9826 7TH AVE SE 2025-03-25 - Laserfiche WebLink

®NOTES: 1. ALL EXISTING DRAINAGE PIPES FLOW TO THE I 'E ISOLATION STRUCTURE. EXISTING SHUT OFF VALVE IS CLOSED TO PREVENT DISCHARGE TO DOWNSTREAM STORM. VALVE TO REMAIN CLOSED. 2. EXISTING 1,000 GALLON API OIL/WATER SEPARATOR VAULT. a + = 3. EXISTING 300 GALLON API OIL/WATER SEPARATOR I I I SE E M PROJECT LOCATION VAULT. 4. EXISTING 4,500 GALLON CONTAINMENT VAULT. I 5. STORMWATER DRAINAGE OVERFLOW ROUTE TO 620 SE EVBRI SE EV SQUARE ME LLc T MALL WAY STREAM STORM AT WATER SURFACE ELEVATION 505.5 TL zaosleoo3o-asoo 3o I50, z o 3 I ^ 1000,51 sE n 6. REMOVE SOLID LID AND REPLACE WITH VANED GRATE rn TEMPORARILY (FOR THE DURATION OF THE IDPP. cw BUILDING INSTALL STORM DRAIN INLET PROTECTION PER CITY OF I ^ CB RIM=506.41 6' CHN EVERE17 STANDARD DETAIL 210. CB RIM=506.13 / IE 4"PVC(s)=50e.24 r-5511_-_LLW FWj-- IE 6"PVC(NW)=504.97 7. INSTALL STRAW WATTLE AROUND EXISTING CATCH GONG RAMP 1_ q BASIN' BUILDING 7'CHN LNK,ENC N v VICINITY MAP 8. INSTALL DOWNTURNED ELBOW ON OUTLET PIPE PER ¢ \ I i NTS DETAIL, THIS SHEET. MATCH DISCHARGE PIPE SIZE. gsPH 1. 9. INSTALL 120V 20 GPM NON-EXPLOSIVE SUMP PUMP --- 11 -507 i Im WITH TEMPORARY POWER FROM BUILDING (ZOELLER ------- - ® 6"CONC(WALL ! I rn 50 SERIES OR EQUAL) TANK m I SITE ADDRESS: 8"GONG WALL w/ NELSON PETROLEUM ¢ 7' CNN LINK AC 9826 7TH AVE SE / BUILDING I I EVERETT, WA 98208-3711 CB RIM=506.71 O O O B RIM=506.14 > ASPH a E s"Pvc(s)=soas3 - 4"Pvc(s)=so4s4 NAME OF OWNER/APPLICANT: IE 6"PVC(SE)=504.63 I coNc � I I NELSON FAMILY PROPERTIES LLC CB RIM=506.02 CB RIM=509.27 22422 STATE ROUTE 9 NE PACE Engineers IE 4"PVC(S)=504.81 O O O EM SHUEOFF e \ IE 2"DI(N)=507.87 ARLINGTON, WA 98223 11255 Kirkland Way,Suite 300 CONC I� I 0 I IE 4"PVC(S)=506A7 Kirkland,WA 98033 (2" PIPE IS CANOPY www.paceengirs.com 14 c6 RIM=505.50 cc WWW. aceen rs.com IE 4"PVC(W)=503.40 ¢ I I �_-' - 1 DRAINAGE LINE) PROJECT DESCRIPTION: a g IE 4"PVC(N)=502.70 Im�l I r REVISE EXISTING ONSITE PRIVATE DRAINAGE IE s"PVC(N)=502.70 0 $t` I� ! SYSTEM TO SEPARATE FUEL ISLAND J O IE s'Pvc(sE)=soz.4o DRAINAGE FROM PARKING LOT DRAINAGE. A K IE 9"DI(W)=502.35 FUEL ISLAND DRAINAGE WILL BE ROUTED TO $� wn EXISTING STORM IE 4"FLEx(Nw)=502.30 g 6 q ! Y--- �_�7 O I' �Im AN EXISTING 4,500 GALLON CONTAINMENT �pw of sgr�.�p DISCHARGE CB � � I I coNc®I° `S/O o VAULT WITH NEW SIDE SEWER CONNECTION TO PUBLIC SEWER MAIN IN 7TH AVENUE SE.cB RIM=sos.317 ¢ �/ ! LEGAL DESCRIPTION: isxeIE6"PVC(SE)=503.61 ! SS G IE 6"PVC(S)=503.61 ¢ ¢ ASPH �1 I LOT 3 OF CITY OF EVERETT SHORT PLAT IoxAL ' IE 6"PVC(N)=503.57 I 9"CONC WALL W/ + RECORDED UNDER SNOHOMISH COUNTY vLT RIM=505.70 ' I 7'CHN LINK END AUDITOR FILE NUMBER 8411200074. 2024.01.2516:45:34-08'00' OIE 6"PVC(NW)=503.45 ¢U¢ 1 11 W ORIGINAL COPY OF DIGITALLY SIGNED 1m ESr U IE 6"PVC W/TEE(SE)=503.45 6 I �,�m� I DOCUMENT AVAILABLE UPON REQU _� s PARCEL TAX NUMBER: ce RIM=505.76 o �- S °9, 2805180030-7300 U IE 6""PVC(NE)=503.50 U I 09` `�� / I J IE 6PVC(SW)=5o3.48 I I-�/ E/�,�PVC(NW)=5o3.47 4 9 1 2" DISCHARGE HOSE I 3 M STORM ISOLATION VIVLT RIM=505.37 1 LAID ON S RFACE 0( d N VALVE TO REMAIN IE s"PVc(sE)=soa.oz PARKING L T ` ® O 00 CLOSED. IE 6"PVC(E)=503.37 CONC I � Lu 00 IE 6"PVC(NE)=503.37 CURB a. Q IE 6"PVC W/ELBOW(N)=50z.57 ��CONC ASPH CB RIM=505.50 