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F <br /> " <br /> Taffirl ag Pee <br /> A H P E E. MA 02649 <br /> IANNING BOARD MINUTES :: 7/18/84 Cont I d. Page <br /> Mike McGrath and Atty. 1irrne appeared before the Board regarding <br /> the Seabrook Rd. cluster subdivision plan which was submitted on <br /> 6/27 and now they were seeking final approval from this Board on this <br /> particular plan. lar. l arste s abstained from this part of the meeting. <br /> Mr. McGrath said theygot an outline from Mr. Rowley and he wished to <br /> go over i t: <br /> - re addresses and names of abettors - they will add it. <br /> B - re monuments - they added all monuments on the plan and profiles <br /> -E re contours - they had it <br /> - are road profiles - Bay Shore entrance redesigned . They have <br /> gone 51 back from pavement, They have taken highest point - " <br /> or " of bump so water will flow by entrance on Monomoscoy <br /> re the shoulders - Mr. McGrath said they talked it over with <br /> Mr. Marsters and they are requesting a waiver. If it's built <br /> according to plan they would get erosion on steeper parts . <br /> The difference i " of ghat required and what want to do. <br /> Mr. Rowley said he can see Mr.. Hamster's point in relation to <br /> undermining the road surface . But they have to construct it <br /> in compliance with the regulations . He felt it was something <br /> for the Board to -consider changing in the regulations and he <br /> sees no problem with waiving it. <br /> Mr. Ic .th said they hadn't corrected the drainage , He said <br /> he redesigned the calculations for drainage . Since he put the <br /> bumps in be reduced the amount of water going. Now they would <br /> probably have a leaching trench and he has drainage calculations <br /> to submit to Mr. Rowley for 170' leaching trench . <br /> - Mr. McGrath said he didn't do it because it wasn t t on the list. <br /> Mr. Rowley said if they have a drainage ditch it would eliminate <br /> this . <br /> F It just means raising a couple of feet. Mr. Rowley said on <br /> 6/lo % so have shallower cut and put below grade to 18" and <br /> move basin to 15. <br /> Mr. McGrath said he would prefer to leave it alone . He was <br /> making an artificial low point to keep drainage flow low. If <br /> it gets over topped it's going to get more water on low end. <br /> He was trying to put it closer together to collect as much water <br /> as possible , <br /> Mr. Rowley said with 611C% grade they don't know how many basins <br />