Conservation Commission

Minutes of the Taunton Conservation Commission September 18, 2017 Present Chair Steven Turner, Commissioners Debra Botellio, Marla Isaac, Richard Enos, Luis Freitas. Commissioners Ernest Enos and Neil Kelly were absent. Motion to accept the minutes of August 21, 2017 DB, second MI, so voted. Motion to go out of order DB, second MI, so voted. Public Meeting 1. 52 Pat-Ree Drive, Souza, RDA, DSE-1159 Brad Fitzgerald present for the owner. Field Report stated that this filing is for a septic system repair with 1500 gallon septic tank and leaching field within the 100-foot buffer of a bordering vegetated wetland. The wetland was flagged by SFG Associates, Inc. on August 15, 2017 using pink flags numbered 1 to 4. MR reviewed the wetland delineation on Monday, September 11th and agreed with the placement of flags which are at the top of slope. The new soil absorption system (SAS) will be 55 feet from the wetland and the poly liner will be 50 feet away. The SAS will be composed of Quick4 Plus chambers in the same location as the current system. A siltation barrier is depicted on the plan at least 45 feet from the BVW. The work as proposed will not negatively affect the wetland, therefore MR recommends that the Taunton Conservation Commission approve the project and issue a Negative Determination to include the attached Special Conditions. MR also recommends that the Commission approve the wetland delineation for reference purposes only. Motion to issue a Negative Determination with Special Conditions 1-4, 7, 8, 14, 18, 19, and approve delineation, DB, second MI, so voted. Public Hearing 3. S. Precinct St, Cohenno, NOI, SE 73-2723 Brad Fitzgerald present for the owner. Field Report stated that this filing is for a single family home with septic system, driveway, utilities, and associated grading as well as a wetland delineation approval. This property is on the easterly side of South Precinct Street (across from the intersection with Caswell Street), and abuts Lake Rico/Little Bearhole Pond/Furnace Pond. The wetlands were delineated as follows: 1-1 to 1-19, EB- 1 to EB-17, and 2-1 to 2-28 were flagged on March 7, 2016 by Sabatia, Inc. and 1-20 to 1-37, EB-18 to EB-38, 2B-1 to 2B-13, and 3-1 to 3-19 were flagged on November 8, 2016 by Sabatia, Inc. On August 29th, MR walked the wetland area with Brad Fitzgerald, SFG Associates Engineer, and determined that the stream is intermittent. The plans submitted show that designation (flags EB-1 to EB-38). MR later walked the remainder of the delineation and agreed with the placement of the flags. Flags 2B-12, 2B-13, and 2- 24 to 2-26 are for reference purposes only. The proposed house, garage, and septic system are outside jurisdiction, while grading and the driveway are within the 100-foot buffer zone. A siltation barrier is depicted on the plan and is at least 40 feet from the wetland. Grading and the driveway fall within 53 feet and 45 feet respectively of the wetland. The work as proposed will not negatively impact the associated wetland areas or neighboring properties. MR recommends that the Taunton Conservation Commission  approve this project and issue an Order of Conditions to include the attached Special Conditions. MR also recommends approving the wetland delineation as stated above. Motion to approve and issue an Order of Conditions with Special Conditions 1-6, 17, 19, 21, 25-27, 28. Plow snow away from the wetland; 29. No use of salt or chemicals on the driveway, DB, second LF, so voted. Back to original order Other Business 1. Bunk Pond: Discussion regarding moving chain farther in to allow space for 2-3 cars for fishermen. Residents were not happy about this. Present were Mike & Ineatha Walton, 262 Prospect Hill St.; Gary & Diane Quimby, 365 Elm St W, Raynham; Joyce Ehrenzweig, 268 Prospect Hill St; Jeff Maynard, 345 Elm St W, Raynham. JM: in the last 2 years there have been a number of issues with about 20 kids after 7:30pm. Parking on the street – called cops – they came but did not issue tickets. IW: cars at 2 or 3 in the morning – drinking, loud radio…GQ: at 1:30am the kids are still around and loud. A revote by the Commission was taken: unanimously voted to have no parking and to put up chain at top of entrance. MR to call DPW to put up chain and signs. MR to send a certified letter to MassDOT regarding the hole in fence and request a response before 10/2/17 meeting. 2. 147 Winthrop Street: Denise Higgins from Goodwin Realty present to request that the Commission waive the levy on the property so that they can get a buyer to fix property. Levy was issued by Superior Court. ST asked Ms. Higgins what amount of fine she wanted it lowered – she said $10,000 (the current level is over $1million). The Commission was having none of it. No guarantees that work would ever get done. They asked if Mr. Friere was a US citizen. Ms Higgins did not know. Motion to not waive the levy, DB, LF, so voted. Continued COC 1. 