- Home
- City of Puyallup Web Portal
City of Puyallup Web Portal
Engineering Permit Application Status
PRGR20230909
In order to request inspections, you need to be signed in.
Note: You can collapse and expand individual sections by clicking the header of the section you wish to collapse/expand.
Date Returned | Name |
---|---|
11/08/2023 | 0 - Comment Response Letter0 (Flattened) |
11/08/2023 | 0 - Comment Response Letter0 (Flattened) |
11/08/2023 | 4 - 22085-R-TIR-2023-10-18-GRAD (Flattened) |
09/28/2023 | 4 - 22085-R-SWPPP-2023-08-29 - RESUB (Flattened) |
11/08/2023 | CLEAR FILL AND GRADE PLANS - RESUB (Flattened) |
Review Type | Outcome | Est. Completion Date | Completed |
---|---|---|---|
Public Works Water Review | Approved | 11/09/2023 | 11/07/2023 |
Brian Johnson
((253) 841-5442)
Send Email
|
|||
Engineering Civil Review | Failed | 11/09/2023 | 11/07/2023 |
Anthony Hulse
((253) 841-5553)
Send Email
|
|||
See Document Markup
Resolved
10/23/2023
Clear, fill and grade permits do not allow for work in the right of way. Remove note 13 from the project scope of work. This work will be covered under civil permit [CFG, pg 2]
|
|||
See Document Markup
Resolved
10/25/2023
Where is the location of the treatment system(s) for the sediment ponds. Provide additional information as to how treatment will occur. [CFG plans, pg 3]
|
|||
See Document Markup
Resolved
11/07/2023
Provide the administrative order document and include the approved treatment system prior to site discharge within this report. [drainage report, pg 82]
|
|||
See Document Markup
Resolved
10/23/2023
Is demolition callout supposed to be 16 instead of 18? [CFG plans, pg 2]
|
|||
See Document Markup
Resolved
10/23/2023
Revise all references from East/West to North/South to match the drainage report. [CFG plans, pg 5].
|
|||
See Document Markup
Resolved
10/25/2023
Include city standard 05.02.01. [CFG plans, pg 7]
|
|||
See Document Markup
Resolved
10/23/2023
For the next submission include a completed Cost Estimate found here: https://www.cityofpuyallup.org/1591/Master-Document-List#C to determine the engineering inspection fee. [CFG plans, pg 1]
|
|||
See Document Markup
Outstanding
10/25/2023
Per the administrative order, Sierra Contruction Company, inc shall obtain written approval from an Ecology Environmental Engineer for any proposed treatment system. Provide this approval letter and inherent calculation and detail for the stormwater treatment system. [civils, pg 3]
|
|||
See Document Markup
Outstanding
10/25/2023
The AO from DOE states that the treatment system must have enough capacity to hold treated dewatering water or stormwater until it has been tested if any of the Indicators of Table 1 of the AO have been exceeded. How will the project be dealing with an overflow event from these ponds if the treatment system is not adequately performing? [civils, pg 3]
|
|||
Fire Review | Approved | 11/09/2023 | 11/03/2023 |
David Drake
((253) 864-4171)
Send Email
|
|||
Planning Review | Approved | 11/09/2023 | 10/26/2023 |
Nabila Comstock
((253) 770-3361)
Send Email
|
|||
Public Works Collection Review | Approved | 11/09/2023 | 10/26/2023 |
Josh Grbich
((253) 841-5560)
Send Email
|
|||
Engineering Traffic Review | Approved | 11/09/2023 | 10/25/2023 |
Mieco Hutchens
((253) 841-5430)
Send Email
|
|||
Public Works Streets Review | Approved | 11/09/2023 | 10/23/2023 |
Scott Hill
((253) 841-5409)
Send Email
|
|||
Public Works Water Review | Approved | 09/27/2023 | 09/28/2023 |
Brian Johnson
((253) 841-5442)
Send Email
|
|||
See Document Markup
Resolved
09/28/2023
C,F,& G Plans Sheet E2: Cut water pipes behind RPBA shed before any demo.
|
|||
See Document Markup
Resolved
09/28/2023
C,F,& G Plans Sheet E2: Cut water service line behind meter setter before any demo.
|
|||
See Document Markup
Resolved
09/28/2023
C,F,& G Plans Sheet E2: To avoid confusion, remove Pioneer Street from plan set.
