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Home My WebLink AboutSite Plan - Conservation (288) TOWN OF SOUTH WINDSOR OCT 20 1988 INLAND WETLANDS AND WATER COURSES APPLICATION South Windsor INLAND WETLANDS AGENCYI INLAND WETLANDS AGENCY ACTION THIS APPLICATION, ONCE IN I d1ScGQVFJi=. (SEE BACK OF THIS FORM), SHALL BE RECEIVED AT A REGULARLY SCHEDULED MEETING OF THE AGENCY AT THE APPLICATION NO. TOWN HALL. RECEIVED DATE THIS APPLICATION MUST BE FILED IN TRIPLICATE AT THE OFFICE OF THE TOWN CLERK OF SOUTH WINDSOR BY PUBLIC HEARING DATE 12 NOON AT LEAST 14 DAYS PRIOR TO THE FIRST (if necessary) REGULAR MONTHLY MEETING DATE. THREE SETS OF MAPS COMPLETED APPLICATION OR PLANS MUST BE SUBMITTED TO THE TOWN ENGINEER PERMIT GRANTED DATE AT LEAST 14 DAYS PRIOR TO THE FIRST REGULAR PERMIT DENIED DATE MONTHLY MEETING DATE. PLEASE PRINT OR TYPE. 1. APPLICANT Utility Development TEL. NO. 528-2111 ADDRESS 349 Park Ave. CITY & STATE E. Hartford, CT 06108 2. OWNER Same TEL. NO. ADDRESS CITY & STATE 3. LOCATION OF PROPERTY Nutmeg Road South, 1000 feet south of South Satellite Rd. NAMES OF ADJACENT PROPERTY OWNERS See Plans STATE CLEARLY AND BRIEFLY 5. PURPOSES AND DESCRIPTION OF THE PROPOSED ACTIVITY,AND THETIME ELEMENT INVOLVED: Construction of industrial warehouse and office facility with associated parking, loading, and utilities. Approximately 3 months of construction time is involved. ATTENTION: THE APPLICANT UNDERSTANDS THAT THIS APPLICATION IS TO- BE CONSIDERED COMPLETE ONLY WHEN ALL INFORMATION & DOCUMENTS REQUIRED BY THE AGENCY.HAVE BEEN SUBMITTED. APPROVAL MAY ALSO BE NECESSARY FROM THE PLANNING AND ZONING COM- MISSION. AN APPLICATION FEE IS REQUIRED. CONSULT THE_,_EGULATIONS (SECTIONS 6.9, 6.9a and 6.9b). A SIGN IS REQUIRED. CONSULT THE EGULATIONS (SECTION 6.3a). SIGNS . (Applican 4a (Ow ) Revised 8/12/85 OVER _ SOUTH SATELLITE r � J 1 N / REALTY CORD ' 0 t LO� 1 GE Assom ' S /FSCRBTIFI r �. T2_ G gVl1.D�G 70-,4 EXIST 1N i �PDT M 2•�ucs �0 N/ 5 N/F GREENBERG 0 cr. a a 1 \ ;1 "'L[Y COO ' 1 r LDT Ul 1AG REA r N/F GREEN l I LOT l N/F FISHMAN F /F GReeNSERG N/ N O OO T N/F DA p0R`%GVjA C-07 e + F J.E. SHEPARDCO. RECEIPT FOR CERTIFIED MAIL Utility Development Corporation NO INSURANCE COVERAGE PROVIDED 1 NOT FOR INTERNATIONAL MAIL / + `��i 349 Park Ave. (See Reverse) ( i j0on 0 East Hartford, Ct.06108 Sent to 1\ . P.O. Box 8716 203-5284"1 / D Street and No. C . J � P.O..State and ZIP C de ou Inrl NOV fl 1988 Postage 5 S� Certified Fee South ' 'ndsor INLAND WEfLi=ND5 AGENCY/ Special Delivery Fee CONSERVATION COMMISSION Restricted Delivery Fee Return Receipt showing November 16, 1988 into whom and Date Delivered Go Return Receipt showing to whom. Date.and Address of Delivery d TOTAL Postag D S x � v G & R Realty g Postmark or U��O2? 61 So. Main StreetSuite 211cWest Hartford, CT 06074 U. .�18d� RE: Inland Wetlands Agency Conservation Commission Town of South Windsor 1540 Sullivan Avenue So. Windsor, CT 06074 Gentlemen: On November 21, 1988 at 7:30pm the aboved referenced agency will hold a meeting in the Madden Room at the Town Hall, 1540 Sullivan Avenue, South Windsor, .CT. One item to be discussed that evening concerns the proposed use for lot #3 on Nutmeg Road on which I will build a small Industrial Facility early in the spring of 1989. Please be advised that you may at thipting ake what ever comments you desire at that time. Sinc J n A. ce-Pr sident RECEIPT FOR CERTIFIED MAIL ' 4 Utility Development Corporation NO INSURANCE COVERAGE PROVIDED NOT FOR INTERNATIONAL MAIL • +.O ;li 349 Park Ave. (See Reverse) (ram East Hartford,Ct.06108 Sent to 2 P.O. Box 8716 203-528-2111 Street and No. P.O.,State and ZIP Code v0� Postage S Certified Fee Special Delivery Fee Restricted Delivery Fee November 16, 1988 Return Receipt showing to whom and Date Delivered In Return Receipt showing to whom, Date,and Address of D 'very, CD M. & R. Realty ' TOTAL Posta RQ s 61 So. Main Street 8 Postmark o W O 0� Suite 211 West Hartford, CT 06107 E v = 1 '� oU. J RE: Inland Wetlands Agency �1�1�l�` Conservation Commission Town of South Windsor 1540 Sullivan Avenue So. Windsor, CT 06074 Gentlemen: On November •2,1,. 