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2024 Stormwater Inspection L3Harris 20240923
F:\P2012\0090\R28\Deliverables\Report\2024 Stormwater Inspection L3Harris 20240923.Docx 1 L3Harris Facility 50 Prince Street, Northampton, Massachusetts 2024 Stormwater Inspection and Maintenance Review INTRODUCTION On September 23, 2024, Timothy J. St. Germain, P.E. of Fuss & O’Neill, performed a stormwater inspection and reviewed operation and maintenance records of the L3Harris (Maritime Sensors Division, KEO) facility located at 50 Prince Street in Northampton, Massachusetts. Allison Avallon Duke, Manager, Facilities of L3Harris met Mr. St. Germain during the site visit and provided maintenance-related information and records. This stormwater inspection and maintenance review report is for the period October 1, 2023 to September 23, 2024. The following section evaluates each stormwater feature and maintenance requirement of the facility’s operation, maintenance, and inspection agreement (refer to Attachment A) under the Northampton Stormwater Management Ordinance. The facility’s inspection records are included in Attachment B, maintenance records are included in Attachment C, and site inspection photographs are included in Attachment D. L3Harris identified no storm events with recorded 24-hour precipitation greater than 2.5 inches during the period October 1, 2023 to the date of the inspection. SUMMARY Based on the September 23, 2024 inspection, the stormwater infrastructure on the site is in good condition. The facility has maintained the stormwater bioswales, bioretention areas, and detention basin as specified in the Landscape Maintenance Plan. Maintenance activities included routine plant maintenance (including picking up trash, etc.), mowing, weeding, and removal of leaf debris. Landscaping was conducted up to weekly during the summer months. Landscaping invoices are included in Attachment C. L3Harris continues to work closely with their landscaper, Hilltown Tree & Garden LLC (Hilltown) of Chesterfield, Massachusetts, to assist with improving the landscaping and maintenance across the entire site as well as improving the vegetation on the eastern side. Hilltown is actively assessing the landscaping including invasive species and is developing strategies to improve the long-term viability of native vegetation and stormwater system functionality. Additional landscaping over the past year has included planting of 16 trees (including river birch, eastern red cedar, tupelo, elm, swamp white oak bald cypress and sycamore) and 40 shrubs (aronia, clethra, winterberry holly, potentilla, 9 bark, witch-hazel, bayberry and elderberry). As reported in 2021, the area in the front of the building (refer to photographs showing the front beds at the entrance area as well as CB-12 and CB-13 in Attachment D) had been overtaken by an invasive species (i.e., horsetail). In response, this area had been treated to eliminate the vegetation. In 2022, the invasive species had been eradicated and 1/3 of the area from the front lobby to CB-13 has been replanted with a diverse mix of grasses (2200 new plugs and 250 replacement plugs which did not winter over), which replaces the dominant use of Carex. The diverse plantings are intended to strengthen the vegetation and prevent future invasives. In 2023, L3Harris continued the replanted program with approximately 1/3 of the original area replanted with a diverse mix a vegetation including 2,000 perennials (350 eurybia divaricate – white wood aster; 350 symphyotrichum cordifolium – bluewood aster; 250 eupatorium penfoliatum – boneset; 150 eutrochium fistulosum – hollow stem Joe-Pye weed; 250 chelone glabra – turtlehead; 150 rudbeckia laciniata – green headed coneflower; 150 coreopsis F:\P2012\0090\R28\Deliverables\Report\2024 Stormwater Inspection L3Harris 20240923.Docx 2 lanceolata – lance leaved coreopsis; and 350 – echinacea purpurea – eastern purple coneflower). In 2024, L3Harris continued the replanted program with the planting of 2,000 perennials over a 2,500 square foot area. The new plantings appear to be thriving. These plantings are included in photographs provided in Attachment D. As shown in the photographs, a small area remains unplanted, but it is L3Harris’ intention to modify the shipping/receiving area, which would impact the unplanted area. L3Harris reported and provided invoices to document that the catch basins were cleaned out on December 5, 2023, May 1, 2024 and September 3, 2024 and paved areas swept on December 15, 2023, April 11, 2024 and September 3, 2024. The facility conducts detailed quarterly stormwater inspections of the site in accordance with the requirements of the EPA Multi-Sector General Permit and conducts routine inspections of the site, including inspection of the bioretention areas, the outlet control structures, the Vortechs® unit, and Detention Basin No. 6. Wayfinding posts with identification numbers are installed at each of the catch basins and bioretention areas to facilitate site inspections. In 2010, the facility transitioned from a sand and salt mixture to salt only for de-icing of paved areas. Since no sand is applied to paved areas, there is very little sediment buildup in the catch basins. There was no sediment observed in the gravel filter strip inlet areas to the bioswales and bioretention areas, and little to no sediment in the pervious areas of the bioswales or bioretention. The bioswales and bioretention areas on the site have adequate vegetation growth in most areas, with the exception of the bioretention areas CB-20, CB-22, and CB-23. As reported in previous years, these basins are non-infiltrating basins and the high volume of runoff the areas receive is likely limiting vegetation growth. During July 2018, CB-22 was transitioned to a ¾-inch gravel bed to see how the vegetation grows and if erosion decreases. This area appeared to be stable at the time of the September 23, 2024 inspection. Photographs of the areas are included in Attachment D. Overall, the vegetation density in the bioswales and bioretention areas has increased since previous stormwater inspections, with fuller vegetation and more cattails, sedges, and grasses filling the swales. The increased vegetation density helps to increase the stability of the soils and enhance pollutant removal. Although there was no evidence of erosion in the bare spots observed in bioretention areas CB-20, CB-22 and CB-23, a denser stand of vegetation is recommended consistent with the original landscaping plan, which L3Harris has been working to address. F:\P2012\0090\R28\Deliverables\Report\2024 Stormwater Inspection L3Harris 20240923.Docx 3 INSPECTION RESULTS The inspection results are presented in the same format as the “Stormwater Facility Maintenance Schedule” included in the facility Stormwater Management Plan (See Attachment A). The requirement for each stormwater management structure is provided in italics, followed by the inspection results in the accompanying text box. Parking Lot Sweeping The parking lots and paved areas will be swept a minimum of twice per year, including once in the spring soon after snow melt. Any sediment collected will be transported and disposed of off-site in accordance with applicable regulations. The paved areas on the site were swept three times in the past year – December 15, 2023, April 11, 2024 and September 3, 2024. The invoices for the parking lot sweeping services are included in Attachment C. Catch Basins and Manholes Inspect semi-annually and after any storm event where 2.5 inches, or more, of rain falls within a 24-hour period. Clean structures to remove any accumulated sediment and floatables which inhibit the flow through the structure. Catch basins shall be cleaned twice per year, once in the spring (April -May), and once in the fall (October-November). Sediment and debris shall be transported and disposed of off-site in accordance with applicable regulations. L3Harris identified no storm events with recorded 24-hour precipitation greater than 2.5 inches during the period October 1, 2023 to the date of the inspection. [It should be noted that due to staffing changes, records of semi-annual inspections of catch basins and manholes could not be provided by L3Harris at the time of the inspection. L3Harris is working to correct this oversight.] The catch basins were cleaned out three times in the past year - December 5, 2023, May 1, 2024 and September 3, 2024. The invoices for these services are included in Attachment C. All Bioswales and Bioretention Areas Inspect quarterly upon completion of construction activities. Observe that the bioswales and bioretention areas are operating as intended. The bioswales are designed to collect and convey stormwater from the parking lots to the bioretention areas. The bioretention areas are designed to collect, store and infiltrate stormwater conveyed from the bioswales until the stormwater fills to the elevation of the catch basin grate in the bioretention area. Failure of the bioretention areas can occur if sediment and debris is allowed to build up to the point where infiltration and plant growth is inhibited. Therefore, the bioswales and bioretention areas must be routinely inspected for sediment and debris build-up and erosion on the above established schedule. If there is accumulation of sediment and debris over 2 inches in depth in any area, the sediment and debris shall be removed, transported and disposed of off-site in accordance with applicable regulations. Inspect gravel filter strips at curb inlets and remove debris and sediment build-up. Gravel shall be added to the filter strips as required to maintain the minimum 8-inch wide x 8-inch deep dimensions. F:\P2012\0090\R28\Deliverables\Report\2024 Stormwater Inspection L3Harris 20240923.Docx 4 During winter months, maintain breaks in curbing free from snow and ice to allow proper drainage. Snow shall not be plowed or stored in the bioswales or bioretention areas. The vegetation in the bioswales and bioretention areas shall be inspected and maintained in accordance with the Landscape Maintenance Plan on the following schedule: Spring - identify and replace dead plants, prune broken or dead branches from woody plant materials, remove leave accumulations, and re-seed bare native grass areas. Mulch shall be replaced in the bioretention areas every two years in the spring. Summer - inspect plant materials for signs of pest infestation or disease, remove weeds, and prune plants as necessary to maintain clearances for parking. Fall - remove leaf accumulation and trim native grass to a height of no less than 6-inches. All bioswales and bioretention areas including CB-5, CB-6, CB-7, CB-8, CB-9, CB-10, CB-11, CB-12, CB-13, CB-17, CB-18, CB-20, CB-21, CB-22, CB-23, and CB-24 were inspected during the site visit on September 23, 2024 and were found to be in good condition. Site inspection photographs are contained in Attachment D. No sediment was observed within the gravel filter strip inlet areas on the eastern or western side of the facility. The gravel filter strips at the curb cut inlets were observed to be in good condition. The filter strips were observed to be at least 8 inches wide and are believed to be approximately 8 inches deep. The facility intends to continue to maintain the gravel filter strips on a 5-year schedule by removing the stone and clearing sediment buildup. Little to no sediment was observed within the bioswales and bioretention areas. The facility transitioned from a sand and salt mixture to salt only for de-icing of paved areas in 2010, which has decreased the rate at which sand accumulated in the inlet areas and bioretention or bioswale areas. As has been the case for several years, CB-19 has transitioned from a bioretention area to a wet detention basin with permanent standing water (note: this area appeared to be dry during the September 23, 2024 inspection likely as a result of the extended drought from mid-August through the date of the inspection). The area is located on the edge of the site and is providing habitat value, nutrient removal, and peak flow reduction. Although the area was originally intended as a bioretention area, the basin is not included in the site water quality volume treatment calculations, which the Northampton Department of Public Works approved in a letter dated May 17, 2012. Therefore, no changes are recommended to the basin. The facility has maintained the stormwater bioswales and bioretention areas as specified in the Landscape Maintenance Plan through routine plant maintenance, mowing, weeding, and removal of leaf debris. Landscaping invoices are included in Attachment C. The use of mulch was discontinued in the parking lot bioswales in 2010 since the mulch tends to float in the stormwater and clogs the catch basin grates. The mulch has been replaced with river stone in a few additional locations to minimize erosion potential. The bioswales and bioretention areas were inspected by facility personnel, and completed inspection checklists are included in Attachment B. Bioswales and bioretention areas (CB-5, CB-6, CB-7, CB-8, CB-9, CB-10, CB- 11, CB-12 and CB-13) are inspected routinely by facility personnel. [It should be noted that due to staffing changes, records of quarterly inspections at CB-17, CB-18, CB-20, CB-21, CB-22, CB-23 and CB-24 could not be provided by L3Harris at the time of the inspection. L3Harris is working to correct this oversight.] F:\P2012\0090\R28\Deliverables\Report\2024 Stormwater Inspection L3Harris 20240923.Docx 5 Parking stalls located between the parking islands on the western side of site are used for snow storage. Snow is not placed within bioswales or bioretention areas. The bioswales and bioretention areas on the site have adequate vegetation growth in most areas, with the exception of bioretention areas CB-20, CB-22, and CB-23. As reported in previous years, these non- infiltrating basins receive large runoff volumes, which is believed to limit vegetation growth. In July 2018, the facility began testing the use of ¾-inch gravel in CB-22 to increase vegetation density and reduce erosion. Overall, the vegetation density in the bioswales and bioretention areas has increased since previous stormwater inspections, with fuller vegetation and more cattails, sedges, and grasses filling the swales. The increased vegetation density helps to increase the stability of the soils and enhance pollutant removal. Bioretention Areas in Front Parking Lot Which Provide Infiltration (CB-5, CB-6, CB-7, CB-8, CB-9, CB-10, CB-11, CB-12, CB-13) In addition to the inspection and maintenance requirements detailed above for all bioswales and bioretention areas, those bioretention areas in the front parking lot which are designated to provide infiltration shall be subject to the following additional inspection and maintenance requirements. During the first two months of operation following construction, the bioretention areas in the front parking lot shall be inspected after every rainstorm where 2.5 inches or more rain falls within a 24-hour period. The approximate elapsed time from the end of the storm until there is no longer standing water shall be recorded for each bioretention area in the front parking lot. An infiltrating bioretention area shall be deemed to be not functioning correctly if it takes longer than 72 hours to drain completely following the end of a rainstorm. If an area is not functioning correctly the following steps shall be taken to restore the infiltration properties of the bioretention area. • Remove any sediment accumulations from the areas which are not draining. Re-check standing water duration following next significant storm. • If sediment accumulation removal does not restore the infiltration characteristics of the bioretention area, loosen the topsoil and subsoil by tilling, harrowing, or overturning the material in the problematic areas. Vegetation should be removed prior to disturbing the soils if possible. Following disturbance, replant and/or replace the vegetation and mulch. • If sediment removal and soil loosening efforts do not restore the required infiltration properties, the upper 30-inches of soil should be removed and replaced with new engineering planting mix consisting of 40% sand, 20% topsoil, and 40% compost. Vegetation should be removed prior to excavation if possible. Following replacement of the soil, replant and/or replace the vegetation and mulch. Stormwater Pollution Prevention Plan Inspection Reports (Attachment B) indicate that no standing water for greater than 72 hours within bioretention areas CB-5, CB-6, CB-7, CB-8, CB-9, CB-10, CB-11, CB-12, or CB- 13 during the past year has been observed. Refer to the inspection evaluation in the previous section for additional information. L3Harris identified no storm events with recorded 24-hour precipitation greater than 2.5 inches during the period October 1, 2023 to the date of the inspection. F:\P2012\0090\R28\Deliverables\Report\2024 Stormwater Inspection L3Harris 20240923.Docx 6 Vortechs® Treatment Unit (WQS-1) Inspect semi-annually upon completion of construction activities. Observe that the unit is operating as intended and that there is no structural damage or wear that should be corrected. Inspection results and maintenance work should be recorded on the Vortechs® inspection and maintenance log included with this document. All chambers of the unit should be checked for sediment buildup during the routine inspection. The Vortechs® unit should be cleaned out with a vacuum truck immediately in the event of a spill in the parking lots or loading dock area, when the depth of sediment has accumulated to within 12 to 18 inches of the dry weather surface water elevation in the swirl chamber, or a minimum of once per year. If present, sediment should also be removed from the baffle chambers during the cleaning process. Cleaning should be performed during dry weather conditions when no flow is entering the system. All material removed from the Vortechs® unit should be disposed of off-site in accordance with applicable regulations. The Vortechs® unit was inspected during the biweekly site inspections conducted by facility personnel (Attachment B). Records of the depth of water and depth to sediment were recorded. The sediment depth has consistently been less than 4 inches. The three chambers of the Vortechs® unit were cleaned using a vacuum truck at the same time as the catch basin cleaning. Outlet Control Structures (OCS-1, OCS-3) Inspect semi-annually upon completion of construction activities and after any storm event where 2.5 inches, or more, of rain falls within a 24-hour period. Observe that the outlet control structures are operating as intended. The outlet control structures are designed to detain and control the outflow of stormwater at certain points in the stormwater management system. These structures should be inspected for sediment, debris build-up, and damage. Sediment