|
|||
See Document Markup
Resolved
09/28/2023
C,F,& G Plans Sheet E2: Demolition Callouts 15 and 16 are not shown on this plan. On note 15 Tacoma Avenue will never be part of this plan set.
|
|||
Planning Review | Approved | 09/27/2023 | 09/27/2023 |
Nabila Comstock
((253) 770-3361)
Send Email
|
|||
Public Works Streets Review | Approved | 09/27/2023 | 09/26/2023 |
Scott Hill
((253) 841-5409)
Send Email
|
|||
Engineering Civil Review | Failed | 09/27/2023 | 09/12/2023 |
Anthony Hulse
((253) 841-5553)
Send Email
|
|||
See Document Markup
Resolved
09/11/2023
Provide a legend on this sheet that provides the various line and hatch types shown on the plans. [CFG plans, pg 2]
|
|||
See Document Markup
Resolved
09/11/2023
Demoltion callouts 4,7, 10, 13,14 and 17 are missing from the plans. Provide these on the drawing. [CFG plans, pg 2]
|
|||
See Document Markup
Resolved
09/11/2023
Provide a legend distinguishing existing and proposed contours. [CFG plans, pg 3]
|
|||
See Document Markup
Resolved
09/11/2023
Show where the concrete washout station is proposed. [CFG plans, pg 3]
|
|||
See Document Markup
Resolved
09/12/2023
Provide the required sediment pond areas on this sheet per the provided calculations. [CFG plans, pg 3]
|
|||
See Document Markup
Resolved
09/12/2023
Provide 12" temporary pipe material and slope. [CFG plans, pg 3]
|
|||
See Document Markup
Resolved
09/12/2023
Will CB #1 be installed per city standard detail 02.01.07 on sheet 6? If so, reference this detail and page. [CFG plans, pg 3]
|
|||
See Document Markup
Resolved
09/11/2023
Revise the construction entrance to be 100' long as indicated by the City's standard detail. [CFG plans, pg 3]
|
|||
See Document Markup
Resolved
09/11/2023
Revise the sediment pond information to north and south basins rather than east and west to be consistent with page 272 of the technical information report. [CFG plans, pg 6]
|
|||
See Document Markup
Resolved
09/12/2023
The provided geotech report is blurry revise during the next submission. [Storm report, pg 31]
|
|||
See Document Markup
Resolved
09/11/2023
For CB #17 provide rim, IE and if this is a type I or type II catch basin [CFG plans, pg 3]
|
|||
See Document Markup
Resolved
09/11/2023
Show the permeable divider within the proposed detention ponds perdetail provided on sheet 6. [CFG plans, pg 3]
|
|||
See Document Markup
Resolved
09/11/2023
Define what this line is presenting. Is this a 60' contour elevation? [CFG plans, pg 3]
|
|||
See Document Markup
Resolved
09/11/2023
Provide city standard detail for proposed type I or type II catch basins. [CFG plans, pg 5]
|
|||
See Document Markup
Resolved
09/11/2023
Both sediment ponds discharge to catch basins rather than energy dissipating rocks. Revise this detail accordingly. [CFG plans, pg 6]
|
|||
See Document Markup
Resolved
09/11/2023
Provide a construction sequence for the project. Use design standard 501.6 as the basis. [CFG plans, pg 1]
|
|||
See Document Markup
Resolved
09/11/2023
Show where the pre-load markers are to be placed on the site and how they will be protected as the project progresses per the geotechnical report. [CFG plans, pg 3]
|
|||
See Document Markup
Resolved
09/11/2023
Provide notes on the plans that explain how the contractor should deal with contaminated soils as discussed by the environmental consultant. Be sure to discuss that contaminated soils may not be stockpiled, and rather covered by a minimum 10 mil plastic cover. [CFG plans, pg 3]
|
|||
See Document Markup
Resolved
09/11/2023
Create a note that the environmental consultant must be on-site during removal and/or remediation of contaminated soils to ensure soils are fully removed from the site. [CFG plans, pg 3]
|
|||
See Document Markup
Resolved
09/12/2023
Both of the sediment ponds will need to be revised/ plugged as to not allow any discharge from the sediment pond(s) to the city stormwater system until the runoff from the pond has been tested by the CESL or environmental consultant confirming the constituents of concern meet allowable discharge requirements. Indicate the discharge requirements per the stormwater general permit on the plans ie turbidity, high or low pH and hydrocarbons, etc. [CFG plans, pg 3]
