| Review Type |
Outcome |
Est. Completion Date |
Completed |
|
Engineering Civil Review
|
Approved
|
10/26/2023
|
10/10/2023
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See Document Markup
See Civil application PRCCP20230970 for review comments associated with the stormwater report. Incorporate those comments into the CFG design as appropriate.
[Storm Report; Pg 1 of 164]
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See Document Markup
Callout to protect existing storm conveyance system.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Add: "Regulated Floodplain per".
[CSWPPP; Pg 14 of 70]
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See Document Markup
Per prior comment, provide sizing calculations for the proposed interceptor swale(s). (Reference CFG Plans, Detail 5/C7).
[CSWPPP; Pg 15 of 70]
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See Document Markup
Replace w City Std Detail 02.03.02.
[CSWPPP; Pg 62 of 70]
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See Document Markup
Replace w City Std Detail 05.02.01.
[CSWPPP; Pg 64 of 70]
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See Document Markup
Verify-TESC Plan label?
[Plans C-2; Pg 2 of 28]
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See Document Markup
Provide geotextile impermeable liner properties per Ecology Table V-1.6. Also indicate the line shall be ultraviolet (UV) light resistant.
[Plans C-16; Pg 16 of 28]
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See Document Markup
Provide geotextile impermeable liner properties per Ecology Table V-1.6. Also indicate the line shall be ultraviolet (UV) light resistant.
[Plans C-22; Pg 22 of 28]
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See Document Markup
Provide geotextile impermeable liner properties per Ecology Table V-1.6. Also indicate the line shall be ultraviolet (UV) light resistant.
[Plans C-28; Pg 28 of 28]
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See Document Markup
Remove Sewer Info from CFG application. (Typ)
[Plans C-1; Pg 1 of 28]
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See Document Markup
Add Note: Maintain min. 5ft setback between toe of fill slope and critical area buffer.
[Plans C-2; Pg 2 of 28]
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See Document Markup
Remove Proposed Sewer Info from CFG application.
[Plans C-3; Pg 3 of 28]
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See Document Markup
Verify- Shts C17-C22?
[Plans C-3; Pg 3 of 28]
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See Document Markup
Verify- Grading shown beyond the silt fence. (5 Plcs)
[Plans C-3; Pg 3 of 28]
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See Document Markup
Verify.
[Plans C-3; Pg 3 of 28]
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See Document Markup
Per prior comment, provide x-section across property line. Clarify how surface water is not ponding (offsite flows being dammed) along the property line as a result of the filling operations. (Typical) (May need to provide a storm conveyance system to collect ponded water)
[Plans C-3; Pg 3 of 28]
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See Document Markup
Remove Proposed Sewer Info from CFG application.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Remove Proposed Sewer Info from CFG application.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Remove Proposed Sewer Info from CFG application.
[Plans C-5; Pg 5 of 28]
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See Document Markup
Remove Proposed Sewer Info from CFG application.
[Plans C-6; Pg 6 of 28]
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See Document Markup
Per prior comment-Add City Standard General Notes per CS Section 2.4.
[Plans C-7; Pg 7 of 28]
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See Document Markup
Add Note: Maintain min. 5ft setback between toe of fill slope and critical area buffer.
[Plans C-9; Pg 9 of 28]
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See Document Markup
Add Note: Maintain min. 5ft setback between toe of fill slope and critical area buffer.
[Plans C-9; Pg 9 of 28]
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See Document Markup
Per prior comment-Provide H/V scale per City Stds. The consistency between the horizontal scale and the vertical scale shall be on a ratio of 10 to 1 (i.e., 1" = 20' horizontal; 1" = 2' vertical).
[Plans C-9; Pg 9 of 28]
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See Document Markup
Per prior comment-Provide H/V scale per City Stds. The consistency between the horizontal scale and the vertical scale shall be on a ratio of 10 to 1 (i.e., 1" = 20' horizontal; 1" = 2' vertical).
[Plans C-10; Pg 10 of 28]
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See Document Markup
Per prior comment-Revise to "minimum 30mil ultraviolet (UV) light resistant impermeable geomembrane liner".
