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HomeMy WebLinkAbout15-28P Sullivan Ave Ind Park 175 Sullivan RECEIVED T TOWN OF SOUTH WINDSOR =A INLAND WETLANDS, WATERCOURSES AND CONSERVATION APPLICATION Application# Date Received '7 INSTRUCTIONS 1. Fifteen applications (15)with map and plans (2 copies) shall be submitted together with the fee set forth in the Inland Wetlands, Watercourses and Conservation Regulations, Town of South Windsor. (See Regulations, Section VII—X) 2. The South Windsor Inland Wetlands, Watercourses and Conservation Regulations should be reviewed with respect to the standards and criteria for application Evaluation. (See Regulations, Sections VII—X) 3. The applicant understands that this application is to be considered complete only when all information and documents required by the Agency have been submitted. The applicant shall also complete the state filing form. A. Applicant's Name: Scannell Properties#234, LLC Address: 800 East 96th Street, Suite 175 Indianapolis, IN 46240 Phone: (home) (work) 317-218-1666 (faK) 317-843-5957 B. Legal owner's name: Scannell Properties#205, LLC Address 800 East 96th Street, Suite 175 Indianapolis, IN 46240 Phone(home) (work) 317-218-1666 (fax) 317-843-5957 (List additional owners, addresses,and phone numbers on back of application) C. If the applicant is not the owner of the subject property; a letter by the owner(s) authorizing the proposed regulated activity set forth in the application must accompany this form and will be part of the application. D. Project Name and Location Sullivan Avenue Industrial Park 175 Sullivan Avenue (Lot 3) 1. Contact Person(if further information is needed) Peter R. DeMallie, Design Professionals Inc (work) 860-291-8755 (fax) 860-291-8757 E. The geographical location of the property which is to be affected by the proposed regulated activities including a description of the land in sufficient detail to allow identification of the property on the Inland Wetland and Watercourse Map. Assessor's map # 121 Parcel# 49 Zone I- Industrial 7 F. Names of all abutting property owners from records in Town Clerk's office. (use separate sheet if necessary) See attached G. Have you notified all abutting property owners (from records in Town Clerk's office) by certified letter that an application is pending before the Agency? Yes ❑ ** (you are required to supply a copy of the letter with the list of the names of the abutters).** H. Purpose and description of all proposed regulated activity(s) including amount of disturbance in square feet and types of fill and the time element involved: Time element:less than one year. Purpose of the disturbance is to construct a 167,763 SF distribution center and associated site improvements. Types of fill are native materials for the building,parking and loading areas.Total site disturbance is 13.85 acres(603,706 SF).Proposed wetland mitigation area is 31,200 SF(previously approved).Additionally,we are proposing to create a pond(water quality basin)with varying depths of 0.50 acre(21,478 SF).Total wetlands disturbance is 7,135 SF(0.16 acre).Total upland review area disturbance is 68,066 SF(1.56 acres). I. A class A-2 map of the property drawn to I"= 40', showing the area to be developed, extent of the wetlands and watercourses affected, topography, existing and proposed activities and names and locations of adjacent property owners must be submitted. J. Amount of regulated area disturbance and types of fill (including wetlands and 80 foot Upland Review Area). Upland Review Area Disturbance=68,066 SF.Wetlands Disturbance=7,135 SF. Types of Fill: native materials for the building, parking,and loading areas. K. Acreage of wetlands and watercourses in regulated areas to be altered: 0.16 acres (7,135 SF) L. Acreage of wetlands and watercourses to be created: 31,200 SF (0.72 acres) M. Lineal feet of proposed stream alteration: 0 LF N. Total land area of project and percentage, which is wetlands: 13.85 acres 1.18%wetlands O. Identify all other permits or approvals that have been issued, applied for, or required with respect to the proposed activity set forth in this application. (These may include but not be limited to, local Planning & Zoning, Zoning Board of Appeals, D.E.P., F.E.M.A., D.O.T., The Army Corps of Engineers, and any other State, Local or Federal Permits.) S;tP plan/(p7 QWPCA; DEEP Stormwater Discharge;_OSTA P. The applicant (or designated representative) hereby attests that a sign will be posted at the following location(s) Along Sullivan Avenue frontage ByDesign Professionals, Inc.Name Ben Wheeler on or before the following date At least 10 days prior to the meeting 8 a ILSignature: These signs must be displayed continuously for at least ten (10) days prior to scheduled meeting (see Regulations, Section 7.3a) The undersigned hereby applies for the regulated activities listed in paragraph H above, for an Inland Wetlands, Watercourses and Conservation permit for the property described herein and confirms that: 1. She/he is familiar with the currently effective Inland Wetlands, Watercourses and Conservation Regulations of the Town of South Windsor. 2. She/he understands that at any time during the review period, the Agency may require the applicant to provide more information about the wetlands and/or watercourses in question and/or any proposed activity. 3. All information submitted in the application for review shall be considered factual, or in the case of anticipated activity, binding. A knowing failure of the applicant or any of her/his agents to provide correct information, or performance exceeding the levels of activity anticipated, shall be sufficient grounds for revocation of any permit under these regulations. 