17 Williams Ave., Aspen Properties, (COC), SE73-2662 Field report states that this project was for the construction of a 44’ x 28’ single family home with attached garage, 12’ x 12’ deck, driveway, utilities, and associated grading on a lot in existence since at least 1920, and upon which a dwelling once stood up until 2012 according to aerial photos. MR re-inspected this property again on September 6th and found that all lawn areas are now stable. The siltation barrier can be taken down. MR recommends that the Taunton Conservation Commission issue a Certificate of Compliance for this project. Motion to issue a COC, DB, second MI, so voted. 2. 590 Somerset Ave., (COC), SE73-2273 The District Manager was not able to attend the meeting and requested that it be continued to the October 2nd meeting. Motion to continue to October 2nd DB, second MI, so voted. 3. 101 Cavalier Ave., COC, SE 73-2700 Field Report states this filing was for the replacement of an existing failed septic system located in the front yard and within the 100-foot buffer zone of a BVW. On August 16th MR wrote that this filing be continued to the September 18th meeting as there were two areas of erosion along the slope on the right side (east) of the yard adjacent to the wetland edge. There are also a few patches of  bare earth along the front of the lawn at the edge of the road. These areas have been re- loamed and reseeded but are not yet stable. MR recommends that this filing be continued to the October 2nd meeting so that the areas of concern can have more time to develop. Motion to continue to October 2nd, DB, second MI, so voted. Certificate of Compliance 1. 89 Briggs Street (Lot 1), (77-362), Hopgood, (COC), SE73-2657 Field report states that this project was for the construction of a single family house with attached garage, deck, utilities, and associated grading. All work has been completed in significant compliance to the Order of Conditions issued on June 21, 2016 except for the rear yard which falls within 11 feet of the wetland. The deck is 28 feet (rather than 27 feet) from the wetland. There is no indication of siltation or other disturbance to the wetland and all areas are stable. MR recommends that the Taunton Conservation Commission issue a COC for this project. Motion to issue a COC, DB, second MI, so voted. 2. 87 Briggs Street (Lot 2), (77-362), Hopgood, (COC), SE73-2638 Field report states that this project was for the construction of a single family ranch-style house with attached garage, deck, utilities, and associated grading, and is adjacent to and east of #89 Briggs St. All work remained outside the Commission’s 25-foot Wetland Protection Zone (WPZ). The garage and deck were switched to the west side of the house. There is no indication of siltation or disturbance to the wetlands and all lawn areas are stabilized. The siltation barrier can be removed. Work was completed in significant compliance to the Order of Conditions issued on March 23, 2016; therefore, MR recommends that the Taunton Conservation Commission issue a Certificate of Compliance for this project. Motion to issue a COC, DB, second MI, so voted. 3. 81A Briggs Street (Lot 6), (77-361), Hopgood, (COC), SE73-2642 Field report states that this project was for the construction of a single family home with attached garage, deck, utilities, and associated grading, and is on the north side of Briggs Street with Silver Street (paper street) along the eastern property line. The original Order was amended on August 17, 2016 in order for the house to be moved further back from the road and closer to the wetland. The lawn extends to the 25 foot WPZ line (noted as ridge line on the first plan) and there is a clearly defined drop to the wetland. There does not appear to be any siltation or incursion into the wetland and all lawn areas are stable and have been mowed consistently. In fact, this property has the best looking lawn of the all the new lots. The swale is less defined but it seems to be working properly. The six white pines are closer to the new house and form an arc to screen the neighbor’s view. The work significantly complies with the Order and Amended Order. MR recommends that the TCC issue a COC for this project. Motion to issue a COC, DB, second MI, so voted. 4. 105 Frazier Pasture Road, Arieta, (COC), SE73-2409 Field report states this project was for the construction of a single family home, with garage, septic system, driveway, utilities, and associated grading. All work has been completed in significant compliance to the Order of Conditions issued on October 7, 2009. The lawn is stable and has been mowed multiple times. There is no indication of siltation or incursion into the wetlands and the siltation barrier stakes can be removed and the tops of the socks slit open. MR  recommends that the TCC issue a COC for this project. Motion to issue a COC, DB, second MI, so voted. 5. 