[Plans C-12; Pg 12 of 28]
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See Document Markup
Per prior comment-Provide buoyancy calculations prior to CFG approval and include in the project storm report. Per Krazan Report, high groundwater at MW1 and MW2 is El. 69.84 and 70.63, respectively.
[Plans C-12; Pg 12 of 28]
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See Document Markup
Per prior comment-Provide geotextile impermeable liner properties per Ecology Table V-1.6. Also indicate the line shall be ultraviolet (UV) light resistant.
[Plans C-16; Pg 16 of 28]
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See Document Markup
Per tel-con 9-26-23, revise WWHM calculations in the CSWWP, Appendix C, or tank sizing as appropriate.
[Plans C-19; Pg 19 of 28]
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See Document Markup
Per prior comment-Provide geotextile impermeable liner properties per Ecology Table V-1.6. Also indicate the line shall be ultraviolet (UV) light resistant.
[Plans C-22; Pg 22 of 28]
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See Document Markup
Per prior comment-Revise to "minimum 30mil ultraviolet (UV) light resistant impermeable geomembrane liner".
[Plans C-24; Pg 24 of 28]
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See Document Markup
Per prior comment-Provide buoyancy calculations prior to CFG approval and include in the project storm report. Per Krazan Report, high groundwater at MW1 and MW2 is El. 69.84 and 70.63, respectively.
[Plans C-24; Pg 24 of 28]
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See Document Markup
Per tel-con 9-26-23, revise WWHM calculations in the CSWWP, Appendix C, or tank sizing as appropriate.
[Plans C-24; Pg 24 of 28]
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See Document Markup
Per tel-con 9-26-23, revise WWHM calculations in the CSWWP, Appendix C, or tank sizing as appropriate.
[Plans C-25; Pg 25 of 28]
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See Document Markup
Provide geotextile impermeable liner properties per Ecology Table V-1.6. Also indicate the line shall be ultraviolet (UV) light resistant.
[Plans C-28; Pg 28 of 28]
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See Document Markup
Per prior comment-Provide geotextile impermeable liner properties per Ecology Table V-1.6. Also indicate the line shall be ultraviolet (UV) light resistant.
[Plans C-28; Pg 28 of 28]
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See Document Markup
Add back: "and Dust Control".
[CSWPPP; Pg 6 of 210]
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See Document Markup
BMPs C151, C153, C154?
[CSWPPP; Pg 7 of 210]
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See Document Markup
Per tel-con 9-26-23, revise WWHM calculations or tank sizing as appropriate.
[CSWPPP; Pg 24 of 210]
|
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See Document Markup
Per prior comment-Revise to "minimum 30mil ultraviolet (UV) light resistant impermeable geomembrane liner".
[Plans C-18; Pg 18 of 28]
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See Document Markup
Per prior comment-Provide buoyancy calculations prior to CFG approval and include in the project storm report. Per Krazan Report, high groundwater at MW1 and MW2 is El. 69.84 and 70.63, respectively.
[Plans C-18; Pg 18 of 28]
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See Document Markup
Per tel-con 9-26-23, revise WWHM calculations in the CSWWP, Appendix C, or tank sizing as appropriate.
[Plans C-18; Pg 18 of 28]
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See Document Markup
Make Corrections Noted.
[Cost Estimate]
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|
Public Works Water Review
|
VOID
|
10/26/2023
|
10/06/2023
|
|
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Public Works Streets Review
|
VOID
|
10/26/2023
|
10/06/2023
|
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|
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Public Works Collection Review
|
VOID
|
10/26/2023
|
10/06/2023
|
|
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|
Planning Review
|
VOID
|
10/26/2023
|
10/06/2023
|
|
|
|
|
|
|
|
Engineering Traffic Review
|
VOID
|
10/26/2023
|
10/06/2023
|
|
|
|
|
|
|
|
Fire Review
|
Approved
|
10/26/2023
|
10/06/2023
|
|
|
|
|
|
|
|
Engineering Civil Review
|
Failed
|
09/26/2023
|
09/27/2023
|
|
|
|
|
|
See Document Markup
See Civil application PRCCP20230970 for review comments associated with the stormwater report. Incorporate those comments into the CFG design as appropriate.
