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Engineering Permit Application Status
PRCCP20231096
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Date Returned | Name |
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10/06/2023 | 2 - CIVL Plan Set-2023-07-27 (1) (Flattened) |
10/06/2023 | 3 - TIR-2023-07-28 (Flattened) |
Review Type | Outcome | Est. Completion Date | Completed |
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Public Works Streets Review | Failed | 10/03/2023 | 10/05/2023 |
Scott Hill
((253) 841-5409)
Send Email
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See Document Markup
Outstanding
10/05/2023
I do not see this detail on Sheet C22 or C25 civils , pg 16 SH
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See Document Markup
Outstanding
10/05/2023
grind/overlay should end at new curb&gutter or end of project limits , civils pg 16 SH
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See Document Markup
Outstanding
10/05/2023
markings shall be thermo plastic, civils pg 16 SH
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See Document Markup
Outstanding
10/05/2023
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See Document Markup
Outstanding
10/05/2023
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Engineering Traffic Review | Failed | 10/03/2023 | 10/05/2023 |
Bryan Roberts
((253) 841-5542)
Send Email
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Other/Miscellaneous
Outstanding
10/04/2023
Provide separate streetlight design submittal (within civil plan set):
i. City standard streetlights are required every 150ft along 15th St SE.
ii. 15th St SE (Arterial) will require GE EVOLVE ELR2 Fixtures ERL2-3-23-A3-40-D-Gray-A-V1 (City to provide latest part numbers)
iii. It is the sole responsibility of the design engineer to ensure streetlight design/placement is outside of the 10ft minimum “safe zone” area from PSE primary.
iv. Streetlights shall have shorting caps installed with remote photocell located on the service cabinet.
Streetlight design shall provide the following:
1. Provide details on how streetlights will be powered
2. Location of conduit runs
3. Wiring Schedule
a. Conduit size and type for each raceway
b. Conductors details
4. Pole schedule
a. STA & offset for each luminaire
5. Show location of junction boxes
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Other/Miscellaneous
Outstanding
10/04/2023
Design engineer must determine the required radius on the north side of intersection to allow inbound right trucks (SBR) to access site without encroaching into adjacent lane of (SB) traffic. AutoTurn analysis shows SBR truck encroaching into adjacent SB lane of traffic. Minimum radius for commercial driveway is 35ft. Pedestrian path across driveway should be
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Other/Miscellaneous
Outstanding
10/04/2023
At the time of civil permit review provide a separate pavement striping plan (channelization) sheet for the City to review.
Provide a white thermoplastic crosswalk per City of Puyallup standards
Provide City standard STOP bar (thermoplastic) and STOP sign at driveway approach
Identify all thermoplastic striping to be replaced for half-street improvement (RR striping, STOP bars, Arrows, etc.)
Lane striping to be replaced with MMA
Please remove concrete path from commercial driveway approach. Pedestrian walking path should be asphalt with thermoplastic crosswalk bars.
Per conditions of the approved AMR for this project, the northern electronic gate access must be actuated by Opticom device. Please provided details of this design
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Fire Review | Failed | 10/03/2023 | 10/05/2023 |
David Drake
((253) 864-4171)
Send Email
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Other/Miscellaneous
Outstanding
10/05/2023
1. Provide stripping / Fire Lane / No Parking Sign layout in all areas detailed on plans per PMC.
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Other/Miscellaneous
Outstanding
10/05/2023
1. Opticom required on gate, show details with placement and battery backup box.
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Public Works Water Review | Failed | 10/03/2023 | 09/28/2023 |
Brian Johnson
((253) 841-5442)
Send Email
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See Document Markup
Outstanding
09/28/2023
Civil Sheet C13: The existing water main is 8-inch ductile iron, not 12-inch as called out. Install a new 8-inch gate valve west of hydrant tee at connection point.
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See Document Markup
Outstanding
09/28/2023
Civil Sheet C13: Both water mains that this looped water line will connect with are 8-inch. Is running a 12-inch line needed, or would an 8-inch line work?
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See Document Markup
Outstanding
09/28/2023
Civil Sheet C13: Remove this water easement. This proposed water main loop will be private not public.
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See Document Markup
Outstanding
09/28/2023
Civil Sheet C14: Hydrant is not shown. It looks like a retaining wall will be placed around fire hydrant. Call this retaining wall out, and provide a 3-foot clear zone around hydrant.
