 Avg.: 51.4 4 impulse sounds over 61 DbA Maximum: 62.7 @ 1:33:35 PM Minimum: 47.6 @ 1:30:04 PM Operator’s Notes: Time: Event: 13:31:09 Loader at soil stockpile 13:31:22 Loader approaching screener 13:32:48 Loader approaching screener 13:34:54 Loader loading truck 13:35:10 Loader approaching screener 13:35:51 Loader loading truck 13:36:55 Loader backing up 13:27:08 Loader loading truck 13:37:36 Loader at screener G:\jobs\2646\Docs\Applications\2021 08 Submission\Working\2646 PZC Abutter Notice.doc P.O. BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR, CT 06074 PHONE: 860.291.8755 FAX: 860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massa chusetts, & Rhode Island August 4, 2021 Re: Special Exception/Site Plan Modification South Windsor Stone & Landscape Supply, LLC 287 Strong Road South Windsor, Connecticut 06074 Dear Property Owner: In accordance with the Rules & Regulations of the South Windsor Planning and Zoning Commission, you are hereby notified that a Special Exception/Site Plan Modification application has been filed on the property abutting yours at 287 Strong Road and is subject to a hearing by the Planning and Zoning Commission. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner, 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. For further information regarding the specific date this application will be heard please contact Michele Lipe, AICP, Town Planner, at the South Windsor Planning Department at 860-644-2511, ext. 252. If you have any questions regarding the specifics of the plans, please feel free to contact our office at 860-291-8755. Thank you. Sincerely, DESIGN PROFESSIONALS, INC. Peter R. DeMallie President Cc: Town of South Windsor Client JOHN FITCH BOULEVARD (U.S. ROUTE 5)JOHN FITCH BOULEVARD (U.S. ROUTE 5)STR O N G R O A D STR O N G R O A D STRONG ROA D BUR G E S S R O A DTOMEL DRIVENUTMEG ROAD NGLE N D A L E R O A D EDW I N R O A DIDENT ROADBANCROFT LANEGORSKI DRIVESITE esign rofessionals CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS GIS ANALYSTS / LANDSCAPE ARCHITECTS 275 & 287 Strong Road South Windsor, Connecticut 21 JEFFREY DRIVE P.O. BOX 1167 SOUTH WINDSOR, CT 06074 860-291-8755 - T 860-291-8757 - F www.designprofessionalsinc.com Date: September 28, 2021 Revised: November 16, 2021 Drawn By: REM 15" CMP I N V: 70.6 ZJ ti U 2 0 U / EXISTING VEGETATION PROPOSED 8' HT. EVERGREEN SCREEN AR TRUCK/EQUIPMENT/OUTD00 STORAGE YARD SNET O \� 50L�TH y IND SOR STONE ANE) LAND SCAFE 5uFFL-T- 5CI`RF N1N5 CIF fRATIONS C/Hp EX. SMH ` \ TR74.89 LOCATED IN NV:69.67(E) p� TF.74.23 v v S NV: 70.26(NW) U7HInd GAS VENT INV:69.75(15"N) ♦S INV:70.29(15"W) ♦ `\� �N 2g0' ♦ 12•. r0 ♦ �� 275 & 287 Strong Road South Windsor, Connecticut 'Y EX. CB 'O. BOX IIG7 5GI21: 5755-1 F/ ♦q/y scum mNO R c7 Oso>a �� TCy ♦ \ TF:75.25 SCALE: o a zo w �4 �� @CIO ♦ \y Q,Gp INV:71.83(15"E) zo esign _w , 5v°,NhaB1«� r \ (Rp ♦ fX. \1 NV:71.69(15"W) gPro 2 \ U� TF• C@ \ �' ° rofessionals wk se DIr Gz 202 e:S75' vem rIG, 2021 5 TRAFFIC ENGINEERS I sxxexai INVINV-71 85(1 ") GEGx. LT.T.S LGM7y0l5E ARCHITECTS IS (/ \ t!•� S2� ♦ �� \ 6PPRTV.. SANN LAT. 75, SNET. .. IpFC MP w(g0s sr ♦ \ LAND TO BE QUIT CLAIMED TO ♦ THE TOWN OF SOUTH WINDSOR QP q<K O E Q/ ... \ T ♦ ♦ 7S c (1,914 S.F., 0.043 AC.) 41 /79g• MAP JAP ESE �/ ♦ Mp �� 46.78 \Mql 6 ♦0. H \ \ 0 �RFS 6 cG. \ I ♦ ♦ SNET EX. CB ♦ 1871 TF:77.57 73p� T, \ ♦ INV:74.74(15"E) W \ k • \ ♦ 0 INV: 74.67(15"W) . • Sl eF0 ♦ \ INV:74.71(4") 0 STONE O IT. 3S, �_rJ;:> • STONE CN C/y/T.\ \ m1,ev�f s INV:75.26(6") PAVEMENT Fy� i COLUMN • \ Q N/F / PROPOSED 8' \ BIT. \ \ ♦ ♦ EX. CB 275 STRONG ROAD, LLC HT PAVEMENT • EXTF:77.74 (VOL. 2058, PG. 255) EVERGREEN LDSCP AREA ♦ TF:78.33 �� INV:74.82(15"S) EXISTING 6' SCREEN J \ _ C ♦ INN668.69 VINYL FENCE INV:74.78(15"W) / GRAVEL AREA O<gST/c o \ 411%O SNET #219? �. ,r,• � � Tq \ O LOT LINE EXTINGUISHED EX. 8 BIN gRe0RE/jqe / GRAVEL AREA o PROPOSED 8' � BIN; Bw IN NFUCF � PRESERVE, PROTECT, & INV. \ HT. EVERGREEN ' BIN MAINTAIN EXISTING \ / / SCREEN _ —76— i N/F BIN LANDSCAPE AREA. LOT LINE TO BE \ BIN EXTINGUISHED (VOL.2STRONG ROAD, LLC GRAVEL AREA � (V2058, PG. 253) / GRAVEL AREA EXISTING BIN BIN N/F AND SHRUBS CONNECTICUT LIGHT & \ ew TO BE REMOVED CONCRETE BLOCK WALL STORAGE POWER COMPANY �e /CONC. SPAD co TER\ \ PROPOSED 8BIN AREA BIN (VOL. 73, PG. 65) MA HT. EVERGREEN \\ SCREEN BIN Bw GRAVEL AREA LP o BI BIN BIN �Q GRAVEL AR / BIN S BIN � BIN BIN BIN 1. UNSCREENED (STOCKPILE 'A') AND SCREENED R M BIN y (STOCKPILE 'B') SOIL STOCKPILES SHALL BE STRAIGHTEN E'f N GRAVEL AREA v BI" RINGED WITH HAY BALES, SILT FENCE, OR PROPOSED 8' BIN OTHER APPROPRIATE EROSION CONTROL HT. EVERGREEN MEASURES. EROSION CONTROL MEASURES SCREEN BIN SHALL PROPOSED 6' HT. STOCKPILE TEMPORARILY MOVED ONLY E FOR APPROXIMATE LOCATION OF E ACCESS DURING SCREENING TEMPORARY UNSCREENED SOIL % BIN / SOLID WHITE VINYL OPERATIONS AS NECESSARY. STOCKPILE (STOCKPILE 'A') EXISTING C' BIN FENCE 48 LF FROM TRUCK DELIVERIES STORAGE AR _. \ 12' MAX HT. 20'X20' — BIN / (SCREENER OPERATION) TO BE REMOVED BIN (RING WITH HAY BALES) APPROXIMATE LOCATION BIN \ PROPOSED 8' SCREENING OPERATION HOURS / — SEE NOTE 1 OF MOBILE MATERIAL HT. EVERGREEN BIN SCREEN N/F SCREENER/TROMMEL \ MON.