4. By making this application, the applicant gives permission to the Inland Wetlands, Watercourses and Conservation Commission members and/or its representative to enter the portions of the premises which are subject of the application for the purpose of inspection and investigation and otherwise evaluating the merits of the application both before and after a final decision has been issued. Signature of Owner o roperty yy� Date / Signature of Applicant Date WVLU 9 PIETRAS ENVIRONMENTAL GROUPr LLC AMENDED WETLANDS FUNCTIONS AND VALUES REPORT Date: April 28, 2015 PEG JOB#: 2014-120C Prepared for: Design Professionals Inc. P 9 21 Jeffrey Drive South Windsor, CT 06074 Project& Location: Scannell Properties, Sullivan Avenue&John Fitch Boulevard, a d South Windsor CT Review of Project Site and Conditions that were present in 2014 Pietras Environmental Group, LLC was retained to identify and delineate the wetlands in the 37.5+/-acre project area, as well as to prepare a report on the wetlands functions and values. To complete these tasks Thomas W. Pietras, Professional Wetland and Soil Scientist, conducted site investigations to the subject properties on October 24, & 25, 2014. The results of the investigation for wetland identification and delineation are presented in the Wetland Delineation Report prepared by Pietras Environmental Report, LLC, dated November 7, 2014. A Wetland Functions and Values Report, dated December 11, 2014, was prepared. In addition, a Wetlands Mitigation Report, dated January 16, 2015, was prepared. The project area is located on the southern side of Sullivan Avenue within that portion of South Windsor referred to as East Windsor Hill. The landscape of the subject properties can be described as a plain that is situated between the Scantic River to the north and Bancroft Brook to the south. To the west of the subject properties across John Fitch Boulevard is a small ravine drainage way that carries flow to the Scantic River. Most of the terrain on the subject properties is level to gently sloping. For a long time the properties were utilized for agriculture or a golf driving range. A copy of a 1934 aerial photograph shows that the nearly all of the lands within the project area were in cropland. Scattered barns across the fields were likely utilized for processing tobacco. During the October 24 and 25, 2014 investigations Mr. Pietras spoke with both the owner/operator of the driving range and the farmer who had been working the agricultural field. According to the landowner, the driving range has been present for over 50 years. Prior to that the property was used for agriculture. The 16 acre agricultural field was used to produce tobacco, potatoes and squash. Remains of tobacco barns are still present at the southern edge of the agricultural field. A squash crop was recently harvested from the field in the fall of 2014. In addition, both the owner of the driving range and the farmer stated that tile drains extend through both the agricultural field and the driving range. Tile drains were observed in the bottoms of two deep catch basins that are located at the far western end of the subject property near John Fitch Boulevard. Considerable flows were observed passing from the tile drains that connect into that catch basin located in the far southwestern portion of the property. Flows from the two catch basins tie into the State highway drainage on Route 5 and outlet to the small ravine drainage way that connects to the Scantic River. Three wetlands, identified as poorly drained Walpole loamy fine sand (13), are present on the subject properties. On October 25 &25 2014 Pietras Environmental Group, LLC delineated the wetland boundaries with consecutively numbered, blue survey tapes. One wetland (Wetland 1) was identified in the agricultural field near Route 5, while two wetlands (Wetlands 2 &3) occur in the grassed driving range near the railroad tracks. Sizes of the three mapped wetlands are as follows: Wetland 1 —21,280 sq. ft. or 0.49+/-acres, Wetland 2—5,165 sq. ft. or 0.12+/- acres and Wetland 3— 1,970 sq. ft. or 0.05+/- acres. A very small portion of Wetland 3 appears to extend off-site to the east towards the railroad. 15 Briarwood Lane EMAILTom@pietrasenvironmentalgroup.com Wallingford,CT 06492 WEB SITE pietrasenvironmetalgroup.com 203-314-6636 1 Walpole soils developed in a friable, loamy surface that is underlain by sandy and gravelly, sandy outwash. Fine textured lacustrine deposits are present below the sands. The South Windsor clay pit is located a short distance to the south of the project area. The poorly drained Walpole wetlands occur as small to medium-sized pockets within the driving range and agricultural field. From a distance the wetlands are not readily evident. The lands in the agricultural fields and the driving range have been subject to both land leveling and subsurface drainage. This has resulted in a homogenous, gently sloping to nearly level landscape. Prior to the colonial days the wetlands on these properties were likely characterized by depressed features on the landscape. The tile drains have likely lowered the overall water table elevation on the site, although there may be occasional periods of high ground water during the very wettest periods. None of the three Walpole wetlands support hydrophytic vegetative communities. The wetland pocket in the agricultural field is annually cultivated and produces a vegetable crop. During the 2014 growing season the agricultural field, including the wetlands, produced a crop of winter squash. Following harvest of the squash the entire field was tilled and seeded with annual rye grass. The two wetlands in the driving range are dominated by turf grasses. Some of the turf grasses in the wetlands are slightly yellow in color that may reflect some periodic wetness. The grasses in the golf driving range are mowed very low in order to facilitate collection of golf balls from the range. The three wetlands identified on the property provide were assessed to provide very low wetland functional values. Findings were based on the facts that these wetlands are very small to small in size, historically altered to an agricultural or grassed field, long time artificially drained, virtual absence of hydrophytic vegetation and isolation from other wetlands and watercourses. With the exception of possessing a poorly drained soil coloration pattern, the three delineated wetlands possess features of uplands. The CT DEEP Natural Diversity Data Base Map for South Windsor was reviewed online (Map dated June 2014). According to the DEEP map the northern edge of the subject properties are located within an area that the State of CT has records for State or Federal Listed Species&Significant Natural Communities. A letter was sent to the CT DEEP to request for a Natural Diversity Data Base Review. The CT DEEP responded with a letter that was dated December 2, 2014. The DEEP