(A) High water table. In all roadway areas where a high water table is found to exist, either before commencing, or during actual construction, of the roadways, the developer shall be required to install underdrains as directed by the Board of Selectmen or its duly authorized agent, to protect the stability of the roadway. If required, perforated concrete or metal pipe shall be used, backfilled with washed gravel or crushed rock three-fourths inch nominal size to a depth of at least 12 inches over the top of the pipe. The remainder of the trench being backfilled with bank run gravel meeting specifications of the State Highway Department for gravel subbase, § 1.06 or 809, Page 35. Sufficient pitch shall be provided to allow this underground water to run freely to a point of discharge.
(B) Discharge. The discharge of all store water shall be into suitable streams or rivers. Where the discharge shall be into private property within or adjoining the proposed subdivision, proper easements and discharge rights for the town shall be secured by the applicant before approval of the final map and acceptance of the drainage plan is requested by the developer.
(C) Inspection. Town inspection shall be required during construction and when completed.
(Ord. passed 4-1-1968; Ord. passed 12-13-1976; Ord. passed 8-16-1982)