—FRI 10:00 AM-2.00 PM CONNECTICUT LIGHT & BIN POWER COMPANY EXISTING BINS (5) (VOL. 1398, PG. 316) TO BE REMOVED i APPROXIMATE LOCATION OF TEMPORARY SOIL STOCKPILE (STOCKPILE 'B') SCREENED MATERIAL 12' MAX. HT. (RING WITH HAY BALES) # �� — SEE NOTE 1 Z f �U 4 SNET \ 3159 INV: 70.60 EXISTING VEGETATION i PROPOSED 8'�\ HT. EVERGREEN SCREEN W/WIRE EX. CE- \ TF:74.23 \ GAS VENT INV:69.75(15"N) INV: 70.29 (15"W) N/F 275 STRONG ROAD, LLC (VOL. 2058, PG. 255) 50L�TH y IND SOR STONE ANE) LAND 5CAfE 5uFFL-r 5CI`RF N1NC� Cif fRATi0NS \� \ EX. SMH TF:74.89 LOCATED IN INV:69.67(E) S INV:7o26(NW) 150U7H W lN:D &0 , CONNECT CUT 29p r0 VC 275 & 287 Strong Road OF1/y F�♦ `SqEX. CB /V s zo w C TF: 75.25 SCALE: o H@alp♦ ♦ -\ ,GO INV:71.83(15"E) r-zo' \ \ (,You 7Z♦ ♦ 0W) 9 j Q i INV: 72.44(6") 52�8'� ♦ /� \\I\71.85(15"S) 6APPROX.SLOC. AN SNET. .. IpLC MP Or ��� w(gOs sr♦ ;� \ LAND TO BE QUIT CLAIMED TO J q< 0 v ♦ THE TOWN OF SOUTH WINDSOR QP K F .- -� ,� T ♦ ♦ 7S'^c (1,914 S.F., 0.043 AC.) � �'� JAP ESE Q/�. Mp 0 1, 99 , VA P `0/ ��/ Mq <6 0.ES SNET \ en • SpeF 0 STONEO BIT. 3S, �_r;:> • STONE SON p�,v,p,♦ PAVEMENT f'� i COLUMN • BIT. �......... PAVEMENT • LDSCP AREA EXISTING 6' J _ VINYL FENCE GRAVEL AREA °< ° \ T C FF1vC4- \ 9, LOT LINE TO BE / `2 8' gReCR q �. EXTINGUISHED�r i 4 ' BIN GRAVEL AREA \ LIMIT OF OUTDOOR TRUCK & PROPOSED 8' \ \ STORAGE YARD HT. EVERGREEN EQUIPMENT S! SCREEN LOT LINE TO BE EXTINGUISHED / \ / GRAVEL AREA \ /DUMPSTER > \ / CONC. PAD Mo A RCP FE .32 \ / BIN" - � GRAVEL AREA APPROXIMATE LOCATION OF TEMPORARY UNSCREENED SOIL STOCKPILE (STOCKPILE 'A') / FROM TRUCK DELIVERIES 12' MAX HT. (SCREENER OPERATION) / (RING WITH HAY BALES) - SEE NOTE 1 N/F CONNECTICUT LIGHT & POWER COMPANY (VOL. 1398, PG. 316) APPROXIMATE LOCATING OF MOBILE MATERIAL SCREEN ER/TROMMEL APPROXIMATE LOCATION OF TEMPORAW SOIL STOCKPILE (STOCKPILE 'B') SCREENED MATERIAL 12' MAX. HT. (RING WITH HAY BALES) - SEE NOTE 1 Uw BIN F NFOOF � BIN BIN BIN —76— - - N/F BIN 287 STRONG ROAD, LLC BIN GRAVEL AREA (VOL. 2058, PG. 253) ♦ EX". �s ♦ TF: 78.33 68.69 PRESERVE, PROTECT, & MAINTAIN EXISTING LANDSCAPE AREA. BIN N/F CONCRETE BLOCK CONNECTICUT LIGHT & WALL STORAGE POWER COMPANY \ BIN AREA BIN (VOL. 73, PG. 65) PROPOSED 8' HT. EVERGREEN SCREEN BIN BIN LP GRAVEL AREA / O / BIN BIN AN BIN BIN 1IN BIN BIN GRAVEL AREA \ PROPOSED 8' BIN HT. EVERGREEN SCREEN BIN , BIN BIN N OTE: 1. UNSCREENED (STOCKPILE 'A') AND SCREENED (STOCKPILE 'B') SOIL STOCKPILES SHALL BE RINGED WITH HAY BALES, SILT FENCE, OR OTHER APPROPRIATE EROSION CONTROL MEASURES. EROSION CONTROL MEASURES SHALL BE TEMPORARILY MOVED ONLY FOR STOCKPILE ACCESS DURING SCREENING OPERATIONS AS NECESSARY. PROPOSED 8' SCREENING OPERATION HOURS / HT. EVERGREEN / SCREEN MON.—FRI 10:00 AM-2:00 PM ,R I South Windsor, Connecticut 21 ,EFFREY VF PO BOX 1167 5O h MNOSOR L OGC'e 860.291 9i esign 8'°29 ` rofessionals 5�, °F k. �E"L,-ems T0..PP, 9 , PLAN.. , S YGNS GIB ANALYSTS LANGSGAPE A0.GNITECTB EX. CB TF: 77.57 INV: 74.74(15"E) INV: 74.67(15"W) INV: 74.71(4") INV:75.26(6") s 6 Q EX. CB �VQ TF: 77.74 INV:74.82(15"S) INV: 74.78(15"W) p \ SNET #219? \ q^ve EX. TF: INV. \ TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT South Windsor Stone & Landscape Supply, LLC PROJECT NAME South Windsor Stone & Landscape Supply, LLC This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplied. 1. On each sheet for plans or maps, title block with the following information: V a. Name, address and telephone of applicant. b. Name, address and telephone number of Land Surveyor or Professional Engineer. V/ c. Name of Development. V d. Date when drawings were made. ✓ 2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or 200 feet. This map will show the overall design of the Development and surrounding property within 500 feet. V a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. b. Outline of buildings. V/ c. Layout of streets. V d. Surrounding property boundaries -within 500 feet. V/ e. Names of abutting property owners. f. Proposed open spaces and recreation areas. g. Driveway cuts on abutting properties and any properties across from proposed site. h. Distance to and name of nearest intersection street. 3. Architectural Elevations: See attached checklist for Architecture and Design Review. i 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. A b. Proposed streets and street lines with center line station, curve data, and parking spaces. c. Building lines in accordance with zoning regulations. V d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). V e. Easements, noting grantors, grantees, and purpose must be shown in table format, e.g. below Grantor Grantee Type of Date Filed Vol/Pg Easement V/ f. Names of abutting property owners. 1�T g. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. The monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these CGS points shall be determined by the Town Engineer. t,1/A h. All open space or other common or public land uses shall be indicated. i. A-2 certification; P.E./L.S. Seal. 5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: a. All existing and proposed buildings. b. Curb Lines and pavement width, sidewalks. c. Existing and proposed sanitary sewers. d. Existing and proposed water and all existing utilities. 2 e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. V/ f. Existing.and proposed contours shall be shown in not less than two -foot intervals, but in cases of relatively level land, the contours shall be one - foot intervals and spot elevations. ✓ g . Regulated wetlands and 100-year floodplain or note that none are present. h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes and elevations of structures. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches, within Town ROW.) If plan/profile sheet is provided all of this does not need to be shown. Only top of frame elevations and inverts of open discharge pipe shall be shown on this plan. i. Connections of all springs into proposed storm drainage system as needed. j. Location and indications of existing brook channels, and 100-year flood limits. ✓/ k. A-2 & T-2 Certification; P.E & L.S. Seals. V/ 6. Landscaping plan 7. Drainage calculations: - Zero Runoff increase per attached guidelines. 