1988 at 7:30pm the aboved referenced agency will hold ! a meeting in the Madden Room at the Town Hall, 1540 Sullivan Avenue, South Windsor, CT. One item to be discussed that evening concerns the proposed use for lot #3 on Nutmeg Road on which I will build a small Industrial Facility early in the spring .of 1989. Please be advised that you may attend this meeting and make what ever comments you desire at that time. Sincer J A. amill i e-P sident RECEIPT FOR CERTIFIED MAIL Utility Development Corporation NO INSURANCE COVERAGE PROVIDED NOT FOR INTERNATIONAL MAIL ( 1 `lli 349 Park Ave. (See Reverse) East Hartford,Cf.06108 kSt to ' P.O. Box 8716 203-528-2111 ,.,-, i eet and No. �Q� . State and ZIP Cod Special D elivery Fee Restricted Delivery Fee ------------ Return Receipt showing to whom and Date Delivered in OO Return Receipt showing to whom. November 16, 1988 Date.and Address o�livery TOTAL Postag T v Postmark o 9? "' W O mom. Polymetrics E r Co 88 Nutmeg Road South ° v So. Windsor, CT 06074 a Od,no. RE: Inland Wetlands Agency Conservation Commission Town of South Windsor 1540 Sullivan Avenue So. Windsor, CT 06074 Gentlemen: - On November 21, 1988 at 7:30pm the aboved referenced agency will hold a meeting in the Madden Room at the Town Hall, 1540 Sullivan Avenue, South Windsor, CT. One item to be discussed that evening concerns the proposed use for lot #3 on Nutmeg Road on which I will build a small Industrial Facility early in the spring .of 1989. Please be advised that you may att his meting and make what ever comments you desire at that time. Since r y J A. amill i e-P esident f r T,77 SOILS CONSULTING SER..'ICE 159 HULLS HILL ROAD HENRY T. MOELLER SOUTHBURY. CONNECTICUT 06AB9 - PHONE: (2031 2GA•6977 PEOOLOOIST (SOIL SCIENTISTI ANO CONSULTANT November 7, 1988 ON-SITE SOILS INVESTIGATION OF' ECfll4Il�lERC` A�ENTR IN SOUTH WINDSOR, CT. I have conducted an on-site soils investigation of the property located between South Satellite Road and Pleasant Valley Road in South Windsor, Connecticut. The principal purpose of this soils investigation was to identify and map the poorly drained and very poorly drained soils or "wetlands" as defined under alternationseInls Wetlands Act. Because of the many open areas on the property, to agriculture, and some extremely dense areas, the wetland soils were re located . due g "on. This interpretation.by intensive field investigation and aerial photo in rp d soil survey but in far more detail. In this soils investigation standard Y ure in s and � roced descriptive term P P and report, the classifications of the soils, soil textures, descri drainage classifications follow guidelines the and criteria of the National Coopera- tive Soil Survey. FINDING 5---- The property lies on a nearly level outwash plain. The and much of the property was under intensive agriculture up to a few years ago. The forested areas were not farmed for many years and thus are extremely dense. The soils through- out the cleared fields have been disturbed and graded years ago to eliminate depres- sions and wet areas. Drainage ditches were also dug to divert and drain water from the land. Because of the land smoothing operation, former wetlands cannot be accurately identified or flagged in the field. The boundaries are best mapped using the aerial photos along with intensive field investigation. Not all holes were logged. (3n the west, sell -. areas of sb�.ls appears" t-a be poorly, drained on the south side �-aditch. The area was graded and under intensive agriculture, and was managed a part of the entire open field of moderately well to well drained soils. The ditch continues to the south 7, anndt18. The main wetland wetland along the southern boundary line in lots 4, 14) 1S, 16, 1 soils described- above on the west side consist of the Walpole sandy loam, variant, 0 to 3 percent slope s• For more detailed information, see the last section of this report. A second area of poorly drained soils occurs in the southeast section of the open fields in lots 16, 17, and 18. This area is connected to the long narrow wetland that