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See Document Markup
Outstanding
09/28/2023
Civil Sheet C14: See comments on Sheet C13.
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See Document Markup
Outstanding
09/28/2023
Civil Sheet C14: The existing 4-inch water service needs to be removed from the 6-inch water main on 15th St SE. Cut 6-inch cast iron water main 3-feet south of shown wet tap tee (heading west), and install 6-inch cap with blocking to abandon old service.
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See Document Markup
Outstanding
09/28/2023
Civil Sheet C15: This proposed water main will be private from the west edge of the public sidewalk, and public to the east. Remove easement lines.
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See Document Markup
Outstanding
09/28/2023
Civil Sheet C15: Show 2-inch gate valves on both water service connections.
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See Document Markup
Outstanding
09/28/2023
Civil Sheet C15: The existing water service in this area needs to be removed from the 6-inch cast iron water main. Schedule a water main shutdown with the Water Division. Remove the tapping corporation stop and replace with a brass plug.
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See Document Markup
Outstanding
09/28/2023
Civil Sheet C15: See comment of Sheet C13.
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See Document Markup
Outstanding
09/28/2023
Civil Sheet C15: Call out the size of the FDC line.
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See Document Markup
Outstanding
09/28/2023
Civil Sheet C15: The existing water main is 8-inch not 12-inch. This will be an 8-inch by 8-inch wet tap with a stainless steel tapping tee. Show the tapping gate valve on the plans.
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See Document Markup
Outstanding
09/28/2023
Civil Sheet C15: In November 2022 a hydraulic model was produced with existing conditions for this site, which is available from the City. The existing water main size is smaller than these plans show. Will the available fire flow be sufficient for this proposed project?
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See Document Markup
Outstanding
09/28/2023
Civil Sheet C15: This existing fire hydrant is off an 8-inch stub north of the hydrant. That stub connects to an 8-inch tee between two gate valves on the 8-inch water main located in 15th St SE east of the 6-inch water main. Instead of cutting in a new tee between the two water mains on 15th St SE to connect to the proposed water main loop, tie to the west side of the hydrant tee, install an 8-inch gate valve and connect at that point.
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See Document Markup
Outstanding
09/28/2023
Civil Sheet C22: This water standard detail should be moved with the other water details on Sheet C24.
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See Document Markup
Outstanding
09/28/2023
Civil Sheet C23: This water thrust blocking detail should be moved to Sheet C24 with the thrust blocking table detail.
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Planning Review | Failed | 10/03/2023 | 09/26/2023 |
Nabila Comstock
((253) 770-3361)
Send Email
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Final Landscape Plan - Submittal item Required
Outstanding
09/19/2023
Final landscape plan has not been submitted with this application. A landscape plan WITH UTILITY OVERLAY is required at this time. Please read the landscape plan submittal requirements document available on the City webpage for a list of required items to include in a final landscape plan: www.cityofpuyallup.org/DocumentCenter/View/13103
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Engineering Civil Review | Failed | 10/03/2023 | 09/26/2023 |
Anthony Hulse
((253) 841-5553)
Send Email
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See Document Markup
Outstanding
08/30/2023
Sheets C11 and C12 are both vault details. Update the index for sheets C11-C17. [civils, pg 1]
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See Document Markup
Outstanding
08/30/2023
Separate the amount of on-site cut/fill. Is the site cutting or filling? [civils, pg 1]
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See Document Markup
Resolved
08/30/2023
The transformer pad is not shown per keynote. Indicate this location. [civils, pg 4]
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See Document Markup
Outstanding
08/30/2023
Provide a grade break in front of the enclosure to prevent stormwater runoff from entering the enclosure. [civils. pg 7]
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See Document Markup
Outstanding
08/30/2023
Redesign the trash enclosure per design standard 208.1. Provide a type 1 CB at the center of the trash enclosure and plumb it to sewer. [civils, pg 13]
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See Document Markup
Outstanding
08/30/2023
Whom is this water easement for? If granted to the city, it would need to be centered in a 40' wide easement. [civils, pg 13]
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See Document Markup
Outstanding
08/30/2023
Provide a draft easement for the water main per the following link: chrome-extension://efaidnbmnnnibpcajpcglclefindmkaj/https://www.cityofpuyallup.org/DocumentCenter/View/7331/Appendix-C-?bidId= [civils, pg 13]
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See Document Markup
Outstanding
08/30/2023
What depth is the water main proposed? City standards required 36" of cover. [civils, pg 13]
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See Document Markup
Outstanding
08/30/2023