8. Traffic Report 9. Site Lighting Plan 10. Plans and Profiles: A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: a. Layout of streets in sections coordinated by stations with the profile. b. Street plan showing roadways, drainage, sanitary sewer (including house sewer), foundation drains; lot lines, buildings including all utilities with // elevations (top frame and inverts), size, type, length, slopes of pipes. IJ/A c. Sight line at driveway & street intersections: WA d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. e. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations, sizes, lengths and slopes of pipes. 104 f. Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. g. CGS datum shall be used on all sites accessible to these controls. The Town Engineer shall, based on standard engineering practices, determine the accessibility of these controls. h. Profiles shall show all sanitary sewer lines and manholes, including elevations, (inverts, top of frame) sizes, lengths, and slopes of pipes. Top of foundation elevations for building shall be shown. 11. Open Space Site Improvement Plans: For sites which require or include a provision for open spaces, a plan which contains data for site improvement may be required. This map shall be drawn to a scale of 1 inch equals 40 feet. 12. Sanitary Report: Where individual sanitary sewage disposal systems are proposed, the final plans shall include a Sanitary Report certified by a Professional Engineer. The report shall demonstrate the feasibility of the proposed individual systems. PLAN PREPARER (P.E./L.S.) February 2002; Rev. 4-04 DATE Page 1 of 2 • is • VOl• 41 PAGE 1 i STATUTORY FORM WARRANTY DEED 001942 ENET Y. SILVESTRI of East Iartford, Connecticut, for consideration paid ONE DOLLAR and other valuable consideration grants to ARTHUR V. SILVESTRI and CINDY J. SILVESTRI of East Hartford, Connecticut, as JOINT TENANTS with WARRANTY COVENANTS, a certain piece or parcel of land located in the Town of South Windsor, County of Hartford and State of Connecticut on the northwesterly side of Strong Road, containing 18.60 acres and being bounded and described as follows: Commencing at a point in the northwesterly line of Strong Road marking the northeast comer of land now or formerly of John Mitchell et al and the southeasterly corner of the premises herein conveyed; thence running N 68° 00' 41" W along land now or formerly of John Mitchell, et al, 500.00 feet to a point; thence N 02° 27' 00" E along land now or formerly of Enct Y. Silvestri, 861.01 feet to a point in the southerly line of land now or formerly of K.F. Brick Company, Inc. marked by a brownstone monument; thence S 67° 28' 54" E along the southerly line of land now or formerly of K.F. Brick Company, Inc., 340.79 feet to a brownstone monument; thence S 67° 24' 47" E along the southerly line of land now or formerly of Albin Zagorski, 866.62 feet to a brownstone monument in the westerly line of land now or formerly of Joseph and Gladys Prankus; thence S 23° 51' 26" W, 165.39 feet to a point; thence S 65° 02' 2 1 " E, 113.74 feet to a point in the northwesterly line of Strong Road, the last two courses being along land now or formerly of said Prankus; thence S 66° 38' 40" W, 45.56 feet to a point; thence S 54' 50' 56" W, 89.18 feet to a point; thence S 49° 40'. 04" W,167.95 feet to a point; thence S 53' 33' 06" W, 162.54 feet to a point; thence S 65'j 53' 10" W, 80.59 feet to a point; thence S 75° 35' 27" W, 144.41 feet to a point; thence S 73' 15' 53" W, 143.57 feet to the point of beginning, the last seven courses being along the northwesterly line of Strong Road. Said premises are the easterly portion of the First Piece described in a deed from Sperry Wood Limited Partnership to Enet Y. Silvestri, dated September 2, 1987 and recorded in Volume 496 at Page 572. Said premises are designated "STATUTORY DIVISION PARCEL LAND OF ENET Y. SILVESTRI 18.00 ACRES" on a map entitled "INDEPENDANT RESURVEY PREPARED FOR ARTHUR SILVESTRI FOR -PROPERTY LOCATED: STRONG ROAD - SOUTH WINDSOR,'CT. STATUTORY DIVISION MAP DATE: 4-09-97 SCALE I in =100 ft design professionals, inc. CIVIL ENGINEERS' PLANNERS • SURVEYORS G1S" on file in the Town Clerk's Office in said Town of South Windsor. Said premises are conveyed subject to any and all provisions of any ordinance, municipal regulation or public or private law, and taxes on the list of October 1. immediately preceding the date of this deed. . Said premises are further conveyed subject to all encumbrances appearing of record.' Signed this day of April, 1997. WITNESSED BY: rn �P G, ' uh4 FXN IV d9 r,,4 yn/ I of 2 1d.:u5A.rr4 mrrwc1W? ENET Y. SILVESTRI C0WFYANC9 TAX RECEIVED •^'P�.gRK OFSOUTN WINDSOR Volume: 941 Page: 171 File Number: 001942 Seq; 1 Page 2 of 2 1 ' voi. J 41 PAGE 1712 ` STATE OF CONNECTICUT: sa. Eos F H4r( Ford COUNTY OF HARTFORD The foregoing instrument was acknowledged before me this a('� day of April, 1997 by Y. Silvestri. Commissioner of the Superior Court New5-Rublir, Grantee's Mailing Address: l � i �/na � n S�: REffiEIYm iDN REDgID -� c 0-rFF4rd� �'�° AT �••'� `� cifr RECORDED IN SOUTH WINDSOR LAND RECDRDS PACE a ) I 1 � MOWN rl Fps `I•� x5tn�l i� i i I ' I 2 o£2 RAiMMMw4 M�rrMfMW wren o.r rn. • Volume: 941 Page; 171 File Number: 001942 Seq: 2 287 Strong Road - Direct Abutters TOWN OF SOUTH WINDSOR, CONNECTICUT Parcel ID Site Address Owner Name Mailing Address Mailing City Mailing State Mailing