is parallel to the southern property boundary. However, the open field is substantially higher in elevation above the long narrow wetland in the wooded area. This portion of the open field has also been disturbed due to land smoothing and was also managed as a moderately well to well drained soil as part of the entire coarse This soil consists primarily of loamy sand surface over sand, fine sand, ;reddish sand. This soil is also the Walpole sandy loam, variant, �0 to 3 percent slopes. TION 104Wn0MATIAN AND CONS t , ti H 1- T�c - R 2 11 COMMERCIAL IAL CENTRE 7 38 INVESTIGATION, OF ONih E C / r "S INVES IG NUTMEG C / .,vt L ! In the northeast corner of the property, there are three separate depressions which are located in extremely dense forest and shrub vegetation. These depressions and 21. The soils in these depressions consist } are located in lots 8, 9 20, a P pri- marily of sand with a fine sandy loam surface. Silt loam topsoil is present in places overlying the sand subsoil and substratum. The closest soil type again is the Walpole sandy loam, variant, 0 to 3 percent slopes. This soil is a variant because it does not completely fit within the range of characteristics for the Walpole series. Originally this area was mapped as the Scarboro sandy loam, a very poorly d J rained soil. . However, this area just does not have the necessary mottling for very poorly drained and in some areas for even poorly drained. These depressions are isolated and have no outlets. They also do not have a I large watershed area supporting them. It appears that the degree of saturation of these depressions is dependant primarily on the elevation of the water table which will fluctuate with the season of the year. These areas are ponded in late winter and early spring and become dry in summer and fall. during most years. �'he mom., xant;e we la d consists-of..a channeled brook that cuts across the rP^r �1 i , rKeotdary :off ;�he property. This brook is well defined bye topography 'and functions primarily as a drainage channel. It was dug for agricultural drainage a e in the area and to drain off areas of wetland soils describe d above. Small areas o alluvial soils occur along the brook. The brook was channele d and straihtened for more o efficie nt water movement. The brook is well within the ,, wooded porti on of the property. It functions primarily as a drainage.�ay with minor P areas that pond and are subject to flooding. As described above, the poorly drained soils in the open fields are at. a higher elevation and do not function as part of the brook or as a floodplain of the brook. The open fields are approximately 3 to- t feet higher in elevation above the brook channel. CONCLUSIONS---- It is proposed to subdivide the property into 21 lots in a commercial zone. Four - of the lots along Nutmeg Road have already been approved. The entire property is nearly level to very gently sloping and consists of permeable sandy soils. These soil s have a high water table and thus, the soil drainage classifications range from moderately well drained to well drained except for those areas still classified as poorly drained. The agricultural drainage and land alterations removed wetland soil areas and changed the soil moisture regime of other areas. The drainage and the land smoothing was designed to maintain the water table at the present elevation and remove ponding of depressions due to topography. In the proposed subdivision the wetlands that'have •been. disturbed and intensively used in the past would be filled or removed through. drainage. However, the surface drainage and subsurface water would be carefully controlled in elevation and flow through the property with the drainage system. The three isolated wetlands in lots 8, 9, 20, and 21 would also be filled and drained. These areas of wet soils have no drainage outlet at present. The combination of storm drains in Centre Circle and a series of detention ponds would not only replace much of the wetland soil area SOILS I2JVESTIGATION OF NU714EG CO3\UgERICI:aL CENTRE---3 HTM 11/;/88 lost, but would better control water movement