[Storm Report; Pg 1 of 164]
|
|
|
See Document Markup
Callout to protect existing storm conveyance system.
[Plans C-2; Pg 2 of 25]
|
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See Document Markup
Page references are still incorrect.
[CSWPPP; Pg 3 of 70]
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See Document Markup
Verify-as noted previously, the area enclosed by silt fence is 10+ acres and the draft storm report indicates roughly 460,000sf of disturbance.
[CSWPPP; Pg 4 of 70]
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See Document Markup
Verify-C140 is dust control. BMPs 200, 233, C241, and Baker Tank(s)?
[CSWPPP; Pg 5 of 70]
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See Document Markup
BMP C140?
[CSWPPP; Pg 5 of 70]
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See Document Markup
Add: "Construct sediment control BMPs as one of the first steps of grading. These BMPs shall be functional before other land disturbing activities take place".
[CSWPPP; Pg 5 of 70]
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See Document Markup
Add: "the existing".
[CSWPPP; Pg 5 of 70]
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See Document Markup
BMP C220?
[CSWPPP; Pg 6 of 70]
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See Document Markup
BMP C209?
[CSWPPP; Pg 6 of 70]
|
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See Document Markup
BMPs C151, C153, C154?
[CSWPPP; Pg 6 of 70]
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See Document Markup
Please add the control descriptions noted on Pg 11 of 70.
[CSWPPP; Pg 6 of 70]
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See Document Markup
Please add: "-Handle highly turbid or contaminated dewatering water separately from stormwater. -Discharge foundation, vault, and trench dewatering water which has characteristics similar to stormwater into a controlled conveyance system before discharge to a sediment trap or sediment pond. Clean dewatering water will not be routed through stormwater sediment ponds."
[CSWPPP; Pg 6 of 70]
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See Document Markup
Please add: "All temporary and permanent Erosion and Sediment Control (ESC) BMPs shall be maintained and repaired as needed to ensure continued performance of their intended function. Visual monitoring of all BMPs installed at the site will be conducted at least once every calendar week and within 24 hours of any stormwater or non-stormwater discharge from the site. If the site becomes inactive and is temporarily stabilized, the inspection frequency may be reduced to once every calendar month."
[CSWPPP; Pg 6 of 70]
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See Document Markup
BMPs C150, C160?
[CSWPPP; Pg 6 of 70]
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See Document Markup
Please add the following control descriptions to Element 9 on Pg 6 of 70.
[CSWPPP; Pg 11 of 70]
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See Document Markup
Add: "Regulated Floodplain per".
[CSWPPP; Pg 14 of 70]
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See Document Markup
Per prior comment, provide sizing calculations for the proposed interceptor swale(s). (Reference CFG Plans, Detail 5/C7).
[CSWPPP; Pg 15 of 70]
|
|
|
See Document Markup
Replace w City Std Detail 02.03.02.
[CSWPPP; Pg 62 of 70]
|
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See Document Markup
Replace w City Std Detail 05.02.01.
[CSWPPP; Pg 64 of 70]
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See Document Markup
Verify-per previous comment. This recording number does not exist on the Auditor's website.
[Plans C-1; Pg 1 of 28]
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See Document Markup
Add: "Caution: Existing12in storm main".
[Plans C-1; Pg 1 of 28]
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See Document Markup
Callout to protect existing infrastructure (sewer and signal).
[Plans C-1; Pg 1 of 28]
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See Document Markup
Provide DRAFT Cost Estimate on City form for all work associated with the CFG permit only (form available on the City's Development Engineering website).
[Plans C-1; Pg 1 of 28]
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See Document Markup
Verify-TESC Plan label?
[Plans C-2; Pg 2 of 28]
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See Document Markup
Verify-should the cross-section arrows be pointing north? See Section 5/C10.