Zip 87000280 280 STRONG ROAD LEONARD MICHAEL G 280 STRONG ROAD SOUTH WINDSOR CT 06074- 0000 87000301 301 STRONG ROAD CONN LIGHT & POWER CO PO BOX 270 HARTFORD CT 06141-0270- 0000 87000307 307 STRONG ROAD DURFEE FAY A 307 STRONG ROAD SOUTH WINDSOR CT 06074- 0000 87000306 306 STRONG ROAD JACKSON TONY R & NANCY ANN 306 STRONG ROAD SOUTH WINDSOR CT 06074- 0000 87000275 275 STRONG ROAD 275 STRONG ROAD LLC 724 STRONG ROAD SOUTH WINDSOR CT 06074- 0000 87000290 290 STRONG ROAD MCARTHUR ETHAN D 290 STRONG ROAD SOUTH WINDSOR CT 06074- 0000 6510695A 695 NUTMEG ROAD CONN LIGHT & POWER CO PO BOX 270 HARTFORD CT 06141-0270- 0000 87000299 299 STRONG ROAD CONN LIGHT & POWER CO PO BOX 270 HARTFORD CT 06141-0270- 0000 MEMORANDUM To: Michele Lipe, Director of Planning From: Jeff Doolittle, P.E., Town Engineer Date: September 23, 2021 Re: App 21-40P — SW Stone & Landscape SP Modification I have reviewed the above Site Plan modification and have the following comments 1. The existing concrete bin by the proposed stockpile A should be reused in its current location as a straight barrier between the stockpile and detention basin. 2. Label the area where trucks and equipment are parked 3. The turning movement shown for trucks on site is very tight, especially by the car parking spaces on the east side of the building. The existing bin closest to the car parking spaces and northeast of the existing hoop house should be eliminated so the trucks have sufficient room to maneuver on site and not have conflicts with cars parking and using the site. The proposed and existing landscape screening can be moved south along side the next bin and hoop house. 4. It appears.the trucks will follow a clockwise loop to load and leave the site. Place 2 "Do Not Enter" signs by the building and hoop house where trucks will be loading and leaving the stockpile area so cars and trucks do not try to enter there. Please let me know if there are any questions. G:\jobs\2646\Docs\Applications\2021 08 Submission\2021 08 03 Narrative rev.doc P.O. BOX 1167 425 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 PHONE: 860.291.8755 FAX: 860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, & Rhode Island Narrative Statement South Windsor Stone & Landscape Supply, LLC Special Exception/Site Plan Modification 287 Strong Road South Windsor, Connecticut DPI Project No. 2646 August 3, 2021 South Windsor Stone & Landscape Supply, LLC has applied to the South Windsor Planning & Zoning Commission to modify the prior special exception and site plan approvals for the existing operating facility in the Industrial Zone at 287 Strong Road. The landscape materials sales & storage business’ special exception application (Article 4, Table 4.1.1A), was originally approved by the Commission on July 28, 2009. The use is proposed pursuant to regulations adopted on January 13, 2009. A subsequent settlement agreement with the Planning & Zoning Commission and South Windsor Stone & Landscape Supply, LLC dated December 11, 2015 and approved by the Commission on January 26, 2016, determined that South Windsor Stone & Landscape Supply, LLC is in substantial compliance with the approvals and regulations of the Town of South Windsor. The settlement agreement also determined that South Windsor Stone & Landscape Supply, LLC may apply at any time to process material on the premises. An offsite location at the Redland Brick property, which South Windsor Stone & Landscape Supply, LLC has been utilizing for screening operations, is set to close and will no longer be available for the applicant’s use. Therefore, this application proposes to add a mobile soil screener operation to the property for the processing and screening of topsoil for sale and delivery on and off the premises. The maximum screening operating hours would be limited to Monday – Friday 10:00 A.M.-2:00 P.M. Screened topsoil will generally be moved to bins or loaded on trucks for delivery. If, however, any topsoil stockpiles (unscreened or screened) remain unloaded or outside of bins after 2:00 P.M., they shall be ringed with silt fence, haybales or other appropriate erosion control measures before the close of business that day. The level, 1.60 acre site is bordered on the west by a residence at 275 Strong Road (occupied by family members, over which 287 Strong Road, LLC has a 5,590 sq. ft. travel and operations easement), on the north by Strong Road, on the east by the access drive serving a Connecticut Light and Power facility, and on the south by CL&P. The property owners, Arthur and Cindy Silvestri, purchased this property in June, 2008. It is the site previously occupied by the Patria Greenhouses (Bruno Patria). The entire surrounding area is zoned Industrial, and is in the heart of South Windsor’s Route 5 industrial corridor. There are some non-conforming residential uses in the area, including the house to the west of the site, and residences on the north and south sides of Strong Road. This application proposes to add a soil screening operation to the property. G:\jobs\2646\Docs\Applications\2021 08 Submission\2021 08 03 Narrative rev.doc Two buildings are on the subject 1.60 acre parcel. The primary structure is a 2,982 sq. ft. landscape center building erected in 2010 with a wrap-around porch to house offices of South Windsor Stone & Landscape Supply as well as East Hartford Sand & Gravel, a small retail showroom, a conference room, and a warehouse area for storage and processing of landscape materials. It has dark green sloping roofs, tan exterior walls, cupolas, windows and doors. The second is a 1,050 sq. ft. hoop storage building, also