400 Revolutionary Drive, Skyline Contracting, (COC), SE73-2197 Field report states that this filing was for the construction of a split level office/warehouse to include parking, grading, utilities, and stormwater management systems. All work has been completed in significant compliance to the Order of Conditions issued on July 31, 2006. MR recommends that the TCC issue a COC for this project. Motion to issue COC, DB, second MI, so voted. 6. 201 Alfred Lord Blvd., VWI Towers, LLC, (COC), SE 73-2609 Field report states this project was for the construction of a telecommunications facility comprised of panel antennas mounted on top of a 145-foot monopole near the existing buildings on the property. The associated telecommunications equipment are located at the base of the pole and within a 75’ x 75’ lease area with a 60’ x 52’ compound area surrounded by an 8’ tall chain link fence topped by barbed wire. The access drive extends from the existing driveway to a 12’ wide gravel drive to the tower location. Stormwater from the facility is directed to a sand filter for pretreatment and then an infiltration trench to the north of the facility. The stormwater from the gravel drive is directed to a grass swale along the southeast side of the road then to a sediment forebay and pocket wetland system. The pocket wetland was seeded with a New England wetland mix and planted with swamp azalea and silky dogwood and the area is functioning properly. All disturbed areas are stable and there is no indication of disturbance to the BVW. MR recommends that the TCC issue a COC for this project. Motion to issue COC, DB, second MI, so voted. Public Meeting 1. 159 Hodges Street, Sousa, (RDA), DSE-1158 (Rich Enos steps down) Field report states this filing is for a septic system repair to include abandoning the existing system, replacing the existing tank, and building a new leaching field. The wetland was flagged by Zenith Consulting Engineers, LLC in August, 2017. MR visited the site on Thursday, September 7th, and agreed with the placement of the flags, which are blue and numbered WF1 to WF-5. All work is outside the 50-foot buffer line and located to the east side of the house. A siltation barrier is depicted at least 68 feet from the wetland. The existing system will be abandoned and filled with sand or removed from the site if encountered during construction. The new soil absorption system (SAS) will be placed to the right (east) of, and 20 feet off the house and 17 feet from the easterly property line. It will consist of 30 ADS Arc-36 plastic chambers with a 40 mil liner located in the rear of the field. The existing septic tank will be removed and replaced with a new 1500 gallon H-20 septic tank which will be placed in front of the house. The SAS will be 84 feet from the wetland and the liner will be 78 feet away. The work as proposed will not negatively impact the BVW. MR recommends that the Taunton Conservation Commission approve the project and issue a Negative Determination to include the attached Special Conditions and that the Commission approve the wetland delineation as described above. Motion to approve with conditions 1-4, 7, 8, 14, 18, and 19, DB, second LF, so voted. Extension 60 Short Street, Castro, (ORAD EXT), SE73-2605 (Rich Enos steps back in) Field report states that this filing is for the construction of a single family home with garage, driveway, septic system, utilities, and associated grading. The area was flagged and received an Order of Resource Area Delineation on January 14, 2015 from this Commission. The entire lot is within the Three Mile River ACEC. The Applicant is requesting a three-year extension so that he can have additional time to develop and design a house plan. MR recommends that the TCC grant a one year Extension to the ORAD. Motion to grant the extension, DB, second RE, so voted. Public Hearings 1. West Water Street, COT/DPW, (NOI), SE73-2721 Alan Gunnison present. Field report states that this filing is for the replacement of an existing sewer pump station and installation of two new sewer force mains which will run to the influent channel at the Waste Water Treatment Facility. The project will take place within portions of BVW buffer zone, BVW, Coastal Bank buffer zone, Inland Bank, Bordering Land Subject to Flooding (BLSF) and Riverfront. Wetland Strategies, Inc. delineated the resource areas in January, 2017. These resource areas consist of bordering vegetated wetland (BVW), intermittent stream, riverfront area and bank of the Taunton River. The pump station is located within the Densely Developed Area (per the Secretary of Environmental Affairs on July 10, 2002) and thus has a 25-foot rather than 200-foot riverfront area. The following areas were delineated: Riverfront Area: Top of Bank (TOB) TOB1-TOB7 blue flags; Bordering Vegetated Wetlands (BVW): there are three BVWs associated with the intermittent stream along the project area: a. Series A: A1 – A22 is along the northwesterly side of the project area (west of #740); b. Series B: B1 – B13 is south of the intermittent