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8.a Community drainfield studyCommunity Drainfield Study City of Scandia, MN Figure 1: Potential Sewer Layout % October 2018 SCANDIA I I \ I � r \ F77 E%TENSION _ RIM 050.57 _ v J i 1 1 ♦♦. A os I 1 / ♦ - � 1 Zps0 \ v ♦ �� z i 0 -- - i DRAIN FIELD- aosq (9 ACRES) ■ ■ IM 1 A ■ 1\ dos i BD LD FT 1 as / 14 \ I r I v � ; �, � I ,, ■ � v v zayo , � J �___ -_ - ■ M: 100].89 �� V:]D208W -J r 214th ST N 10 GPMFUTURF ti "`:2] ,D„ ; \\\ / '; / ■ l GRAVITY FLOW �- -,� PART 11� 3\FDRCE MAIN / FUTURE5 GPM 1 GRAVITY FLOW- / ` RIM -104]. NV: 1022 8" PVC v LD 253 \ PARTS FT■ LIFT STATION �\ BUILD-2411FT. BUILD.24. FT I 1' 103 046 SO GPM FUTURE J \ \, ■ i a, _ 1 * ^r IGRAVITV 'FLOW \ ■ / ■ W I e -_- ■ BD 14 F- B-6 JB2 F, F _ li- - - - - - - - 0 '----3036 CSL k' IM ] R M =2-4' ' 3 -� 023.74 FT T I 1 / ■ ■ -- � Iur. zo as 0a � ■ I -1------- �� _unQQQwQQeQQ �fAT ,HWY-92_- - ` _ ----------- -- -- _- o �- -CASING PIPE--=- -. J67/ %GPM FUTURE RIM: 1038.00C GRAVITY FLOW BUILD I RIM 7, IN—73 1122.17 AI /RIM - 1 1 0 8 " DI AJ 21 11 <PART 2 FUTURE EXTENGRAVITY115 GPM FFLOWE C > � \ - -J-_ 1 o > o N / ■ � I V / I - - _I 1 I _ � � I � A --- - II II J a sL}ZARI�_ 81 PVC -v J vv A 1043 78 \ nl ,37 UI,D_L9_42Fi / 1 RV:1013 6 INV 1023,49 BUILD 16 50 FT QQQQQQ� UI TSTATION ` \ILD 7.91 FF 2 FORCE MAINI� �L--------■ \ _ �/� / �/ \ N ] m t IN 10260D 1027 0 \ E�j \ yQQQQnnQQn�rnsonnsunniQQQUQQQQQQQQQQdQQQ Q�QiQQiQf- 5 { -T� ----- _ / i LEGEND: GRAVITY SEWER IN STUDY \ _ FORCE MAIN DY I > POTENTIAL FTUREEX TE N I \ 1 I1 11 1 \\ 1 NSIO \ 18D O \