[Plans C-2; Pg 2 of 28]
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See Document Markup
Per prior comment-Identify the critical area buffer setback(s). Callout construction fencing along the setback line.
[Plans C-2; Pg 2 of 28]
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See Document Markup
Per prior comment-Provide minimum 5-ft setback between toe of fill slope and any critical area buffer (CS 502.6).
[Plans C-2; Pg 2 of 28]
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See Document Markup
Verify-Detail reference.
[Plans C-2; Pg 2 of 28]
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See Document Markup
Add: "Regulated Floodplain per".
[Plans C-2; Pg 2 of 28]
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See Document Markup
Fill placement within the regulated floodplain requires equivalent compensatory storage. Either protect the floodplain area from filling activity; or quantify the amount of compensatory storage required (provide calculations), and indicate the location of the compensatory storage area. Compensatory storage shall be at equivalent elevation(s) per FEMA/City regulations and the area protected in perpetuity.
[Plans C-2; Pg 2 of 28]
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See Document Markup
Identify Parcel No.
[Plans C-2; Pg 2 of 28]
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See Document Markup
Callout existing storm facility.
[Plans C-2; Pg 2 of 28]
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See Document Markup
Verify leader location.
[Plans C-2; Pg 2 of 28]
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See Document Markup
Provide x-section across property line. Clarify how surface water is not ponding along the property line as a result of the filling operations. (Typical) (May need to provide a storm conveyance system to collect ponded water)
[Plans C-3; Pg 3 of 28]
|
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See Document Markup
Remove grading contour from adjacent property.
[Plans C-3; Pg 3 of 28]
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See Document Markup
Remove grading contour from adjacent property.
[Plans C-3; Pg 3 of 28]
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See Document Markup
Add: "Typical".
[Plans C-3; Pg 3 of 28]
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See Document Markup
Clearly show and callout the property lines (Typ).
[Plans C-3; Pg 3 of 25]
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See Document Markup
Readability.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Verify- Shts C17-C22.
[Plans C-3; Pg 3 of 28]
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See Document Markup
Show existing sewer main and structures. Callout to protect.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Per prior comment-Identify the critical area buffer setback(s). Callout construction fencing along the setback line.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Verify leader location.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Verify-4/C7?
[Plans C-4; Pg 4 of 28]
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See Document Markup
Verify leader location.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Callout depth of trench and/or top of grade board.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Clarify-using both a dispersion pad and dispersion trench? For the pad, callout size of quarry spalls, depth of spalls/pad, and pad dimensions.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Fill placement within the regulated floodplain requires equivalent compensatory storage. Either protect the floodplain area from filling activity; or quantify the amount of compensatory storage required (provide calculations), and indicate the location of the compensatory storage area. Compensatory storage shall be at equivalent elevation(s) per FEMA/City regulations and the area protected in perpetuity.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Per prior comment-Provide minimum 5-ft setback between toe of fill slope and any critical area buffer (CS 502.6).
[Plans C-4; Pg 4 of 28]
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|
See Document Markup
Verify-pad location.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Callout to protect existing watermain.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Callout to protect existing storm system.
[Plans C-5; Pg 5 of 28]
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See Document Markup
Callout construction entrance.
[Plans C-5; Pg 5 of 28]
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See Document Markup
Verify- Shts C23-C28.
[Plans C-5; Pg 5 of 28]
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See Document Markup
Per prior comment-Identify the critical area buffer setback(s). Callout construction fencing along the setback line.
[Plans C-5; Pg 5 of 28]
|
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|
See Document Markup
Per prior comment-Provide minimum 5-ft setback between toe of fill slope and any critical area buffer (CS 502.6).
[Plans C-5; Pg 5 of 28]
|
|
|
See Document Markup
Callout to protect existing storm outfall.
[Plans C-5; Pg 5 of 28]
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See Document Markup
Clarify.
[Plans C-5; Pg 5 of 28]
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See Document Markup
Verify leader location.