stream; c. Series C: C1 – C8 is north of the Taunton Animal Shelter and west of the project area and extends to West Water Street. The existing pump station is undersize and has had issues due to clogging. When the existing station reaches capacity, the excess wastewater is discharged to the Taunton River through a permitted combined sewer overflow (CSO) structure. This project involves replacing the existing station and installing two new sewer force mains. The goal of the project is to reduce combined sewer overflows thus reducing the amount of bacteria and other elements of the wastewater from entering the Taunton River. The new pumping station will be constructed between the existing station and the Taunton River. The proposed pumping system will consist of four duty pumps and one back-up. The two new 24” pipes will run from the proposed pump station to the influent channel at the waste water treatment facility (WWTF). They will generally follow the alignment of the original 20” force main installed in the late 1940’s and the majority of this pipe will be removed. Sections that remain in place will be abandoned in place. Once in place, the disturbed areas will be re-graded to match existing grades. Disturbed areas within the wetlands and buffer zones will be reseeded with a New England wetland mix. Because the project is to replace/upgrade the sewer infrastructure close to their current locations, there is no way that the Applicant can completely avoid impacts to the resource areas. All areas will be protected from erosion and sedimentation with straw wattles. There will be temporary disturbance to the BVW but no BVW loss due to this project. Upland vegetated areas disturbed by the work will be loamed and seeded with a residential seed mix. The disturbance to the resource areas will be temporary and there are no permanent disturbances. The Taunton River is a tidal river and as such is considered a Coastal Bank. There will be no disturbance of the bank during the proposed work. There will be permanent Coastal Bank Buffer disturbance of 3,515 square feet and 5,114 square feet of temporary disturbance during the installation of the new pumping station and associated equipment. The entire pump station is located within the 100-year floodplain an filling will be required for grading and construction. A portion of the force mains is also within the 100-year floodplain but no filling is required. Due to the size of the site there is no available area with which to provide the requisite compensatory storage. The City is completing the Weir Riverfront Park project which is quite close to this site and additional flood storage has been provided at the park site, thus meeting the requirement to provide compensatory storage that the work will not restrict flows that may cause an increase in flood stage or velocity that restrict flows that may cause an increase in flood stage or velocity.10 CMR 10.60). This site is within the 25-foot Densely Developed Riverfront Area and all areas on this site have been previously disturbed during original installation of the existing sewer infrastructure. The work for the proposed new pump station will temporarily disturb 430 square feet while 271 square feet will be permanently altered. According to 310 CMR 10.58(4): “Where the presumption set forth in 310 CMR 10.58(3) is not overcome, the applicant shall prove by a preponderance of the evidence that there are no practicable and substantially equivalent economic alternatives to the proposed project with less adverse effects on the interests identified in M.G.L. c.131 § 40 and that the work, including proposed mitigation, will have no significant adverse impact on the riverfront area to protect the interests identified in M.G.L. c. 131 § 40… (a) Protection of Other Resource Areas. The work shall meet the performance standards for all other resource areas within the riverfront area, as identified in 310 CMR 10.30 (Coastal Bank), 10.32 (Salt Marsh), 10.55 (Bordering Vegetated Wetland), and 10.57 (Land Subject to Flooding). When work in the riverfront area is also within the buffer zone to another resource area, the performance standards for the riverfront area shall contribute to the protection of the interests of M.G.L. c. 131, § 40 in lieu of any additional requirements that might otherwise be imposed on work in the buffer zone within the riverfront area.” The project complies with the performance standards for other resource areas and as far as the Riverfront standards, the alternative analyses provided show that this is the most cost effective and that there is no significant adverse impact on the riverfront area. The work as proposed, even with the permanent 271 sq ft of riverfront disturbance, will be an overall improvement to the water quality of the Taunton River with less wastewater discharge events as it will increase the efficiency of the conveyance of wastewater to the  WWTF. MR recommends that the Taunton Conservation Commission approve the project and issue an Order of Conditions to include the attached Special Conditions. In addition, MR recommends that the Commission approve the wetland delineation as described above for reference purposes only. Motion to approve with special conditions 1-5, 19, 21, 25- 27, DB, second MI, so voted. 