of surface runoff and maintain better control of the water table on the property. The water table would still exist at �V... The main dweillireceive located water the from thewooded restaoftthethe approximately the present level. rear of lots 14 to 18 will be preserved an property at a more controlled rate than under present conditions. Presently there is very little water detention on the property, except for those areas already devel i oped. The three isolated wetlands do notoreceive anywater outletfrom .a large enough water- shed area to be significant and they do n boundary will be preserved The main wetland located along the south property Y as a forested wetland. Ite��fromill athe rest continue the property.asThe the detentionmain l ponds awillat receives runoff and seepag reduce the peak flows into athe thee man arelwater bodies tthat oprovide edges n ponds will aand contrasting diversity for wildlife bec Y environments to the wooded areas beeveryneffectivearea becauselitlwillrremainainuforest to neighboring properties vegetation. While the land use will change, the wetlands will be more. diversified and will - -- er contro 1 surface and subsurface water flowing through the p'Yroperty.criticalt wetland e level will remain approximatelyer will be preserved at the same elevations. to funtion as a which receives most of the watei neighboring propertiesand water course and a bu if theretinueare anycquestions, ffe r to g please do not hesitate to contact me. Respecfully submitted, { � 4 Henry Moeller LOG DATA DOVE BY HAND AUGER--- nae of- soils that are labeled a "variant" are outside oofh the izraE., Howeveractheys are s in one or more criteria, such as colors, textures, also have the same still very close to the central concept of the named mossoitsof They he- soils have been interpretations andtsnoothing named sorlhaves. antunusuallyhe tthick topsoil. altered due to la _ variant. 8/26/88. Well drained. A 0 to ZS inches. Dark reddish brown sandy loam grading into loamy sand, surface Al Merrimac sandy loam, disturbed, friable colors and textures mixed, distusand, firm, ortstein. Bsm 25 to 32 inches. Dark reddish loamy sand red and gray mottles, loose. C 32+ inches. Reddish brown sand and loamy , #2 Merrimac loamy sand, variant. 8/26/88. Well drained. A1. 0 to 3 inches. Light reddish brown loamy sand, friable. A2 3 to 15 inches. Dark grayish brown loamy sand, friable. A3 15 to 18 inches. Dark grayish brown loamy sand, friable, few distinct red mottles. friable. Bw 18 to 25 'inches. Light reddish brown loamy sand, mottles, friable. C1 25 to 35 inches. Gray loamy sand, many distinct gray C2 35+ inches. Gray sand, loose, saturated at 38 inches. #3 Sudbury sandy loam, variant. 8/26/88. Moderately well drained. �OwN 8 4 co F Town o-PSouth ?AqdAiat G ti 9 Q 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 fIOSOR.CO AREA CODE 203/644-2511 November 14, 1988 TO: John M. Moran, Jr. , Chairman Inland Wetlands Agency/Conservation Commission FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer RE: Application #88 , Nutmeg Commercial Center, Lot #3 (Utilitjy Development) - IWA/CC permit for the construction of a Industrial warehouse and office facility located on the easterly side of Nutmeg Road South, I zone. DOCUMENTS REVIEWED: Application Form and site plan COMMENTS 1 . This lot is part of a previous subdivision approval. 2. A soil scientist located the wetlands in the field. A report with the date located should be provided to the Commission. 3. The application is for the encroachment of wetlands buffer. The plan states that .2 acres of wetlands will be disturbed. This disturbance involves paving of wetlands in the NE and SW corners of the lot. 4. A silt fence may be necessary up next to the proposed tree line to act as a construction limit on the southerly side of the site. 5. Contours on the site plan should be shown 50, outside the boundaries to indicate surface conditions . 