[Plans C-6; Pg 6 of 28]
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See Document Markup
Verify- Shts C23-C28.
[Plans C-6; Pg 6 of 28]
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See Document Markup
Callout to protect existing storm system.
[Plans C-6; Pg 6 of 28]
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See Document Markup
Per prior comment, provide sizing calculations for the proposed interceptor swale(s).
[Plans; Sht 7 of 28]
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See Document Markup
Please use Ecology's dispersion trench detail, Figure V-1.8.
[Plans; Sht 7 of 28]
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See Document Markup
Per prior comment-Add City Standard General Notes per CS Section 2.4.
[Plans C-7; Pg 7 of 28]
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See Document Markup
Provide offset amount.
[Plans C-9; Pg 9 of 28]
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See Document Markup
Show and callout existing roadside stream/ditch.
[Plans C-9; Pg 9 of 28]
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See Document Markup
Provide H/V scale per City Stds. The consistency between the horizontal scale and the vertical scale shall be on a ratio of 10 to 1 (i.e., 1" = 20' horizontal; 1" = 2' vertical).
[Plans C-9; Pg 9 of 28]
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See Document Markup
Provide 'Existing Grade' and 'Proposed Grade' elevations at 50ft intervals.
[Plans C-9; Pg 9 of 28]
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See Document Markup
Provide offset amount.
[Plans C-9; Pg 9 of 28]
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See Document Markup
Provide H/V scale per City Stds. The consistency between the horizontal scale and the vertical scale shall be on a ratio of 10 to 1 (i.e., 1" = 20' horizontal; 1" = 2' vertical).
[Plans C-10; Pg 10 of 28]
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See Document Markup
Provide 'Existing Grade' and 'Proposed Grade' elevations at 50ft intervals.
[Plans C-10; Pg 10 of 28]
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See Document Markup
Provide offset amount.
[Plans C-10; Pg 10 of 28]
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See Document Markup
Confirm-this appears to be the existing storm pond...is the x-section cut on Sht C2 baclwards?
[Plans C-10; Pg 10 of 28]
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See Document Markup
Provide offset amount.
[Plans C-10; Pg 10 of 28]
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See Document Markup
Provide offset amount.
[Plans C-10; Pg 10 of 28]
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See Document Markup
Confirm module layout based on the subasin analysis (stage-storage requirements) per Storm Report comments, Pg 117 of 164.
[Plans C-11; Pg 11 of 28]
|
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|
See Document Markup
Revise to "minimum 30mil ultraviolet (UV) light resistant impermeable geomembrane liner".
[Plans C-12; Pg 12 of 28]
|
|
|
See Document Markup
Per civil review comment: Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-12; Pg 12 of 28]
|
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|
See Document Markup
Per civil review comment: Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-12; Pg 12 of 28]
|
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|
See Document Markup
Provide buoyancy calculations prior to CFG approval and include in the project storm report.
[Plans C-12; Pg 12 of 28]
|
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|
See Document Markup
Per civil review comment: Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-13; Pg 13 of 28]
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See Document Markup
Per civil review comment: Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-13; Pg 13 of 28]
|
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|
See Document Markup
Per civil review comment: Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-13; Pg 13 of 28]
|
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|
See Document Markup
Provide geotextile impermeable liner properties per Ecology Table V-1.6. Also indicate the line shall be ultraviolet (UV) light resistant.
[Plans C-16; Pg 16 of 28]
|
|
|
See Document Markup
Confirm module layout based on the subasin analysis (stage-storage requirements) per Storm Report comments, Pg 117 of 164.
[Plans C-17; Pg 17 of 28]
|
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|
See Document Markup
Revise to "minimum 30mil ultraviolet (UV) light resistant impermeable geomembrane liner".
[Plans C-18; Pg 18 of 28]
|
|
|
See Document Markup
Per civil review comment: Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-18; Pg 18 of 28]
|
|
|
See Document Markup
Per civil review comment: Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-18; Pg 18 of 28]
|
|
|
See Document Markup
Provide buoyancy calculations prior to CFG approval and include in the project storm report.