for the storage and processing of landscape materials. SW Stone and Landscape Supply also contains a 10 car parking lot including one paved handicap space, outdoor display/sales area for such items as flowers, nursery stock, landscape materials, as well as other seasonal items. The balance of the buildings and site is for wholesale operations. Customers of the wholesale operation include contractors and garden centers. To the rear of the parcel are 34 bins in a yard for the storage, sale and processing of landscape materials, e.g., screened topsoil, crushed brick, aggregate, stone, and tailings. This area includes a proposed mobile soil screener (screener area shown on the site plan). The mobile screener’s operation was previously observed by the Town ZEO (on two occasions), accompanied by a DPI engineer who took sound measurements from adjoining residential property boundaries. The observations were recorded in a sound study for background noise and operational sounds, which was submitted to the Town in 2013 (see attached report).The Town ZEO was present during the entire monitoring effort and the Town Planner was present during some of the monitoring effort. All sound measurements were satisfactory and met existing noise standards and all regulatory requirements. Access is from a driveway entrance on Strong Road, which has acceptable sight lines. Reciprocal travel easements were not granted between CL&P and the applicant, thus a secondary means of ingress and egress over the existing CL&P driveway is no longer an option. A dumpster pad and water quality basin are located in the southwest corner of the site. After-hours commercial vehicle parking is to the rear. As part of this application, we are proposing to add 24 Dark American Arborvitae plants for enhanced screening, and to remove five of the 34 bins as well as a 20’x 20’ covered storage area. Yard Hours – Public hours of operation (yard & office) as follows: Monday thru Friday, 7:00 A.M. to 5:30 P.M.; Saturday, 7:00 A.M. to 5:30 P.M. (April 1 thru Labor Day), otherwise 7:00 A.M. to 3:00 P.M. (Labor Day thru March); and Sunday 10:00 A.M. to 3:30 P.M. Incoming deliveries on the weekends occur between the hours of 10:00 A.M. and 2:00 P.M. (no material screening on Saturdays and Sundays). The highest business volume is in the spring and early summer, when the demand for landscape materials is most pronounced (associated with commercial and residential landscape projects). The biggest month is May. We have reviewed the commission’s special exception review criteria, as enumerated in Section 8.4, and we believe the modified landscape materials sales & storage facility, as described herein, in the prior submissions, in the documents/plans provided, and in our testimony at the forthcoming public hearing, is consistent with the goals and objectives of those 14 criteria. Equipment list at the subject Strong Road facility includes 2 triaxles, 1 small dump truck, 1 Volvo front end loader, 1 Trommel screener, a ½ yard Bobcat, and a Volvo 1 yd. front end loader. STRONG ROADJOHN F I T C H B O U L E V A R D (U. S . R O U T E 5 )STRONG ROADNUTM E G R O A D N O R T H 87000348348 STRONG ROADNIZIANKIEWICZ DANIEL S & CLAIRE M87000280280 STRONG ROADLEONARD MICHAEL G65100701701 NUTMEG ROADCHARBONNEAU ANDRE L477012651265 JOHN FITCH BLVDJOHN FITCH PARTNERS LLC87000301301 STRONG ROADCONN LIGHT & POWER CO65100665665 NUTMEG ROADDEFEO REALTY TRUST LLC87000307307 STRONG ROADDURFEE FAY A477013151315 JOHN FITCH BLVDJOHN FITCH LLC87000334334 STRONG ROADJACKSON JAMES H & GAIL J65100625625 NUTMEG ROADSPIRIT MASTER FUNDING X LLC87000306306 STRONG ROADJACKSON TONY R & NANCY ANN477014401440 JOHN FITCH BLVDREDLAND BRICK INC477012751275 JOHN FITCH BLVDKASHETA FARMS INC87000287287 STRONG ROAD287 STRONG ROAD LLC87000275275 STRONG ROAD275 STRONG ROAD LLC87000290290 STRONG ROADMCARTHUR ETHAN D87000318318 STRONG ROADHARRIS CRYSTAL L & LIONEL87000310310 STRONG ROADROY DONALD L6510695A695 NUTMEG ROADCONN LIGHT & POWER CO87000299299 STRONG ROADCONN LIGHT & POWER CO65100685685 NUTMEG ROADCONN LIGHT & POWER CO87000220220 STRONG ROADCMS VENTURES LLC87000315315 STRONG ROADBAMBER RICHARD J & VIRGINIA477013401340 JOHN FITCH BLVDMAULUCCI NILA R477013701370 JOHN FITCH BLVDMAULUCCI NILA Resignrofessionals STRONG ROADSTRONG ROADJOHN FITCH BOULEVARD (U.S. ROUTE 5) © · · · esign rofessionals © · · · esign rofessionals STR O N G R O A D STR O N G R O A DJOHN FITCH BOULEVARD (U.S. ROUTE 5)©···esignrofessionals STRONG ROADJOHN F I T C H B O U L E V A R D (U. S . R O U T E 5 )STRONG ROADNUTM E G R O A D N O R T H 87000348348 STRONG ROADNIZIANKIEWICZ DANIEL S & CLAIRE M87000280280 STRONG ROADLEONARD MICHAEL G65100701701 NUTMEG ROADCHARBONNEAU ANDRE L477012651265 JOHN FITCH BLVDJOHN FITCH PARTNERS LLC87000301301 STRONG ROADCONN LIGHT & POWER CO65100665665 NUTMEG ROADDEFEO REALTY TRUST LLC87000307307 STRONG ROADDURFEE FAY A477013151315 JOHN FITCH BLVDJOHN FITCH LLC87000334334 STRONG ROADJACKSON JAMES H & GAIL J65100625625 NUTMEG ROADSPIRIT MASTER FUNDING X LLC87000306306 STRONG ROADJACKSON TONY R & NANCY ANN477014401440 JOHN FITCH BLVDREDLAND BRICK INC477012751275 JOHN FITCH BLVDKASHETA FARMS INC87000287287 STRONG ROAD287 STRONG ROAD LLC87000275275 STRONG ROAD275 STRONG ROAD LLC87000290290 STRONG ROADMCARTHUR ETHAN D87000318318 STRONG ROADHARRIS CRYSTAL L & LIONEL87000310310 STRONG ROADROY DONALD L6510695A695 NUTMEG ROADCONN LIGHT & POWER CO87000299299 STRONG ROADCONN LIGHT & POWER CO65100685685 NUTMEG ROADCONN LIGHT & POWER CO87000220220 STRONG ROADCMS VENTURES LLC87000315315 STRONG ROADBAMBER RICHARD J & VIRGINIA477013401340 JOHN FITCH BLVDMAULUCCI NILA R477013701370 JOHN FITCH BLVDMAULUCCI NILA Resignrofessionals STRONG ROADSTRONG ROADJOHN FITCH BOULEVARD (U.S. ROUTE 5) © · · · esign rofessionals STR O N G R O A D STR O N G R O A DJOHN FITCH BOULEVARD (U.S. ROUTE 5)©···esignrofessionals Appl #21-40P, SW Stone and Landscaping Supply LLC Public Hearing 9/14/21 Planning Department Report 1. This is a request for modification to the special exception and site plan approval for the existing landscaping supply center, at 287 Strong Road to include the property at 275 Strong Road and to add a topsoil screening operation, I zone. The two properties total is 2.3 acres. 