and debris should be removed during the routine inspection so that there is no interference with the intended operation of the structure. Sediment and debris should be transported and disposed of off-site in accordance with applicable regulations. OCS-1 and OCS-3 were inspected for depth of sediment, debris, and damage during the site visit on September 23, 2024. Sediment depth was less than 1-inch and there was no observed debris or damage to the units. [It should be noted that due to staffing changes, records of semi-annual inspections at OCS-1 and OCS-3 could not be provided by L3Harris at the time of the inspection. L3Harris is working to correct this oversight.] Subsurface Detention System Inspect semi-annually upon completion of construction activities. Observe that the subsurface detention system is operating as intended and in accordance with manufacturer's requirements. The subsurface detention system is incorporated into the stormwater system to temporarily detain stormwater within the management system. The detention system shall be inspected through the access risers and cleanout ports for sediment and debris build-up and damage. Sediment and debris shall be removed when the depth of material exceeds 15% of the detention system pipe diameter. F:\P2012\0090\R28\Deliverables\Report\2024 Stormwater Inspection L3Harris 20240923.Docx 7 Sediment and debris shall be removed from the subsurface system through the access risers and the cleanout ports using a vacuum truck. Manual cleaning through the access ports may be required if it is determined that large debris is present in the system. Only certified confined space entry personnel shall enter the system for manual cleaning. Sediment and debris shall be transported and disposed of off-site in accordance with applicable regulations. The Subsurface Detention Systems located on the eastern and southern sides of the building were inspected for depth of sediment, debris build-up and damage during the site visit on September 23, 2024. No debris or sediment was observed in the systems; therefore, sediment removal is not required at this time. No damage was observed. [It should be noted that due to staffing changes, records of semi-annual inspections at SSD1 and SSD2 could not be provided by L3Harris at the time of the inspection. L3Harris is working to correct this oversight.] Detention Basin No. 6 Inspect semi-annually upon completion of construction activities and after any storm event where 2.5 inches, or more, of rain falls within a 24-hour period. Particular attention should be paid to the condition of the basin outfall area following large storm events. Access for inspection and maintenance of the basin shall be across the grassed slope from the fire lane along the south side of the L3Harris facility. The detention basin shall be inspected for debris and sediment build-up, erosion, health of vegetation, and settlement. General trash and debris shall be removed on a semi- annual basis. If erosion is found it should be repaired utilizing loam, seed, and erosion control blankets, as necessary. Sediment shall be removed from the main basin area when it reaches a depth of 6-inches, but not less than once every five years. Sediment shall be removed from the forebay when it reaches a depth of 6-inches, but not less than once every year. Sediment and debris shall be transported and disposed of off-site in accordance with applicable regulations. The outlet control structure and downstream swale including the weir, outlet pipes, and rip rap channel shall be inspected for signs of deterioration, clogging, or erosion. Outlet pipes shall be cleaned and erosion shall be repaired with additional rip rap or loam, seed, and erosion control blankets as necessary. The basin vegetation shall be mowed and/or trimmed on a semi-annual basis to a height of no less than 4- inches. F:\P2012\0090\R28\Deliverables\Report\2024 Stormwater Inspection L3Harris 20240923.Docx 8 Detention Basin No. 6 was inspected during the site visit on September 23, 2024 with respect to debris and sediment build-up, erosion, the health of the vegetation, and settlement. Overall, the basin was found to be in good condition. Site inspection photographs are provided in Attachment D. The results of inspections completed by facility personnel (Attachment B) indicate no issues within the last year. L3Harris identified no storm events with recorded 24-hour precipitation greater than 2.5 inches during the period October 1, 2023 to the date of the inspection. At the time of the site visit, there was no evidence of debris or clogging of the inlet or outlet structures or within the basin. There are some vegetation located near the low-level outlet intake pipe, although they do not appear to be impacting the flow path. Maintenance of the forebay or basin is not required at this time. The vegetation around the edge of the basin is mowed routinely for access. The gravel located at the inlet to the pond and the gravel placed in the downstream channel are working to minimize erosion of the inlet and outlet to the pond. The vegetation within the basin is healthy and is well-established. Areas Downstream of Detention Basin No.6 Inspect semi-annually upon completion of construction activities. The 18-inch inlet at Grove Street shall also be inspected after any storm event where 2.5 inches, or more, of rain falls within a 24-hour period. Flow from detention basin no 6 leaves the rip rap outlet pad and travels through a small wetland area to an 18-inch diameter reinforced concrete drainage system inlet adjacent to Grove Street. A portion of the outflow from the basin is also directed by a small vegetated berm to a drainage channel which runs parallel to the driveway for 91 Grove Street before discharging to the drainage system inlet. This small berm was constructed to prevent the detention basin outflow from entering the back parking area for 91 Grove Street. The vegetated berm, small channel, and general grading of the wetland area must be maintained so that drainage flows are directed to the rip rap basin and 18-inch inlet and not to the paved parking area at 91 Grove Street or to the Grove Street roadway. The wetland area between the basin outfall and the drainage system inlet, the vegetated berm, and the small channel along the 91 Grove Street driveway should be inspected on a semi-annual basis for erosion. If erosion is found it should be repaired utilizing loam, seed, and erosion control blankets. Approval from the Conservation Commission may be necessary prior to undertaking work within the designated wetland area. The 18-inch inlet to the Grove Street drainage system should also be inspected for sediment build-up and clogging. If sediment or debris reaches a depth of 6-inches or more in the small rip rap basin at the inlet it should be removed and disposed of off-site in accordance with applicable regulations. An easement for access to the property at 91 Grove Street for inspection and maintenance of the drainage system components has been prepared and a sketch detailing the limits of this easement is attached. All maintenance work and access shall be performed in accordance with the requirements of the easement agreement. F:\P2012\0090\R28\Deliverables\Report\2024 Stormwater Inspection L3Harris 20240923.Docx Attachment A Inspection and Maintenance Review Requirements ATTACHMENT A Stormwater Facility Maintenance Schedule Name of Project:Kollmuorgen Electro—0ptical Facility C Project Location:Village Hill ,So_uth Campus —Princ_e_Street _. Assessor's Map,Parce!(s):Map_3,8A,”n1ultiple parcels Owner of the Stormwater System: Kollmorgen owns the facility.and will be responsible for compliance with ail environmental permits.'i . Responsible Party for Operation &Maintenance of Stormwater System ‘ During construction of the proposed stormwater improvements,the Contractor shail have responsibility for day—to-day operation and maintenance of ali stormwater control systems, as well as compliance with the EPA NPDES Construction General Permit and adherence to the SWPPP for the project.At the time that construction is complete,Kollrnorgen will take over all maintenance requirements for the stormwater control systems.r Financial Responsibility for Operation &Maintenance of Stormwater System:V Kollmorgen owns the facility and will be responsible for compliance with ail environmental permits.~V ../ Maintenance Schedule --(see attached plans for locations) Parking Lot Sweeping The parking lots and paved areas will be swept a minimum of twice per year,including once in the spring soon after snow melt.Any sediment collected will be transported and disposed of off-site in accordance with applicable regulations. Catch Basins and Manholes Inspect semi—annuaily and after any storm event where 2.5 inches,or more,of rain falls Within a 24-hour period. Clean structures to remove any accumulated sediment and floatables which inhibit the flow through the structure.Catch basins shall be cleaned twice per year,once in the spring (April—May),and once in the fall (October—November).Sediment and debris shall be transported and disposed of off—site in accordance with applicabie regulations. All Bi,0SWa.|€S,and Bioretention Areas Inspect quarterly upon completion of construction activities. __Page 1 of 5 Observe that the bioswales and bioretention areas are operating as intended.The bioswales are designed to collect and convey stormwater from the parking lots to the bioretention areas.The bioretention areas are designed to collect,store and infiltrate stormwater conveyed from the bioswales until the stormwater fills to the elevation of the catch basin grate in the bioretention area.Failure of the bioretention areas can occur if sediment and debris is allowed to build up to the point where infiltration and plant growth is inhibited. Therefore,the bioswales and bioretention areas must be routinely inspected for sediment and debris build—up and erosion on the above established schedule.If there is accumulation of sediment and debris over 2 inches in depth in any area,the sediment and debris shall be removed,transported and disposed of off—site in accordance with applicable regulations. Inspect gravel filter strips at curb inlets and remove debris and sediment build—up.Gravel shall be added to the filter strips as required to maintain the minimum 8-inch wide x 8-inch deep dimensions.Z During winter months,maintain breaks in curbing free from snow and ice to allow proper drainage.Snow shall not be plowed or stored in the bioswales or bioretention areas. The vegetation in the bioswales and bioretention areas shall be inspected and maintained in accordance with the Landscape Maintenance Plan on the following schedule: Spring —identify and replace deacl plants,prune broken or dead branches from woody plant materials,remove ieave accumulations,and re—seed bare native grass areas.Mulch shall be replaced in the bioretention areas every two years in the spring. Summer -inspect plant materials for signs of pest infestation or disease,remove weeds,and prune plants as necessary to maintain clearances for parking. _l=a1_il ~remove leaf accumulation and trim native grass to a height of no less than 6- inches. Bioretention Areas in Front Parking_Lot.,Which Provide Infiltration (CB—5,CB—. 6,CB~7,CB-8,CB—9,CB—10,CB—11,CB;1,2,,CB:L3_) In addition to the inspection and maintenance requirements detailed above for all bioswales and bioretention areas,those bioretention areas in the front parking lot which are designated to provide infiltration shali be subject to the following additional inspection and maintenance requirements. During the first two months of operation following construction,the bioretention areas in the front parking lot shall be inspected after every rainstorm where 2.5 inches or more rain falls within a 24-hour.period.The approximate elapsed time from the end of the storm until there is no longer standing water shall be recorded for each bioretention area in the front parking lot.V An infiltrating bioretention area shall be deemed to be not functioning correctly if it takes longer than 72 hours to drain completely following the end of a rainstorm.If an area is not functioning correctly the following steps shall be taken to restore the infiltration properties of the bioretention area.. -Remove any sediment accumulations from the areas which are not draining.Re- check standing water duration following next significant storm. ,-Page 2 of 5 ~If sediment accumulation removal does not restore the infiltration characteristics of the bioretention area,loosen the topsoil and subsoil by tilling,harrowing,or 'overturning the material in the problematic areas.Vegetation should be removed prior to disturbing the soils if possible.Following disturbance,replant and/or replace the vegetationand mulch.3 . 0 If sediment removal and soil loosening efforts do not restore the required infiltration properties,the upper 30—inches of soil should be removed and replaced with new engineering planting mix consisting of 40%sand,20%topsoil,and 40%compost. Vegetation should be removed prior to excavation if possible.Following replacement of the soil,replant and/or replace the vegetation and mulch. \/ortechs Treatment "U_nit,_(_W_QS_—11 ' Inspect semi—annually upon completion of construction activities. Observe that the unit is operating as intended and that there is no structural damage or wear that should be corrected.Inspection results and maintenance work should be recorded on the Vortechs inspection and maintenance log included with this document. All chambers of the unit should be checked for sediment buildup during the routine inspection.The Vortech unit should be cleaned out with a vacuum truck immediately in the event of a spill in the parking lots or loading dock area,when the depth of sediment has accumulated to within 12 to 18 inches of the dry weather surface water elevation in the swirl chamber,or a minimum ofonce per year.If present,sediment should also be removed from the baffle chambers during the cleaning process.Cleaning should be performed during dry weather conditions when no flow is entering the system. All material removed from the Vortech unit should be disposed of off—site in accordance with applicable regulations. Outlet Control Structures (OCS—1,OCSe3)r Inspect semi—annually upon completion of construction activities and after any storm event where 2.5 inches,or more,of rain falls within a 24-hour period. Observe that the outlet control structures are operating as intended.The outlet control structures are designed to detain and control the outflow of stormwater at certain points in the stormwater management system.These structures should be inspected for sediment, debris bulld—up,and damage.Sediment and debris should be removed during the routine inspection so that there is no interference with the intended operation of the structure. Sediment and debris should be transported and disposed of off~site in accordance with applicable regulations. Subsu rface Detentilon i System Inspect semi—annually upon completion of construction activities. Observe that the subsurface detention system is operating as intended and in accordance with manufacturer's requirements.The subsurface detention system is incorporated into the stormwater system to temporarily detain stormwater within the management system. '.Page 3 of 5 The detention system shall be inspected through the access risers and cleanout ports for sediment and debris build»up and damage.Sediment and debris shall be removed when the depth of material exceeds 15%of the detention system pipe diameter.Sediment and debris shall be removed from the subsurface system through the access risers and the cleanout ports using a vacuum truck.Manual cleaning through the access ports may be required if it is»determined that large debris is pre_sent_in thesystem.Only certified confined space "entry personnel shall enter the system for manual cleaning. Sediment and debris shall be transported and disposed of off-site in accordance with applicable regulations.‘ Detention Basin No.6 r Inspect semi—annually upon completion of construction activities and after any storm event where 2.5 inches,or more,of rain falls within a 24-hour period.Particular attention should be paid to the condition of the basin outfall area following large storm events. Access for inspection and maintenance of the basin shall be across the grassed slope from the fire lane along the south side of the Kollmorgen facility. The detention basin shall be inspected for debris and sediment build—up,erosion,health of vegetation,and settlement.General trash and debris shall be removed on a semi—annual basis.If erosion is found it should be repaired utilizing loam,seed,and erosion control blankets,as necessary.__ Sediment shall be removed from the main basin area when it reaches a“depth of 6—inches, but not less than once every five years.Sediment shall be removedfrom the forebay when it reaches a depth of 6-inches,but not less than once every year. Sediment and debris shall be transported and disposed of off—site in accordance with applicable regulations. The outlet control structure and downstream swaie including the weir,outlet pipes,and rip rap channel shall be inspected for signs of deterioration,clogging,or erosion.Outlet’pipes shall be cleaned and erosion shall be repaired with additional rip rap or loam,seed,and erosion control blankets as necessary. The basin vegetation shall be mowed and/or trimmed on a semi—annual basis to a height of no less than 4—inches. Areas Downstream of Detentipn Basin No.6 Inspect semi—annually upon completion of construction activities.The 18-inch inlet at Grove Street shall also be inspected after any storm event where 2.5 inches,or more,of rain falls within a 24-hour period. Flow from detention basin no.6 leaves the rip rap outlet pad and travels through a small wetland area to an 18-inch diameter reinforced concrete drainage system inlet adjacent to Grove Street.A portion of the outflow from the basin is also directed b.y a small vegetated berm to a drainage channel which runs parallel to the driveway for 91 Grove Street before discharging to the drainage system inlet.This small berm was constructed to prevent the detention basin outflow from entering the back parking area for 91 Grove Street.The vegetated berm,small channel,and general grading of the wetland area must be Page 4 of 5 maintained so that drainage flows are directed to the rlp—rap basin and 18-inch inlet and not to the paved parking area at 91 Grove Street or to the Grove Street roadway. The wetland area between the basin outfall and the drainage system inlet,the vegetated berm,and the small channel along the 91 Grove Street driveway should be inspected on a semi~annual basis for erosion.If erosion is found it should be repaired utilizing loam,seed, and erosion control blankets.Approval from the Conservation Commission may be necessary prior to undertaking work within the designated wetland area. The 18-inch inlet to the Grove Street drainage system should also be inspected for sediment build—up and ciogging.If sediment or debris reaches a depth of 6—inches or more in the small rip rap basin at the inlet it should be removed and disposed of off—site in accordance with applicable regulations.. An easement for access to the property at 91 Grove Street for inspection and maintenance of the drainage system components has been prepared and a sketch detailing the limits of this easement is attached.All maintenance work and access shall be performed in accordance with the requirements of the easement agreement. Record Keeping and Annual Reports Records shall be maintained by Kollmorgen Electro—Optical at their offices as described above and shall document all routine and emergency maintenance work performed on the stormwater management system and shall bear the signature of the individual supervising the work.Annual reports documenting the inspection and maintenance of the stormwater management system shall be certified by a registered professional engineer or other qualified stormwater professional,as approved by the Northampton Department of Public Works.Annual reports shall be submitted to the Northampton Department of Public Works and the Northampton Office of Planning and Development no later than October 1*‘of each year._A _ Page 5 of 5 |gdO u|_EQ_EHvfigZ02gm__wZ2 _=§_\___EZQFH6wEUIW ZOF<QE_n_O_2X005 UZESIEGS:Dmmsml Q SW350D5mzaé iéidifl§_§En_ H -_ = u i -II. gmggmmmmg____oEEm___H__°Z_______mmN___> _3_ao_O_:8_m r_%__OE__8__5?