letter states that there are records of several species of concern either on or on in close proximity to the project site. Qualified biologists from GEI Consultants were retained to conduct investigations of the property in order to determine whether these species occur on the project site or are likely to occur on the project site. Their findings are presented in a report, dated January 5, 2015. None of the DEEP listed species were found on the property. Approved Site Development Plans and Proposed Wetland Creation Area The 37.5+/- acre project area has been subdivided into three parcels. An approval was received from the Town of South Windsor for construction of a 292,000 square foot (6.7+/- acre) distribution center on Lot 2. The storm water management system will include an elongated bioswale and a large (1.77+/-acre) water quality basin on Lot 1. The basin and bioswale will be planted with native wetland seed mixes and shrubs. The construction will result in filling of the 21,280 sq. ft. (0.49 acre) wetland that was identified in the agricultural field. The approved development plans include the construction of a 0.72+/- acre wetland creation area to be located in the southern portion of Lot 3 at the rear of the gold driving range. The wetland creation area will provide mitigation for the proposed filling of all three of the mapped Walpole wetlands. The design for the wetland creation includes a U-shaped excavation that is separated by a shallow berm. Incorporating this design into the wetland creation will result in increasing the flow path of waters that move horizontally through the wetland. The development of Lot 3 will include shedding of treated storm water runoff into the created wetland. Any surface water that exits from the created wetland will discharge from the far southeastern end of the wetland and be directed towards the shallow ditch that is located on west side of the railroad tracks. A variety of different water regimes will be provided within the wetland creation. One level of the wetland creation will be at or just below the elevation of the seasonal high ground water table. A wet meadow will be established at the approximate level of the seasonal water table. Deeper excavations made 1/2 to 1 1/2 feet 2 of prolonged to permanent inundation that will support marsh. In addition, several small pockets of shallow, open water will be made through even deeper excavations. The shallow, open water will have approximately 2 to 4 feet of ponding. The wetland creation will be planted with native wetland seed mixes and shrubs. Wet meadow will be established by using a native wetland seed mix with some areas developing as shallow marsh vegetation. On March 26, 2015 two deep test holes were dug with an excavator in the proposed wetland creation area. One hole was dug to 8.3 feet, while the second was dug to 9 feet. Both holes contained loamy sandy materials and no clay bed was encountered. Ground monitoring wells were installed in each test hole and the holes were back- filled. Water table elevations in these wells will be regularly monitored. Information obtained from the monitoring will provide a better determination of the seasonal high water table as well as an indication of the rate of fluctuation in the ground water table during the period of monitoring. Major Changes that have occurred to the Project Site in 2015 In April 2015 construction activities began on Lot 2. To date these activities were mainly associated with stripping off the all of the topsoil from Lot 2 and depositing the topsoil into stockpiles on site. The depths of topsoil on the project site are considerably deep and were often determined to be between 12 and 20 inches thick. The topsoil stripping on Lot 2 has resulted in the removal of one to two feet of surface soil materials. Stripping off the topsoil included Wetland 1 that had been identified within the former agricultural field on Lot 2. Some mineral soil materials from Lot 2 were also dug up and placed into on-site stockpiles. During the stripping operation a number of broken clay tile drainage pipe was encountered. The next phase of construction will include the excavation of the large water quality basin that is to be located near Route 5. Development of Lot 2 will continue throughout 2015. Discussion of Site Observations made between October 2014 and April 2015 To date Pietras Environmental Group has conducted nine site inspections of the subject properties. These occurred twice in October, once in November following heavy rains, once in December, once in January prior to the significant snowfalls that occurred in February and March, once in March and three times in April. Soil conditions in the three mapped wetlands as well as in the upland soils on the project area were noted during these investigations. During six of the nine site inspections the soils in the mapped Walpole wetlands were neither saturated nor very moist. Inspections that occurred on 11/19/14, 3/26/15 and 4/24/15 revealed very moist to saturated conditions in the three mapped wetlands. The 11/19/14 and 4/24/15 investigations occurred shortly following one to two inch rainfall events, while the 3/26/15 inspection occurred at a time of active snow melt with rain events. During the latter three inspection dates much of the upland soils on the project site were also found to contain very moist to saturated soils. The absence of soil saturation in the mapped wetland soils on both April 16 and 27, 2015 provides evidence that the soils have been drained. By contrast I encountered saturated soil conditions in off-site wetlands in other parts of Harford County throughout the entire month of April. The absence of both hydrophytic vegetation and wetland hydrology and the presence of tile drains in the fields provides strong evidence that the mapped Walpole soils have been artificially drained and no longer possess wetland hydrology. Up-dated Evaluation of Wetlands Functions and Values The conclusion of the Wetlands Functions and Values Report, dated December 11, 2014, stated that the three mapped wetlands only provide very low wetland functional values due to their small size, historic alteration to cropland or golf driving range which included land leveling, subject to a long period of artificial drainage, absence of hydrophytic vegetation and isolation from other wetlands and watercourses. The information gathered from the nine site inspections through April 2015 confirms these findings. The mapped wetlands on the subject properties are relic Walpole soils that have retained their redoximorphic coloration patterns in the soil profile following installation of tile drains. Artificially drained wetland soils still qualify as Inland Wetlands in Connecticut. 