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Summerfield to Durham Plant - Summerfield "C" - Line (Durham Road) 3 EC T OM,S 114 14, T2s R! W W. M. - MSI PS 25 f 1/C 4D 014A 4 TM � GREEN _ TEE C)R 4 G ON _ ! LAKE ConstructionNotest GREEN •• /A'S G"_TE I NVO N0R7#) 1. All work shall be in accordance with A.W.W.A. standards. _3 at ._ _ UITcR IN.YAl7t7. 2. Poured concrete thrustblocks at least 4 square feet of Sl gm1: I IIS D�' {" Q✓r�== - bearing surface at all tee and bend locations. I 3. 36" of 3/4" minus gravel-,_cover for all mains in streets <30 _ -- TEe or driveways; otherwise, 36" of earth cover. 4. Mains shall be tested at 150 psi. / _ StIMMER�/E!D 5. Pipe shall be T.J. PVC rated at 160 psi. 6. Proposed pipe lengthss 8" PVC 2,860 feet rN 4 � 6 PVC -• 1,820 feet __jP,t bRTf[ 4 rN j rEE 7. PVC pipe shall be installed adjacent to sanitary sewer if feasible, but not in the same ditch line. . _a,goPosEp b"PYC Y r t f _ J v Iz _--. A80PO SEQ so PVC 7N,$7A1t 8 TEE i (Pcv c n1oR rti)- ` ROAD 7!✓S7'A"LL 8 xto TEE G C.K - (NORT,V) -8" PYC 3EYb/Vl7 13LACK7-00 (EAS 7) FOtP F-fJTtJ!?E COA/M4 C T7 01✓ 7v K1NG C,9'y ML VG CAsr� V�11 �. ,, ` �� •, TREATMENTT���y _>�fiPOSED 8PVC t ga�e�711 GA R D PLANT vt 44 SCHOOL - O� Arg• ��,e s��� ,��� `C1i 0'W �p 1,Y,5 7-A L L 8" TEEG S .- �! i .����5` 0t • (PLUOUTN� ! $E'Q/N P,�?o✓ECT: r0 c -x i's 7l/V a 4" 'PVC -\\qe �,� Gc\'� TIGARD WATER DISTRICT 1. PRQF�t�f 8841 S.W. COMMERCIAL STREET •TIGARD, OREGON 97223 �'14e`I?t1 TELEPHONE: (503) 639-1554 7149 EF_t utl ct__--VVATER-PROJECT 0 Y aNg�� �� r . S A D UR 1-1A M PIAN T O�F�r 16 E. SP�a'� TO 3 UM M F1_ELI. Robert E. Santee, P.E. Administrator Se 1" ' cal _- 0 0 _ LAKE �� ��X/ST/!✓G 3 METER W/G•Y 5EC T0/V5 J0, !1, 14, 15, T25, Rf W YVM -� , - MA/v5 25 10.E 11C, 148, $ 15A S �ME,�F/ L 5, T3QD 'y A H!MG7"OlY COUNTY GREEV � Q W 5 v OREGON y EX/ST/Ns 6"PYC I 2/00 2200 2300 SUMMERS/tLD TEE F Tl GA,4D GOL COURSE Q CHURCH OF G OD x! 2401 s E JJ 3Ra J'4 GRkEA! 0 i � a s i ST NG C s s_ W CCAt7'UR r 50v THWIF6 T' i CHURCH .STAT/OY TO JSE ��— A�, <rrsaw .r�. 0,' CHRIST CONNECT To EX/3T/Nfs DRI.Y.. 2400 f # ©EGj/v aaaJ�e r: 6 P✓C 1y 8'x 6 •PFDUCE� roe' G.Y (2i 6S CONNECT TO EXIST/NG 15ND PROJECT } t $"X ��+ TEE W18"PYG o.V. /o 15 /4 I res r/N G EXGS PVC PROPOS ECJ $` PYC hlg0!?OSE13 -8"PYC - &l+ oYG 200 /500 /00 600 5"00 400 300 -30/ /00 ! 600 ' 500 ti I CONSTRUCTION NOTES: � � do �.6s 1. All work shall be in accordance with A.W.W.A. standards. 03s16 � 2. 36" of 3/4" minus gravel cover for all mains in streets or driveways; otherwise, 36" of earth cover. ,per $O` ����g TO Af ff6'. . C/ TY Mains shall be tested at 150 psi- for 1 hour. � � �c� tieUN s' /F/E© 3, � SEYYERA E AGENCY GOL.>�' CDUk'.5'� �� •`��• yet �,c� `� 7'REAT✓1?E/WT ALA/)/T 4. Pipe shall be T.J. PVC rated. at 160 psi. ,_.,�+���j 5. PVC pipe shall be installed adjacent to sanitary sewer , �. line, if feasible, but at a higher elevation, w/ 31 cover. '010 ��e�'��e��' Gs3�' 6. Proposed pipe length: ��� �;a� M 0i 8" PVC -- 3, 900 feet 7. DEQ requirements for using treated sewage effluent;° to irrigate the golf courses are as follows: a. Each water service outlet must be permanently marked to indicate water is unfit for drinking. Signs shall be posted and maintained around all ponds which state that the water is unfit for drinking or swimming. b. All ponds shall be sampled at least oncelper month ��EDPRQF��, T16A►R® WATER DISTRICT for fecal coliform organisms. The results. of all ��� �GINZ'e' 8841 S.W. COMMERCIAL STREET •T OREGON 97223 tests shall be included in the monthly DUham treat- 7149 'P - ment plant monitoring report. Frequency and duration TELEPHONE: (503) 63399115555 4 of bacteriological analysis will be reviewed at six- month intervals. 011im Effluent WATER PROJECT C. Irrigation with treated effluent shall be restrictedeFR 5. W DURHAM ROAD P to non-operating hours and must be controlled so as T E' � O 7"0 /08-rH not to create nuisance conditions. RobertE. Santee, P.E. 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