‘K kMfl_F___“___>‘Vw_L§,_>“Q§l_;_vu_ _g I__%_____uy _\“__y§ __ NEE ___g§_§_m§__$;S£_N$53m__m_w___tNMwm:€_uE$gEM__°____§_____8SENus9_u‘M55135 :2>__VaEM>gtUCkSE3 _‘ _IQBB!I>Z_O62"5G505">___g:8HSEH -‘ Na!I>Z_fig“I5 “TI: BN2H__E 2'23 35H>___22M__E> Eli $62I2_:2H5 NTIE‘ §:_§I>Z_GW_ZV_qh=H2_:2ISE :42 DJ:I)5Mg:ISE_ g|§ _figH2 SEI___~_ NIX} $2U2:2n:2 7% s‘NO_">2_£2IIE Eli cud!‘>Z_E2HSE fill: Eé8g_H>Z_S5_=_M_H>Z_ B52uHE ‘#43 fig‘EH>Z_ Qéfiz">Z_22BE T; 32H>___3:HE “N18 32H>___52"5 gig 22I>___:2HN3>NEE“H25: 3&0 gm:n>3fig"Ma 3'8 gsI2:2I5 5'8 UN‘:H>___32|% his 22I>___32HMa_ Elm“ :2I>___:2“5 zlfi 32H>1Nd:I5 2'5 :g_n>5SEHg N75 " D:N>Z_ T85_ :2“>Z_Q2:'E GT8 lgH>___f X>Y‘\\_\\\_|‘y\\_‘\\ _\\HMUm\“_____\____:_\\\:____>_\X:5;\‘N92_2;;__’/V/’H'/,0,// ///I__ {llI_‘IHILH/:__\\\_“}‘:\\\\__‘_\‘I,\\\\_‘_\“““““I!‘\__\_\‘/I’‘_\\_\\\_\ ,\\ ___/X/_,H/_~;_’\‘_';,,”jl/I_\lI‘K____V, _\/__ 2E55mamagm855*:__ M \__‘\\_____ \__\_\___ \\\_\\\\ i_m__\v I__H’//If/_//_/////H/H,NI}/1//"l’,/’_’I/1‘/ “__\___M__ \___ v_HH/I’//,//H]/(/__\ //H'%%U%M(I///“_ I/I'1//7I/’_O12_/’///M//H//I//,/_____I/I‘Ia,/ _2°4_u¢E_'/7,,17 :2HS_‘ Z“\‘ \ ____w_I>_______FIEH5______> “I8__ :2n>___\\“K:2u5\___M_\__‘\ TS\_____\ “£2H>___\\_‘‘_EEIE\>_\__\_\__\\__ “'8\_\\__\4_‘_____\_\_\ V_\__________~_\\‘_X_U'g_":_______:____\__‘\___\\Ix_\\_>”___\\8Egg3‘)‘gm’\pans_\_‘\____\\___:_%X\\__v~“-\\_ isbi_____\\_\G___>'3‘‘ N__°_|>___\J_\_>__\\____\__\\_\\_‘K).v_____N_g__“8_\>____\_\______Q\4__R‘\_\_\F__;:"'“v‘_“_m,/’W_\“H“",‘N_kI_ InQ\Fl\_\\_____\\__\‘_A_ __\_\_\__\__\_____T__\__\\\_I_\“_W‘___WC"'______U>‘_\“_$__%__\_\\__\__\___"__\\_\_\\__\‘_0_7_V‘Nag:y_ 3\_4\\___\_A :2Hi_\___\\__‘___‘____(\_5:‘UH3L‘W>v_v___v“Wmv_YE2__E_\_\\\_\:_\_no______v_“_‘_V%%w1UH_mnumP'wA§__v____h>__\_’_v__h NIB\_\\\_‘_\\_\’___\\V‘__m‘F___M¢_‘H\__“vm(m_E:m"A_$H_$wHv%h>__>‘:_Hw_>‘__4‘_v___>>>__H‘__ _~__‘_\__\‘__‘__‘‘_;‘;_HU”"_nfl1s°V_MW_agEMR_h‘__H_|_ °>Nm_">____\\\X“H*_\_‘\\_wY5_1‘U_'_w____uh?"___\U._°z_E°U_‘u.E_°_bw__aw_,___:__Z‘_“_‘__>_H_qmgflE_\\\\C‘\\V\V/‘5_lP,___1111'-J1--wVr41,l“-V-“v10_‘_‘vH_vMH>_'Y_HIL_vInto/V:__>_,‘_N TSh\‘\__‘‘_‘\\\\‘‘_\V/~H‘H|_>_:_>_h‘:‘d_H_Uh_?v_vHOV_/WW‘; _9I_\_:__XX‘\___’_____‘_>O_Y_@Mywt\___\‘‘/__oi‘Zan____HI’'1‘h__n_\_at____\\\_____<r__)_H\*v_‘_‘___'_;__‘______/HH‘_‘_H__‘>_‘_fi\_“\\ “law:32:maZ'_____Qx\_____\__at‘MW¥m_(_mw_MEMMw_hH_\“_H\M_$_“m‘HQHJM__‘__>H_§_;\>H>H‘\_‘H_vw_____H_>é_‘“““>&“1I__)Y("J“QM oz:3‘E__“§ux_auKt:_w_mw8__B5ME=5Eb:__l_(___m_§gE_5ou_\_\_____\\n\'___‘r\“__‘_HHMR/_“_‘u_“y“H‘__H’_'__V‘___/__MvHm___”v_,‘N__"WV‘_W‘HA\,'U_'m,_\>O\. 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"-\ *l>Rl‘lE"lAY_I9 B"l°'RE°T Fm?" /»'\\DRIVEWAY ACCESS EASEMFNT \‘11:1J AREA M ,~ 255 \\\\AP|=iié“c“:A[>'<'i”n}]‘.;¥|'-:A BEGINNING 0?'r><'4><;M .<"//./EX|s_nNG SWALEACHANREL |Z;/-’:3;‘.7_".-",1,/»’.';','.'//;',1’;‘;,I'VE />_, \%3:2%STORY "/'A‘-°NG..DR'VEWAY fAWOOD3“",/’;;2<¢;:<>i,2:::5 ”“”’”":>/E1><-=E OF PM/Ev °R'VE\"A¥ 1,J<L~\-1],-¢.:;,:;";"';‘~~»_‘1 :1 =‘*.';';‘~_§;Z ,,~'/,’-><,~'~v~-NW.“-1 '1'N ,i,»-~_m_,,.V ,V .,,_M '2 , :5,W g EXI/$'l'l/NG SWALE .. -755 50 1”~‘>‘f\‘">f‘1‘1./)7 H W ik ~-J r_1 — ,1 \\\,\éx !/‘/1 \'x\xx‘\\x %.3 )'\BAS|N\OU TFLQW A ,)/--\cu|_v|-:R1‘s\__..,!»...‘.¢,~-.,-.~-I ._.-.I I ._fr’,.X ?\__~\tfia?-.%yl?‘-».K\If *~__-./‘I /1»?7-?K "%>‘;‘r"\.-W K /»\\.in’"V M \A ,,..--~,/ \-\”‘._/\\/ -'‘\,[/ ~\.//,g /..I .N \\X ‘~-x \SHALLOW>.CON(§ENTR;9\v’|T-{ID ’5 %E5ow FRoM.___@AsIN¢;f0u11=Au.,. K M“\‘_\:7:-‘A /fr/X K1 / ,j.‘~.''‘..M_“Mu_d W .»»~~._‘Y M //‘\M7 NH ,‘\\\nRA:N16IcEJs.:g§_TEM ,,\’..\\mgNrENANcE-<.:;;jfl““W //~-/x EASEMENI AREAW.//,,\.-mi-,--fi_::~¢.~]/‘~~-.'70“-H /»M.»\,'"-_»\/»_‘V’.~*-_,~__1_.~\V‘\;\v*~._/\.=\;'\_.'.x»_/x Q“%—",,_\.\.\‘-,.‘......,_,.A \.,,k,;%__<WA J I \/BERM coNs1RucTEo sa+n\><.~ 3,wk‘h ‘1'/1 \ ~.-)/’ '-0am»'--‘-'-M ~»~-1 >1 ~./-'_»M""...r’_____,____1 '»‘-lug-‘__~_-W “M Z VM'<",;|i"/'1 M_¢,,..v ;»_._-N M‘Q -~...,_M....w-;./-""W,“__.—J -f “-_.V-~~¢\\\ ‘£1’./l¢.H".'.\\\W -u ,-"_,-'=I.___"--~,,,,..,;;;:i;-~-'"_._»_-#......~_,-~-..__._1;-*7 ..~---7 ;_5 7 Y5.—Ex:sT|Nc ;sRovEEYSTREETSYSTEM..¢’INLET WITH RIP-0 §‘U5@’__i_ 1. _»-,) GROEF/E STRQEETxv-11___:_ '¢ \“".j..,3..5.-1‘Y _n M '““‘ll:‘-».,\‘-Q:__\‘"~~-.,_M ~_v~'“‘--—“M._:__M‘“N7:-_..-.M _____M n 0'/./=\W..-W ~-_¢r__Y .-..=\‘-I W -~~'W‘.~T"“"'7-[\~—--._%___g;_7_4___'H '2“_7?~~-__________%__ SCALE:1 =40 M20 <?J;?20 fin‘/Ugoj ____""“_-—~tr 2-77 ”I "‘*<>__/./_\__H____‘/2—9 // 7T'\/ no/1:/\o 77 V / /_,1.I’//‘"._.1:/F’/.m \\,'\\Z Z /’ \//‘/~\\\//"” //W Vortechs Inspection &Maintenance Log Vortech Model:______Location:_ Water Floatable i Describe_MaintenanceDate,depth to Layer Maintenance CommentsPersonnelisediment‘I Thickness’Performed 1. 2. The water depth to sediment is determined by taking two measurements with a stadia rod:one measurement from the manhole opening to the top of the sediment pite and the other from the manhole opening to the water surface.if the difference between these measurements is less than eighteen inches the system should be cieaned out.Note:To avoid underestimating the volume of sediment in the chamber,the measuring device must be carefully lowered to the top of the sediment pile. For optimum performance,the system should be cleaned out when the floating hydrocarbon layer accumulates to an appreciable thickness.in the event of an oil spill,the system should be cleaned immediately. 7 ATTACHMENT B STORMWATER MANAGEMENT OPERATION, MAINTENANCE,AND INSPECTION AGREEMENT Pertinent Drainage Easements: 1.Easement to discharge to Basin 5 is contained in the Kollmorgen Release Deed (Book 9957/Page 123),recorded 09/03/2009 2.Easement to discharge from Basin 6 into wetlands on Lot 3 is contained in the Kollmorgen Release Deed (Book 9957/Page 123),recorded 09/03/2009 3.Easement regarding discharge that reaches 91 Grove Street is forthcoming from the City of Northampton,to be recorded A F:\P2012\0090\R28\Deliverables\Report\2024 Stormwater Inspection L3Harris 20240923.Docx Attachment B Facility Inspection Records F:\P2012\0090\R28\Deliverables\Report\2024 Stormwater Inspection L3Harris 20240923.Docx Vortechs Depth Measurements Date Meter Name Equipment Description Equipment No.Description Value Unit of Measure 10/5/2023 WQC-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Sediment 102 Inches 10/5/2023 WQC-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Water 68 Inches 10/5/2023 WQC-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Depth of Water 34 Inches 10/5/2023 WQN-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Sediment 102 Inches 10/5/2023 WQN-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Water 67 Inches 10/5/2023 WQN-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Depth of Water 35 Inches 10/5/2023 WQS-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Sediment 103 Inches 10/5/2023 WQS-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Water 69 Inches 10/5/2023 WQS-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Depth of Water 34 Inches 10/19/2023 WQC-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Sediment 103 Inches 10/19/2023 WQC-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Water 68 Inches 10/19/2023 WQC-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Depth of Water 35 Inches 10/19/2023 WQN-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Sediment 103 Inches 10/19/2023 WQN-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Water 68 Inches 10/19/2023 WQN-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Depth of Water 35 Inches 10/19/2023 WQS-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Sediment 102 Inches 10/19/2023 WQS-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Water 67 Inches 10/19/2023 WQS-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Depth of Water 35 Inches 2/15/2024 WQC-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Sediment 103 Inches 2/15/2024 WQC-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Water 68 Inches 2/15/2024 WQC-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Depth of Water 35 Inches 2/15/2024 WQN-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Sediment 103 Inches 2/15/2024 WQN-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Water 68 Inches 2/15/2024 WQN-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Depth of Water 35 Inches 2/15/2024 WQS-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Sediment 102 Inches 2/15/2024 WQS-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Water 67 Inches 2/15/2024 WQS-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Depth of Water 35 Inches 3/7/2024 WQC-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Sediment 102 Inches 3/7/2024 WQC-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Water 68 Inches 3/7/2024 WQC-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Depth of Water 36 Inches 3/7/2024 WQN-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Sediment 103 Inches 3/7/2024 WQN-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Water 67 Inches 3/7/2024 WQN-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Depth of Water 35 Inches 3/7/2024 WQS-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Sediment 102 Inches 3/7/2024 WQS-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Water 67 Inches 3/7/2024 WQS-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Depth of Water 36 Inches 6/5/2024 WQC-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Sediment 102 Inches 6/5/2024 WQC-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Water 68 Inches 6/5/2024 WQC-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Depth of Water 36 Inches 6/5/2024 WQN-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Sediment 103 Inches 6/5/2024 WQN-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Water 68 Inches 6/5/2024 WQN-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Depth of Water 37 Inches 6/5/2024 WQS-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Sediment 102 Inches 6/5/2024 WQS-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Water 67 Inches 6/5/2024 WQS-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Depth of Water 36 Inches 6/24/2024 WQC-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Sediment 104 Inches 6/24/2024 WQC-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Water 68 Inches 6/24/2024 WQC-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Depth of Water 36 Inches 6/24/2024 WQN-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Sediment 105 Inches 6/24/2024 WQN-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Water 69 Inches 6/24/2024 WQN-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Depth of Water 36 Inches 6/24/2024 WQS-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Sediment 103 Inches 6/24/2024 WQS-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Water 67 Inches 6/24/2024 WQS-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Depth of Water 36 Inches 7/19/2024 WQC-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Sediment 104 Inches 7/19/2024 WQC-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Water 68 Inches 7/19/2024 WQC-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Depth of Water 36 Inches 7/19/2024 WQN-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Sediment 103 Inches 7/19/2024 WQN-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Water 69 Inches 7/19/2024 WQN-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Depth of Water 34 Inches 7/19/2024 WQS-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Sediment 103 Inches 7/19/2024 WQS-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Water 67 Inches 7/19/2024 WQS-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Depth of Water 36 Inches 7/29/2024 WQC-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Sediment 104 Inches 7/29/2024 WQC-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Water 68 Inches 7/29/2024 WQC-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Depth of Water 36 Inches 7/29/2024 WQN-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Sediment 106 Inches 7/29/2024 WQN-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Water 69 Inches 7/29/2024 WQN-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Depth of Water 34 Inches 7/29/2024 WQS-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Sediment 102 Inches 7/29/2024 WQS-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Water 67 Inches 7/29/2024 WQS-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Depth of Water 35 Inches 8/13/2024 WQC-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Sediment 104 Inches 8/13/2024 WQC-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Water 68 Inches 8/13/2024 WQC-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Depth of Water 36 Inches 8/13/2024 WQN-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Sediment 104 Inches 8/13/2024 WQN-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Water 69 Inches 8/13/2024 WQN-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Depth of Water 35 Inches 8/13/2024 WQS-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Sediment 104 Inches 8/13/2024 WQS-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Water 69 Inches 8/13/2024 WQS-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Depth of Water 35 Inches 8/27/2024 WQC-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Sediment 103 Inches 8/27/2024 WQC-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Water 69 Inches 8/27/2024 WQC-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Depth of Water 34 Inches 8/27/2024 WQN-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Sediment 102 Inches 8/27/2024 WQN-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Water 69 Inches 8/27/2024 WQN-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Depth of Water 33 Inches 8/27/2024 WQS-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Sediment 102 Inches 8/27/2024 WQS-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Water 69 Inches 8/27/2024 WQS-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Depth of Water 33 Inches 9/10/2024 WQC-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Sediment 104 Inches 9/10/2024 WQC-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Pvmnt to Water 70 Inches 9/10/2024 WQC-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-Center Depth of Water 34 Inches 9/10/2024 WQN-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Sediment 104 Inches 9/10/2024 WQN-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Pvmnt to Water 69 Inches 9/10/2024 WQN-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-North Depth of Water 35 Inches 9/10/2024 WQS-01 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Sediment 103 Inches 9/10/2024 WQS-02 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Pvmnt to Water 68 Inches 9/10/2024 WQS-03 WQS-1 Vortechs Treatment Unit SWWQS1000000001 WQS-South Depth of Water 35 Inches F:\P2012\0090\R28\Deliverables\Report\2024 Stormwater Inspection L3Harris 20240923.Docx Semi-Annual Pavement Inspection Reports 6/17/2024 Task Instructions (One per Page) ________________L-3 KEQ______________Page 636 Instruction Code PAVEMENT001 Date Last Edited 11/21/2022 Task Description Inspect all paved areas at the 50 Prince Street facility. PURPOSE The purpose of the PM task is to inspect all paved areas at the Prince Street facility iaw the L-3 Corporate PM Binder Program. This is an L-3 Corporate Facilities requirment. NOTES: The pavement was installed new in 2010 by Dietz Construction of Easthampton MA. There are five general paved areas at the Prince Street facility: West shipping: This is the paved area on the west side completely enclosed by fencing. North main lot: This is the paved area in front of the facility running from the west property line to the main driveway and traffic lights. Main driveway: This is the driveway running from the traffice lights to the reception area. It is also the drive connecting the north and east lots. Northeast lot: This is the paved area between the smoke shelter and Prince Street. East lot: This is the paved area between the east side of the facility and the east property line. CORPORATE SERVICE INTERVALS Skim patch As required Seal and stripe Every 3 to 5 years Resurface and strip Every 10 years Replace and stripe Every 30 years FREQUENCY This task will be performed every 3 months or until L-3 Corporate changes this requirement. TASKS Required Checks (Check off as completed) WEST Walk the entire paved area and record your findings below: SHIPPING area for any of NO NO NO NO NO NO NO NO Inspect the paved Damage/uplift from tree roots Damaged curbs/curbcuts Pot holes, scoured areas from plows Proper drainage, no ponding water Excessive cracking/crazing Rough/pourous/unsealed pavement Line stripping clear/visible Traffic signs undamaged/visible Record and report any issue found: the following conditions: OKAY OKAY OKAY OKAY OKAY OKAY OKAY OKAY NORTH MAIN LOT [ ] MAIN DRIVEWAY Walk the entire paved area and record your findings below: Inspect the paved area for any of the following conditions: Damage/uplift from tree roots [ V 1 OKAY [ ] NO Damaged curbs/curbcuts [ -x ]OKAY [ _ ] NO Pot holes, scoured areas from plows \^\OKAY [ 1 NO Proper drainage, no ponding water OKAY [ ) NO Excessive cracking/crazing [ ■-> ]OKAY [ ._ ] NO Rough/pourous/unsealed pavement [ ]OKAY I ] NO Line stripping clear/visible OKAY [ ] NO Traffic signs undamaged/visible [ 1 OKAY [ ] NO Record and report any issue found: J2.)L^4 in-t • H‘j IS vie Walk the entire paved area and record your findings below: [ ] 3. Inspect the paved area for any of the following conditions: Task Instructions (One per Page) 6/17/2024 ) Damage/uplift from tree roots Damaged curbs/curbcuts Pot holes, scoured areas from plows Proper drainage, no ponding water Excessive cracking/crazing Rough/pourous/unsealed pavement Line stripping clear/visible Traffic signs undamaged/visible Record and report any issue found: L-3KEO [ ^Z) OKAY [ OKAY [ GKKi [ (Z ) OKAY ( — ) OKAY [ __] OKAY [ L 1 OKAY [ \/} OKAY ________________________________Page 637_____ [ ] NO [ ) NO [ ] NO [ ] NO . 