6. -lisp narrativ , -Aw seque ce to include 10,000 cubic yards of -aa A Bte. N6 Ind'iMatiorf` where the 8' of waste dirt is going from the buil`Mng site. 8. Land disturbance to be kept to a minimum of two acres at any one time. IF APPROVAL IS CONSIDERED, SUGGEST APPROVAL CONDITIONS INCLUDE: 1. A limit of construction/grading should be shown on the plans . 2. The anti-tracking plan as shown on the topo plan should coincide with the anti-tracking details shown. 3. Land disturbance to be kept to a minimum of two acres at any one time. 4. 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G � s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 f'�tioSOR`Q�� AREA CODE 203/644-2511 March 21, 1989 Utility Development 349 Park Avenue East Hartford, CT 06108 RE: Application #88-99P - Nutmeg Commercial Center, Lot #3 Dear Madam/Sir: At the March 20, 1989 meeting, the Inland Wetlands Agency/Conservation Commission approved with modifications Application #88-99P - IWA/CC permit for the construction of a industrial warehouse and office facility located on the easterly side of Nutmeg Road South, I zone. The approval was based on plans . prepared by Fuss°& O'Neill, project #88-60A, dated 10/88, sheets 1-4 . The following modifications must be adhered to for this permit to be valid: 1 . Black and white transparent mylars of sheets # 2, 3, & 4 of 4 with the above modifications and this letter reproduced a thereon together with two blueprint copies of the entire set of plans, must be submitted to this Commission to be stamped and signed. This must be completed within 65 days of review prior to any construction activity on the site. 2. Construction activities shall be subject to the approval of the Town Engineer. 3 . The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4 . We recommend a bond in-..the amount of $2000 to be submitted to Planning and Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures . 5 . The permit is valid for one year and shall expire on March 20, 1989 . 6 . All approvals required must be obtained and submitted prior to any activity on the site. 7 . A contact person shall be identified directly on the plans . 8 . A pre-construction meeting will be held with Town Staff prior to construction. 9 . IWA/CC recommends to Planning & Zoning that they review the number of parking spaces, and consider removal of spaces #16- 20 . 10 . A limit of construction/grading should be shown on the plans. 11 . The anti-tracking plan as shown on the topo plan should coincide with the anti-tracking details shown. 12. Land disturbance to be kept to a minimum of two acres at any one time. 13 . Tree protection, as mentioned in comments, should be installed on the southerly side of the lot. A silt fence may be necess41ry up next to the proposed tree line to act as a construction limit on the southerly side of the site . 14 . Add narrative and sequence to include 10,000 cubic yards of waste and indication of where the 8' of waste dirt is going from the building site. ery truly yours, ohn M. Moran, Jr. , Chairma , i_/Inland Wetlands Agency/ Conservation Commission JMMJr. /pmm Enclosure cc: Jerry Iazzetta, Town"Engineer- - ` Marcia Banach, Director of Planning John R. Collins, Chief Building Official A. Bowen Davies, Deputy Town Engineer Raymond Hallowell, Chairman, Planning & Zoning C Tlo� VI �• D U 9 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONK. 06074 AREA CODE 203/644-2511 �SOR•CO� September 16, 1991 Planning & Zoning Commission 1540 Sullivan Avenue South Windsor, CT 06074 Dear Madam/Sir: Re: Bonds At the Septembest.,16 , 1991 meeting of the Inland'Wetlands Agency/ Conservation Coftmission, it was voted to release the following bonds: Application #88-40W, Kyle Woods Sub. , Lot #7 in the amount of $3, 000 . 00 - Application #87-456 , Oxford Estates in the amount of $10, 000 . 00 Application #87-512, Mountain View Est. , VI in the amount of $10,000 . 00 Application 8-99P, ilities Dev. , (Nutmeg Lot #4) in 'the amount of $ Application #90-02P, Mobil Redemptions, Inc. in the amount of $5,000 . 00 Application #89-97P, Brookside Auto, Inc. in the amount of $2,000 . 