Create a note that informs the contractor to install detectable marking tape approximately 1.5' above the top of the pipe along the entirety of the main and services. Detectable table shall be blue in color and meet the material requirements specified in standard specification 9-15.18. [civils, pg 13]
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See Document Markup
Outstanding
08/30/2023
Revise the text overlap and show the hydrant. [civils, pg 14]
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See Document Markup
Outstanding
08/30/2023
Revise to a DDCVA. [civils, pg 15]
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See Document Markup
Outstanding
08/30/2023
Revise the water service line to connect to the DCVA [civils, pg 15]
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See Document Markup
Outstanding
08/30/2023
Is this representing a roof drain? If not provide utility crossing information. [civils, pg 15]
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See Document Markup
Outstanding
08/30/2023
Provide utility crossing information. [civils, pg 15]
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See Document Markup
Outstanding
08/30/2023
It doesn't appear that a 1" water service is proposed on the plans. Revise page 15 or remove this detail. [civils, pg 24]
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See Document Markup
Outstanding
08/30/2023
Include city standards 03.10.01-1 and 03.10.01-2 Double Detector Check Valve Assembly Installation and notes. [civils, pg 24]
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See Document Markup
Outstanding
08/30/2023
Revise curb and gutter reference to sheet 22 [civils. pg 16]
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See Document Markup
Outstanding
08/30/2023
Additional street lighting plan information was not submitted. Include a complete street light design for the next round of review as part of the civil set. [civils, pg 16]
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See Document Markup
Outstanding
08/30/2023
Include city standard details for the proposed street lighting. [civils, pg 26]
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See Document Markup
Outstanding
08/30/2023
Is this representing a service cabinet and junction boxes? Provide a callout for the streetlight information. [civils, pg 16]
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See Document Markup
Outstanding
09/01/2023
Revise text overlap. [civils, pg 8]
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See Document Markup
Outstanding
09/01/2023
Revise pipe slope to a minimum 0.5% [civils, pg 9]
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See Document Markup
Outstanding
09/01/2023
This flow arrow is pointing the wrong direction. [civils, pg 9]
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See Document Markup
Outstanding
09/01/2023
Provide the stormwater pipe diameter, material and length on this sheet. [civils, pg 9]
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See Document Markup
Outstanding
09/01/2023
Denote WQ1 vs WQ2 details [civils, pg 20]
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See Document Markup
Outstanding
09/01/2023
Revise minimum pipe slope to 0.5%. [civil plans, pg 9]
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See Document Markup
Outstanding
09/05/2023
Revise minimum pipe slopes to 0.5%. [civils, pg 7]
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See Document Markup
Outstanding
09/05/2023
Provide utility crossing information. [civils, pg 7]
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See Document Markup
Outstanding
09/05/2023
Revise minimum pipe slopes to 0.5%. [civils, pg 7]
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See Document Markup
Outstanding
09/05/2023
Provide pipe material, diameter and slope. Ensure this is a minimum of 0.5%. [civils, pg 7]
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See Document Markup
Outstanding
09/05/2023
The IE for the vault and CB #1 are the same. This run of pipe is flat, not 0.37%. [civils, pg 7]
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See Document Markup
Outstanding
09/05/2023
Provide a detail for the wall. Show the drainage for the wall such that it will not surcharge due to stormwater flows. [civils, pg 7]
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See Document Markup
Outstanding
09/05/2023
Provide a detectable warning surface at the bottom of the proposed ramp. [civils, pg 10]
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See Document Markup
Outstanding
09/05/2023
ADA parking stall signs? Reference the detail on sheet 21. [civils, pg 21]
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See Document Markup
Outstanding
09/05/2023
There is no V1 or V2 detail on sheet 11. Revise reference to sheet 12. [civils, pg 11]
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See Document Markup
Outstanding
09/05/2023
What are these dashed lines representing? [civils, pg 11]
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See Document Markup
Outstanding
09/05/2023
Show the existing wetland in which the project discharges too. [storm report, pg 11]
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See Document Markup
Outstanding
09/05/2023
A CSWPP was not submitted under a separate cover. Provide this document during the next submission. [drainage report, pg 15]
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See Document Markup
Outstanding
09/05/2023
Identify source control BMP's within this section of MR 3 to be followed during construction. [drainage report, pg 15]
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See Document Markup
Outstanding
09/05/2023
