2012 MBA Drainage Work
Street	ADDR	PipeSize			NOTES:
Name	#	12"	10"	8"	"dw"="driveway culvert"; # denotes street address
Errett:	1	6			replace dw and pipe/fill all ditch (include surface T just e of dw) (pipe outlet elev .1' above DelDOT culvert W of fence; slope .1' per 100')
	3	4			replace and pipe/fill ditch from #3 driveway to W prop line (incl surface T just W of dw; follow above slope; last piece of pipe has .2' slope per 20')
	5		1.5		replace 30' dw; lower ditch-slope .1' per 100'
	7		1.5		replace 30' dw; lower ditch-slope .1' per 100'
	4		2		replace 30' dw (outlet elev .1' above inlet of #2) (ditch OK for this year)
Short:	1	2			backfill around cleanout boxes (MBA to replace T with second cleanout box in early January)
	3				backfill betw dw and W prop line; riprap E side of dw
	5	3			replace 60' -new elevation .5' above outlet at #3; old pipe (too deep) remains; new pipe slightly closer to street
Bayberry:	4	5			replace 30' dw (raise ditch bottom about 4") (pipe/backfill addtl 70' dtich at homeowner expense-slope .1' per 100'; last pipe .2' per 20')
	6	1.5			replace 30' dw (raise ditch-slope .1' per 100') (remove vegetation between ditch and road)
	8	1.5			replace 30' dw (raise ditch-slope .1' per 100')
	13				reseat 30' dw at exist elev (dip in the middle)
Bridge:	12		1.5		replace flatter (dnstream end OK; upstream end 6"' too high)
	14			1.5	replace 30' dw (lower about 7")
	16			1.5	(asphalt driveway-try to leave undistrubed)
Addy:	2	3			investigate utilities in the way of new cross-road pipe to tie S ditch into N drainbox by #1 (design now; FUTURE WORK)
PIPE:
TOTAL		26	6.5	3
OnHand		30	17	15