00 Very truly yours, Elizabeth A. Warren, Chairperso Inland Wetlands Agency/Conserva ion Commission EAW/pmm cc: Director of Planning Town Engineer Ass 't planner/Analyst PROJECT NAME/LOCATION APPLICATION DATE N TO THE FILE: Re: c- c��C�ni� 5 } 1 Sig ure �4�WN "44 70-wn O-P-S-0-tt& ?V&-U� U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 ��osoe•co AREA CODE 203/644-2511 ------._., --J-anuar.18, 19 9 0 Utility Development 349 Park Avenue East Hartford, CT 06108 Dear Madam/Sir: Re: Application #88-99P - warehouse and office This is a reminder that the permit with the Inland Wetlands Agency/Conservation Commission, Application #88-99P will expire on March 20, 1990. If you plan to extend your project beyond the above expiration date, the Agency requires a letter -requesting---extension together- with a fee of $25.00. This should be submitted 30 days prior to the expiration of the permit. In the event that you are requesting an extension, Section 4.13.6 of the Zoning Regulations (a copy enclosed) , establishes the criteria for a .conservation plan and a method of monitoring its effectiveness. A permit for your proposal was granted, with a bond as assurance of compliance with its sedimentation and erosion control measures. To assist in the review process by the IWA/CC, whether for a permit extension or specific inquiry request, the provisions for verification through progress reports by the developer's/applicant's Engineer demonstrating that each Erosion and Sedimentation control measure has been installed and maintained in accordance with the approved plan, shall be required. This verification report must be submitted 30 days prior to expiration date of the permit to allow time for the Commissioners to evaluate your project controls. If work has been finished or will be finished by the expiration date, please have an engineer send a letter stating work is completed according to the approved plan. If you have any questions, please contact Phyllis Mann or John McCahill, Zoning/Wetlands Enforcement Officer. (644-2511 Ext. 253) V ry truly yours, mes Lombardi, Chairma nland Wetlands Agency Conservation Commission JAL/pmm Enclosure Utility Development Corporation 349 Park Ave. RECEIVE11 East Hartford,Ct.06128-0716 P.O. Box 280716 203-528-2111 MAR 1 1990 Fax:203-528-1497 = 30. WINDSOR PLANNING DM V0� February 28, 1990 Ms. Phillis Mann Inland Wetlands Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Application #88-99P 68 Nutmeg Road South Windsor, Ct 06074 Dear Ms. Mann, Construction on the above referenced site began in October of 1989 and will probalby be completed by July of 1990. The building shell is constructed, the roof is in place and we are now framming office areas and pouring the floor in the warehouse. Please extend the permit for 1 year. Very r �y Yours, Joh A. Hamill V; e President JAH/1lc FUSS&aNEILL MAR ' 19% consulting engineers South Windsor INLAND WETLANDS AGENGYj CQNSERVAtiON C,0J1JM4S March 1, 1990 Mr. James A. Lombardi Chairman - South Windsor Inland Wetlands/Conservation Commission 1540 Sullivan Avenue South Windsor, CT 06074 RE: Application 88-99P Nutmeg Commercial Center Lot 3 Dear Mr. Lombardi: I am writing to you in regard to the above-referenced application which was approved on March 20, 1989. This letter constitutes an engineering review of the site work approved in this application necessary to request an extension of the original approval. The building on the site is largely completed and fully enclosed. During my visit, much of the site was covered by snow, but the site appears to have been roughly graded according to the plan. The catch basin and pipe for drainage of the front parking lot has not yet been installed. Paved areas have been rough graded but will not receive a base or pavement until warmer weather arrives. Trees have been preserved wherever possible along the front of the site. The total disturbed area in the site amounts to approximately 1 1/2 acres. There is an anti-tracking apron in place at the entrance to the front parking lot and little evidence of tracking of soils onto the adjacent driveway. The present grading of the site along the north side of the building insures that no sediments pass beyond the limits of construction. The south side of the site, which borders the Dynamic Controls site, is lined with silt fence from front to back. In general, the silt fence abutting the. Dynamic Controls parking lot is in good condition with some small areas where sediment has overtopped it. Several stakes should be reset to support the fence. For a distance of approximately 100 feet along this property line toward the rear of the lot, the silt fence has been completely buried and stakes broken. This section of silt fence should be replaced. 