3 However, the three areas of drained Walpole soils on the subject properties possess features that are more typical of the moderately well drained Ninigret soils that are prevalent throughout the project area. Proposed Site Development Plan for Lot 3 and Wetland Impacts Plans are for the construction of a regional distribution center. Most of the storm water drainage from the roof and pavement will be directed into the proposed bioswale on Lot 2. Excess water from the bioswale will flow into the large water quality basin on Lot 1. A portion of the storm water runoff from the development area on Lot 3 will be directed into a proposed water quality basin that will be constructed through an excavation in the northeastern portion of Lot 3. The basin will be planted with native wetland vegetation in a manner similar to the planting plan for the large water quality basin that will be constructed on Lot 1. Drainage that outlets from the Lot 3 basin will flow into a shallow swale that is to be graded along the eastern edge of Lot 3. The swale will discharge to the wetland creation area which is to be constructed at the southern end of Lot 3. The proposed development for Lot 3 will result in the filling of the two very small, isolated and drained wetlands (Wetlands 2 & 3) that are located in the eastern portion of the lot. The combined size of the two wetlands is 7,135 sq. ft. or 0.17 acres. As has been previously reported, these two wetlands only provide very low functional value. The loss of these wetlands will not result in any significant wetland impact. The design mitigation for the proposed filling of all three subject properties was for the construction of a 0.72 acre created wetland. An alternative site development plan for Lot 3 could be made which avoids the two very small wetlands. However, the preservation of these two wetlands would only provide minimal benefits. The absence of wetland hydrology in the drained Walpole soils severely limits any wetland functional values. The preferred option is to provide a viable wetland resource through the proposed wetland creation area. The wetland creation has been designed to possess a mixture of water regimes capable of supporting a wide range of hydrophyytic vegetative communities.The proposed wetland creation area for the rear of Lot 3 will provide a functional and diverse wetland resource. Respectfully submitted, PIETRjA�S, ENVIRONMENTAL GROUP, LLC 3 v"'TM�na 1WJ• JA^ Thomas W. Pietras Professional Wetland Scientist and Soil Scientist 4 GEIC QFJ5ultants- Geocechnical Date: May 4, 2015 Environmental To: Jill Marcotte, Scannell Properties Water Resources CC: Fred Johnson and Matt Glunt, PE, GEI, Inc., Peter DeMallie, Design Professionals, Inc. Ecological From: Kimberly Bradley, GEI, Inc. RE: Wetland Assessment and Ecological Survey Updates for Scannell Properties Project Sullivan Avenue and John Fitch Boulevard,South Windsor,CT GEI Consultants Inc. (GEI) has prepared this technical memorandum to support the submission of the Inland Wetland,Watercourses, and Conservation Permit Application for the Scannell Properties 175 Sullivan Avenue (Lot 3) Project. GEI has participated in meetings between Jeff Folger,the Conservation Planner for the Town of South Windsor, Peter DeMallie of Design Professionals, Inc. and Tom Pietras of Pietras Environmental Group, LLC to discuss the site plans,the engineered stormwater drainage system components, proposed wetland impacts and wetland mitigation measures. GEI has also reviewed and supports the findings and of previous reports completed by Pietras Environmental, LLC. including the Wetland Delineation Report, dated November 7, 2014, Wetland Functions and Values Report, dated December 11, 2014, Wetlands Mitigation Report, dated January 16, 2015, and the most recent Amended Wetland Functions and Values Report submitted by Pietras Environmental on April 28, 2015. Threatened &Endangered Species Review As noted by Pietras Environmental,the CT DEEP Natural Diversity Data Base Map for South Windsor was reviewed online(Map dated June 2014).According to the CT DEEP map,the northern edge of the subject properties were located within an area that the State of CT has records for State or Federal Listed Species&Significant Natural Communities.A letter was sent to the CT DEEP to request for a Natural Diversity Data Base Review.The CT DEEP responded with a letter that was dated December 2, 2014 and identified eight(8) Connecticut state-listed threated, endangered, or special concern species (i.e., 6 plants and 2 vertebrate species; NBBD Preliminary Assessment No.:201411398)on the Scannell Properties. In December 2014, GEI's ecologist/wetland scientists and botanists conducted a preliminary site visit and follow-up ecological field surveys of 175 Sullivan Avenue property. Walking transects were conducted across the subject properties encompassing all of the vegetative cover types, as well as along the periphery to observe immediate off-site conditions. Observed flora and fauna species were documented and identified down to the lowest possible taxonomic level. Particular focus was given towards identification of any rare species, unique and critical habitats on the subject properties and vicinity. www.geiconsultants.com GEI Consultants,Inc.,P.C. 110 Walt Whitman Road,Suite 204,Huntington Station,New York 11746 631.760.9300 fax:631.760.9301 2 1 P a g e The findings of the field survey efforts were documented in a Technical Memorandum entitled: "Ecological Survey of Scannell Properties situated at Sullivan Avenue and John Fitch Boulevard, South Windsor, CT"submitted on January 5, 2015 (Attachment A).As described by Pietras Environmental,the majority of the subject site was covered by introduced vegetation, including cool season turf grasses, agricultural or winter cover crops,weedy/invasive vines,groundcovers and shrubs along the outer margins of the cultivated