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FLOW SPLII'TER 1, SEE 2
<br /> SDMH #16, 54"0 FINISH GRADE RIM=18.23t ���14 STORMFILTER SYSTEM , MAINTENANCE NOTES;
<br /> RIM=I9.OSf 8'X18' WITH 33 FILTER FULL HEIGHT PROPOSED SURFACE GRADE
<br /> AQUAL-SWIRL 1 e CARTRIDGES, SEE e BAFFLE WALL STORMWATER QUALITY TREATMENT FAGLITIES
<br /> - - - - MODEL AS-5, SEE , RIM=17.8t SDMH 17, 54'4, SHA�L BE OPERATED AND MAINTAINED PER
<br /> � --- � RIM 18.63t cz�a 6LF-8'0 � 1.0% 07•14 RIM=1�8t EXISTING THE MANUFACTURE'S MAINTENANCE MANUAL.
<br /> - .. ,_ ;.,:...,:.,.. ,,...... - - MANHOLE
<br /> _ - - FILTERS SHALL BE INSPECTED REGULARLY
<br /> - - - - - -" -- - -_ _ ,_ AN� REPIACED ANNUALLY OR AS REQUIRED
<br /> -" -� - 70 MAINTAIN PROPER FUNCTIONS. CERl1FICATE
<br /> • . . _ , F M N A S ALL BE ROVIDED TO THE
<br /> ^ . �12"R STORM � �IN OF EVERETf ANNUALLY.P
<br /> � 9LF-24"0 � � ..._ _..
<br /> -- - ➢ - ` INFLOW FROM � ; i i
<br /> -►- 24"b -► 10LF-24"0 BY-PASS I..y.
<br /> � 1.0% FILTER CARTRIDGES �E=12.99 � {
<br /> � 1.0% - 12LF-24"0 � 1.09, i i �„I
<br /> . IE=10.82 ARCHED IE=10J _ �4 EXISTING OUTFALL
<br /> .. BA�LE ._.. . ' . f
<br /> : ;., ;. .. .. ,. , - .. .. , , ' i -`'
<br /> IE=10.97 IE=10.91 IE=10.6 3.5"� � i 24 0
<br /> . ' �
<br /> ORIFICE OUTLET BAY - „ ' IE=7.88 ; i.-�..-. i'
<br /> � DESIGN IE=10.6 D SSRP TER IE=8.2 IE=8A ��i
<br /> '
<br /> WATER `� "
<br /> HDPE CHAMBER SURFACE 8LF-8'b � 2.0% � �
<br /> IE=13.5 IE=10.5 �E_$Q TIDE GATE
<br /> BY-PASS
<br /> IE=13.5
<br /> SEE eC7.74
<br /> PROFILE - STORM WATER TREATMENT SYSTEM 1
<br /> SCALE:. Not to Scale
<br /> PRECASTE CONCRE7E STORMFILTER SYSTEM 2
<br /> 8x16 W/ 20 FILTER CARTRIDGES, SEE e
<br /> RIM=17.Ot ��,74
<br /> AQUAL-SWIRL 2 � CONCREfE FLOW SPLITTER 2, SEE e
<br /> MODEL- AS-5, SEE ����<
<br /> RIM=�7.3t �774 RIM=17.1t SDMH #5. TYPE 2, 54"0 EXISTING
<br /> - - �FINISH GRADE FULL NEIGHT RIM=16.77 MANHOLE
<br /> - - - - - - - BAFFLE WALL
<br /> - - - - - - -
<br /> Y.::_::.. . - - - -
<br /> .-, �...:.::...... - - - - - - -
<br /> - - - - - - -
<br /> �-r.._._..
<br /> _ SLF-8"0 � 2.0% ; : �,_:
<br /> � - ; ,,.. � ... :
<br /> - - ._�. � j
<br /> -'"` 24"0 � 1.0% - � � i � I
<br /> 18LF-24"0 � 1.0% FILTER CARTRIDGE
<br /> . � ; ; EXISTING OUTFALL
<br /> IE=11.2 IE=11.0 - - '
<br /> fE=11.3
<br /> IE=11.0 e :...... .. � _
<br /> ,,
<br /> . .. , .: ._ 24"0 `-
<br /> 2.8"0e. .. ., .. , . ,
<br /> DESIGN ORIFICE � �
<br /> ,. �. .. . i
<br /> SURFACE ENERGY OUTLET BAY IE=8.36 ii
<br /> IE=10.9 I..�__.:
<br /> 3 IE=13.5 D�SSIPATER IE=8.0
<br /> �O BY-PASS IE=8.6
<br /> f IE=13.5 BY-PASS 36LF-24"0 � 1 A�
<br /> �� SEE�=� 5LF-8"� � 2A� IE=8.42
<br /> r � �
<br /> �, cz,< �E=ss
<br /> d.
<br /> ,��, TIDE GATE
<br /> �
<br /> v
<br /> d
<br /> E
<br /> � PROFILE - STORM WATER TREATMENT SYSTEM 2
<br /> 0
<br /> �
<br /> ,� SCALE: Not to 5cale
<br /> �° NOTE: 'r N��
<br /> 0
<br /> � IF "L" DOES NOT MEASURE i"
<br /> i ADJUST SCALES ACCORDWGLY.
<br /> w
<br /> /
<br /> PROJEC7 ENGWEER: SCALE: DWG. NO.
<br /> a � • � � . � o,�NwA ,.A ' H. KUYPER As NOTEo PORT OF EVERETT C7.11
<br /> N J.�°` C DESIGNED D. YE AUGUST 4, ZOO6 CIP N0.
<br /> � O�O 728 �34tn street sw�s�ite 20o y � o�,WN�: �HE�KEo BY: NORTH MARINA REDEVELOPMENT
<br /> � ~ INFRASTRUCTURE PHASE 1 3-0-003-09
<br /> � Everett.Washin ton 98204 �3/16/07 CONFORMED SET ADDENDA 1-4 qF'�FcstEa�'��``'� D. OLSEN H. KUYPER WqTER TREATMENT PROJECT
<br /> d. P.O. BOX 53B 9 � F9B/ONAL�� PROVED BY:
<br /> � EVEREIT, wA 98zos Ph: 425 741-3800 � 8�4�06 PERMIT APPROVAL/CONSTRUC110N ? �5_, , No• PD-NM-2005-06
<br /> � (425� 259-3764 � � N0. DATE BY RhVISION N0. DATE BY REVISION �%R� o3io3io � � � SYSTEMS 1 AND � � �
<br /> JOB No. 21-04-015 . SHEET N0. 71 OF ��p
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