1 r ' [ - ] no -t- [ — ] NO H [—> 1 NO VI & U- pXzt ' [ ) NO ' your findings below:Walk the entire paved area and recordNORTHEAST LOT 4. Inspect the paved area for any of t Damage/uplift from tree roots Damaged curbs/curbcuts Pot holes, scoured areas from plows Proper drainage, no ponding water Excessive cracking/crazing Rough/pourous/unsealed pavement Line stripping clear/visible Traffic signs undamaged/visible Record and report any issue found: uvtAvv,--| 47-Vtz-J owing conditions: OKAY |]NO OKAY I vZ]NO OKAY |]NO OKAY |> ]NO OKAY |xZ 1 NO OKAY |vZ]NO OKAY |[ - J NO OKAY |[ 1 NO EAST LOT Walk the entire paved area and record your findings below: Inspect the paved area for any of Damage/uplift from tree roots the following conditions: [ V ] OKAY [ ] Damaged curbs/curbcuts Pot holes, scoured areas from plows Proper drainage, no ponding water Excessive cracking/crazing Rough/pourous/unsealed pavement OKAY OKAY OKAY OKAY OKAY Line stripping clear/visible Traffic signs undamaged/visible [ - ] OKAY [ ] [ ] OKAY [ ] Record and report any issue found: NO NO NO NO NO NO NO NO in [6. List any additional checks required not listed or performed. HISTORY PM performed: 11/9/22, 11/10/21, 11/6/20, 11/6/19, 10/17/18, 11/2/17, 11/16/16, 12/22/15, 10/21/14, 10/7/13, 8/18/22, 8/18/21, 9/16/20, 8/6/19, 7/30/18, 7/17/17 7/5/16, 7/17/15, 7/21/14, 9/18/13, 5/25/22, 5/11/21, 5/11/20, 4/17/19, 5/17/18, Q2 MISS, 5/4/16, 4/15/15, 5/20/14, 6/3/13, 2/21/22 2/24/21 2/24/20 2/5/19 1/11/18 3/27/17 2/25/16 3/2/15, 3/27/14 1/31/13 Maintenance performed 2018-07-19 Line striping US Pavement = $3,800 2018-07-18 Seal coating US Pavement = $17,865 .2018-07-17 Crack sealing US Pavement = $5,200 2018-07-16 Infrared pavement repairs US Pavement = $3,250 2017 Crack fill, seal coat/line stripe required - defered by Management 2016 No maintenance activity 2015-11-06 All paved areas crack filled (severe winter) Hartline = $1950.00 2014-10-10 All paved areas crack filled. Hartline = $1500.00 2014-07-18 All paved areas seal coated then line striped. Hartline = $21,900.00 Task Instructions (One per Page) 6/17/2024 L-3 KEO _____________________________________Page 638_____ 2011-02 New facility occupied Last Updated 2022-11-21 Generated: 2012-11-25 6/17/2024 Task Instructions (One per Page) _________________L-3 KEO_______________Page 636 Date Last Edited 11/21/2022PAVEMENT001 Street facility. Instruction Code Task Description Inspect all paved areas at the 50 Prince all paved areas at the Prince Street facility iaw the L-3 L-3 Corporate Facilities requirment. PURPOSE The purpose of the PM task is to inspect Corporate PM Binder Program. This is an NOTES: The pavement was installed new in 2010 by Dietz Construction of Easthampton MA. There are five general paved areas at the Prince Street facility: West shipping: This is the paved area on the west side completely enclosed by fencing. North main lot: This is the paved area in front of the facility running from the west property line to the main driveway and traffic lights. Main driveway: This is the driveway running from the traffics lights to the reception area. It is also the drive connecting the north and east lots. Northeast lot: This is the paved area between the smoke shelter and Prince Street. East lot: This is the paved area between the east side of the facility and the east property line. CORPORATE SERVICE INTERVALS Skim patch As required Seal and stripe Every 3 to 5 years Resurface and strip Every 10 years Replace and stripe Every 30 years FREQUENCY This task will be performed every 3 months or until L-3 Corporate changes this requirement. TASKS Required Checks (Check off as completed) I WEST Walk the entire paved area and record your findings below: SHIPPING [ ]area for any of1. NO NO NO NO NO NO NO NO Inspect the paved Damage/uplift from tree roots Damaged curbs/curbcuts Pot holes, scoured areas from plows Proper drainage, no ponding water Excessive cracking/crazing Rough/pourous/unsealed pavement Line stripping clear/visible Traffic signs undamaged/visible Record and report any issue found: ring conditions: OKAY OKAY OKAY OKAY, OKAY' t>KAY “OKSy OKAY the fi I NORTH Walk the entire paved area and record your findings below: MAIN LOT [ )Inspect the paved area for any of the Damage/uplift from tree roots [ Damaged curbs/curbcuts [ Pot holes, scoured areas from plows [ Proper drainage, no ponding water [ Excessive cracking/crazing [ Rough/pourous/unsealed pavement [ Line stripping clear/visible [ Traffic signs undamaged/visible [ Record and report any issue found: following conditions: x/ ) OKAY [ ) ] OKAY [ ] \/ ] OKAY [ ) \/ ] OKAY [ ] ] OKAY [ ] ] OgAX [ x/'] .] (OKAY> [ ] k/ J Wy [ ] NO . NO kVvifi NO .M' NO 0 NO MAIN Walk the entire paved area and record your findings below: DRIVEWAY [ ] 3. Inspect the paved area for any of the following conditions: Task Instructions (One per Page) 6/17/2024 ) Damage/uplift from tree roots Damaged curbs/curbcuts Pot holes, scoured areas from plows Proper drainage, no ponding water Excessive cracking/crazing Rough/pourous/unsealed pavement Line stripping clear/visible Traffic signs undamaged/visible Record and report any issue found: L-3XfeO_____ [ \/ ) OKAY [ b/.] OKAY [ OKAY [ tZ*] OKAY [ ] OKAY [ ] OKAY [ ] OKAY [ l/J 0KAY _______________________________________Page 637______ [ ] NO [ ] no vwlvnczr [ ] NO [ y ] NO laT'W C 5^^ [ \/ ] NO [ ] NO [ J NO NORTHEAST Walk the entire paved area and record your findings below: LOT Inspect the paved area for any of the following conditions: Damage/uplift from tree roots [ ] OKAY [ ] Damaged curbs/curbcuts [ J OKAY [ ] Pot holes, scoured areas from plows [ OKAY [ ] Proper drainage, no ponding water [ * ] OKAY [ ] Excessive cracking/crazing [ ] OKAY [ \/x ] Rough/pourous/unsealed pavement [ ] OKgX [ ] Line stripping clear/visible [ ,} [ ] Traffic signs undamaged/visible [ V ] OKAY [ ] Record and report any issue found: NO NO NO NO NO NO NO NO EAST LOT Walk the entire paved area and record your findings below: [ ] 5.r Inspect the paved area for any of the following conditions Damage/uplift from tree roots [ v ] OKAY [ ] Damaged curbs/curbcuts [ J OKAY [ \/ ] Pot holes, scoured areas from plows [ OKAY [ ] Proper drainage, no ponding water [ OKAY [ 1 Excessive cracking/crazing [ ] OKAY [ ] Rough/pourous/unsealed pavement [ ] OKAY [ J Line stripping clear/visible [ — ] OKAY [ »- ] Traffic signs undamaged/visible Record and report any issue found: OKAY NO |/x NO NO NO NO 6. List any additional checks required not listed or performed. HISTORY PM performed: 11/9/22, 8/18/22, 5/25/22, 2/21/22, 11/10/21, 8/18/21, 5/11/21, 2/24/21 11/6/20, 9/16/20, 5/11/20, 2/24/20 11/6/19, 8/6/19, 4/17/19, 2/5/19 10/17/18, 7/30/18, 5/17/18, 1/11/18 11/2/17, 7/17/17 Q2 MISS, 3/27/17, 11/16/16, 7/5/16, 5/4/16, 2/25/16, 12/22/15, 7/17/15, 4/15/15, 3/2/15, 10/21/14, 7/21/14, 5/20/14, 3/27/14, 10/7/13, 9/18/13, 6/3/13, 1/31/13 US US US US Maintenance 2018-07-19 2018-07-18 2018-07-17 2018-07-16 2017 2016 2015-11-06 2014-10-10 2014-07-18 Pavement = $3,800 Pavement = $17,865 Pavement = $5,200 Pavement = $3,250 performed Line striping Seal coating Crack sealing Infrared pavement repairs Crack fill, seal coat/line stripe required - defered by Management No maintenance activity All paved areas crack filled (severe winter) Hartline = $1950.00 All paved areas crack filled. Hartline = $1500.00 All paved areas seal coated then line striped. Hartline = $21,900.00 Task Instructions (One per Page) _________________L-3 KEO_______________Pape 6386/17/2024 2011-02 New facility occupied Last Updated 2022-11-21 Generated: 2012-11-25 F:\P2012\0090\R28\Deliverables\Report\2024 Stormwater Inspection L3Harris 20240923.Docx Stormwater Pollution Prevention Plan Inspections L3HARRIS I keq 50 Prince Street, Northampton MA WEEKLY FACILITY ROUNDS WRITE CLEARLY AND LEGIBLY, FILL IN ALL CHECKS ON THIS DOCUMENT DO NOT SKIP CHECKS Instructions: 1. The purpose of this document is to monitor various points throughout the facility on a weekly basis. Many of these inspections are required by our insurance company, MA DEP, EPA, OSHA, L-3 Corporate and other organizations that regulate our facility. Accordingly these inspections are required to be completed. 2. Check each item on this document at least once during the two-week round period. 3. (g) means an analog gage installed in the piping or equipment provides the data required. a. In some cases this document identifies the valve tag number to reference. 4. (d) means a digital display on the piece of equipment provides the data required. 5. When “Yes/No” or similar words are shown under the “Day/WK” column this indicates that the observed condition for that point must be circled. Circle either “Yes” or “No” to indicate condition. 6. When “” is present under the “Day/WK” column this indicates that data needs to be retrieved from a gage, meter, digital display, etc and the actual value written on the line provided. 7. When using this document mark-up and note any data that is incorrect so that it can be corrected. Similarly, if data points that should be inspected are not on this document please note them so that they can be added. 8. “Wkl/Ea Month” means the person that has the rounds on tlie 1st day of the month must check this item. This item does not need to be checked the following weeks in the same month. Essentially this is a monthly check, not a weekly check. Name (printed): Jeu. Name (signature): $ a, 1st Week - Week of Monday (date): 7^9 - 2nd Week - Week of Monday (date): 3' Badge Number: to Friday (date): v 9* to Friday (date): V • Z - Z. Last Updated: 2022-10-20 {add RM 187water tank fill check) Generated: 2011 -05-07 MP2 PM Task 0008A 1 of 35 Revised 10/20/2022 L3HARRIS I KEO 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 MP2 Meter STORM WATER POLLUTION PREVENTION PLAN INSPECTION LOG Date of Inspection Record date Time of Inspection Record time Outdoor an temp Record actual outdoor air temp GH,*' OATOOl Precipitation Record (rain, snow, etc)elA _______ STORM EVENT THIS WEEK Was there 2.5 inches or more of rain in a 24hr period this week? Yes/Ivx^ Yes/No If yes, record date storm event ended STORMWATER STRUCTURAL CONTROL MEASURES Notes for inspecting control measures All waste containers outside must be covered when not in use YES means water is flowing freely iaw design criteria and the area is compliant with the SWEEP. NO means an issue is present and must be addressed (erosion, swale blockage, excessive debris) CB5 Bioretention area (North) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB6 Bioretention area (North) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB7 Bioretention area (Northeast) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CBS Bioretention area (Northeast) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB9 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days @/No Yes/^ Yes/So Y/N/I^ (©/No Yes/^ Yes/^ Y/N/@l Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA (^/No Yes/)© Yes/^> Y/N/^l (ZgVNo Yes/Nb Ycs/W Y/N/l^ ^/No Yes/I©> Yes/Nh Y/NiQ Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA MP2 PM Task 0008A 32 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 MP2 Meter CB10 JB ioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB11 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days ^/Nq Yes/itjTp) Yes/<S0 Y/Nd@) t/No /No Yes^ y/nA Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA CB12 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB13 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days Storm water detention basin #6 (South) Is it operating properly Is repair or replacement required Water depth gage - east (in), record Water depth gage - west (in), record QCS2 Outlet control system (Basin discharge - concrete weir) Operating properly Repair or replacement required Free of obstructions Water flow leaving basin Water depth gage - weir (in), record WQS Vortech Water Quality Structure (West) Is it operating properly Is repair or replacement required (r'e^/No Yes Yes Y/N/l@ Yes/No Yes/No Yes/No Y/N/NA ($e£/No Yes/J^ Yes/$0 Y/N/^J) Yes/No Yes/No Yes/No Y/N/NA fs^/No Yes/KJq — t^/No Yes/®> ^feWNo Yes/1@) Z/4 . Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/N< Yes/IM Yes/Nl WQN-01 WQN-02 WQN-03 (inches), record (inches), record (in.) A - B, calculate Vortech Manhole-North A. Depth pavement to sediment B. Depth pavement to water C. Depth of water D. Water Quality a. Are there floatables? b. Is there a water sheen? c. Is there other contamination or debris? Note: When water depth “C” is less than 18 inches schedule the chamber to be pumped.out. MP2 PM Task 0008A 33 of 35 Revised 10/20/2022 | L3HARRIS I 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Note: When water depth “C” is less than 18 inches schedule the chamber to be pumped out. Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 MP2 Meter Vortech Manhole-Center A. Depth pavement to sediment (inches), record icH WQC-01 B. Depth pavement to water (inches), record __WQC-02 C. Depth of water (in.) A - B, calculate WQC-03 D. Water Quality a. Are there floatables? b. Is there a water sheen? c. Is there other contamination or debris? Yes/W Yes/$D Yes/® Yes/No Yes/No Yes/No Note: When water depth “C” is less than 18 inches schedule the chamber to be pumped out. Vortech Manhole-South A. Depth pavement to sediment (inches), record B. Depth pavement to water C. Depth of water D. Water Quality a. Are there floatables? b. Is there a water sheen? (inches), record (in.) A - B, calculate (i. $ Yes/hCq) Yes/NS Yes/No Yes/No c. Is there other contamination or debris?YesW Yes/No WQS-01 WQS-02 WQS-03 STORMWATER AREA/ACTIVITY INSPECTION (Refer to the SWPPP site map for letter designations at the end of this document) Notes for inspecting areas/activities All waste containers outside must be covered when not in use YES means contaminants of concern are not present and/or being released NO means an issue is present that must be addressed (chemical spill, excessive debris, etc) A Product Loading/Unloading area for all trucks Did you inspect the area/activity Are the controls adequate, operating properly B Hazard waste shipments from loading dock Did you inspect the area/activity Are the controls adequate, operating properly C Compactor, recycling (WM Single Stream) Did you inspect the area/activity Are the controls adequate, operating properly D Dumpster, Scrap Metal Did you inspect the area/activity Are the controls adequate, operating properly E Emergency generator, Diesel Did you inspect the area/activity Are the controls adequate, operating properly F Dumpster, general refuse, trash Did you inspect the area/activity Are the controls adequate, operating properly (Y^k/No ^j/No (2§s/No ^^/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No MP2 PM Task 0008A 34 of 35 Revised 10/20/2022 @ L3HARRIS I 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 MP2 Meter G Chemical Storage Room 167 (No outdoor chemical storage) Did you inspect the area/activity ¥©s/No Are the controls adequate, operating properly ^/No H Pavement (Impervious surface) Did you inspect the area/activity Are the controls adequate, operating properly I Product storage, uncovered (Hardigg) Did you inspect the area/activity Are the controls adequate, operating properly J Shipping area Did you inspect the area/activity Are the controls adequate, operating properly K Transformer area Did you inspect the area/activity Are the controls adequate, operating properly M Product storage, covered Did you inspect the area/activity Are the controls adequate, operating properly P Rooftop drains Did you inspect the area/activity Are the controls adequate, operating properly S Sand & salt mixture Did you inspect the area/activity Are the controls adequate, operating properly Qutfall/Connection point (Inlet to detention basin 6) Did you inspect the area/activity Are the controls adequate, operating properly ^ss/No ^s/No /e^/No fes/No j^/No (fe^/No ^gs/No ^>VNo ^s/No ts/No s/No Outfall #001 (Outlet of detention basin 6 to field) Did you inspect the area/activity Are the controls adequate, operating properly ^s/No (?^s/No Outfall #002 (MH11 east side of property) Did you inspect the area/activity Are the controls adequate, operating properly Grove Street Stormwater (Only required after storm of 2.5" or more of rain in a 24-hr period) Qualifying storm event (> 2.5” rain/24-hour period) Yes Berm above park lot Wetlands area Drainage channel Grove inlet drain No erosion, landscape okay Y/N/NA No erosion, landscape okay Y/N/NA No erosion, landscape okay Y/N/NA No erosion, sediment or debris Y/N/NA Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Y/N/NA Y/N/NA Y/N/NA Y/N/NA MP2 PM Task 0008A 35 of 35 Revised 10/20/2022 L3HARRIS I 50 Prince Street, Northampton MA WEEKLY FACILITY ROUNDS WRITE CLEARLY AND LEGIBLY, FILL IN ALL CHECKS ON THIS DOCUMENT DO NOT SKIP CHECKS Instructions: 1. The purpose of this document is to monitor various points throughout the facility on a weekly basis. Many of these inspections are required by our insurance company, MA DEP, EP A, OSHA, L-3 Corporate and other organizations that regulate our facility. Accordingly these inspections are required to be completed. 2. Check each item on this document at least once during the two-week round period. 3. (g) means an analog gage installed in the piping or equipment provides the data required. a. In some cases this document identifies the valve tag number to reference. 4. (d) means a digital display on the piece of equipment provides the data required. 5. When “Yes/No” or similar words are shown under the “Day/WK” column this indicates that the observed condition for that point must be circled. Circle either “Yes” or “No” to indicate condition. 6. When “ ” is present under the “Day/WK” column this indicates that data needs to be retrieved from a gage, meter, digital display, etc and the actual value written on the line provided. 7. When using this document mark-up and note any data that is incorrect so that it can be corrected. Similarly, if data points that should be inspected are not on this document please note them so that they can be added. 