2. 1358 Cohannet Street, Campbell, (NOI), SE73-2722 Bob Campbell present. Field report states that this filing is for the construction of a single family home with attached garage, driveway, utilities, and associated grading. The project site was a historical mill complex and as such, the project is exempt from the Rivers Protection Act, 310 CMR 10.58(6)(k). The property is also within the ACEC of the Three Mile River and NHESP Priority Habitat of Rare Species and Estimated Habitat of Rare Wildlife. There is no BVW associated with this site. The edge of the Three Mile River is flagged as Mean Annual High Water (MAHW) and was delineated by Ecosystems Solutions, Inc. on June 29, 2017 using flags MAHW-1 to MAHW-12. The house is outside the 100-year Floodplain, elevation 36 to the north and elevation 32 to the west. The project must adhere to regulations regarding redevelopment within a Riverfront Area. According to 310 CMR 10.58(5)(a): “Redevelopment Within Previously Developed Riverfront Areas; Restoration and Mitigation. Notwithstanding the provisions of 310 CMR 10.58(4)(c) and (d), the issuing authority may allow work to redevelop a previously developed riverfront area, provided the proposed work improves existing conditions. Redevelopment means replacement, rehabilitation or expansion of existing structures, improvement of existing roads, or reuse of degraded or previously developed areas. A previously developed riverfront area contains areas degraded prior to August 7, 1996 by impervious surfaces from existing structures or pavement, absence of topsoil, junkyards, or abandoned dumping grounds. Work to redevelop previously developed riverfront areas shall conform to the following criteria: (a) At a minimum, proposed work shall result in an improvement over existing conditions of the capacity of the riverfront area to protect the interests identified in M.G.L. c. 131 § 40. When a lot is previously developed but no portion of the riverfront area is degraded, the requirements of 310 CMR 10.58(4) shall be met.” A stone retaining wall, built when the mill pond was created, remains along the bank of river and is in very good shape. The proposed house will be built where there is currently foundation rubble from a previous mill building. The immediate area around the proposed house will be graded and top of foundation will be at 45. Behind the proposed house, the area will be cleared and loamed and seeded up to 25 feet from the river to the north (right side of house) and 42 feet from the river to the west (rear of the house). There is an existing 8” drain pipe that runs from in front of #1398 Cohannet to the river’s edge. The elevation of the pipe from the bank is approximately 2 feet and there is a scour pool which should be reinforced with riprap to prevent additional erosion. Farther up the bank about 15-20 feet is a hole through which the pipe flows and this should be repaired as well. The DPW has been notified about this. A siltation barrier is depicted on the plan and is at least 27 feet from the river. The work on the lot will clean up the foundation rubble and remnants of the mill complex as well as clean up the invasive plants within the lot. A tree line will be maintained around the perimeter and will be at least 25 feet off the river’s edge. Grading will come to within 32 feet of the river’s edge while the closest corner of the house will be 41 feet away. The project as presented should not negatively  impact the river and will improve the overall site. MR recommends that the Taunton Conservation Commission approve this project and issue an Order of Conditions to include the attached Special Conditions. MR also recommends that the Commission approve the delineation, MAHW-1 to MAHW-12, for reference purposes only. Motion to approve with conditions 1-5, 19, 21, 24-27 and 28: released Order of Conditions after receipt of NHESP letter, DB, second LF, so voted. 3. Reported earlier 4. 49 Woodbine Street (Lot 1), Aspen Property Holdings, LLC, (NOI), SE73-2725 Nick Dufresne, Engineer present. Field report states that this filing is for the construction of a single family house with garage, deck, utilities, and associated grading. The wetlands were approved under DEP file # SE 73-2654 and an ORAD issued on May 18, 2016. The lot is at the end of the road and on the northerly side of the cul-de-sac. At the closest, the deck stairs will be 10.9 feet from the designated NHESP restriction boundary and 71 feet from the wetland. The driveway will be 65 feet from the wetland. Roof runoff will be directed two cultic rechargers. The work as proposed will not negatively impact the wetland as the detention basin will sufficiently handle the additional stormwater. MR recommends that the Taunton Conservation Commission approve this project and issue an Order of Conditions to include the attached Special Conditions. Motion to approve with conditions 1-9, 15, 17, 19, 21, 23-27, and 28: No incursion into the NHESP Restrictive Boundary in perpetuity, RE, second LF, so voted. 