|
|||
See Document Markup
Resolved
09/12/2023
Provide completed contaminated site information for pages 241-270 are indicated as drafts. [storm report, pg 241]
|
|||
See Document Markup
Resolved
09/12/2023
Include this contaminated site map within the SWPPP. [storm report, pg 241]
|
|||
See Document Markup
Resolved
09/11/2023
How is the project re-mediating the contaminated soils? Provide additional information from the department of ecology per VCP XS0012. [CFG plans, pg 3]
|
|||
See Document Markup
Resolved
09/12/2023
Include in the CSWPPP that the CESL or Environmental consultant must test stormwater runoff from within the proposed sediment ponds to ensure there are no contaminants before discharging stormwater downstream. [storm report, pg 82]
|
|||
See Document Markup
Resolved
09/11/2023
Revise the rock crossing detail callout, this is found on sheet E6. [CFG plans, pg 3]
|
|||
See Document Markup
Resolved
09/11/2023
Create a notes stating that no offsite discharge of contaminated storm or groundwater shall occur. [CFG plans, pg 3]
|
|||
See Document Markup
Resolved
09/11/2023
Show the sampling locations and equipment decontamination area on the plans. [CFG plans pg 3]
|
|||
See Document Markup
Resolved
09/12/2023
Size the interceptor swale with respect to the 2019 Ecology manual. Ie using a single event hydrograph method or continuous simulation modeling for a 10 year storm event. Provide this calculation within the stormwater report. [CFG plans, pg 6]
|
|||
See Document Markup
Carried Forward
10/19/2023
Clear, fill and grade permits do not allow for work in the right of way. Remove note 13 from the project scope of work. This work will be covered under civil permit [CFG, pg 2]
|
|||
See Document Markup
Carried Forward
10/19/2023
Where is the location of the treatment system(s) for the sediment ponds. Provide additional information as to how treatment will occur. [CFG plans, pg 3]
|
|||
See Document Markup
Resolved
09/12/2023
Provide the construction general permit and administrative order or include the approved treatment system prior to site discharge within this report. [CSWPP, pg 6]
|
|||
See Document Markup
Carried Forward
10/19/2023
Provide the administrative order document and include the approved treatment system prior to site discharge within this report. [drainage report, pg 82]
|
|||
See Document Markup
Carried Forward
10/19/2023
Is demolition callout supposed to be 16 instead of 18? [CFG plans, pg 2]
|
|||
See Document Markup
Carried Forward
10/19/2023
Revise all references from East/West to North/South to match the drainage report. [CFG plans, pg 5].
|
|||
See Document Markup
Carried Forward
10/19/2023
Include city standard 05.02.01. [CFG plans, pg 7]
|
|||
See Document Markup
Carried Forward
10/19/2023
For the next submission include a completed Cost Estimate found here: https://www.cityofpuyallup.org/1591/Master-Document-List#C to determine the engineering inspection fee. [CFG plans, pg 1]
|
|||
Public Works Collection Review | Approved | 09/27/2023 | 09/11/2023 |
Josh Grbich
((253) 841-5560)
Send Email
|
|||
See Document Markup
Resolved
09/11/2023
Neither the sanitary lateral or demolition callout 8 are shown on this plan. [CFG Plans Sheet E2]
|
|||
Fire Review | Approved | 09/27/2023 | 09/11/2023 |
David Drake
((253) 864-4171)
Send Email
|
|||
Engineering Traffic Review | Approved | 09/27/2023 | 09/06/2023 |
Mieco Hutchens
((253) 841-5430)
Send Email
|
|||
Planning Review | Approved | 08/04/2023 | 08/04/2023 |
Nabila Comstock
((253) 770-3361)
Send Email
|
|||
Fire Review | Approved | 08/04/2023 | 08/02/2023 |
David Drake
((253) 864-4171)
Send Email
|
|||
Engineering Traffic Review | Approved | 08/04/2023 | 08/02/2023 |
Mieco Hutchens
((253) 841-5430)
Send Email
|
|||
Public Works Streets Review | VOID | 08/04/2023 | 08/01/2023 |
Scott Hill
((253) 841-5409)
Send Email
|
|||
Engineering Civil Review | Failed | 08/04/2023 | 07/19/2023 |
Anthony Hulse
