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PUMP STATION #1 PUMP STATION #2 PUMP STATION NOTES* GENERAL NOTES: LEGEND. <br /> PUMP IMPERVIOUS PERVIOUS PUMP IMPERVIOUS PERVIOUS 1. NUMBERS IN PARENTHESIS ARE NEGATIVE. 1. BASEMAP FROM 2014 ALTA SURVEY. 11111111I PUMP STATION/1 AREA <br /> CAPACITY AREA AREA CAPACITY AREA AREA <br /> (CFO) (AC) (AC) (CFS) (AC) (AC) 2. •=INADEQUATE PUMP CAPACITY TO BE 2. PUMP STATION DESIGN INFORMATION FROM APRIL 2000 STORMWATER 1.•,.......•1 PUMP STATION¢2 AREA <br /> ADDRESSED IN A SEPARATE AMENDMENT SRE PLAN(COMPREHENSIVE HYDRAULICS REPORT)BY REID <br /> DESIGN 2.39 - - DESIGN 2.22 - - THAT WILL COVER RIVERSIDE ROAD AND MIDDLETON. .r-�'��'•' <br /> RIVERSIDE RD RIVERSIDE RD 8TH BEET' �����������PUMP STATION a3 AREA o <br /> 25-YEAR STORM (4.20) 2.17 0.39 25-YEAR STORM (1.12) 0.51 0.34 3. PUMP STATIONS¢1,2.3,4,AND 6 HAVE BEEN CONSTRUCTED. y� ,I PUMP STATION 4 AREA <br /> PUMP STATIONS/1,2,3,AND 4 DRAIN TO STORMWATER POND/2, V//////�I A S <br /> AVAILABLE (1.81)• LOT 5 (1.79) - - AID PUMP/6 DRAINS TO STORMWATER POND/1. _...�PUMP STATION/6 AREA Fr, <br /> AVAILABLE (0.69)• 1 <br /> 4. PUMP STATION/5 IS NOT CONSTRUCTED. DRAINAGE BASIN BOUNDARY <br /> 5. CURRENT PUMP STATION USAGE CALCULATED USING RATIONAL <br /> METHOD. <br /> 6. REVISIONS OCTOBER 2016: <br /> PUMP STATION #3 PUMP STATION #4 •THE FOLLOWING DRAIN TO THE SNOHOMISH RIVER:LOT 2,LOT 3. <br /> LOT 4 IN EXCESS OF WQ STORM,LOT 7,LOT 8 EAST BASIN,LOT <br /> PUMP IMPERVIOUS PERVIOUS PUMP IMPERVIOUS' PERVIOUS 9,6TH STREET.EXCEPTION PARCEL AND TRACT D. <br /> CAPACITY AREA AREA CAPACITY AREA AREA •LOT 8 DRAINAGE BASINS FROM ROC EVERETT TRANSFER FACILITY <br /> PHASE 1 SITE IMPROVEMENTS STORMY/ATER SRE PIAN(JUNE 12, <br /> ICES) (AC) (AC) (CFS) (AC) (AC) 2014). t <br /> •LOT 3 DRAINAGE BASIN FROM KW EVT,LLC 8TH STREET X <br /> DESIGN 2.34 - - DESIGN 2.87 - - CROSS-DOCK FACILITY PRE-APPLICATION MEETING(APRIL 2016). o <br /> RIVERSIDE RD (1 40) 0.65 0.40 RIVERSIDE RD A <br /> 25-YEAR STORM LOT 8 NW BASIN (2.71) 0.85 1.05 <br /> LOT 5 (1.80) - <br /> 100-YEAR STORM <br /> - AVAILABLE 0.1s LOT 4 <br /> AVAILABLE (0.86)• DRAINS TO <br /> SNOHOMISH RIVER <br /> (IN EXCESS OF PUMP STATION 1aJam\ LOT 8 NW BASIN PUMP STATION 3 WQ STORM) <br /> DRAINS TO POND 2 n <br /> \ PUMP STATION 2 <br /> \- DRAIN �� PUMP STATION 4 RIVERSIDE RDII i <br /> ."---_ `OMISy R� ~� WETLAND--------"7-------------.......— <br /> s"--.... .. P?i+"r4 -+4-.�t:4'+;;.::- _ — I-Tr, A I = — 'f 1; <br /> ```ER _ J I <br /> i <br /> LOT 8 EAST BASIN )I' <br /> ` � I 8TH STREET :.;. �I � �✓ ', <br /> DRAINS TO SNOHOMISH RIVER DRAINS TO III <br /> **----... 4"----—_, SNOHOMISH RIVER <br /> • <br /> — - / <br /> IT - <br /> DRAINS�9 I / <br /> -SNOHOMISH RIVER " •AAAA <br /> ? <br /> ,..„..,.7 3 ', DRAINS <br /> TO )r ... <br /> 1 I DRAINS TO SNOHOMISH RIVER I SNOHOMISH Jj \ / <br /> RIVER ,.if <br /> Y <br /> 'Z oa <br /> DRAINS TO SNOHOMISH RIVER om wM <br /> i ao oz <br /> ES <br /> THIS DRAWING IS AN UPDATE TO FIGURE 15 INcc <br /> SCALE N FEET <br /> THE STORMWATER SITE PLAN (COMPREHENSIVE ' — mm <br /> o. HYDRAULICS REPORT), PORT OF EVERETT - zoo o z o <br /> RIVERSIDE BUSINESS PARK DATED APRIL 2000. <br /> AMENDMENT 1 ADDRESSES LOT DRAINAGE ONLY. REVISED <br /> STREET DRAINAGE TO BE ADDRESSED IN FUTURE ""`1•-200' <br /> AMENDMENT. FIgU(B 15 �••• <br /> CALL 48 HOURS AMENDMENT 1 =•HK <br /> BEFORE YOU DIG NOTE: s <br /> 1-800-424-5555 ADJUSTOSCALES ACCORDINGLY OCf 2018 <br /> �`21.2016.001 <br />