field, and landscaped areas under varying degrees of site management. Only the eastern and southern periphery was found to support native vegetation (i.e.,grasses, shrubs and trees). Recent site review completed on April 26, 2015 confirms the findings of the December 2014 conditions. None of the rare plant or wildlife species identified by CT DEEP were identified by GEI on the subject site.The field edges along the eastern and southern periphery exhibited the highest degree of plant diversity.The mixed pine-oak woodland and low-lying pockets that bordered the properties to the south also provided the highest likelihood for supporting listed rare plant species, and were carefully scrutinized. However, no positive presence of any listed plant or animal species was found. Wetland Impact Assessment As described by Pietras Environmental,the proposed development for Lot 3 will result in the filling of the two very small, isolated and drained wetlands that are located in the eastern portion of the lot.The combined size of the two wetlands is 7,135 sq.ft. or 0.17 acres.As reported in the Pietras Environmental Amended Wetland Function and Value Assessment,these two wetlands provide minimal function and value, primarily detention of storm water; recharge of ground water;and removal/retention/transformation of nutrients.The flat landscape position of these wetlands facilitates the opportunity for temporary flood storage of stormwater runoff during large storms, and is also favorable for ground water recharge.The nearly level topography and grass cover in these wetlands promote the uptake/removal of nutrients.The historic alterations that have occurred to the wetlands and non-wetland soils on the property have reduced the presence of hydrophytic wetland vegetation, and drastically limited the potential for the wetland to support wildlife. Nutrient bonding and stormwater runoff to wetlands has also been reduced as a result of disturbance. The approved development plans for Lot 2,which included filling of 21,280 sq.ft. or 0.49+/-acres of wetland (Wetland 1), provided a plan for the construction of a 0.72+/-acre wetland creation area to be located in the southern portion of Lot 3 at the rear of the golf driving range.The wetland creation area (0.72+/-acre) provides mitigation for the proposed filling of all three of the mapped Walpole wetlands areas, a total of 0.66+/-acre of wetland disturbance across Lot 2 and Lot 3 .The area of the site where the wetland mitigation is proposed, is located away from the developed portions of the site, and connects adjacent parcels currently dominated by forested cover and non-developed conditions.The mitigation plan provides an opportunity to develop a 3 1 P a g e 0.72 acre wetland area that can support a broader range of wetland function and values than the disturbed isolated wetlands documented on the site. As described by Pietras Environmental,the design for the wetland creation includes a U-shaped excavation that is separated by a shallow berm. Incorporating this design into the wetland creation will result in increasing the flow path of waters that move horizontally through the wetland.The development of Lot 3 will include shedding of storm water runoff across a vegetated upland buffer and/or through a vegetated swale into the created wetland.Any surface water that exits from the created wetland will discharge from the far southeastern end of the wetland and be directed towards the shallow ditch that is located on west side of the railroad tracks off the property. A variety of different water regimes will be provided within the wetland creation,which will result in a range of vegetative wetland habitats.One level of the wetland creation will be at or just below the elevation of the seasonal high ground water table.A wet meadow will be established at the approximate level of the seasonal water table. Deeper excavations (%to 1%Z feet)facilitate prolonged to permanent inundation that will support marsh habitat conditions. In addition, several small pockets of shallow, open water will be made through even deeper excavations.The shallow, open water will have approximately 2 to 4 feet of ponding.The wetland creation will be planted with native wetland seed mixes and shrubs. Wet meadow will be established by using a native wetland seed mix with some areas developing as shallow marsh vegetation.The range of vegetative conditions proposed will provide potential habitat for a broad range of wildlife. Proposed Site Development Plan—Stormwater The current engineered stormwater system for Lot 3 proposes that drainage from the roof and pavement will primarily be directed into the proposed bioswale on Lot 2. Excess water that flows through the bioswale will enter into the large 1.77 acre(77,101 sq.ft.)water quality basin on Lot 1.The approved design plans for Lot 2 provides planting plans consisting of native wetland seed mixes and shrub in the basin and bioswale.The remainder of the stormwater runoff from the development area on Lot 3 will be directed into a proposed 1.08 acres (47,138 sq.ft.)water quality basin that will be constructed through an excavation in the northeastern portion of Lot 3. The basin will be planted with native wetland vegetation in a manner similar to the planting plan for the large water quality basin that will be constructed on Lot 1. Drainage that outlets from the Lot 3 basin will flow into a shallow swale that is to be graded along the eastern edge of Lot 3.The w l willdischargeh w l i r s a e to the wetland creation area which is to be constructed at the southern end of Lot 3. It is important to note that the proposed engineered stormwater system for the site provides "added value"water quality attributes to the project through the implementation of bioswales and surface water retention basins for handling stormwater. In more traditional designs, storm 4 1 P a g e water runs off the asphalt into a storm gutter or along a curb until it reaches the inlet to storm sewer drain. Bioswales are generally linear,vegetated ditches which allow for the collection, conveyance,filtration and infiltration of stormwater(NRCS 2005). Bioswales improve water quality by slowing the flow of water therefore enhancing infiltration of the first flush of storm water runoff, and filtering the large storm flows they convey.The vegetation in the Swale removes pollutants and sediment from stormwater(NRCS 2007). In addition,the bioswales, and particularly to stormwater retention basins can provide additional opportunities for wildlife/fisheries habitat. It is understood that these low impact stormwater design features cannot be considered mitigation for wetland disturbance; rather they demonstrate the best management practice approaches taken by the design team and applicant. 