2. The original approval granted in 2009 was for a special exception to table 4.1.1A is for landscape materials sales and storage for his business, South Windsor Stone and Landscaping which included a showroom, office area as well as storage units. 3. The Special Exception criteria include:  The goals and objectives of the Plan of Development are met;  Adverse traffic impacts are not created;  Negative impacts on property values are not created;  The land is physically suited for the proposed use;  Adverse environmental impacts are not created;  There is a balance between neighborhood acceptance and community needs;  Present and proposed utilities, streets, drainage system, and other improvements have adequate capacity to accommodate the proposed use  Historic factors are adequately protected; and  The overall physical appearance of the proposed development is compatible with surrounding development and the Commission’s goals for the neighborhood/corridor. The Commission may impose additional conditions in accordance with these regulations in order to ensure that all applicable criteria enumerated above and/or within a particular use category are satisfied. 4. In 2013 the town had cited the applicant for various site plan concerns, specifically screening operation on site. A subsequent application to the Commission in 2014 was denied, the decision was appealed and a settlement was put in place. In the stipulated agreement, including current hours of operations, and it was stated that “The applicant may apply at any time in the future to process material on site, and any such application will be considered on its merits.” (A copy of this approval has been included) 5. With the current proposal, the applicant is proposing to combine the properties and expand his business to include portion of 275 Strong Road expanding the original special exception approval to include top soil screening operations on site. The site plan designates the location of the screening activities and provided a truck routing plan illustrating truck movement on site. The applicant intends to use the current access to the business for all trucking related activities. 6. A zoning data table has been provided for the new combined lot. Maximum impervious coverage allowed is 65% allowed; 53% shown. Parking requirement (retail, office) is 10 spaces; 10 spaces are shown. There are no additional parking requirements with this request, however the applicant has provided a list of equipment to be stored on site behind the existing fenced area at 275 Strong Road. 7. The applicant’s narrative indicates that screening activities would only occur between 10 am – 2pm Monday through Friday with no screening activities on the weekend. Would there be trucking of dirt onto the site beyond those hours. Will other companies be delivering product or will it be only the applicant’s trucks? E.g. other trucks dumping off materials to be screened. 8. The designated area for top soil screening is shown between the existing building and the house. The material piles are proposed to be a maximum of 12 feet high screen. Outdoor activities are required to be screened form public ways. The applicant intends to add adding 47 arborvitaes for screening of activities from both Strong Road and Route 5. 9. Other site changes include the removal of six of the 34 bins will be removed to improve circulation on the site. The applicant has provided a cross section showing the views form both Strong Road and Route 5 as well as a truck circulation plan in and around the site. 10. Based on the traffic information submitted by the applicant, the busiest time of year is from April 1 – October 1 with April and May the busiest months. the busiest time over the past two years, the average number of large trucks on a daily basis was 10-15 trucks a day. The numbers also support the applicant’s narrative which indicates that April – June are the busiest months for truck traffic to and from the site. Will this use result in more than the 11-15 truck deliveries that currently occur daily during the busiest months? 11. A sound study had been completed in 2013 with the original application. The applicant’s representatives will be providing new readings at the public hearing. If this application is approved, the planning department has the following suggested approval condition to request:  The properties at 287 and 275 Strong Road must be combined by deed to be filed in the office of the town clerk.  