Include the new plus replaced hard surfaces within the WWHM calculation. These surfaces should be mitigated if possible, otherwised be modeled as bypass. [drainage report, pg 31]
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See Document Markup
Outstanding
09/05/2023
Include the bypass basin within the table. [drainage plans, pg 110]
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See Document Markup
Outstanding
09/05/2023
Fill out the rest of this site specific data chart. [civils, pg 114]
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See Document Markup
Outstanding
09/05/2023
The conveyance pipe calculation shows 7 pipe connections unable to convey the 25 year storm event. Revise accordingly.[drainage report, pg 146]
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See Document Markup
Outstanding
09/05/2023
CB#1 on sheet 7 shows the ie's as 50.16. Revise accordingly. [civils, pg 18]
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See Document Markup
Outstanding
09/05/2023
The WWHM calculation only provides a single orifice, why are two orifices proposed on the control structure detail? [civils. pg 18]
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See Document Markup
Outstanding
09/05/2023
City standard 02.03.05 is not applicable for inlet protection within the 15th St SE roadway. Use the silt sock detail on page 19 instead. [civils, pg 3]
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See Document Markup
Outstanding
09/05/2023
Call out this wall. [civils, pg 4]
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See Document Markup
Outstanding
09/05/2023
Provide information regarding the proposed wall storm drainage. [civils, pg 7]
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See Document Markup
Outstanding
09/05/2023
What material is proposed for the temporary piping? [civils, pg 3]
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See Document Markup
Resolved
09/13/2023
How will stormwater within this area be collected and conveyed to the temporary sediment pond? [civils, pg 3]
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See Document Markup
Resolved
09/05/2023
Show the permeable divider. [civils, pg 3]
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See Document Markup
Resolved
09/05/2023
Provide details for the proposed sediment ponds and risers. You may use DOE's details. [civils, pg 3]
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See Document Markup
Outstanding
09/05/2023
Show the location of the concrete washout area. [civils, pg 3]
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See Document Markup
Outstanding
09/05/2023
Show the location of the settlement markers to not be disturbed. [civils, pg 3]
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See Document Markup
Outstanding
09/05/2023
Provide sizing calculations for both the west and east temporary sediment ponds. Also include calculation for the principal spillway, emergency overflow spillway, and dewatering orifice. [drainage report, pg 26]
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See Document Markup
Outstanding
09/13/2023
Revise this sheet to match the information provided on sheet 3 of the clear, fill and grade plans per permit PRGR20230909. Be sure to include information regarding site discharge, sampling and treatment. [civils, pg 3]
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See Document Markup
Outstanding
09/13/2023
Provide required pond square footages. [civils, pg 3]
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See Document Markup
Outstanding
09/13/2023
Provide a detail for the proposed wall. Be sure to include the wall drainage. [civils, pg 4]
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See Document Markup
Outstanding
09/13/2023
Provide a type 1 catch basin centered in the trash enclosure and connect to city sewer. See city design standard 208.1 for more information. [civils, pg 7]
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See Document Markup
Outstanding
09/13/2023
The trash enclosure must be covered. Additionally, the roof downspouts must be connected to the storm system. [civils, pg 7]
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See Document Markup
Outstanding
09/13/2023
Provide a maximum 2% cross-slope for the pedestrian access route from the stalls to the building. [civils, pg 10]
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See Document Markup
Outstanding
09/13/2023
Remove sediment pond layer from this sheet. [civils, pg 7]
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See Document Markup
Resolved
09/13/2023
Include the frontage improvements in the right of way for the existing and proposed conditions map. [drainage report, pg 30]
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See Document Markup
Outstanding
09/13/2023
Pasture vegetation is reserved for rural areas where forest has been cleared and replaced with shrubs or grass lots. Revise the existing pervious conditions to be lawn vegetation. See III-2.2 Continuous Simulation Models within the DOE manual for more information. [drainge report, pg 75]
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See Document Markup
Outstanding
09/13/2023
The west side of the model does not appear to correctly represent the site conditions. CB's 19, 18, 17 and the associate pipes are missing from the model. Additionally, there is not a water quality device on the far western portion of the parking lot. [drainage report, pg 130]
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See Document Markup
Outstanding
09/26/2023
A portion of the roof is bypassing treatment. Show this in the WWHM model. [drainage report, pg 41]