((253) 841-5553)
Send Email
|
|||
See Document Markup
Carried Forward
09/06/2023
Provide a legend on this sheet that provides the various line and hatch types shown on the plans. [CFG plans, pg 2]
|
|||
See Document Markup
Carried Forward
09/06/2023
Demoltion callouts 4,7, 10, 13,14 and 17 are missing from the plans. Provide these on the drawing. [CFG plans, pg 2]
|
|||
See Document Markup
Carried Forward
09/06/2023
Provide a legend distinguishing existing and proposed contours. [CFG plans, pg 3]
|
|||
See Document Markup
Carried Forward
09/06/2023
Show where the concrete washout station is proposed. [CFG plans, pg 3]
|
|||
See Document Markup
Carried Forward
09/06/2023
Provide the required sediment pond areas on this sheet per the provided calculations. [CFG plans, pg 3]
|
|||
See Document Markup
Carried Forward
09/06/2023
Provide 12" temporary pipe material and slope. [CFG plans, pg 3]
|
|||
See Document Markup
Carried Forward
09/06/2023
Will CB #1 be installed per city standard detail 02.01.07 on sheet 6? If so, reference this detail and page. [CFG plans, pg 3]
|
|||
See Document Markup
Carried Forward
09/06/2023
Revise the construction entrance to be 100' long as indicated by the City's standard detail. [CFG plans, pg 3]
|
|||
See Document Markup
Carried Forward
09/06/2023
Revise the sediment pond information to north and south basins rather than east and west to be consistent with page 272 of the technical information report. [CFG plans, pg 6]
|
|||
See Document Markup
Carried Forward
09/06/2023
The provided geotech report is blurry revise during the next submission. [Storm report, pg 31]
|
|||
See Document Markup
Carried Forward
09/06/2023
For CB #17 provide rim, IE and if this is a type I or type II catch basin [CFG plans, pg 3]
|
|||
See Document Markup
Carried Forward
09/06/2023
Show the permeable divider within the proposed detention ponds perdetail provided on sheet 6. [CFG plans, pg 3]
|
|||
See Document Markup
Carried Forward
09/06/2023
Define what this line is presenting. Is this a 60' contour elevation? [CFG plans, pg 3]
|
|||
See Document Markup
Carried Forward
09/06/2023
Provide city standard detail for proposed type I or type II catch basins. [CFG plans, pg 5]
|
|||
See Document Markup
Carried Forward
09/06/2023
Both sediment ponds discharge to catch basins rather than energy dissipating rocks. Revise this detail accordingly. [CFG plans, pg 6]
|
|||
See Document Markup
Carried Forward
09/06/2023
Provide a construction sequence for the project. Use design standard 501.6 as the basis. [CFG plans, pg 1]
|
|||
See Document Markup
Carried Forward
09/06/2023
Show where the pre-load markers are to be placed on the site and how they will be protected as the project progresses per the geotechnical report. [CFG plans, pg 3]
|
|||
See Document Markup
Carried Forward
09/06/2023
Provide notes on the plans that explain how the contractor should deal with contaminated soils as discussed by the environmental consultant. Be sure to discuss that contaminated soils may not be stockpiled, and rather covered by a minimum 10 mil plastic cover. [CFG plans, pg 3]
|
|||
See Document Markup
Carried Forward
09/06/2023
Create a note that the environmental consultant must be on-site during removal and/or remediation of contaminated soils to ensure soils are fully removed from the site. [CFG plans, pg 3]
|
|||
See Document Markup
Carried Forward
09/06/2023
Both of the sediment ponds will need to be revised/ plugged as to not allow any discharge from the sediment pond(s) to the city stormwater system until the runoff from the pond has been tested by the CESL or environmental consultant confirming the constituents of concern meet allowable discharge requirements. Indicate the discharge requirements per the stormwater general permit on the plans ie turbidity, high or low pH and hydrocarbons, etc. [CFG plans, pg 3]
|
|||
See Document Markup
Carried Forward
09/06/2023
Provide completed contaminated site information for pages 241-270 are indicated as drafts. [storm report, pg 241]
|
|||
See Document Markup
Carried Forward