Measure to be taken to ensure the piles are not left uncovered for any period of time 12. In 2016 the PZC approved a settlement agreement with the applicant that approved site changes that had occurred from the original approval granted in 2009 (Changes made to 287 Strong Road included on site included: adding the required landscape island; removing and replanting an area in the front were bins had been placed; adding the require arborvitaes to screen the bins up front; closing of the rear access drive by adding plantings, and addition a of a irrigation system to control dust.) With that stipulated agreement, it was stated that “The applicant may apply at any time in the future to process material on site, and any such application will be considered on its merits.” G:\jobs\2646\Docs\Applications\2021-09-15 Revised submission\2021 09 15 Narrative Rev.doc P.O. BOX 1167 425 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 PHONE: 860.291.8755 FAX: 860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEER S / PLANNERS / SURVEYORS / GIS ANALYS TS / LANDSCAPE ARCHITECTS Serving Connec ticut, Massachusetts, & Rhode Island Narrative Statement South Windsor Stone & Landscape Supply, LLC Special Exception/Site Plan Modification 275 & 287 Strong Road South Windsor, Connecticut DPI Project No. 2646 August 3, 2021 Revised September 15, 2021 South Windsor Stone & Landscape Supply, LLC has applied to the South Windsor Planning & Zoning Commission to modify the prior special exception and site plan approvals for the existing operating facility in the Industrial Zone at 275 & 287 Strong Road. The landscape materials sales & storage business’ special exception application (Article 4, Table 4.1.1A), was originally approved by the Commission on July 28, 2009. The use is proposed pursuant to regulations adopted on January 13, 2009. A subsequent settlement agreement with the Planning & Zoning Commission and South Windsor Stone & Landscape Supply, LLC dated December 11, 2015 and approved by the Commission on January 26, 2016, determined that South Windsor Stone & Landscape Supply, LLC was in substantial compliance with the approvals and regulations of the Town of South Windsor. The settlement agreement also determined that South Windsor Stone & Landscape Supply, LLC may apply at any time to process material on the premises. An offsite location at the Redland Brick property, which South Windsor Stone & Landscape Supply, LLC has been utilizing for screening operations, is set to close and will no longer be available for the applicant’s use. Therefore, this application proposes to add a mobile soil screening operation to the property for the processing and screening of topsoil for sale and delivery on and off the premises. The maximum screening operating hours would be limited to Monday – Friday 10:00 A.M.-2:00 P.M. Screened topsoil will generally be moved to bins or loaded on trucks for delivery. If, however, any topsoil stockpiles (unscreened or screened) remain unloaded or outside of bins after 2:00 P.M., they shall be ringed with silt fence, haybales or other appropriate erosion control measures before the close of business that day. The level, 2.29 acre site is bordered on the west by railroad tracks which are adjacent to U.S. Route 5, on the north by Strong Road, on the east by the access drive serving a Connecticut Light and Power facility, and on the south by CL&P. The property owners, Arthur and Cindy Silvestri, purchased this property in June 2008. It is the site previously occupied by the Patria Greenhouses (Bruno Patria). The entire surrounding area is zoned Industrial, and is in the heart of South Windsor’s Route 5 industrial corridor. There are some non-conforming residential uses in the area, including the house at the northwest corner of the subject site, and residences on the north and south sides of Strong Road. This application proposes to add a soil screening operation to the property. Also, the 275 Strong Road property is to be combined with 287 Strong Road to form one lot. The zoning data block has been updated to reflect the proposed lot consolidation. G:\jobs\2646\Docs\Applications\2021-09-15 Revised submission\2021 09 15 Narrative Rev.doc There are three buildings on the subject parcel. The primary structure is a 2,982 sq. ft. landscape center building erected in 2010 with a wrap-around porch to house offices of South Windsor Stone & Landscape Supply as well as East Hartford Sand & Gravel, a small retail showroom, a conference room, and a warehouse area for storage and processing of landscape materials. It has dark green sloping roofs, tan exterior walls, cupolas, windows and doors. The second is a 1,050 sq. ft. hoop storage building, also for the storage and processing of landscape materials. The third is a non-conforming residence. South Windsor Stone and Landscape Supply also contains a ten car parking lot including one paved handicap space, outdoor display/sales area for such items as flowers, nursery stock, landscape materials, as well as other seasonal items. The balance of the buildings and site is for wholesale operations. Customers of the wholesale operation include contractors and garden centers. To the rear of the parcel are 34 bins in a yard for the storage, sale and processing of landscape materials, e.g., screened topsoil, crushed brick, aggregate, stone, and tailings. This area includes a proposed mobile soil screener (screener area shown on the site plan). The mobile screener’s operation was previously observed by the Town ZEO (on two occasions), accompanied by a DPI engineer who took sound measurements from adjoining residential property boundaries. The observations were recorded in a sound study for background noise and operational sounds, which was submitted to the Town in 2013 (see attached report).The Town ZEO was present during the entire monitoring effort and the Town Planner was present during some of the monitoring effort. All sound measurements were satisfactory and met existing noise standards and all regulatory requirements. A new sound study will be performed to confirm that proposed