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Public Works Collection Review | Failed | 10/03/2023 | 09/18/2023 |
Josh Grbich
((253) 841-5560)
Send Email
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See Document Markup
Outstanding
09/18/2023
Is this existing CB being removed? If so, remove all piping and repair or patch any downstream structures. If this CB is to remain, remove any upstream piping that is not needed and repair or patch structure. If this CB is to remain the lid should be adapted to prevent collection of landscaping materials. [civil, pg 15]
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See Document Markup
Outstanding
09/18/2023
The only known, active sanitary lateral tap for these parcels is located approximately at this point; 174 feet north of the manhole with no property line cleanout visible. It should be renewed in place to the main. Any other active sanitary services found on site shall be properly terminated. [civils, pg 15]
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See Document Markup
Outstanding
09/18/2023
See note for existing lateral location; redevelopment shall utilize existing trench where possible. [civils, pg 15]
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See Document Markup
Outstanding
09/18/2023
This existing type II CB should be replaced to meet current standard. It does not have a sump and also has a 6 inch concrete pipe from the south that will need to be removed. According to record drawings this pipe originates on site from behind the existing sidewalk. [civils, pg 9]
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Paid Fees | Amount | Paid | Owing | Date Paid |
---|---|---|---|---|
Civil Review Fee | $470.00 | $470.00 | Paid | 07/31/2023 |
Record Drawing Review Fee | $200.00 | $200.00 | Paid | 07/31/2023 |
Outstanding Fees | Amount | Paid | Owing | Date Paid |
No outstanding fees. | ||||
Totals: | $670.00 | $670.00 | $0.00 |
Permit(s) will not be issued until outstanding fees have been paid in full. Fee details shown above only include currently payable fees, there might be addtional fees to be paid before issuance.
$0.00
There are no inspections for this engineering permit application, or you are not authorized to view them.
Condition | Status | Department | Category | Expiration Date | Due Date |
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Civil Standard Conditions | Open | Engineering Division | Standard Conditions | ||
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Development Engineering standard civil construction conditions:
1. Preconstruction Inspection (Preconstruction Meeting) IS REQUIRED prior to the commencement of any work under this permit. Please contact the engineering support specialist, Robyn Buck, at rbuck@puyallupwa.gov to request a pre-construction meeting prior to starting site work.
2. Construction permitted as per approved civil plans.
3. Construction permit shall expire by limitation and be declared void if:
a. Work is not started within 180 days of obtaining the permit.
b. Work is abandoned for 180 days or more after beginning work.
c. After two years from the date of permit issuance, regardless of whether work is finished.
4. Any changes to the scope of work approved on the civil plans shall be submitted on a Plan Change Request to the Engineering Services Staff for review.
5. Any changes that require a request to vary from the design standards approved on the civil plans shall be submitted on an Alternative Methods or Construction Materials Request along with an application fee to the Engineering Services Staff for review.
6. The applicant is responsible to call the Utility Notification Center at 1-800-424-5555 before beginning any excavation. Call before you dig, it's the law. NOTE: Effective January 1, 2013, RCW 19.122 - Before conducting any construction or excavation within 100 feet of a right-of-way or utility easement containing a transmission pipeline, a person must notify the pipeline companies of the scheduled excavation through the one-number locator service 811. Notification must occur in a window of not less than 2 business days, but not more than 10 business days before beginning the excavation. If a transmission pipeline company is notified that excavation work will occur near a pipeline, a representative of the company must consult with the excavator on-site prior to excavation.
7. It is the responsibility of the applicant/property owner to obtain all necessary approvals/permits from state, federal, and other agencies that have regulatory authority.
8. Should the City become aware of conditions that invalidate the original design data used to obtain the permit or determine that the applicant is not complying with the conditions of the permit or approved plans, the City may revoke the original permit and/or order work stopped on the project. The City may require the owner to submit a new application for review and approval.
9. All work associated with the Site Development Permit must be completed and approved by the City prior to receiving final approval of building permits.
10. I hereby acknowledge that I have read and understand the contents of this permit and I hereby state that the information I have supplied is true and correct.
Indemnification / Hold Harmless
The Permittee shall defend, indemnify and hold the Public Entity, its officers, officials, employees and volunteers harmless from any and all claims, injuries, damages, losses or suits including attorney fees, arising out of or in connection with activities or operations performed by the Permittee or on the Permittee's behalf out of issuance of this Permit, except for injuries and damages caused by the sole negligence of the Public Entity.