5. 48 Woodbine Street (Lot 9), Aspen Holding Properties, LLC, (NOI), SE73-2724 Nick Dufresne, Engineer present. Field report states that this filing is for the construction of a single family house with garage, deck, driveway, utilities, and associated grading. The wetlands were approved and an ORAD issued on May 18, 2016 (SE 73-2654). The deck stairs will be the closest structure to the NHESP Restrictive Boundary at 6 feet. Grading will come to within 58 feet of the wetland while the house will be 83 feet away. Roof drains will be directed to two Cultec Rechargers. A siltation barrier is shown along the limit of work. The work as proposed should not negatively impact the wetland and MR recommends that the Taunton Conservation Commission approve the project and issue an Order of Conditions to include the attached Special Conditions. Motion to approve with conditions 1, 2, 3, 4, 5, 6, 19, 21, 25, 26, and 27, 28- No incursion into the NHESP Restrictive Boundary in perpetuity, DB, second ST, so voted. 6. 720 West Water Street, West Water Realty Trust, (NOI), SE 73-2726 Mike Ducharme, owner, and Shane Oates, Engineer with Coneco present. Field report states that this filing is for a mix of development and redevelopment of the site including the preservation of the existing wooden structure and concrete pads, rearranging the soil mounds, expanding the parking lot and one of the existing concrete pads, replacing the existing Quonset style frame and canopy with a new structure on the existing pad, installation of a scale, site grading, and the installation of an infiltration basin with a sediment forebay. The wetland delineation was approved and an ORAD issued on April 4, 2017 (DEP # SE 73-2695). In the front of the property, the metal shed will be removed as well as the existing concrete, and the metal gate will be relocated to the right of the current entrance. A concrete barrier along the southerly property line will be removed. Within this area the entrance will be reconfigured and repaved and 11 parking spaces  provided. The current Quonset canopy will be removed and a 3-bay structure will be built upon the existing concrete pad. Changes around the existing wooden building include: removal of concrete pads, and relocation of the overhead light. In front of the building will be 10 new parking spots and the new scale will be set up on a 115’ x 20’ concrete pad along the south side (left) of the building. To the south (left) of the new scale, a 40’ x 8.5’ trailer is proposed and new bituminous concrete will be laid down on the current gravel area surrounding the building. This site currently has no stormwater management and stormwater runs untreated into the bordering wetlands. This project includes a stormwater management system which will greatly improve the water quality via an infiltration basin with a sediment forebay. Due to high groundwater, existing structures and minimal grade change make it difficult to divert the additional impervious area to the stormwater BMPs but there will be a decrease of 19% (from 41,230 sf of untreated impervious area to 33,380 sf) in impervious area left untreated. The infiltration basin will have a weir which will direct the flow through two pipes which end into plunge pools prior to draining into the wetlands. The majority of the proposed changes to the site will be outside the 100-foot buffer zone. The areas within the buffer zone include a portion of the new pavement, rearrangement of existing mounds of soil, and the stormwater management system. Pavement will come to within 19 feet of the BVW, while the infiltration basin outlet will be within 7 feet. This project is an overall improvement and will not negatively impact the resource areas. Stormwater will be attenuated and the discharge of pollutants reduced. Soil piles will be moved around to where needed but will not be any closer to the wetlands. Snow is plowed and stored on the side of the property away from the wetlands. MR recommends that the Taunton Conservation Commission approve this project and issue an Order of Conditions to include the attached Special Conditions. Motion to issue Order of Conditions with Special Conditions 1-9, 11, 19, 21, 25-27, DB, second MI, so voted. Other Business 1. Boyden Gates. MR brought in quotes. Motion to go with In-Line Fence for the back gate, MI, second RE, so voted. Discussion regarding whether the front gate needs to be electric. LF and ST brought up issues with other electric gates in town malfunctioning. They did not make a motion regarding action for the front. Continue getting quotes. Adjourned at 8:40pm