5 1 P a g e Attachment A GEI Ecological Survey Memorandum; January 5, 2015 CLIENT CONFIDENTIAL � ) GE1 {unsultants Geotechnical Date: January 5, 2015 Environmental To: Jill Marcotte,Scannell Properties Water Resources CC: Fred Johnson, Matt Glunt, PE, GEI, Inc., Ecological From: Laura Schwanof and Bill Jacobs, GEI Consultants, Inc., P.C., Kimberly Bradley, GEI, Inc. RE: Ecological Survey of Scannell Properties situated at Sullivan Avenue and John Fitch Boulevard,South Windsor,CT GEI's Wetland Ecologist conducted a preliminary site visit on December 8, 2014,and GEI Staff Botanists/Senior Ecologists conducted a follow-up ecological field survey on December 11, 2014 of the following subject parcels: 59, R004, 89, 135, 175, and 211 Sullivan Avenue(see attached Figure 1).The purpose of the field survey was to conduct a targeted ecological search for eight(8) Connecticut state-listed threated, endangered, or special concern species (i.e., 6 plants and 2 vertebrate species) listed in the December 2, 2014 DEEP letter(Attachment A- NBBD Preliminary Assessment No.:201411398)on the Scannell Properties. Prior to conducting our field surveys, GEI Ecologists conducted a desktop study of the listed species and their habitat requirements, as shown in Table 1 below: SCIENTIFIC NAME COMMON STATE PREFERRED HABITAT* POTENTIAL NAME STATUS AVAILABLE HABITAT VASCULAR PLANT: Carex squarrosa Squarrose SC Native perennial sedge that prefers Yes Sedge shaded,seasonal/temporary flooded wetlands in woods,forest edges, prairies,sedge meadows&gravelly seeps. Dichanthelium Pale-leaved SC** Native perennial grass that prefers Yes xanthophysum Rosette-panic well-drained woodlots,meadows, Grass heaths,fields,thickets&cleared rights of way. Lygodium Climbing Fern SC Evergreen fern that prefers acidic, No;Off-site palmatum sandy soil in moist pine-oak-maple wood lot to woods,moist thickets&stream south banks. Schoenoplectus Torrey Bulrush T Rhizomatous perennial that prefers Yes torreyi shallow water in wetlands on lake www.geiconsultants.com GEI Consultants,Inc.,P.C. 110 Walt Whitman Road,Suite 204,Huntington Station,New York 11746 631.760.9300 fax:631.760.9301 21Page and pond margins. Scirpus longii Long's Bulrush SC** Perennial sedge that prefers Yes seasonally flooded wetlands,riparian marshes&coastal plains;fire enhanced propagation. Triosteum Narrow-leaved E Herbaceous perennial that prefers Yes— angustifolium Horse Gentian partial shade,mesic to upland Southern field woodlots,riverbanks,thickets, borders prairies;fire enhanced propagation. VERTEBRATE ANIMAL: Asio flammeus Short-eared T General:Open plains,marshes,sand Foraging Owl dunes,croplands; Forage: Mice,small habitat birds,insects;Breeding:ground nester in shallow surface depressions. Melanerpes Red-headed E General:Open country, pastures, No;Off-site to erythrocephalus Woodpecker parks,clearings,flooded south bottomlands,slashed or burned groves with an abundance of dead trees; Forage: Insects,berries,acorns, seeds&nuts;Breeding:cavity nester in forest interior of deciduous woodlands with oak,beech,elm, maple or hickory,and utility poles. * References for preferred habitat conditions listed at the end of this memo. * Identified as extirpated by CTDEEP. Walking transects were conducted across the subject properties encompassing all of the vegetative cover types, as well as along the periphery to observe immediate off-site conditions. Observed flora and fauna species were documented and identified down to the lowest possible taxonomic level. Particular focus was given towards identification of any rare species, unique and critical habitats on the subject properties and vicinity. Findings: The majority of the subject site was covered by introduced vegetation, including cool season turf grasses, agricultural or winter cover crops,weedy/invasive vines,groundcovers and shrubs along the outer margins of the cultivated field, and landscaped areas under varying degrees of site management. Only the eastern and southern periphery was found to support native vegetation (i.e.,grasses, shrubs and trees).Table 2 provides a list of plants and wildlife species observed on 3 1 P a g e and adjacent to the subject site.While the developed areas that support buildings and other structures closest to the perimeter roadways were found to be relatively dry, GEI observed numerous wet pockets on the golf driving range and cropland portions of the subject properties. None of the rare plant or wildlife species listed in Table 1 were identified by GEI on the subject site. Of the potentially available habitats on-site,the field edges along the eastern and southern periphery exhibited the highest degree of plant diversity.The mixed pine-oak woodland and low- lying pockets that bordered the properties to the south also provided the highest likelihood for supporting several of the listed rare plant species,and were carefully scrutinized. However, no positive presence of any listed plant or animal species was found. Given the current and historical uses and management of the subject property, primarily consisting of plowed agricultural land and mowed lawn, it is not likely that the listed rare plant species would be present.Also, no red- headed woodpeckers or short-eared owls were observed on-site, and no field signs(e.g., nest cavities, ground nests,owl pellets or guano concentrations) indicating potential site utilization by these two species were identified.The dilapidated barn on-site was also checked for wildlife use, but no signs of owls, bats or other rare species were found. REFERENCES: Bent, C.A. 1961. Life Histories of North American Birds of Prey, Part 2. Dover Publications Reprint of 1938 Smithsonian Institution United States National Museum Bulletin 170. Bent, C.A. 1964. Life Histories of North American Woodpeckers. Dover Publications Reprint of 1939 Smithsonian Institution United States National Museum Bulletin 174. Gleason, H.A. and A. Cronquist. 