8. “Wkl/Ea Month” means the person that has the rounds on the 1st day of the month must check this item. This item does not need to be checked the following weeks in the same month. Essentially this is a monthly check, not a weekly check. Name (printed): i) Name (signature): 0 i JdzvU 1st Week - Week of Monday (date): ~LM 2nd Week - Week of Monday (date): LM Badge Number: to Friday (date): $z-3o to Friday (date): “ £**/ Last Updated: 2022-10-20 (add RM 187water tank fill check) Generated: 2011 -05-07 MP2 PM Task 0008A 1 of 35 Revised 10/20/2022 @ L3HARRIS I KEO 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 MP2 Meter STORM WATER POLLUTION PREVENTION PLAN INSPECTION LOG Date of Inspection Record date Time of Inspection Record time \t. Outdoor ah’ temp Record actual outdoor air temp 9? ' OATOOl Precipitation Record (rain, snow, etc) STORM EVENT THIS WEEK Was there 2.5 inches or more of rain in a 24hr period this week?Yes/© Yes/No If yes, record date storm event ended STORMWATER STRUCTURAL CONTROL MEASURES Notes for inspecting control measures All waste containers outside must he covered when not in use YES means water is flowing freely iaw design criteria and the area is compliant with the SWPPP. NO means an issue is present and must he addressed (erosion, swale blockage, excessive debris) CBS Bioretention area (North) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB6 Bioretention area (North) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB7 Bioretention area (Northeast) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB8 Bioretention area (Northeast) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB9 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days ^s/No Yes/f{^ Yes/Np^ Y/N/l^A) t^/No Yes/lCs Yes/jb Y/N/@ YeS/No Yds,(N> Yes®Y/N/©L Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA MP2 PM Task 0008A 32 of 35 Revised 10/20/2022 L3HARRIS I xeo 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 MP2 Meter CB10 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days Yii/No Yes/®) Yes/1© Y/N/lO) Yes/No Yes/No Yes/No Y/N/NA CB11 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB12 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days Yes/No Yes/®) Yes/® Y/N/O* Yes/No Yes/No Yes/No Y/N/NA f^/No Yes/Sjfc Yes/lflo) Y/N/I0' Yes/No Yes/No Yes/No Y/N/NA CB13 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days Storm water detention basin #6 (South) Is it operating properly Is repair or replacement required Water depth gage - east (in), record Water depth gage - west (in), record QCS2 Outlet control system (Basin discharge - concrete weir) Operating properly Repair or replacement required Free of obstructions Water flow leaving basin Water depth gage - weir (in), record ^s/Nq Yes/CIo) Yes/N8 Y/N/1^ Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Os/No Yes/No Yes/® Yes/No Yj^/No Yes/No Yes/Nqi Yes/No VA Note: When water depth “C” is less than 18 inches schedule the chamber to be pumped out. WQS Vortech Water Quality Structure (West) Is it operating properly Is repair or replacement required Yes/No Yes/No Yes/No Yes/No Vortech Manhole-North A. Depth pavement to sediment (inches), record (inches), record v (in.) A - B, calculate ________ WQN-01 B. Depth pavement to water C. Depth of water WQN-02 ________ WQN-03 D. Water Quality a. Are there floatables? Yes/®) b. Is there a water sheen? Yes/®) c. Is there other contamination or debris? Yes/lwo) Yes/No Yes/No Yes/No MP2 PM Task 0008A 33 of 35 Revised 10/20/2022 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Note: When water depth “C” is less than 18 inches schedule the chamber to be pumped out. Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 MP2 Meter Vortech Manhole-Center A. Depth pavement to sediment (inches), record WQC-01 B. Depth pavement to water (inches), record WQC-02 C. Depth of water D. Water Quality a. Are there floatables? b. Is there a water sheen? c. Is there other contamination (in.) A - B, calculate or debris? Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No WQC-03 Vortech Manhole-South A. Depth pavement to sediment B. Depth pavement to water C. Depth of water D. Water Quality a. Are there tloatables? b. Is there a water sheen? (inches), record j Oi (inches), record (in.) A - B, calculate ( 5 ? Yes/No Yes/No c. Is there other contamination or debris?Yes/No Yes/No Yes/No Yes/No WQS-01 WQS-02 WQS-03 Note: When water depth “C” is less than 18 inches schedtde the chamber to be pumped out. STORMWATER AREA/ACTIVITY INSPECTION (Refer to the SWPPP site map for letter designations at the end of this document) Notes for inspecting areas/activities All waste containers outside must be covered when not in use YES means contaminants of concern are not present and/or being released NO means an issue is present that must be addressed (chemical spill, excessive debris, etc) A Product Loading/Unloading area for all trucks Yes/No Yes/No Yes/No Yes/No Did you inspect the area/activity Are the controls adequate, operating properly B Hazard waste shipments from loading dock Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No Yes/No Yes/No C Compactor, recycling (WM Single Stream) Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No Yes/No Yes/No D Dumpster, Scrap Metal Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No Yes/No Yes/No E Emergency generator, Diesel Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No Yes/No Yes/No F Dumpster, general refuse, trash Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No Yes/No Yes/No MP2 PM Task 0008A 34 of 35 Revised 10/20/2022 ?; L3HARRIS I 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 MP2 Meter G Chemical Storage Room 167 (No outdoor chemical storage) Did you inspect the area/activity Are the controls adequate, operating properly H Pavement (Impervious surface) Did you inspect the area/activity Are the controls adequate, operating properly I Product storage, uncovered (Hardigg) Did you inspect the area/activity Are the controls adequate, operating properly J Shipping area Did you inspect the area/activity Are the controls adequate, operating properly K Transfonner area Did you inspect the area/activity Are the controls adequate, operating properly Ml Product storage, covered Did you inspect the area/activity Are the controls adequate, operating properly P Rooftop drains Did you inspect the area/activity Are the controls adequate, operating properly S Sand & salt mixture Did you inspect the area/activity Are the controls adequate, operating properly Outfall/Connection point (Inlet to detention basin 6) Did you inspect the area/activity Are the controls adequate, operating properly Outfall #001 (Outlet of detention basin 6 to field) Did you inspect the area/activity Are the controls adequate, operating properly Outfall #002 (MH11 east side of property) Did you inspect the area/activity Are the controls adequate, operating properly YBs/No ''^/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Y/N/NA Y/N/NA Y/N/NA Y/N/NA (> 2.5” rain/24-hour period) No erosion, landscape okay No erosion, landscape okay No erosion, landscape okay No erosion, sediment or debris Grove Street Stormwater (Only required after storm of 2.5" or more of rain in a 24-hr period) Qualifying storm event Berm above park lot Wetlands area Drainage channel Grove inlet drain Yes/No Y/N/NA Y/N/NA Y/N/NA Y/N/NA MP2 PM Task 0008A 35 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northampton MA WEEKLY FACILITY ROUNDS WRITE CLEARLY AND LEGIBLY, FILL IN ALL CHECKS ON THIS DOCUMENT DO NOT SKIP CHECKS Instructions: 1. The purpose of this document is to monitor various points throughout the facility on a weekly basis. Many of these inspections are required by our insurance company, MA DEP, EP A, OSHA, L-3 Corporate and other organizations that regulate our facility. Accordingly these inspections are required to be completed. 2. Check each item on this document at least once during the two-week round period. 3. (g) means an analog gage installed in the piping or equipment provides the data required. a. In some cases this document identifies the valve tag number to reference. 4. (d) means a digital display on the piece of equipment provides the data required. 5. When “Yes/No” or similar words are shown under the “Day/WK” column this indicates that the observed condition for that point must be circled. Circle either “Yes” or “No” to indicate condition. 6. When “” is present under the “Day/WK” column this indicates that data needs to be retrieved from a gage, meter, digital display, etc and the actual value written on the line provided. 7. When using this document mark-up and note any data that is incorrect so that it can be corrected. Similarly, if data points that should be inspected are not on this document please note them so that they can be added. 8. “Wkl/Ea Month” means the person that has the rounds on tlie 1st day of the month must check this item. This item does not need to be checked the following weeks in the same month. Essentially this is a monthly check, not a weekly check. 1st Week - Week of Monday (date): 2nd Week - Week of Monday (date): S-*- jT- Badge Number: to Friday (date): - to Friday (date): S*- - 7. Last Updated: 2022-10-20 (add RM 187water tank fill check) Generated: 2011 -05-07 MP2 PM Task 0008A I of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WK 1 or Day/WK2 MP2 Meter STORM WATER POLLUTION PREVENTION PLAN INSPECTION LOG Date of Inspection Record date T-Li-zy ______ Time of Inspection Record time 2 Ou ptA Outdoor an temp Record actual outdoor air temp 1 J OATOOl Precipitation Record (rain, snow, etc)__VA. _______ STORM EVENT THIS WEEK Was there 2.5 inches or more of rain in a 24hr period this week? Yes/© Yes/No If yes, record date storm event ended STORMWATER STRUCTURAL CONTROL MEASURES Notes for inspecting control measures All waste containers outside must be covered when not in use YES means water is flowing freely iaw design criteria and the area is compliant with the SWPPP. NO means an issue is present and must be addressed (erosion, swale blockage, excessive debris) CBS Bioretention area (North) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB6 Bioretention area (North) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB7 Bioretention area (Northeast) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB8 Bioretention area (Northeast) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB9 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days (Yes/No Yes/@> Yes/^3 Y/N/1Q lg>/No Yes/1^ Yes/N$ Y/N/W Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA )fe^/No Yes/N$> Yes/§) Y/N/1$l Yes/No Yes/No Yes/No Y/N/NA t^/No Yes/JJ^ Yes/Np Y/N/@< Yes/No Yes/No Yes/No Y/N/NA ^g^/No YesW Yes/N§> Y/N/g£ Yes/No Yes/No Yes/No Y/N/NA MP2 PM Task 0008A 32 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 MP2 Meter CB10 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB11 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days ^/No Yes/1@ Yes/lJ^ Y/N/lp Yes/No Yes/No Yes/No Y/N/NA ^/No. Yes/lGj9 Yes/W Y/N/l® Yes/No Yes/No Yes/No Y/N/NA CB12 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB13 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days @/No Yes/lflb Yes/Ntf Y/N/Mp), Yes/No Yes/No Yes/No Y/N/NA (Tes/No Yes/Kb> Yes/W Y/N/lC^ Yes/No Yes/No Yes/No Y/N/NA Storm water detention basin #6 (South) Is it operating properly Is repair or replacement required Water depth gage - east (in), record Water depth gage - west (in), record OCS2 Outlet control system (Basin discharge - concrete weir) Operating properly Repair or replacement required Free of obstructions Water flow leaving basin Water depth gage - weir (in), record WQS Vortech Water Quality Structure (West) Is it operating properly Is repair or replacement required Vortech Manhole-North A. Depth pavement to sediment B. Depth pavement to water C. Depth of water (inches), record (inches), record (in.) A - B, calculate cziYes/No Yes/No — ^/No Yes/No Yes/t^Yes/No tS-No Yes/No Yes/1©Yes/No ^e^No Yes/No Yes/T^S)Yes/No WQN-01 WQN-02 WQN-03 D. Water Quality a. Are there floatables? Yes/ftb Yes/No b. Is there a water sheen? Yes/Ntx Yes/No c. Is there other contamination or debris? Yes/mo) Yes/No Note: When water depth “C” is less than 18 inches schedule the chamber to be pumped out. MP2 PM Task 0008A 33 of 35 Revised 10/20/2022 L3HARRIS I 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Note: When water depth “C” is less than 18 inches schedule the chamber to be pumped out. Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 MP2 Meter Vortech Manhole-Center A. Depth pavement to sediment (inches), record WQC-01 B. Depth pavement to water C. Depth of water (inches), record (in.) A - B, calculate *•3^ —WQC-02 WQC-03 D. Water Quality a. Are there floatables? b. Is there a water sheen? c. Is there other contamination or debris? Yes/1$) Yes/1^ Yes/1&>> Yes/No Yes/No Yes/No Vortech Manhole-South A. Depth pavement to sediment B. Depth pavement to water C. Depth of water D. Water Quality a. Are there floatables? b. Is there a water sheen? c. Is there other contamination or debris? (inches), record (inches), record (in.) A - B, calculate Yes/® Yes®>Yes@T Yes/No Yes/No Yes/No WQS-01 WQS-02 WQS-03 Note: When water depth “C” is less than 18 inches schedule the chamber to be pumped out. STORMWATER AREA/ACTIVITY INSPECTION (Refer to the SWPPP site map for letter designations at the end of this document) Notes for inspecting areas/activities All waste containers outside must be covered when not in use YES means contaminants of concern are not present and/or being released NO means an issue is present that must be addressed (chemical spill, excessive debris, etc) A Product Loading/Unloading area for all trucks Did you inspect the area/activity Are the controls adequate, operating properly B Hazard waste shipments from loading dock Did you inspect the area/activity Are the controls adequate, operating properly C Compactor, recycling (WM Single Stream) Did you inspect the area/activity Are the controls adequate, operating properly D Dumpster, Scrap Metal Did you inspect the area/activity Are the controls adequate, operating properly E Emergency generator, Diesel Did you inspect the area/activity Are the controls adequate, operating properly F Dumpster, general refuse, trash Did you inspect the area/activity Are the controls adequate, operating properly /fos/No Z^Ss/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No MP2 PM Task 0008A 34 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 MP2 Meter G Chemical Storage Room 167 (No outdoor chemical storage) Did you inspect the area/activity Are the controls adequate, operating properly ^/No '©No Yes/No Yes/No H Pavement (Impervious surface) Did you inspect the area/activity Are the controls adequate, operating properly I Product storage, uncovered (Hardigg) Did you inspect the area/activity Are the controls adequate, operating properly ^s/No ^js/No ■^s/No Yes/No Yes/No Yes/No Yes/No J Shipping area Did you inspect the area/activity Are the controls adequate, operating properly K Transfonner area Did you inspect the area/activity Are the controls adequate, operating properly M Product storage, covered Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No P Rooftop drains Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No Yes/No Yes/No S Sand & salt mixture Did you inspect the area/activity Are the controls adequate, operating properly Outfall/Connection point (Inlet to detention basin 6) Y.as'/No i£efc/No Yes/No Yes/No Did you inspect the area/activity Are the controls adequate, operating properly ^s/No (g)/No Yes/No Yes/No Outfall #001 (Outlet of detention basin 6 to field) Did you inspect the area/activity Are the controls adequate, operating properly ItSs/No @s/No Yes/No Yes/No Outfall #002 (MH11 east side of property) Did you inspect the area/activity Are the controls adequate, operating properly Yes/No |fl^s/No Yes/No Yes/No Grove Street Stormwater (Only required after storm of 2.5" or more of rain in a 24-hr period) Qualifying storm event (> 2.5” rain/24-hour period) Yes/1^ Berm above park lot No erosion, landscape okay Y/N/NA Wetlands area No erosion, landscape okay Y/N/NA Drainage channel No erosion, landscape okay Y/N/NA Grove inlet drain No erosion, sediment or debris Y/N/NA Yes/No Y/N/NA Y/N/NA Y/N/NA Y/N/NA MP2 PM Task 0008A 35 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northampton MA WEEKLY FACILITY ROUNDS WRITE CLEARLY AND LEGIBLY, FILL IN ALL CHECKS ON THIS DOCUMENT DO NOT SKIP CHECKS Instructions: 1. The purpose of this document is to monitor various points throughout the facility on a weekly basis. Many of these inspections are required by our insurance company, MA DEP, EP A, OSHA, L-3 Corporate and other organizations that regulate our facility. Accordingly these inspections are required to be completed. 2. Check each item on this document at least once during the two-week round period. 3. (g) means an analog gage installed in the piping or equipment provides the data required. a. In some cases this document identifies the valve tag number to reference. 4. (d) means a digital display on the piece of equipment provides the data required. 5. When “Yes/No” or similar words are shown under the “Day/WK” column this indicates that the observed condition for that point must be circled. Circle either “Yes” or “No” to indicate condition. 6. When “” is present under the “Day/WK” column this indicates that data needs to be retrieved from a gage, meter, digital display, etc and the actual value written on the line provided. 7. When using this document mark-up and note any data that is incorrect so that it can be corrected. Similarly, if data points that should be inspected are not on this document please note them so that they can be added. 8. “Wkl/Ea Month” means the person that has the rounds on the 1st day of the month must check this item. This item does not need to be checked the following weeks in the same month. Essentially this is a monthly check, not a weekly check. Name (printed): () Name (signature): Ji uJ 1st Week-Week of Monday (date): iq 2nd Week - Week of Monday (date): i -L Z.- Last Updated: 2022-10-20 (adii RM 187water tank fill check) Generated: 2011-05-07 Badge Number: to Friday (date): T -IM-1.9 to Friday (date): 7- Z.t-4y MP2 PM Task 0008A 1 of 35 Revised 10/20/2022 L3HARRIS I xeo 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 MP2 Meter STORM WATER POLLUTION PREVENTION PLAN INSPECTION LOG Date of Inspection Time of Inspection Outdoor air temp Precipitation Record date Record time Record actual outdoor air temp Record (rain, snow, etc)AZO OATOOl STORM EVENT THIS WEEK Was there 2.5 inches or more of rain in a 24hr period this week? Yes/£ff) Yes/No If yes, record date storm event ended STORMWATER STRUCTURAL CONTROL MEASURES Notes for inspecting control measures All waste containers outside must be covered when not in use YES means water is flowing freely iaw design criteria and the area is compliant with the SWEEP. NO means an issue is present and must be addressed (erosion, swale blockage, excessive debris) CB5 Bioretention area (North) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB6 Bioretention area (North) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB7 Bioretention area (Northeast) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CBS Bioretention area (Northeast) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB9 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days ^£k/No Yes/1^ YesW Y/N/@ ?