However, should a court of competent jurisdiction determine that RCW 4.24.115 applies to this Permit, then the Permittee agrees to defend, indemnify and hold the Public Entity, its officers, officials, employees and volunteers harmless to the maximum extent permitted thereunder. It is further specifically and expressly understood that the indemnification provided herein constitutes the Permittee's waiver of immunity under Industrial Insurance, Title 51 RCW, solely for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this Agreement.
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Pre-Construction Meeting | Open | Engineering Division | Standard Conditions | ||
:
Please contact the engineering support specialist, Robyn Buck, at rbuck@puyallupwa.gov to request a pre-construction meeting prior to starting site work.
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Performance Bond | Open | Engineering Division | Prior to Issuance | ||
:
A Performance Bond must be received by the City of Puyallup prior to permit issuance. The Performance Bond shall be 150% of the estimated cost of work in the ROW per the approved cost estimate received prior to plan approval (attached in CityView Portal under Documents & Images section). See https://www.cityofpuyallup.org/DocumentCenter/View/16622/Performance-Bond-51122-appvd-by-Legal for more information.
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Certificate of Insurance/CG2012 | Open | Engineering Division | Prior to Issuance | ||
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Certificate or Insurance/CG2012 must be received prior to issuance
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Clear, Fill, and Grade Bond | Open | Engineering Division | Prior to Issuance | ||
:
A Clear, Fill and, Grade Bond must be received by the City of Puyallup prior to permit issuance. The amount of the bond shall not be less than the total estimated construction cost of the interim and permanent erosion and sediment control measures per the approved cost estimate received prior to plan approval. See https://www.cityofpuyallup.org/DocumentCenter/View/16621/CFG-Bond-101822-appvd-by-Legal for more information.
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Miscellaneous Condition | Open | Planning Division | |||
:
In response to the issuance of the SEPA DNS for Fortress (PLPSP20220155), the Department of Ecology has recommended that pollution in the environment be remediated in compliance with WAC 173-340 before or during site development and while contaminated soil and/or groundwater are more accessible. The proponent for this project has entered into Ecology’s Expedited Voluntary Cleanup Program (VCP) and provided a cleanup plan to Ecology who provided concurrence on this plan on July 24, 2023.
Ecology’s issuance of a No Further Action (NFA) determination for the Site is anticipated to follow construction of the vapor intrusion mitigation system (installed during building construction) as well as after groundwater monitoring wells have achieved cleanup levels for a minimum of four consecutive quarterly monitoring events. Groundwater monitoring activities could extend beyond completion of construction of the new warehouse. Due to the extent of remediation necessary for this cleanup, the proponent should continue to work towards an NFA and may be issued their civil permit and clear, fill, and grade permit during which they can begin construction and conduct appropriate cleanup of the site concurrently.
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Reference Number | Status | Type |
---|---|---|
PRAMR20230739 | Closed | Alternative Methods / Materials Request |
PRGR20230909 | Returned for Correction | Clear, Fill, & Grade Permit |
PRCNC20230967 | Returned for Correction | Commercial - New Construction |
PRDE20231445 | Permit(s) Issued | Demolition |
PRDE20231446 | Permit(s) Issued | Demolition |
PRDE20231447 | Permit(s) Issued | Demolition |
PLPSP20220155 | Waiting for Conditions | Preliminary Site Plan |
PLLC20230108 | Waiting for Conditions | Lot Combination |
Date Uploaded | File Type | Name |
---|---|---|
10/06/2023 | Other | 6 - Early Submittal Waiver Form (Flattened) |
10/06/2023 | Form | 1 - Civil Permit Application (Flattened) |
10/06/2023 | Plans | 2 - CIVL Plan Set-2023-07-27 (1) (Flattened) |
10/06/2023 | Report | 3 - TIR-2023-07-28 (Flattened) |
07/28/2023 | Other | 0 - Cover Letter (1) |
07/28/2023 | Other | 5 - GEOT Report-2023-06-23 |
10/06/2023 | Other | 4 - O&M-2023-07-28 (Flattened) |
07/28/2023 | Letter | Incomplete Application Notice |
07/31/2023 | Receipt | Receipt for transaction:2023-001451 |
10/06/2023 | Letter | Permit Review Correction Letter |
Should you need assistance, please contact the Permit Center at (253) 864-4165 option 1.
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