1991. Manual of Vascular Plants of Northeastern United States and Adjacent Canada.The New York Botanical Garden, Bronx, NY. Holmgren, N.H. 1998.The Illustrated Companion to Gleason and Cronquist's Manual: Illustrations of the Vascular Plants of Northeastern United States and Adjacent Canada.The New York Botanical Garden, Bronx, NY. http://bna.birds.cornell.edu/bna/species/518/articles/breeding. Accessed 12/12/14. http://bna.birds.cornell.edu/bna/species/518/articles/conservation.Accessed 12/12/14. http://bna.birds.cornell.edu/bna/species/518/articles/habitat.Accessed 12/12/14. https://gobotany.newenglandwild.org/species/.Accessed 12/10/14. http://Plants.usda.gov. Accessed 12/15/14. http://www.discoverlife.org/mp/20?search=Triosteum+angustifolium.Accessed 12/10/14. 4 1 P a g e http://www.pittstate.edu/department/herbarium/wildflowers/.Accessed 12/10/14. Rawinski,T.J. 2001. New England Plant Conservation Program Scirpus longii Fern. Long's Bulrush. Conservation and Research Plan for New England. New England Wildflower Society. IN 59 SULLI AVE Slit"' 135 • -00. AVE � SULLIV N z 89 SULLIVAN AVE AV p II 211 SULLIVAN 175 SULLIVAN AVE AVE w 9' LEGEND Q SITE PARCELS FLAGGED WETLANDS SOURCE: 0 80'REGULATED WETLAND AREA 1.2012 ESRI WORLD IMAGERY 2.WETLANDS FROM FIGURE TITLED"INLAND WETLAND LOCATIONS",VIA,DESIGN PROFESSIONALS,10-27-14. New Industrial Development 1 Sullivan Avenue and Route 5 SITE AERIAL 0 300 600 South Windsor Connecticut SCALE: 1"=300' Scannell Development Co. GEI Consultants Indianapolis, Indiana Project 1414770 May 2015 Fig. 1 J:\Projects\Scannell Development Co\New Industrial Developmenhwetlands.mxd Scannell Properties, Ecological Survey conducted 12-11-14 by GEI Consultants,Inc. P.C. Table 2(a). Fauna Observed from the Subject Property Scientific Name Common Name Habitat Found Branta canadensis Canada Goose Driving range Corvus brachyrhynchos American Crow Fly-over Eremophila alpestris Horned Lark Crop field Larus argentatus smithsonianus Herring Gull Driving range Odocoileus virginianus White-tailed Deer Tracks across property Poecile atricapillus Black-capped Chickadee Call/offsite-Woodlot to south Sitta canadensis Red-breasted Nuthatch Call/offsite-Woodlot to south Thryothorus ludovicianus Carolina Wren I Crop field Vulpes vulpes Red Fox Tracks in crop field Table 2 (b). Flora Observed from the Subject Property Botanical Name Common Name Habitat Found Acer rubrum Red Maple East&south periphery Alnus incana Speckled Alder Offsite-Woodlot to south Andropogon virginicus Broomsedge East&south periphery Apocynum spp. Dogbane Crop field Betula lenta Sweet/Black Birch Offsite-Woodlot to south Betula populifolia Gray Birch East&south periphery Celastrus orbiculatus Asiatic Bittersweet Periphery Chenopodium album Lamb's Quarters Throughout Cornus sericea Red Twig Dogwood East periphery Cucurbita moschata Butternut Squash Crop field Cyperaceae Sedge Driving range Dichanthelium acuminatum Hairy Panicgrass East&south periphery Dichanthelium clandestinum Deertongue Grass South periphery, hedgerow Dichanthelium commutatum Variable Panicgrass Driving range Erigeron canadensis Horeseweed Crop field Fagus grandifolia American Beech East&south periphery Juncus effusus Soft Rush East&south periphery Juncus spp. Rush Driving range Leucobryum glaucum Pincushion Moss Driving range Lycopodium obscurum Ground Pine East&south periphery Lyonia ligustrina Maleberry Offsite-Woodlot to south Mitchella repens Partridgeberry Eastern periphery Monotropa uniflora Indian Pipe South periphery Myrica pensylvanica Northern Bayberry East periphery Osmunda regalis Royal Fern East periphery Panicum dichotomiflorum Fall Panicgrass Hedgerow&periphery Panicum virgatum Switchgrass East&south periphery Phegopteris connectilis Long Beech Fern East periphery Phytolacca americana American Pokeweed Crop field Picea abies Norway Spruce Northern periphery Pinus strobus Eastern White Pine East&south periphery Plantago lanceolata English Plantain Hedgerow&periphery Platanus occidentalis American Sycamore Offsite-Woodlot to south Poa annua Annual Bluegrass Driving range Poa pratensis Kentucky Bluegrass Northern Lawns Polygonum aviculare Doorweed Crop field Polytrichum commune Common Haircap Moss East&south periphery Populus deltoides Eastern Cottonwood East periphery Quercus alba White Oak Offsite-Woodlot to south Quercus palustris Pin Oak East&south periphery Quercus velutina Eastern Red Cedar East periphery Quercus velutina Black Oak East&south periphery Quercus x saulii Hybrid Oak Offsite-Woodlot to south Rosa multiflora Multiflora Rose Hedgerow Rubus allegheniensis Highbush Blackberry Periphery Rubus hispidus Swamp Dewberry East&south periphery Rumex acetosella Red/Sheep Sorrel Throughout Secale cereale Cereal Rye Crop field Silene spp. Catchfly Hedgerow Smilax herbacea Smooth Carrionflower East&south periphery Smilax rotundifolia Catbrier South periphery Solidago rugosa Rough-stemmed Goldenrod East&south periphery Sphagnum spp. Sphagnum Moss South periphery Suaeda calceoliformis Pursh seepweed Crop field Vaccinium corymbosum Northern Highbush Blueberry East&south periphery Verbascum thapsus Common Mullein Crop field • �45.,� Connecticut Department of ENERGY & ENVIRONMENTAL PROTECTION December 2,2014 Mr. Thomas Pietras Pietras Environmental Group,LLC 15 Briarwood Lane Wallingford,CT 06492 tom((apietrasenvironmentalgroup.com Project: Preliminary Site Assessment for Commercial and Industrial Use Development at Six Properties at 59 to 211 Sullivan Ave.And John Fitch Boulevard in South Windsor, Connecticut NDDB Preliminary Assessment No.: 201411398 Dear Thomas, I have reviewed Natural Diversity Data Base maps and files regarding the area delineated on the map provided for the proposed preliminary site assessment for the commercial and industrial use development at six properties between 59 and 211 Sullivan Avenue and John Fitch Boulevard in South Windsor, Connecticut.According to our records there are known extant species that occur either within or in close proximity to this property. I have attached a list of species to this letter. Please be advised that this is a preliminary review and not a final determination.A more detailed review will be necessary to move forward with any subsequent environmental