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Suggested Solution: Private side sewer is approx 76' in length and is 4'6" deep. Line is existing concrete <br /> and is showing age. Recommend relining to prevent future backups and to extend the life of the side <br /> sewer. Several low spots holding water were found along the length of the side sewer,these could also be <br /> potential future locations of blockages. Relining may not remove these and they may need to be <br /> excavated to restore proper grade. <br /> As-built Plumbing and Sewer Sketch <br /> See Attachement <br /> • <br /> c C <br /> o �` � ;e.M.f#.•� ,s pH&a' �t "' --Kr--r 4n ' vio <br /> • <br /> ry � � I. .. .... 'L•-` afi3 a v "s: <br /> Old downspout connection point, should be capped/plugged. <br /> at <br /> wF.0 `+sic. r .:.� _ - _.. <br /> leit <br /> ..7y. yt: �.arm rA, r �, � �� • { 3,,-'. "' � <br /> cs <br /> J m y <br /> Proposed Backwater Valve Location <br />