VAULT RIM=505.690 I J U) IE 6"-C(SE)=503.77 O 8'"BRICK / S C rn Z VAULT RIM=50.56 WATER/OIL LEVEL=503.69 WALL / °B C N F- IE 6"PVC(N)=503.75 WATER/OIL LEVEL=503.56 IE 4"PVC W/TEE(E)=503.95 �+ �_�\ / a N4 0 CB RIM=508.91 VAULT RIM=506.10 IE 4"PVC(E)=503.96 IE 8"CONC(SE)=504.91 ( LL N WATER/OIL LEVEL=501.65 IE 6"PVC(SW)=503.55 NELSON FAMILY PROPERTIES LLC IE 8"CONC(W)=504.91 yz ADAPTOR OR PIPE JOINT N ? IE 6"PVC(NW)=504.00+/- I PVC ELBOW* Z -I 9826 7TH AVE SE g"BRICK I CB RIM=505.59 TL 2805180030-7300 WALLAST H IE 6'. (SE)=503.82 ROADWAY SSMH RIM=506.92 Q IE 6"PVC(NW)=503.77 / CL CHANNEL 8"CONC J BUILDING BUILDING -�� / �S°j I IE=491.46 W INTERIM DISCHARGE PREVENTION PLAN _ GONG PVC PIPE* THE INTERIM DISCHARGE PREVENTION PLAN (IDPP) SHALL PROVIDE A TEMPORARY ! S GROUT BUILDING CB RIM=505.01 / SOLUTION TO PREVENT POLLUTED STORMWATER FROM LEAVING THE SITE. THE IDPP BUILDING 3 IE 6"PVC(NW)=503.91 SHALL ALSO PROVIDE A TEMPORARY SOLUTION TO LIMIT ALL SURFACE WATER Icw I cw PVC PIPE* DISCHARGES FROM LEAVING THE SITE, APART FROM THOSE THAT FOLLOW THE CB RIM=so7.00 OVERFLOW AND NOTIFICATION PROCEDURES IDENTIFIED IN THE PLAN. THE FINAL IE 8"CONC(NW)=505.6o I s°s >�Z L Z W SOLUTION SHALL BE PROVIDED ACCORDING TO THE CORRECTIVE ACTION NOTICE CASE NUMBER: CE 23-0368. / ` I GROUT ALL JOINTS Q d Q BRIGHTON SQUARE LLD I INSIDE AND OUTSIDE U Z IZ NOTES: 620 SE EVERETT MALL WAY ,, O �+ TL 2805180030-4900 Iy 1. ISOLATION VALVE IN VAULT SHALL REMAIN IN CLOSED POSITION. I .' ..�.. ~.~ .... 0 H Q W TEMP CB, TYPE 1 *MATCH DISCHARGE PIPE SIZE Z 2 W 2. INSTALL 20 GPM SUMP PUMP IN EXISTING 4,500 GALLON CONTAINMENT VAULT WITH W/ SOLID LOCKING LID I 2 W W �� TEMPORARY POWER FROM EXISTING BUILDING. FR r >a RIM=508.4 (MATCH EXISTING GROUND) I LU W to W 3. INSTALL TYPE 1 CATCH BASIN WITH 4" PVC OUTFALL TO EXISTING SIDE SEWER PIPE. IE=506.0 (4" PVC) PVC DOWNTURNED ELBOW DETAIL N �• CONNECT 4" PVC OUTFALL TO NOT TO SCALE Z d 00 4. INSTALL 2-INCH DISCHARGE PIPE BETWEEN 4,500 GALLON VAULT SUMP PUMP AND EXISTING SIDE SEWER <� NEW CB. W 5. INSTALL STRAW WADDLE AND STORM DRAIN INLET PROTECTION AT EXISTING CATCHMENT LEGEND: F DISCHARGE CATCH BASIN. PAVEMENT BASIN S 6. PROVIDE A MONTHLY WATER QUALITY TESTING REPORT TO THE CITY THAT PAVEMENT STORM SO BAR IS ONE INCH ON ORIGINAL DRAWING.N o-1" DEMONSTRATES THE WATER IN THE 4,500 GALLON CONTAINMENT VAULT MEETS THE PACIFIC PRIDE BASIN -------- ` City of Everett Permit Review IF NOT ONE INCH ON THIS SHEEr, CITY'S INDUSTRIAL DISCHARGE PERMIT CONTAMINATION LEVELS. IF TESTS SHOW THE PACIFIC PRIDE STORM SD EVERETT Status:Approved ADJUST SCALES ACCORDINGLY. 5i CONTAMINATION LEVELS EXCEED THE INDUSTRIAL DISCHARGE PERMIT REQUIREMENTS, '""""' SCALE: DATE: m THE DRAINAGE COLLECTION SYSTEM SHALL BE CLEANED AND A NEW SAMPLE SHALL NELSON BASIN -------- 02/27/2024 11:37:41 AM 1"=20' 1/25/2024 ; J)Na BE SUBMITTED TO THE CITY. NELSON STORM SD DESIGNED BY: CHECKED BY: WAll oil/water separators will need to have elbows/tee's JP JA 7. THE CITY SHALL BE NOTIFIED IF THERE IS A SURFACE WATER OVERFLOW FROM THE COMBINED STORM SD 0 10 20 40 installed on the discharge end of the separators. d^q CONTAINMENT VAULT. THE CITY SHALL ALSO BE NOTIFIED IF THERE ARE ANY ONSITE HORIZ. PACE PROJECT NO. 23450 0Js OIL SPILLS. Scale In Feet 002 !.Al. ---- SHEET