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• Re-flash the entire length of the built-in copper gutter with a semi-cured self-adhering <br /> PDM membrane and integrated connection with the thr ughwall scupper drains; <br /> • Detailed cleaning of mechanical equipment housing; <br /> • Patch failed seams near areas of leakage near the weight training room; <br /> • Repair damage/seam failures in the roof membrane; <br /> • Repair exposed concrete block masonry in the cooling tower enclosure and treat with <br /> n elastomeric masonry coating; <br /> • Repair and ree at deteriorating exterior lumps; <br /> • Repair rooftop lightning arrestor system; <br /> • <br /> Removal al and replacement of all elastorn rie sealin s, including materials between <br /> metal-to-metal contact e.g., window openings, mechanical equipment); and <br /> • <br /> Refinish steel egress doors (BET, 2010). <br /> At the time of the MDPH/IAQ assessment, the Town of Mashee was examining options <br /> concerning implementation of these recommendations. <br /> 6 <br /> Methods <br /> Air tests for carbon monoxide, carbon dioxide, temperature and relative humidity were <br /> conducted with the TSI, Q-Trak, IAQ Monitor, Model 7565. Air tests for airborne particle <br /> matter with a diameter less than 2. micrometers were taken with the TSI, I I�ST`T` AKTM <br /> Aerosol Monitor Model 8520. N4DPH staff performed visual inspection of building materials <br /> for water damage and/or microbial growth. Moisture content of porous building materials <br /> X <br /> (gypsum wallboard, carpeting) was measured with a I el horst, BIS-2000 Model, Moisture <br /> Detector equipped with a Ielrnhort Standard Probe. <br />