sound levels still meet existing noise standards. Town staff will again be invited to observe the monitoring effort. Commercial traffic access is from a driveway entrance on Strong Road, which has acceptable sight lines. Reciprocal travel easements were not granted between CL&P and the applicant, thus a secondary means of ingress and egress over the existing CL&P driveway is no longer an option and has been blocked. The residence has its own separate driveway. Truck traffic on the property has diminished since our last application due to larger customers, such as garden centers, acquiring their own screening plants and reduced overall demand for mason sand and gravel. Total truck traffic has decreased by as much as 75%. Also, there have been no accidents in eleven years of operations. As this is a seasonal business, truck traffic is substantially reduced between November 1 and March 31(five months). The majority of truck traffic occurs between April 1 and October 31 (seven months). April and May are the busiest months. July and August tend to be slow. There are 10-15 truck deliveries on average per day, during the busiest days in the Spring. Each delivery takes up to 3 hours round trip (drivers typically end their work day by 3:00 p.m.). Between 8-15 customer vehicles (11 on average) are loaded per day during the busiest days in the spring and fall. They are typically small trucks (pickups, dump trucks or trailers). A dumpster pad and water quality basin are located in the southwest corner of the site. Commercial vehicle parking is to the rear (primarily westerly of the hoop house). As part of this application, we are proposing to add 47 Dark American Arborvitae plants for enhanced screening from Strong Road and U.S. Route 5, and to remove six of the 34 bins as well as a 20’x 20’ covered storage area. Yard Hours – Public hours of operation (yard & office) are as follows: Monday thru Friday, 7:00 A.M. to 5:30 P.M.; Saturday, 7:00 A.M. to 5:30 P.M. (April 1 thru Labor Day), otherwise 7:00 A.M. to 3:00 P.M. (Labor Day thru March); and Sunday 10:00 A.M. to 3:30 P.M. Incoming deliveries on the weekends occur between the hours of 10:00 A.M. and 2:00 P.M. (no material screening on Saturdays and Sundays). The highest business volume is in the spring and early G:\jobs\2646\Docs\Applications\2021-09-15 Revised submission\2021 09 15 Narrative Rev.doc summer, when the demand for landscape materials is most pronounced (associated with commercial and residential landscape projects). We have reviewed the commission’s special exception review criteria, as enumerated in Section 8.4, and we believe the modified landscape materials sales & storage facility, as described herein, in the prior submissions, in the documents/plans provided, and in our testimony at the forthcoming public hearing, is consistent with the goals and objectives of those 14 criteria. Equipment list at the subject Strong Road facility includes 2 triaxles, 1 small dump truck, 1 Volvo front end loader, 1 Trommel screener, a ½ yard Bobcat, and a Volvo 1 yd. front end loader. P.O. BOX 1167 21 JEFFREY DRIVE ��• SOUTH WINDSOR, CT 06074 mpsm ■m ■ PHONE: 860.291.8755 FAX: 8onalsi ..co 7 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS 1 LAND SURVEYORS I PLANNERS I LANDSCAPE ARCHITECTS 5erwn6 Connecticut, Massachusetts, * Rhode Island November 9, 2021 Michele Lipe, AICP Director of Planning 1540 Sullivan Ave. South Windsor, CT 06074 Re: Proposed Conditions of Approval App 21-40P South Windsor Stone and Landscape Supply, LLC, 275 & 287 Strong Road Dear Ms. Lipe: Our client proposes to agree to the follow conditions of approval: 1. In order to screen the landscape yard from the adjacent properties, a 6' solid white vinyl fence shall be installed for a distance of 48 feet along the southeastern property line abutting the CL&P access drive. The fence shall be installed to fill the gap in the existing evergreen hedge. Proposed evergreen plantings will also be planted along the outside of the fence. 2. During a winter weather event, sand or salt may be loaded into equipment on site during hours when the business is closed. Loading shall be done only by Art Silvestri or his employees. Every effort will be made to perform loading during business hours except when weather conditions require that sand and salt be available to contractors. All materials imported from off -site to manufacture topsoil will be brought to the site with Art Silvestri's companies' vehicles only. Sincerely, Peter eMa1�Ie, /�,lpal DESIGN PROFESSIONALS, INC. cc: South Windsor Stone & Landscape Supply LLC, Peter Alter, Esq. Glen Martin, PLA G:\jobs\2646\Docs\Applications\2021-09-15 Revised submission\South Windsor Stone & Landscape Supply Conditions.docx PLANNING DEPARTMENT October 10.2024 Ar1hur Silvestri South Windsor Stone &Landgcaping Supply,LLC 287 Strong Road South Windsor.CT 06074 Dear Mr.Silvestri: Re:Appl.21-40P South Windsor Stone &Landscaping Supply,LLC I am pleased to advise you that the South Windsor Planning and Zoning Commission.at its Regular Meeting on September 10,2024.voted to release the following bonds: Appl.23—l7P South Windsor Stone &Landscaping Supplv.LLC Landscaping Bond in the amount of$10,000 reduced by $10.000 to leave a balance of—0—. A check will be mailed to you from the Town of South Windsor.lf you have any further questions.contact the Planning Department at 860—644-251 1,ext.2253.Thank you. Very truly yours‘ Stephen Wagner,Chairman PLANNING &ZONING COMMISSION SW/js cc:Town Engineer 154D Sullivan Avenue,South Windsur,CT 05074 i Tel (BED)Mil-2511 Ext 232E i Planning@SauthWindsar-CTrgav