09/06/2023
Include this contaminated site map within the SWPPP. [storm report, pg 241]
|
|||
See Document Markup
Carried Forward
09/06/2023
How is the project re-mediating the contaminated soils? Provide additional information from the department of ecology per VCP XS0012. [CFG plans, pg 3]
|
|||
See Document Markup
Carried Forward
09/06/2023
Include in the CSWPPP that the CESL or Environmental consultant must test stormwater runoff from within the proposed sediment ponds to ensure there are no contaminants before discharging stormwater downstream. [storm report, pg 82]
|
|||
See Document Markup
Carried Forward
09/06/2023
Revise the rock crossing detail callout, this is found on sheet E6. [CFG plans, pg 3]
|
|||
See Document Markup
Carried Forward
09/06/2023
Create a notes stating that no offsite discharge of contaminated storm or groundwater shall occur. [CFG plans, pg 3]
|
|||
See Document Markup
Carried Forward
09/06/2023
Show the sampling locations and equipment decontamination area on the plans. [CFG plans pg 3]
|
|||
See Document Markup
Carried Forward
09/06/2023
Size the interceptor swale with respect to the 2019 Ecology manual. Ie using a single event hydrograph method or continuous simulation modeling for a 10 year storm event. Provide this calculation within the stormwater report. [CFG plans, pg 6]
|
|||
Public Works Collection Review | Failed | 08/04/2023 | 07/10/2023 |
Josh Grbich
((253) 841-5560)
Send Email
|
|||
See Document Markup
Carried Forward
09/06/2023
Neither the sanitary lateral or demolition callout 8 are shown on this plan. [CFG Plans Sheet E2]
|
|||
Public Works Water Review | Failed | 08/04/2023 | 07/10/2023 |
Brian Johnson
((253) 841-5442)
Send Email
|
|||
See Document Markup
Carried Forward
09/06/2023
C,F,& G Plans Sheet E2: Cut water pipes behind RPBA shed before any demo.
|
|||
See Document Markup
Carried Forward
09/06/2023
C,F,& G Plans Sheet E2: Cut water service line behind meter setter before any demo.
|
|||
See Document Markup
Carried Forward
09/06/2023
C,F,& G Plans Sheet E2: To avoid confusion, remove Pioneer Street from plan set.
|
|||
See Document Markup
Carried Forward
09/06/2023
C,F,& G Plans Sheet E2: Demolition Callouts 15 and 16 are not shown on this plan. On note 15 Tacoma Avenue will never be part of this plan set.
|
|||
Paid Fees | Amount | Paid | Owing | Date Paid |
---|---|---|---|---|
Clear Fill and Grading Review Fee | $1,000.00 | $1,000.00 | Paid | 06/21/2023 |
Record Drawing Review Fee | $200.00 | $200.00 | Paid | 06/21/2023 |
Outstanding Fees | Amount | Paid | Owing | Date Paid |
No outstanding fees. | ||||
Totals: | $1,200.00 | $1,200.00 | $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 |
---|---|---|---|---|---|
Civil Standard Conditions | Open | Engineering Division | Standard Conditions | ||
:
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.
|
|||||
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.
|
|||||
Performance Bond | Resolved | Engineering Division | Prior to Issuance | ||
:
NOT REQUIRED, NO WORK TO BE PERFORMED WITHIN THE ROW. [Anthony Hulse @ 11/16/2023 1:39 PM]
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.
|
|||||
Certificate of Insurance/CG2012 | Open | Engineering Division | Prior to Issuance | ||
:
Certificate or Insurance/CG2012 must be received prior to issuance
|
|||||
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.
|
|||||
Miscellaneous Condition | Open | Traffic Division | Standard Conditions | ||
:
Northern driveway with shared access easement shall not be used for egress to 15th ST SE during clear, fill, grade operations.
|
|||||
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.
|
Reference Number | Status | Type |
---|---|---|
PRAMR20230739 | Closed | Alternative Methods / Materials Request |
PRCNC20230967 | Returned for Correction | Commercial - New Construction |
PRCCP20231096 | Returned for Correction | Civil Construction Permit |
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 |
Should you need assistance, please contact the Permit Center at (253) 864-4165 option 1.
Powered by CityView