^/No Yes/1^) Yes/Mtp Y/N/®L Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA $j^s/No ^s/No Yes/N^ Yes/1^ Y/N/@l Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA I^s/No Yes/No Yes/lSl) Yes/No Yes/I^ Yes/No Y/N/N^ Y/N/NA MP2 PM Task 0008A 32 of 35 Revised 10/20/2022 | L3HARRIS l 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 MP2 Meter CB10 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB11 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB12 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CBI3 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days t^/No Yes/lQs) Yes/t^ Y/N/(g> ^s/No Yes/N^j Yes/O Y/NX^g) ©/No Yes/&& Yes/fe Y/N/I^) Ye^No Yes/£jR> Yes.Jfo Y/N/W Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA Storm water detention basin #6 (South) Is it operating properly Is repair or replacement required Water depth gage - east (in), record Water depth gage - west (in), record ’©/No Yes/'^j) ■V A- ■ -XZU Yes/No Yes/No OCS2 Outlet control system (Basin discharge - concrete weir) Operating properly Yes/No Yes/No Repair or replacement required Yes/Nfe Yes/No Free of obstructions YSs/No Yes/No Water flow leaving basin Yes/1^Yes/No Water depth gage - weir (in), record WQS Vortech Water Quality Structure (West) ' 1 Is it operating properly gQ/No Yes/No Is repair or replacement required Yes/©Yes/No Vortech Manhole-North A. Depth pavement to sediment (inches), record v r'WQN-01 B. Depth pavement to water (inches), record WQN-02 C. Depth of water (in.) A - B, calculate 3S"WQN-03 D. Water Quality a. Are there floatables? Yes/^Jm) Yes/No b. Is there a water sheen? Yes/^o) Yes/No c. Is there other contamination or debris? Yes/^ Yes/No Note: When water depth “C” is less than 18 inches schedule the chamber to be pumped out. MP2 PM Task 0008A 33 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Note: When water depth “C” is less than 18 inches schedule the cnamber to be pumped out. it to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WKl MP2 Meter Vortech Manhole-Center A. Depth pavement to sediment (inches), record WQC-01 B. Depth pavement to water (inches), record CS "WQC-02 C. Depth of water (in.) A - B, calculate 3GV WQC-03 D. Water Quality a. Are there floatahles? b. Is there a water sheen? c. Is there other contamination or debris? Yes/^Qp Yes/^Tb Yes/NA Yes/No Yes/No Yes/No Note: When water depth “C” is less than 18 inches schedule the chamber to be pumped out. Vortech Manhole-South WQS-01A. Depth pavement to sediment (inches), record B. Depth pavement to water (inches), record WQS-02 C. Depth of water (in.) A - B, calculate 5 b"WQS-03 D. Water Quality a. Are there floatables?Yes/%Yes/No b. Is there a water sheen?Yes/iJ)Yes/No c. Is there other contamination or debris?Yes/®Yes/No STORMWATER AREA/ACTIVITY INSPECTION (Refer to the SWPPP site map for letter designations at the end of this document) Notes for inspecting areas/activities All waste containers outside must be covered when not in use YES means contaminants of concern are not present and/or being released NO means an issue is present that must be addressed (chemical spill, excessive debris, etc) A Product Loading/Unloading area for all trucks Did you inspect the area/activity Are the controls adequate, operating properly B Hazard waste shipments from loading dock Did you inspect the area/activity Are the controls adequate, operating properly C Compactor, recycling (WM Single Stream) Did you inspect the area/activity Are the controls adequate, operating properly D Dumpster, Scrap Metal Did you inspect the area/activity Are the controls adequate, operating properly E Emergency generator, Diesel Did you inspect the area/activity Are the controls adequate, operating properly F Dumpster, general refuse, trash Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No j^/No esYNo 'kjs/No <es/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No MP2 PM Task 0008A 34 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northamptnn MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 G Chemical Storage Room 167 (No outdoor chemical storage) Did you inspect the area/activity Are the controls adequate, operating properly H Pavement (Impervious surface) Did you inspect the area/activity Are the controls adequate, operating properly I Product storage, uncovered (Hardigg) Did you inspect the area/activity Are the controls adequate, operating properly J Shipping area Did you inspect the area/activity Are the controls adequate, operating properly K Transformer area Did you inspect the area/activity Are the controls adequate, operating properly M Product storage, covered Did you inspect the area/activity Are the controls adequate, operating properly P Rooftop drains Did you inspect tire area/activity Are the controls adequate, operating properly S Sand & salt mixture Did you inspect the area/activity Are the controls adequate, operating properly frj^/No /Yei/No (Q/No (Yc)/No ^s/No ye^/No Yes/No Yes/No Yes/No Yes/No Outfall/Connection point (Inlet to detention basin 6) Did you inspect the area/activity Are the controls adequate, operating properly Outfall #001 (Outlet of detention basin 6 to field) Did you inspect the area/activity Are the controls adequate, operating properly Outfall #002 (MEI11 east side of property) Did you inspect the area/activity Are the controls adequate, operating properly e)/No es/No Grove Street Stormwater (Only required after storm of2.5" or more of rain in a 24-hr period) Qualifying storm event (> 2.5” rain/24-hour period) Yes/f^ Berm above park lot No erosion, landscape okay Y/N/NA Wetlands area No erosion, landscape okay Y/N/NA Drainage channel No erosion, landscape okay Y/N/NA Grove inlet drain No erosion, sediment or debris Y/N/NA Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Y/N/NA Y/N/NA Y/N/NA Y/N/NA MP2 Meter MP2 PM Task 0008A 35 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northampton MA WEEKLY FACILITY ROUNDS WRITE CLEARLY AND LEGIBLY, FILL IN ALL CHECKS ON THIS DOCUMENT DO NOT SKIP CHECKS Instructions: 1. The purpose of this document is to monitor various points throughout the facility on a weekly basis. Many of these inspections are required by our insurance company, MA DEP, EPA, OSHA, L-3 Corporate and other organizations that regulate our facility. Accordingly these inspections are required to be completed. 2. Check each item on this document at least once during the two-week round period. 3. (g) means an analog gage installed in the piping or equipment provides the data required. a. In some cases this document identifies the valve tag number to reference. 4. (d) means a digital display on the piece of equipment provides the data required. 5. When “Yes/No” or similar words are shown under the “Day/WK” column this indicates that the observed condition for that point must be circled. Circle either “Yes” or “No” to indicate condition. 6. When “” is present under the “Day/WK” column this indicates that data needs to be retrieved from a gage, meter, digital display, etc and the actual value written on the line provided. 7. When using this document mark-up and note any data that is incorrect so that it can be corrected. Similarly, if data points that should be inspected are not on this document please note them so that they can be added. 8. “Wkl/Ea Month” means the person that has the rounds on the 1st day of the month must check this item. This item does not need to be checked the following weeks in the same month. Essentially this is a monthly check, not a weekly check. Name (printed): Joty1 Ci Name (signature): 1st Week - Week of Monday (date):i j 2nd Week - Week of Monday (date): Badge Number: to Friday (date): 7 A to Friday (date): 7 Z. Last Updated: 2022-10-20 {add RM 187water tank fill check) Generated: 2011 -05-07 MP2 PM Task 0008A 1 of 35 Revised 10/20/2022 8 L3HARRIS I k*) 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WK 1 or Day/WK2 MP2 Meter STORM WATER POLLUTION PREVENTION PLAN INSPECTION LOG Date of Inspection Time of Inspection Outdoor air- temp Precipitation Record date Record time Record actual outdoor air temp Record (rain, snow, etc) OATOOl STORM EVENT THIS WEEK Was there 2.5 inches or more of rain in a 24hr period this week? Yes/No Yes/I^) If yes, record date storm event ended STORMWATER STRUCTURAL CONTROL MEASURES Notes for inspecting control measures All waste containers outside must be covered when not in use YES means water is flowing freely law design criteria and the area is compliant with the SWPPP. NO means an issue is present and must be addressed (erosion, swale blockage, excessive debris) CBS Bioretention area (North) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA CB6 Bioretention area (North) Is it operating properly Yes/No Yes/No Is repair or replacement required Yes/No Yes/No Is there standing water/ponding present Yes/No Yes/No Has standing water/ponding been present >3 days Y/N/NA Y/N/NA CB7 Bioretention area (Northeast) Is it operating properly Yes/No Yes/No Is repair or replacement required Yes/No Yes/No Is there standing water/ponding present Yes/No Yes/No Has standing water/ponding been present >3 days Y/N/NA Y/N/NA CBS Bioretention area (Northeast) Is it operating properly Yes/No Yes/No Is repair or replacement required Yes/No Yes/No Is there standing water/ponding present Yes/No Yes/No Has standing water/ponding been present >3 days Y/N/NA Y/N/NA CB9 Bioretention area (East) Is it operating properly Yes/No YesNo Is repair or replacement required Yes/No Yes/No Is there standing water/ponding present Yes/No Yes/No Has standing water/ponding been present >3 days Y/N/NA Y/N/NA MP2 PM Task 0008A 32 of 35 Revised 10/20/2022 £ L3HARRIS I keo MP2 Meter Note: When water depth “C” is less than 18 inches schedule the chamber to be pumped out. WQN-01 WQN-02 WQN-03 50 Prince Street, Northampton MA Facility Weekly Facility Rcmnds Point to inspect Gage type/tag ID Inspection criteria CB10 Bioretention area (East) Day/WKl or Day/WK2 Is it operating properly Yes/No Yes/No Is repair or replacement required Yes/No Yes/No Is there standing water/ponding present Yes/No Yes/No Has standing water/ponding been present >3 days CB11 Bioretention area (East) Y/N/NA Y/N/NA Is it operating properly Yes/No Yes/No Is repair or replacement required Yes/No Yes/No Is there standing water/ponding present Yes/No Yes/No Has standing water/ponding been present >3 days CB12 Bioretention area (East) Y/N/NA Y/N/NA Is it operating properly Yes/No Yes/No Is repair or replacement required Yes/No Yes/No Is there standing water/ponding present Yes/No Yes/No Has standing water/ponding been present >3 days CB13 Bioretention area (East) Y/N/NA Y/N/NA Is it operating properly Yes/No Yes/No Is repair or replacement required Yes/No Yes/No Is there standing water/ponding present Yes/No Yes/No Has standing water/ponding been present >3 days Storm water detention basin #6 (South) Y/N/NA Y/N/NA Is it operating properly Yes/No Yes/No Is repair or replacement required Water depth gage - east (in), record Water depth gage - west (in), record QCS2 Outlet control system (Basin discharge - concrete weir) Yes/No Yes/No Operating properly Yes/No Yes/No Repair or replacement required Yes/No Yes/No Free of obstructions Yes/No Yes/No Water flow leaving basin Water depth gage - weir (in), record WOS Vortech Water Quality Structure (West) Yes/No Yes/No Is it operating properly Yes/No Yes/No Is repair or replacement required Vortech Manhole-North Yes/No id3 Yes/No A. Depth pavement to sediment (inches), record B. Depth pavement to water (inches), record C. Depth of water (in.) A - B, calculate D. Water Quality — a. Are there floatables?Yes/No Yes/No b. Is there a water sheen?Yes/No Yes/No c. Is there other contamination or debris?Yes/No Yes/No MP2 PM Task 0008A 33 of 35 Revised 10/20/2022 9 L3HARR1S I 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Note: When water depth “C” is less than 18 inches schedule the chamber to be pumped out. Point to inspect Gage type/tag ID Inspection criteria Day/WKl or DayAVKl MP2 Meter Vortech Manhole-Center A. Depth pavement to sediment (inches), record IN'WQC-01 B. Depth pavement to water (inches), record w WQC-02 C. Depth of water (in.) A - B, calculate WQC-03 D. Water Quality a. Are there floatables? Yes/No Yes/No b. Is there a water sheen? Yes/No Yes/No c. Is there other contamination or debris? Yes/No Yes/No Note: When water depth “C” is less than 18 inches schedule the chamber to be pumped out. Vortech Manhole-South A. Depth pavement to sediment (inches), record WQS-01 B. Depth pavement to water (inches), record vn4'WQS-02 C. Depth of water (in.) A - B, calculate WQS-03 D. Water Quality a. Are there floatables? b. Is there a water sheen? c. Is there other contamination or debris? Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No STORMWATER AREA/ACTIVITY INSPECTION (Refer to the SWPPP site map for letter designations at the end of this document) Notes for inspecting areas/activities All waste containers outside must be covered when not in use YES means contaminants of concern are not present and/or being released NO means an issue is present that must be addressed (chemical spill, excessive debris, etc) A Product Loading/Unloading area for all trucks Yes/No Yes/No Yes/No Yes/No Did you inspect the area/activity Are the controls adequate, operating properly B Hazard waste shipments from loading dock Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No Yes/No Yes/No C Compactor, recvcling (WM Single Stream) Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No Yes/No Yes/No D Dumpster, Scrap Metal Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No Yes/No Yes/No E Emergency generator, Diesel Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No Yes/No Yes/No F Dumpster, general refuse, trash Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No Yes/No Yes/No MP2 PM Task 0008A 34 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WKl MP2 Meter G Chemical Storage Room 167 (No outdoor chemical storage) Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No H Pavement (Impervious surface) Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No I Product storage, uncovered (Hardigg) Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No J Shipping area Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No K Transformer area Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No M Product storage, covered Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No P Rooftop drains Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No S Sand & salt mixture Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No Outfall/Connection point (Inlet to detention basin 6) Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No Outfall #001 (Outlet of detention basin 6 to field) Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No Outfall #002 (MH 11 east side of property) Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No Grove Street Stormwater (Only required after storm of 2.5" or more of rain in a 24-hr period) Qualifying storm event (> 2.5” rain/24-hour period) Yes/No Benn above park lot No erosion, landscape okay Y/N/NA Wetlands area No erosion, landscape okay Y/N/NA Drainage channel No erosion, landscape okay Y/N/NA Grove inlet drain No erosion, sediment or debris Y/N/NA Yes/No Y/N/NA Y/N/NA Y/N/NA Y/N/NA MP2 PM Task 0008A 35 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northampton MA WEEKLY FACILITY ROUNDS WRITE CLEARLY AND LEGIBLY, FILL IN ALL CHECKS ON THIS DOCUMENT DO NOT SKIP CHECKS Instructions: 1. The purpose of this document is to monitor various points throughout the facility on a weekly basis. Many of these inspections are required by our insurance company, MA DEP, EPA, OSHA, L-3 Corporate and other organizations that regulate our facility. Accordingly these inspections are required to be completed. 2. Check each item on this document at least once during the two-week round period. 3. (g) means an analog gage installed in the piping or equipment provides the data required. a. In some cases this document identifies the valve tag number to reference. 4. (d) means a digital display on the piece of equipment provides the data required. 5. When “Yes/No” or similar words are shown under the “Day/WI<” column this indicates that the observed condition for that point must be circled. Circle either “Yes” or “No” to indicate condition. 6. When “” is present under the “Day/WK” column this indicates that data needs to be retrieved from a gage, meter, digital display, etc and the actual value written on the line provided. 7. When using this document mark-up and note any data that is incorrect so that it can be corrected. Similarly, if data points that should be inspected are not on this document please note them so that they can be added. 