permit applications submitted to DEEP for the proposed project. This letter cannot be used or submitted with your permit applications at DEEP. This preliminary assessment is good for one year. Natural Diversity Data Base information includes all information regarding critical biological resources available to us at the time of the request. This information is a compilation of data collected over the years by the Department of Energy and Environmental Protection's Natural History Survey and cooperating units of DEEP,private conservation groups and the scientific community. This information is not necessarily the result of comprehensive or site-specific field investigations. Consultations with the Data Base should not be substitutes for on-site surveys required for environmental assessments. Current research projects and new contributors continue to identify additional populations of species and locations of habitats of concern,as well as,enhance existing data. Such new information is incorporated into the Data Base as it becomes available. The result of this review does not preclude the possibility that listed species may be encountered on site and that additional action may be necessary to remain in compliance with certain state permits. Please contact me if you have further questions at(860)424-3592, or dawn.mckaygct.gov . Thank you for consulting the Natural Diversity Data Base. Sincerely, Dawn M. McKay Environmental Analyst 3 79 Elm Street,Hartford,CT 06106-5127 www.ct.gov/deep Affirmative ActionlEqual Opportunity Employer Species List for NDDB Request Scientific Name Common Name State Status Vascular Plant Carex scluarrosa Sedge SC Dichanthelium xanthophysum Panic grass Sc* Lygodium palmatum Climbing fern SC Schoenoplectus torreyi Torrey bulrush T Scirpus longii Long's bulrush SC* Triosteum angustifolium Narrow-leaved horse gentian E Vertebrate Animal Asio flammeus Short-eared owl T Melanerpes erythrocephalus Red-headed woodpecker E E = Endangered, T=Threatened, SC= Special Concern, *Extirpated Page 1 of 1 P.O. BOX 1 167 21 JEFFREY DRIVE ■ SOUTH WINDSOR,CT 06074 n PHONE: 860.291.8755 FAX: 8onalsi .8757 Is c.com www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, *Rhode Island • • May 5, 2015 CERTIFIED MAIL • Re: Sullivan Avenue Industrial Park, Regional Distribution Center Inland Wetlands & Watercourses/Planning& Zoning Applications 175 Sullivan Avenue Dear Abutting Property Owner: In accordance with Section 7.3b of the "Town of South Windsor Inland Wetlands, Watercourses, and Conservation Regulations", we are required to notify you that an application has been filed on the property abutting yours and it is subject to a hearing by the Inland Wetlands Agency/Conservation Commission. The application and plans are on file with the South Windsor Planning Department. Furthermore, in accordance with the Rules & Regulations of the South Windsor Planning & Zoning Commission, you are hereby notified that an application has been filed on the property located at 175 Sullivan Avenue, abutting your property, which will be the subject of a meeting by the Planning & 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 hearings)/meeting(s) to ask questions and/or give comments, however, you are not required to attend. You may also submit written comments regarding the application(s) prior to the meeting if you so desire. For further information regarding the specific hearing date of the Planning & Zoning application, please contact Michele Lipe, AICP, Town Planner, at the South Windsor Planning Department at 860-644-2511, ext. 252. For further information regarding the specific hearing date for the Inland Wetlands & Watercourses Application, please contact Jeff Folger, Environmental Planner/Conservation Officer, Planning Department, 860-644-2511, ext. 229. • 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 • G:\jobs\3496.Lot3\Docs\Applications\3496 Lot 3 Abutter Notice 5-5-2015.doc Direct Abutter List Scannell Properties - #175 Sullivan Avenue MAP BLOCK MAILING ADDRESS OWNER P.O. Box 67 109 2 East Windsor, CT 06028 Cohen Properties, LLC P.O. Box 67 1 17 East Windsor, CT 06028 Cohen Mark S. &Janice L. 389 Slater Street 121 46 South Windsor, CT 06074 Kellner Daniel 10700 Evendale Drive j 47 Cincinnati, OH 45214 Neyra Edward J. 1800 East 9th St., Suite 175 49�Indianapolis, IN 46240 Scannell Properties#205, LLC P.O. Box 415 41 E. Windsor Hill, CT 06028 1200 Sullivan Avenue, LLC 44 Bancroft Lane 38 South Windsor, CT 06074 �Zarnrnx, LLC 10*1 N Sf4 co �;) Tiov� aps-au� V&U&ot wC, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR•co TELEPHONE 860 644-2511 Certified #70111570000063328475 May 27, 2015 Peter DeMallie Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 RE: Appl. #15-28P—Regional Distribution Center II, 175 Sullivan Avenue Dear Mr. DeMallie: At the May 20, 2015 regular meeting, the Inland Wetlands Agency/Conservation Commission approved Appl. #15-28P— Regional Distribution Center II - 175 Sullivan Ave., Lot#3 - IWA/Conservation Commission application for an industrial site plan. The site is located southerly of Sullivan Ave, and easterly of John Fitch Blvd (RT-5). Industrial (1) Zone, with the following conditions: 1. The final approved copy of the entire set of plans and this letter reproduced thereon must be submitted to the Planning Department. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The applicant shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on May 20, 2020. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. Bond shall be collected in the amount of$20,000 for installation and maintenance of erosion and sediment controls; $20,000 for installation of stormwater controls. 5. Reconfiguration of peninsula in the mitigation area to maximize the travel path of water flow through the mitigation area to be shown on plans. 6. Check dams on the interconnecting swales to be shown on plans. 7. Coordination with town staff on maintenance and vector control in the created water bodies, to be added to Maintenance Plan. 8. All approvals required must be obtained and submitted prior to any activity on the site. 9. A contact person shall be identified on the plans. Very truly yours, INLAND WETLANDS AGENCY/CONSERVATION COMMISSION Elizabeth A Warren, Chairperson cc: Director of Planning Chief Building Official Attorney Gerlt