146 HARTFORD ROAD / MANCHESTER, CONN. 06040 / TEL. (203) 646-2469, FAX. EXT. 307 SOLID WASTE MANAGEMENT•WASTE WATER SYSTEMS•EROSION CONTROL•WATER SYSTEMS•HYDROLOGY and DRAINAGE SYSTEMS•SITE PLANNING HIGHWAYS and BRIDGES•SURVEYING•LANDSCAPE ARCHITECTURE•TRANSPORTATION and TRAFFIC•PUBLIC WORKS MANAGEMENT•HYDROGEOLOGY r FUSS&O'NEILL i Mr. James A. Lombardi March 1, 1990 Page 2 Despite these areas of overtopping, there is little evidence of erosion damage on site or sedimentation impact to the adjacent site. There is little or no erosion or sedimentation hazard evident at any other location on the site. This is largely due to the level grade of the area. A good effort has been made on the site to preserve existing trees in the front of the lot along Nutmeg Road. Construction should be completed as soon as the weather turns favorable. With this letter we respectfully request an extension to the above referenced approval. If you have any questions or require any further information, please do not hesitate to contact me. Yours truly, Christopher 0. Stone, P.E. /jjl . n cc: John Hamill 88-60 Corresp. 03OlA9000Sl tow" a44 o F ro 710V O'P S-OUM ?d w�~ 1540 SULLIVAN AVENUE •. SOUTH WINDSOR, CONN. 06074 f~�soR.CON� AREA CODE 203/644-2511 March 22, 1990 Utility Development 349 Park Avenue East Hartford, CT 06108 Dear Madam/Sir: Re: Application 88-99P - warehouse and office At the March 19 1990 meeting, the South Windsor Inland land Wetlands Agency/Conservation Commission approved a one year extension of Application #88-99P with all original conditions. Application #88-99P becomes effective March 20, 1990 and expires on March 20, 1991. Very truly yours, amen A. Lombardi, Chairman Inland Wetlands Agency/ Conservation Commission JAL/pmm cc:John E. McCahill, Zoning/Wetlands Enforcement Officer Marcia A. Banach, Director of Planning John R. Collins, Chief Building Official Planning & Zoning Commission Jerry Iazzetta, Town Engineer Enclosure � O FUSS&aNEILL consulting engineers January 15, 1991 Mr. James Lombardi Chairman South Windsor Inland Wetlands/Conservation Commission 1547 Sullivan Avenue So. Windsor, CT 06074 RE: Application 88-99P Nutmeg Commercial Center - Lot 3 Dear Mr. Lombardi: I am writing to you in regard to the above referenced application which was originally approved on March 20, 1989 and extended on March 19, 1990. This letter constitutes the final engineering review of the site work approved in this application necessary to release the applicant from any further requirements. The building is fully completed and occupied by the Mac-Gray Company. All parking, loading and driveway areas have been paved and curbed according to plans. Drainage and other utilities are in place and functioning properly. Plantings have been established substantially as shown on the approved plans and, though the site was covered by snow, it appears all grassed areas have been seeded and completely. established. There is no evidence of erosion anywhere on site. In summary, all work has been completed according to the plans and no further action or supervision of this approved application is required. If you have any questions or require any further information, please do not hesitate to contact me. b4 Yours truly, Christopher 0. Stone, P.E. Site Engineer COS/dms cc: Tim Covello 0115A91COS 146 HARTFORD RD. / MANCHESTER, CT 06040 /TEL: (203) 646-2469, FAX: (203) 643-6313 SOLID WASTE MANAGEMENT•WASTE WATER SYSTEMS•EROSION CONTROL•WATER SYSTEMS•HYDROLOGY and DRAINAGE SYSTEMS•SITE PLANNING HIGHWAYS and BRIDGES•SURVEYING•LANDSCAPE ARCHITECTURE•TRANSPORTATION and TRAFFIC•PUBLIC WORKS MANAGEMENT•HYDROGEOLOGY RECYCLED PAPER