8. “Wkl/Ea Month” means the person that has the rounds on the 1 st day of the month must check this item. This item does not need to be checked the following weeks in the same month. Essentially this is a monthly check, not a weekly check. Name (printed): Name (signature): 1st Week - Week of Monday (date): 2nd Week — Week of Monday (date): Last Updated: 2022-10-20 (addIlAI J87water tankfdl check) Generated: 2011-05-07 Badge Number: to Friday (date): to Friday (date): MP2 PM Task 0008A 1 of 35 Revised 10/20/2022 L3HARRIS I 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WKl or DayAVK2 MP2 Meter STORM WATER POLLUTION PREVENTION PLAN INSPECTION LOG Date of Inspection Time of Inspection Outdoor air temp Precipitation Record date Record time Record actual outdoor air temp Record (rain, snow, etc) STORM EVENT THIS WEEK Was there 2.5 inches or more of rain in a 24hr period this week? Yes/No If yes, record date storm event ended #2- OATOOl Ye STORMWATER STRUCTURAL CONTROL MEASURES Notes for inspecting control measures All waste containers outside must he covered when not in use YES means water is flowing freely iaw design criteria and the area is compliant with the SWPPP. NO means an issue is present and must be addressed (erosion, swale blockage, excessive debris) CB5 Bioretention area (North) Yes/No Yes/No Yes/No Y/N/NA Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days Yes/No Yes/No Yes/No Y/N/NA CB6 Bioretention area (North) Is it operating properly Yes/No Yes/No Is repair or replacement required Yes/No Yes/No Is there standing water/ponding present Yes/No Yes/No Has standing water/ponding been present >3 days Y/N/NA Y/N/NA CB7 Bioretention area (Northeast) Is it operating properly Yes/No Yes/No Is repair or replacement required Yes/No Yes/No Is there standing water/ponding present Yes/No Yes/No Has standing water/ponding been present >3 days Y/N/NA Y/N/NA CBS Bioretention area (Northeast) Is it operating properly Yes/No Yes/No Is repair or replacement required Yes/No Yes/No Is there standing water/ponding present Yes/No Yes/No Has standing water/ponding been present >3 days Y/N/NA Y/N/NA CB9 Bioretention area (East) Is it operating properly Yes/No Yes/No Is repair or replacement required Yes/No Yes/No Is there standing water/ponding present Yes/No Yes/No Has standing water/ponding been present >3 days Y/N/NA Y/N/NA MP2 PM Task 0008A 32 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Streel, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WKl or DayAVKl MP2 Meter CB10 Bioretention area (East) Is it operating properly Yes/No Yes/No Is repair or replacement required Yes/No Yes/No Is there standing water/ponding present Yes/No Yes/No Has standing water/ponding been present >3 days Y/N/NA Y/N/NA CB11 Bioretention area (East) Is it operating properly Yes/No Yes/No Is repair or replacement required Yes/No Yes/No Is there standing water/ponding present Yes/No Yes/No Has standing water/ponding been present >3 days Y/N/NA Y/N/NA CB12 Bioretention area (East) Is it operating properly Yes/No Yes/No Is repair or replacement required Yes/No Yes/No Is there standing water/ponding present Yes/No Yes/No Has standing water/ponding been present >3 days Y/N/NA Y/N/NA CB13 Bioretention area (East) Is it operating properly Yes/No Yes/No Is repair or replacement required Yes/No Yes/No Is there standing water/ponding present Yes/No Yes/No Has standing water/ponding been present >3 days Y/N/NA Y/N/NA Storm water detention basin #6 (South) Is it operating properly Yes/No Yes/No Is repair or replacement required Yes/No Yes/No Water depth gage - east (in), record Water depth gage - west (in), record QCS2 Outlet control system (Basin discharge - concrete weir) Operating properly Yes/No Yes/No Repair or replacement required Yes/No Yes/No Free of obstructions Yes/No Yes/No Water flow leaving basin Yes/No Yes/No Water depth gage - weir (in), record WQS Vortech Water Quality Structure (West) Is it operating properly Yes/No Yes/No Is repair or replacement required Yes/No Yes/No Vortech Manhole-North A. Depth pavement to sediment (inches), record lo3>WQN-01 B. Depth pavement to water (inches), record WQN-02 C. Depth of water (in.) A - B, calculate WQN-03 D. Water Quality a. Are there floatables?Yes/No Yes/No b. Is there a water sheen?Yes/No Yes/No c. Is there other contamination or debris?Yes/No Yes/No Note: When water depth “C” is less than 18 inches schedule the chamber to be pumped out. MP2 PM Task 0008A 33 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Note: When water depth “C" is less than 18 inches schedide the chamber to be pumped out. Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WKl MP2 Meter Vortech Manhole-Center A. Depth pavement to sediment (inches), record WQC-01 B. Depth pavement to water (inches), record UB WQC-02 C. Depth of water (in.) A - B, calculate WQC-03 D. Water Quality a. Are there floatables? b. Is there a water sheen? c. Is there other contamination or debris? Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Note: When water depth “C” is less than 18 inches schedule the chamber to be pumped out. Vortech Manhole-South A. Depth pavement to sediment (inches), record WQS-01 B. Depth pavement to water (inches), record WQS-02 C. Depth of water (in.) A - B, calculate WQS-03 D. Water Quality a. Are there floatables? b. Is there a water sheen? c. Is there other contamination or debris? Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No STORMWATER AREA/ACTIVITY INSPECTION (Refer to the SWPPP site map for letter designations at the end of this document) Notes for inspecting areas/activities All waste containers outside must be covered when not in use YES means contaminants of concern are not present and/or being released NO means an issue is present that must be addressed (chemical spill, excessive debris, etc) A Product Loading/Unloading area for all trucks Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly B Hazard waste shipments from loading dock Yes/No Yes/No Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly C Compactor, recvcling (WM Single Stream) Yes/No Yes/No Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly D Dumpster, Scrap Metal Yes/No Yes/No Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly E Emergency generator, Diesel Yes/No Yes/No Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly F Dumpster, general refuse, trash Yes/No Yes/No Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No MP2PMTask 0008A 34 of 35 Revised 10/20/2022 L3HARRIS I <eo 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WKl MP2 Meter G Chemical Storage Room 167 (No outdoor chemical storage) Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No H Pavement (Impervious surface) Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No I Product storage, uncovered (Hardigg) Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No J Shipping area Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No K Transformer area Did you inspect the area/activity .Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No M Product storage, covered Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No P Rooftop drains Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No S Sand & salt mixture Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No Qutfall/Connection point (Inlet to detention basin 6) Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No Outfall #001 (Outlet of detention basin 6 to field) Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No Outfall #002 (MH 11 east side of property) Did you inspect the area/activity Yes/No Yes/No Are the controls adequate, operating properly Yes/No Yes/No Grove Street Stormwater (Only required after storm of 2.5" or more of rain in a 24-hr period) Qualifying storm event (> 2.5” rain/24-hour period)Yes/No Yes/No Berm above park lot No erosion, landscape okay Y/N/NA Y/N/NA Wetlands area No erosion, landscape okay Y/N/NA Y/N/NA Drainage channel No erosion, landscape okay Y/N/NA Y/N/NA Grove inlet drain No erosion, sediment or debris Y/N/NA Y/N/NA MP2 PM Task 0008A 35 of 35 Revised 10/20/2022 @ L3HARRIS I keo 50 Prince Street, Northampton MA WEEKLY FACILITY ROUNDS WRITE CLEARLY AND LEGIBLY, FILL IN ALL CHECKS ON THIS DOCUMENT DO NOT SKIP CHECKS Instructions: 1. The purpose of this document is to monitor various points throughout the facility on a weekly basis. Many of these inspections are required by our insurance company, MA DEP, EP A, OSHA, L-3 Corporate and other organizations that regulate our facility. Accordingly these inspections are required to be completed. 2. Check each item on this document at least once during the two-week round period. 3. (g) means an analog gage installed in the piping or equipment provides the data required. a. In some cases this document identifies the valve tag number to reference. 4. (d) means a digital display on the piece of equipment provides the data required. 5. When “Yes/No” or similar words are shown under the “Day/WK” column this indicates that the observed condition for that point must be circled. Circle either “Yes” or “No” to indicate condition. 6. When “” is present under the “Day/WK” column this indicates that data needs to be retrieved from a gage, meter, digital display, etc and the actual value written on the line provided. 7. When using this document mark-up and note any data that is incorrect so that it can be corrected. Similarly, if data points that should be inspected are not on this document please note them so that they can be added. 8. “Wkl/Ea Month” means the person that has the rounds on the 1 st day of the month must check this item. This item does not need to be checked the following weeks in the same month. Essentially this is a monthly check, not a weekly check. Name (printed): Name (signature): 1st Week - Week of Monday (date): 2nd Week - Week of Monday (date):______ Badge Number: to Friday (date): to Friday (date): Last Updated: 2022-10-20 (add RM 187water tankfill check) Generated: 2011-05-07 MP2 PM Task 0008A 1 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria DayAVKl or Day/WK2 MP2 Meter STORM WATER POLLUTION PREVENTION PLAN INSPECTION LOG Date of Inspection Record date Time of Inspection Record time fSlOO Outdoor air temp Record actual outdoor air temp SH OATOOl Precipitation Record (rain, snow, etc) _______ STORM EVENT THIS WEEK Was there 2.5 inches or more of rain in a 24hr period this week? Yes/No If yes, record date storm event ended YesffiQ STORMWATER STRUCTURAL CONTROL MEASURES Notes for inspecting control measures All waste containers outside must be covered when not in use YES means water is flowing freely iaw design criteria and the area is compliant with the SWPPP. NO means an issue is present and must be addressed (erosion, swale blockage, excessive debris) CB5 Bioretention area (North) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB6 Bioretention area (North) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB7 Bioretention area (Northeast) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CBS Bioretention area (Northeast) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB9 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA ^jS/No Yes^9 Y csAjp? Y/N/@ f^g)/No Yes(5?$ Yes^ft y/n(n5§ Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA MP2 PM Task 0008A 32 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 MP2 Meter CB10 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB11 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB12 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB13 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days Storm water detention basin #6 (South) Is it operating properly Is repair or replacement required Water depth gage - east (in), record Water depth gage - west (in), record Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA o Yesm YesANo; Y/N/O o Yes/Nft Yes/f^a Y/NO o Yes/^J Yes^hjo Y/N/W Yes, Yes, Y/N/ Yes/No Yes/No QCS2 Outlet control system (Basin discharge - concrete weir) Operating properly Repair or replacement required Free of obstructions Water flow leaving basin Water depth gage - weir (in), record Yes/No Yes/No Yes/No Yes/No ^ej^No Yesffiq^ C7es>No Yes^^P WQS Vortech Water Quality Structure (West) Is it operating properly Is repair or replacement required Yes/No Yes/No (ffi^No Yes/gfr) Vortech Manhole-North A. Depth pavement to sediment B. Depth pavement to water C. Depth of water (inches), record (inches), record (in.) A - B, calculate WQN-01 WQN-02 WQN-03 Yes/No Yes/No Yes/No D. Water Quality a. Are there floatables? b. Is there a water sheen? c. Is there other contamination or debris? Note: WV/en water depth "C” is less than 18 inches schedule the chamber to bepumped out. Yes, MP2 PM Task 0008A 33 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Note: When water depth “C” is less than 18 inches schedule the chamber to be pumped out. Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 MP2 Meter Vortech Manhole-Center A. Depth pavement to sediment (inches), record /WQC-01 B. Depth pavement to water (inches), record WQC-02 C. Depth of water (in.) A - B, calculate WQC-03 D. Water Quality a. Are there floatables? b. Is there a water sheen? c. Is there other contamination or debris? Yes/No Yes/No Yes/No ^cg)No Yes^^ Vortech Manhole-South A. Depth pavement to sediment B. Depth pavement to water C. Depth of water D. Water Quality a. Are there floatables? b. Is there a water sheen? c. Is there other contamination (inches), record (inches), record (in.) A - B, calculate Yes/No Yes/No r debris? Yes/No Yes Yes WQS-01 WQS-02 WQS-03 Note: When water depth “C” is less than 18 inches schedule the chamber to be pumped out. STORMWATER AREA/ACTIVITY INSPECTION (Refer to the SWPPP site map for letter designations at the end of this document) Notes for inspecting areas/activities All waste containers outside must be covered when not in use YES means contaminants of concern are not present and/or being released NO means an issue is present that must be addressed (chemical spill, excessive debris, etc) A Product Loading/Unloading area for all trucks Did you inspect the area/activity Are the controls adequate, operating properly B Hazard waste shipments from loading dock Did you inspect the area/activity Are the controls adequate, operating properly C Compactor, recycling (WM Single Stream) Did you inspect the area/activity Are the controls adequate, operating properly D Dumpster, Scrap Metal Did you inspect the area/activity Are the controls adequate, operating properly E Emergency generator, Diesel Did you inspect the area/activity Are the controls adequate, operating properly F Dumpster, general refuse, trash Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No ^/No (Q^lo YeS/No MP2 PM Task 0008A 34 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 MP2 MeterPoint to inspect G Chemical Storage Room 167 (No outdoor chemical storage) Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No H Pavement (Impervious surface) Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No I Product storage, uncovered (Hardigg) Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No J Shipping area Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No K_Transformer area Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No M Product storage, covered Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No P_Rooftop drains Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No S_Sand & salt mixture Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No Outfall/Connection point (Inlet to detention basin 6) Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No Outfall #001 (Outlet of detention basin 6 to field) Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No Outfall #002 (MH11 east side of property) Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No ^/No (/esXNo o o Grove Street Stormwater (Only required after storm of 2.5" or more of rain in a 24-hr period) Qualifying storm event (> 2.5” rain/24-hour period) Yes/No Berm above park lot No erosion, landscape okay Y/N/NA Wetlands area No erosion, landscape okay Y/N/NA Drainage channel No erosion, landscape okay Y/N/NA Grove inlet drain No erosion, sediment or debris Y/N/NA Y/N/ Yes Y/N Y/N Y/N MP2 PM Task 0008A 35 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northampton MA WEEKLY FACILITY ROUNDS WRITE CLEARLY AND LEGIBLY, FILL IN ALL CHECKS ON THIS DOCUMENT DO NOT SKIP CHECKS Instructions: 1. The purpose of this document is to monitor various points throughout the facility on a weekly basis. Many of these inspections are required by our insurance company, MA DEP, EPA, OSHA, L-3 Corporate and other organizations that regulate our facility. Accordingly these inspections are required to be completed. 2. Check each item on this document at least once during the two-week round period. 3. (g) means an analog gage installed in the piping or equipment provides the data required. a. In some cases this document identifies the valve tag number to reference. 4. (d) means a digital display on the piece of equipment provides the data required. 5. When “Yes/No” or similar words are shown under the “Day/WK” column this indicates that the observed condition for that point must be circled. Circle either “Yes” or “No” to indicate condition. 6. When “” is present under the “Day/WK” column this indicates that data needs to be retrieved from a gage, meter, digital display, etc and the actual value written on the line provided. 7. When using this document mark-up and note any data that is incorrect so that it can be corrected. Similarly, if data points that should be inspected are not on this document please note them so that they can be added. 8. “Wkl/Ea Month” means the person that has the rounds on the 1st day of the month must check this item. This item does not need to be checked the following weeks in the same month. Essentially this is a monthly check, not a weekly check. Name (signature):^ 1st Week-Week of Monday (date): 2nd Week - Week of Monday (date): /1t Last Updated: 2022-10-20 {add RM 187watei- tank fill check) Generated: 2011-05-07 Badge Number: to Friday (date): MP2 PM Task 0008A 1 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 MP2 Meter STORM WATER POLLUTION PREVENTION PLAN INSPECTION LOG Date of Inspection Time of Inspection Outdoor air temp Precipitation Record date Record time Record actual outdoor air temp Record (rain, snow, etc) OATOOl STORM EVENT THIS WEEK Was there 2.5 inches or more of rain in a 24hr period this week? If yes, record date storm event ended y C YesJktT' STORMWATER STRUCTURAL CONTROL MEASURES Notes for inspecting control measures AU waste containers outside must be covered when not in use YES means water is flowing freely iaw design criteria and the area is compliant with the SWPPP. NO means an issue is present and must be addressed (erosion, swale blockage, excessive debris) CBS Bioretention area (North) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB6 Bioretention area (North) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB7 Bioretention area (Northeast) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CBS Bioretention area (Northeast) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB9 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days Yes/No Yes/No Yes/No Y/N/NA (Yjj?/No Yes/£$ Yes/Nd y43>/na Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA Yes^b Y£$/NA Yes/No Yes/No Yes/No Y/N/NA YgZ/No Ves/^o Yes^jb Y/^/NA Yes/No Yes/No Yes/No Y/N/NA MP2 PM Task 0008A 32 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 MP2 Meter CB10 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB11 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB12 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days CB13 Bioretention area (East) Is it operating properly Is repair or replacement required Is there standing water/ponding present Has standing water/ponding been present >3 days Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA Yes/No Yes/No Yes/No Y/N/NA YW^?Y®NA Storm water detention basin #6 (South) Is it operating properly Is repair or replacement required Water depth gage - east (in), record Water depth gage - west (in), record Yes/No Yes/No QCS2 Outlet control system (Basin discharge - concrete weir) Operating properly Yes/No Repair or replacement required Yes/No Free of obstructions Yes/No Water flow leaving basin Yes/No Water depth gage - weir (in), record /f^/No *Ves^5^ /YesVNb WQS Vortech Water Quality Structure (West) Is it operating properly Is repair or replacement required Yes/No Yes/No Vortech Manhole-North A. Depth pavement to sediment B. Depth pavement to water C. Depth of water D. Water Quality a. Are there floatables? b. Is there a water sheen? (inches), record (inches), record (in.) A - B, calculate c. Is there other contamination or debris? WQN-01 WQN-02 WQN-03 Yes/No Yes/No Yes/No /^es^lo ' Yes(£3> Yes(No) Note: When water depth “C” is less than 18 inches schedule the chamber to be pumped out. MP2 PM Task 0008A 33 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Note: When water depth “C” is less than 18 inches schedule the chamber to be pumped out. Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 MP2 Meter Vortech Manhole-Center A. Depth pavement to sediment (inches), record /<WQC-01 B. Depth pavement to water (inches), record WQC-02 C. Depth of water (in.) A - B, calculate WQC-03 D. Water Quality a. Are there floatables? b. Is there a water sheen? c. Is there other contamination or debris? Yes/No Yes/No Yes/No YesOp Yes&fo YestNo Note: When water depth “C” is less than 18 inches schedule the chamber to be pumped out. Vortech Manhole-South A. Depth pavement to sediment (inches), record WQS-01 B. Depth pavement to water (inches), record WQS-02 C. Depth of water (in.) A - B, calculate _____ 3/'WQS-03 D. Water Quality a. Are there floatables? b. Is there a water sheen? c. Is there other contamination or debris? Yes/No Yes/No) Yes/No YesJNo/ Yes/No Yes/Na STORMWATER AREA/ACTIVITY INSPECTION (Refer to the SWPPP site map for letter designations at the end of this document) Notes for inspecting areas/activities All waste containers outside must be covered when not in use YES means contaminants of concern are not present and/or being released NO means an issue is present that must be addressed (chemical spill, excessive debris, etc) A Product Loading/Unloading area for all trucks Did you inspect the area/activity Are the controls adequate, operating properly B Hazard waste shipments from loading dock Did you inspect the area/activity Are the controls adequate, operating properly C Compactor, recycling (WM Single Stream) Did you inspect the area/activity Are the controls adequate, operating properly D Dumpster, Scrap Metal Did you inspect the area/activity Are the controls adequate, operating properly E Emergency generator, Diesel Did you inspect the area/activity Are the controls adequate, operating properly F Dumpster, general refuse, trash Did you inspect the area/activity Are the controls adequate, operating properly Yes/No Yes/No o o Yes/No Yes/No Yes/No Yes/No ^k/No j$s/No Ygs/No ■y^s/No Yes/No Yes/No '' Yefi/No zWNo Yes/No Yes/No Yes/No Yes/No MP2 PM Task 0008A 34 of 35 Revised 10/20/2022 L3HARRIS I keo 50 Prince Street, Northampton MA Facility Weekly Facility Rounds Point to inspect Gage type/tag ID Inspection criteria Day/WKl or Day/WK2 MP2 Meter G Chemical Storage Room 167 (No outdoor chemical storage) Did you inspect the area/activity Yes/No Are the controls adequate, operating properly Yes/No H Pavement (Impervious surface) Did you inspect the area/activity Yes/No Are the controls adequate, operating properly Yes/No I Product storage, uncovered (Hardigg) Did you inspect the area/activity Yes/No Are the controls adequate, operating properly Yes/No J Shipping area Did you inspect the area/activity Yes/No Are the controls adequate, operating properly Yes/No K Transformer area Did you inspect the area/activity Yes/No Are the controls adequate, operating properly Yes/No M Product storage, covered Did you inspect the area/activity Yes/No Are the controls adequate, operating properly Yes/No P Rooftop drains Did you inspect the area/activity Yes/No Are the controls adequate, operating properly Yes/No S Sand & salt mixture Did you inspect the area/activity Yes/No Are the controls adequate, operating properly Yes/No Qutfall/Connection point (Inlet to detention basin 6) Did you inspect the area/activity Yes/No Are the controls adequate, operating properly Yes/No Outfall #001 (Outlet of detention basin 6 to field) Did you inspect the area/activity Yes/No Are the controls adequate, operating properly Yes/No Outfall #002 (MH11 east side of property) Did you inspect the area/activity Yes/No Are the controls adequate, operating properly Yes/No 62/No o 63^0 £Y^;/No Grove Street Stormwater (Only required after storm of 2.5" or more of rain in a 24-hr period)?^ Qualifying storm event (> 2.5” rain/24-hour period) ^es^kr- Berm above park lot No erosion, landscape okay Y/N/NA Wetlands area No erosion, landscape okay Y/N/NA Drainage channel No erosion, landscape okay Y/N/NA Grove inlet drain No erosion, sediment or debris Y/N/NA ®/N/NA ^^N/NA MP2 PM Task 0008A 35 of 35 Revised 10/20/2022 EAST SOUTH EAST SOUTH Forbes Library - KMANORTH130 oro E E Z! (Z) c o ro W coLO CO z o H Q Z o o H ZUJK QCZ> o (T>=) 0 o3 Q Z F z O n. 5 LU Q LL o CO CD LO UJ or Z) (Z) CZ) LUQLD_ coA CD CN 2ZD O Q a.oUJa:D_0.00 in S' § o o o o w z O Q Z O O z LU o: ai Z) o w ir SummarySeptember 29, 2023 Wind Direction Precip. Accum. Total (in) Precip. Rate (in)Feedback & Support (https://www.wunderround.com/feedback) z o 0*1 CO CM Tt <t=r V- 5 LLI I o CD E E 13 CO c o -4—• CO ■4—» CO <Z) z o H Q Z o o z LU CE Ct z o ID CL «> _ro Q CO IO LO co co CM II E o o N o3 IO CO <o o3 O II II coIO Z) M c mcn G>CM Z) O O< Q_ o LU o!Y q CL O o CL O LU CL CL PRECIPRATE CURRENT UV CURRENT0.00 in/hr 3 366.00 watts/m F:\P2012\0090\R28\Deliverables\Report\2024 Stormwater Inspection L3Harris 20240923.Docx Attachment C Stormwater System Maintenance Records F:\P2012\0090\R28\Deliverables\Report\2024 Stormwater Inspection L3Harris 20240923.Docx Catch Basin Cleaning Finance charge of 18% per annum or 1.5% monthly assessed after 20 days passed due. Page 1 of 1 Mohawk Companies Inc PO Box 933 Hadley, MA 01035 US INVOICE BILL TO Kollmorgan Corp/Electro Optical 50 Prince Street Northampton, Ma. 01060 USA INVOICE 1547 DATE 09/04/2024 TERMS Net 20 DUE DATE 09/24/2024 DATE DESCRIPTION QTY RATE AMOUNT 09/03/2024 Combination Vacuum basin cleaner-high pressure velocity water jet rodder system for simultaneous removal of debris from catch basins and lateral lines. of all foreign debris, dirt, sand, stones, rocks ,sediment, leaves, sticks and other foreign matter. High pressure washing of the sidewall and floors of the basins. All vacuum material taken off site and legally disposed of. 1 3,315.258 3,315.26 BALANCE DUE $3,315.26 Finance charge of 18% per annum or 1.5% monthly assessed after 20 days passed due. Page 1 of 1 Mohawk Companies Inc PO Box 933 Hadley, MA 01035 US INVOICE BILL TO L3 TECHNOLDGIES, INC. 50 Prince Street Northampton, Ma. 01060 INVOICE 1449 DATE 05/30/2024 TERMS Net 20 DUE DATE 06/19/2024 DATE DESCRIPTION QTY RATE AMOUNT 05/01/2024 Combination Vacuum basin cleaner-high pressure velocity water jet rodder system for simultaneous removal of debris. 1 2,205.00 2,205.00 BALANCE DUE $2,205.00 Finance charge of 18% per annum or 1.5% monthly assessed after 20 days passed due. Page 1 of 1 Mohawk Companies Inc PO Box 933 Hadley, MA 01035 US INVOICE BILL TO L3 TECHNOLOGIES, INC. - KEO SUBSIDIARY OF L3HARRIS TECHNOLOGIES, INC. INVOICE 1346 DATE 12/28/2023 TERMS Net 20 DUE DATE 01/17/2024 DATE ACTIVITY DESCRIPTION QTY RATE AMOUNT SKU 12/05/2023 Vactor:Vacuum basin cleaner #42 triple fan machine Combination Vacuum basin cleaner-high pressure velocity water jet rodder system for simultaneous removal of debris. 1 2,100.00 2,100.00 BALANCE DUE $2,100.00 F:\P2012\0090\R28\Deliverables\Report\2024 Stormwater Inspection L3Harris 20240923.Docx Pavement Sweeping Finance charge of 18% per annum or 1.5% monthly assessed after 20 days passed due. Page 1 of 1 Mohawk Companies Inc PO Box 933 Hadley, MA 01035 US INVOICE BILL TO L3 TECHNOLDGIES, INC. 50 Prince Street Northampton, Ma. 01060 INVOICE 1546 DATE 09/04/2024 TERMS Net 20 DUE DATE 09/24/2024 DATE DESCRIPTION QTY RATE AMOUNT 09/03/2024 Power broom sweep all entrances, exits, roads, roadways, parking lots and other paved areas from sand, dirt, stones, and other foreign matter. Take all swept material off site and legally dispose of. 1 2,653.75 2,653.75 BALANCE DUE $2,653.75 Finance charge of 18% per annum or 1.5% monthly assessed after 20 days passed due. Page 1 of 1 Mohawk Companies Inc PO Box 933 Hadley, MA 01035 US INVOICE BILL TO L3 TECHNOLDGIES, INC. 50 Prince Street Northampton, Ma. 01060 INVOICE 1448 DATE 05/30/2024 TERMS Net 20 DUE DATE 06/19/2024 DATE DESCRIPTION QTY RATE AMOUNT 04/11/2024 Sweeper #11 Twin engine, twin gutter broom extended high lift, high dump broom sweeper 1 1,575.00 1,575.00 BALANCE DUE $1,575.00 Finance charge of 18% per annum or 1.5% monthly assessed after 20 days passed due. Page 1 of 1 Mohawk Companies Inc PO Box 933 Hadley, MA 01035 US INVOICE BILL TO L3 TECHNOLOGIES, INC. - KEO SUBSIDIARY OF L3HARRIS TECHNOLOGIES, INC. INVOICE 1345 DATE 12/28/2023 TERMS Net 20 DUE DATE 01/17/2024 DATE ACTIVITY DESCRIPTION QTY RATE AMOUNT SKU 12/15/2023 Sweeping:Sweeper #12 Twin engine, twin gutter broom extended high lift, high dump broom sweeper Sweeper #12 Twin engine, twin gutter broom extended high lift, high dump broom sweeper 1 1,500.00 1,500.00 BALANCE DUE $1,500.00 F:\P2012\0090\R28\Deliverables\Report\2024 Stormwater Inspection L3Harris 20240923.Docx Landscaping Invoices INVOICE Hilltown Tree & Garden LLC PO Box 248 Chesterfield, MA 01012 jim@hilltowntreeandgarden.com (413) 559-1905 www.HilltownTreeAndGarden.com L3 Technologies, Inc. Bill to John Gancarz L3 Technologies, Inc. 50 Prince Street Northampton, MA 01060 Ship to John Gancarz L3 Technologies, Inc. 50 Prince Street Northampton, MA 01060 Invoice details Invoice no.: 01440 Terms: Net 30 Invoice date: 04/25/2024 Due date: 05/25/2024 #Date Product or service Description Amount 1.Horticultural Services ‘2024 Landscape Proposal for L3 Harris. This document supersedes any prior proposal for the 2024 season 1. 16 trees planted (stone mulch will be used) some combo of: river birch, eastern red cedar, tupelo, elm, swamp white oak, bald cypress, or sycamore. ( size will be 1”-1.5” caliper), @ $2,100 each = $33,600. 2. 40 shrubs planted (stone mulch will be used.) some combo. of: clethra, winterberry holly, potentilla, 9 bark, witchhazle, aronia, bayberry, elderberry. 1.5’-3’ in height, @ $360 each = $14,400 . 3. Bio-swale bed maintenance & beds along Chapel and West St., maintenance season approximately 32 weeks, @ $105 per. hour, per man = $64,500 4. Front of building meadow rehab project (w/ mulching)- The planting of 2000 (2500 sq. ft) native plants to create a wildflower meadow= $46,500 total for 1-4 = $159,000 $159,000.00 Note to customer Please let me know if you have any questions. Thank you for your business! Total $159,000.00 INVOICE Hilltown Tree & Garden LLC PO Box 248 Chesterfield, MA 01012 jim@hilltowntreeandgarden.com (413) 559-1905 www.HilltownTreeAndGarden.com Bill to John Gancarz L3 Technologies, Inc. 50 Prince Street Northampton, MA 01060 Ship to John Gancarz L3 Technologies, Inc. 50 Prince Street Northampton, MA 01060 Invoice details Invoice no.: 01444 Terms: Net 30 Invoice date: 08/01/2024 Due date: 08/31/2024 PO #: L3HPO317344 #Date Product or service Description Amount 1.Horticultural Services This is the 7th of 9 invoices (1 per month) for $18,500 each. This invoice is or labor and materials for horticultural related services during 2024. $18,500.00 Note to customer Please let me know if you have any questions. Thank you for your business! Total $18,500.00 INVOICE Hilltown Tree & Garden LLC PO Box 248 Chesterfield, MA 01012 jim@hilltowntreeandgarden.com (413) 559-1905 www.HilltownTreeAndGarden.com Bill to John Gancarz L3 Technologies, Inc. 50 Prince Street Northampton, MA 01060 Ship to John Gancarz L3 Technologies, Inc. 50 Prince Street Northampton, MA 01060 Invoice details Invoice no.: 01443 Terms: Net 10 Invoice date: 07/08/2024 Due date: 07/18/2024 PO #: L3HPO317344 #Date Product or service Description Amount 1.Horticultural Services This is the 6th of 9 invoices (1 per month) for $18,500 each. This invoice is or labor and materials for horticultural related services during 2024. $18,500.00 Note to customer Please let me know if you have any questions. Thank you for your business! Total $18,500.00 Invoice Date 6/24/2024 Invoice # 117771 Bill To L3Harris - John Weatherwax 50 Prince Street Florence, MA 01062 Pioneer Landscapes, Inc. P.O. No. L3HPO304748 Terms Net 30 Project Phone # 413-527-0852 Fax # 413-529-2025 E-mail Becci@pioneerlandscapes.com Web Site www.pioneerlandscapes.com Total Balance Due Payments/Credits A convenience fee of 3% will be charged for credit card payments P O Box 823 15B Industrial Parkway Easthampton, MA 01027 Serviced Item Description Qty Rate Amount 6/21/2024 Brush Clearing Brush Clearing 1 1,500.00 1,500.00 6/15/2024 Post Emergent Weed Control Post Emergent Weed Control 1 350.00 350.00 5/28/2024 Weekly Maintenance 5/28, 6/3, 6/10, 6/17 Mow & Trim 4 395.00 1,580.00 6/19/2024 Retention Pond Maintenance Retention Pond Maintenance 1 750.00 750.00 6/21/2024 Brush Clearing Brush Clearing 1 1,400.00 1,400.00 6/15/2024 Bed Weed Control Spring Time Bed Weed Control Spring Time 1 375.00 375.00 Please include invoice number on check. $5,955.00 $5,955.00 $0.00 INVOICE Hilltown Tree & Garden LLC PO Box 248 Chesterfield, MA 01012 jim@hilltowntreeandgarden.com (413) 559-1905 www.HilltownTreeAndGarden.com L3 Technologies, Inc. Bill to John Gancarz L3 Technologies, Inc. 50 Prince Street Northampton, MA 01060 Ship to John Gancarz L3 Technologies, Inc. 50 Prince Street Northampton, MA 01060 Invoice details Invoice no.: 01442 Terms: Net 60 Invoice date: 06/04/2024 Due date: 08/03/2024 #Date Product or service Description Amount 1.Horticultural Services bill for horticultural services for month of June bill number 5 for 2024 $18,500.00 Note to customer Please let me know if you have any questions. Thank you for your business! Total $18,500.00 INVOICE Hilltown Tree & Garden LLC PO Box 248 Chesterfield, MA 01012 jim@hilltowntreeandgarden.com (413) 559-1905 www.HilltownTreeAndGarden.com L3 Technologies, Inc. Bill to John Gancarz L3 Technologies, Inc. 50 Prince Street Northampton, MA 01060 Ship to John Gancarz L3 Technologies, Inc. 50 Prince Street Northampton, MA 01060 Invoice details Invoice no.: 01441 Terms: Net 30 Invoice date: 05/03/2024 Due date: 06/02/2024 #Date Product or service Description Amount 1.Horticultural Services Horticultural services for the month of May $18,500.00 Note to customer Please let me know if you have any questions. Thank you for your business! Total $18,500.00 INVOICE Hilltown Tree & Garden LLC PO Box 248 Chesterfield, MA 01012 jim@hilltowntreeandgarden.com (413) 559-1905 www.HilltownTreeAndGarden.com L3 Technologies, Inc. Bill to Alison Avallon Duke L3 Technologies, Inc. 50 Prince Street Northampton, MA 01060 Ship to John Gancarz L3 Technologies, Inc. 50 Prince Street Northampton, MA 01060 Invoice details Invoice no.: 01438 Terms: Net 30 Invoice date: 04/22/2024 Due date: 05/22/2024 #Date Product or service Description Amount 1.Horticultural Services Horticultural services for the month of April. $18,500.00 Note to customer Please let me know if you have any questions. Thank you for your business! Total $18,500.00 INVOICE Hilltown Tree & Garden LLC PO Box 248 Chesterfield, MA 01012 jim@hilltowntreeandgarden.com (413) 559-1905 www.HilltownTreeAndGarden.com L3 Technologies, Inc. Bill to John Gancarz L3 Technologies, Inc. 50 Prince Street Northampton, MA 01060 Ship to John Gancarz L3 Technologies, Inc. 50 Prince Street Northampton, MA 01060 Invoice details Invoice no.: 01437 Terms: Net 30 Invoice date: 03/31/2024 Due date: 04/30/2024 #Date Product or service Amount 1.Horticultural Services $18,500.00 2nd payment due for the month of March Note to customer Please let me know if you have any questions. Thank you for your business! Total $18,500.00 INVOICE Hilltown Tree & Garden LLC PO Box 248 Chesterfield, MA 01012 jim@hilltowntreeandgarden.com (413) 559-1905 www.HilltownTreeAndGarden.com L3 Technologies, Inc. Bill to John Gancarz L3 Technologies, Inc. 50 Prince Street Northampton, MA 01060 Ship to John Gancarz L3 Technologies, Inc. 50 Prince Street Northampton, MA 01060 Invoice details Invoice no.: 01432 Terms: Net 30 Invoice date: 02/29/2024 Due date: 03/30/2024 #Date Product or service SKU Amount 1.Horticultural Services $18,500.00 This is the first of 9 invoices (1 per month) starting in Feb. 2024, for $18,500 each This invoice and the following invoices are for labor and materials for horticultural related services. Note to customer Please let me know if you have any questions. Thank you for your business! Total $18,500.00 F:\P2012\0090\R28\Deliverables\Report\2024 Stormwater Inspection L3Harris 20240923.Docx Attachment D Photographs Photographs taken at L3 Harris, Northampton, MA on September 23, 2024. F:\P2012\0090\R28\Deliverables\Report\Attachment D\Photos Site Inspection 20240923.Docx Photograph #01 – CB-2 Photograph #02 - CB-1 Photograph #03 – CB-3 Photograph #04 – WQS-1 (Vortechs) Photograph #05 – WQS-1 (Vortechs) Photograph #06 – WQS-1 (Vortechs) Photographs taken at L3 Harris, Northampton, MA on September 23, 2024. F:\P2012\0090\R28\Deliverables\Report\Attachment D\Photos Site Inspection 20240923.Docx Photograph #07 – CB-4 Photograph #08 – CB-12 Photograph #09 – Front Area looking East Photograph #10 – CB-13 Photograph #11 –CB-5 Photograph #12 – CB-6 Photographs taken at L3 Harris, Northampton, MA on September 23, 2024. F:\P2012\0090\R28\Deliverables\Report\Attachment D\Photos Site Inspection 20240923.Docx Photograph #13 – CB-7 Photograph #14 - CB-8 Photograph #15 – CB-9 Photograph #16 – CB-10 Photograph #17 – CB-11 Photograph #18 – CB-14 Photographs taken at L3 Harris, Northampton, MA on September 23, 2024. F:\P2012\0090\R28\Deliverables\Report\Attachment D\Photos Site Inspection 20240923.Docx Photograph #19 – CB-15 Photograph #20 – CB-24 Photograph #21 – CB-17 Photograph #22 – Outfall at CB-17 Photograph #23 – CB-18 Photograph #24 – MH-11 (Outfall #002) Photographs taken at L3 Harris, Northampton, MA on September 23, 2024. F:\P2012\0090\R28\Deliverables\Report\Attachment D\Photos Site Inspection 20240923.Docx Photograph #25 –CB-19 Photograph #26 –CB-20 Photograph #27 – CB-20 Photograph #28 – CB-21 Photograph #29 – CB-22 Photograph #30 – CB-23 Photographs taken at L3 Harris, Northampton, MA on September 23, 2024. F:\P2012\0090\R28\Deliverables\Report\Attachment D\Photos Site Inspection 20240923.Docx Photograph #31 – Roof Catch Basin Photograph #32 – OCS-1 Photograph #33 – SSD2 Photograph #34 – Detention Basin No. 6 Inlet Photograph #35 - Detention Basin No. 6 Outlet Photograph #36 - DB No. 6 Outlet and RipRap Photographs taken at L3 Harris, Northampton, MA on September 23, 2024. F:\P2012\0090\R28\Deliverables\Report\Attachment D\Photos Site Inspection 20240923.Docx Photograph #37 – Meadow Downstream of Detention Basin No. 6 Photograph #38 – Front of Building Looking East Photograph #39 – Front of Building Looking West Photograph #40 – Inlet to Off-Site Detention Basin Photograph #41 – Off-Site Detention Basin Photograph #42 – Off-Site Detention Basin Photographs taken at L3 Harris, Northampton, MA on September 23, 2024. F:\P2012\0090\R28\Deliverables\Report\Attachment D\Photos Site Inspection 20240923.Docx Photograph #43 – Off-Site Detention Basin Photograph #44 – Inlet to Grove Street Catch Basin Photograph #45 – Inlet to Grove Street Catch Basin Photograph #46 – Grove Street Catch Basin