[Plans C-18; Pg 18 of 28]
|
|
|
See Document Markup
Per civil review comment: Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-19; Pg 19 of 28]
|
|
|
See Document Markup
Per civil review comment: Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-19; Pg 19 of 28]
|
|
|
See Document Markup
Per civil review comment: Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-19; Pg 19 of 28]
|
|
|
See Document Markup
Provide geotextile impermeable liner properties per Ecology Table V-1.6. Also indicate the line shall be ultraviolet (UV) light resistant.
[Plans C-22; Pg 22 of 28]
|
|
|
See Document Markup
Confirm module layout based on the subasin analysis (stage-storage requirements) per Storm Report comments, Pg 117 of 164.
[Plans C-23; Pg 23 of 28]
|
|
|
See Document Markup
Revise to "minimum 30mil ultraviolet (UV) light resistant impermeable geomembrane liner".
[Plans C-24; Pg 24 of 28]
|
|
|
See Document Markup
Per civil review comment: Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-24; Pg 24 of 28]
|
|
|
See Document Markup
Per civil review comment: Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-24; Pg 24 of 28]
|
|
|
See Document Markup
Provide buoyancy calculations prior to CFG approval and include in the project storm report.
[Plans C-24; Pg 24 of 28]
|
|
|
See Document Markup
Per civil review comment: Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-25; Pg 25 of 28]
|
|
|
See Document Markup
Per civil review comment: Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-25; Pg 25 of 28]
|
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See Document Markup
Per civil review comment: Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-25; Pg 25 of 28]
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See Document Markup
Provide geotextile impermeable liner properties per Ecology Table V-1.6. Also indicate the line shall be ultraviolet (UV) light resistant.
[Plans C-28; Pg 28 of 28]
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See Document Markup
Remove Sewer Info from CFG application. (Typ)
[Plans C-1; Pg 1 of 28]
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See Document Markup
Verify-TESC Plan label?
[Plans C-2; Pg 2 of 28]
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See Document Markup
Add Note: Maintain min. 5ft setback between toe of fill slope and critical area buffer.
[Plans C-2; Pg 2 of 28]
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See Document Markup
Remove Proposed Sewer Info from CFG application.
[Plans C-3; Pg 3 of 28]
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See Document Markup
Verify- Shts C17-C22?
[Plans C-3; Pg 3 of 28]
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See Document Markup
Verify- Grading shown beyond the silt fence. (5 Plcs)
[Plans C-3; Pg 3 of 28]
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See Document Markup
Verify.
[Plans C-3; Pg 3 of 28]
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See Document Markup
Per prior comment, provide x-section across property line. Clarify how surface water is not ponding (offsite flows being dammed) along the property line as a result of the filling operations. (Typical) (May need to provide a storm conveyance system to collect ponded water)
[Plans C-3; Pg 3 of 28]
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See Document Markup
Remove Proposed Sewer Info from CFG application.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Remove Proposed Sewer Info from CFG application.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Remove Proposed Sewer Info from CFG application.
[Plans C-5; Pg 5 of 28]
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See Document Markup
Remove Proposed Sewer Info from CFG application.
[Plans C-6; Pg 6 of 28]
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See Document Markup
Per prior comment-Add City Standard General Notes per CS Section 2.4.
[Plans C-7; Pg 7 of 28]
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See Document Markup
Add Note: Maintain min. 5ft setback between toe of fill slope and critical area buffer.
[Plans C-9; Pg 9 of 28]
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See Document Markup
Add Note: Maintain min. 5ft setback between toe of fill slope and critical area buffer.
[Plans C-9; Pg 9 of 28]
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See Document Markup
Per prior comment-Provide H/V scale per City Stds. The consistency between the horizontal scale and the vertical scale shall be on a ratio of 10 to 1 (i.e., 1" = 20' horizontal; 1" = 2' vertical).
[Plans C-9; Pg 9 of 28]
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See Document Markup
Per prior comment-Provide H/V scale per City Stds. The consistency between the horizontal scale and the vertical scale shall be on a ratio of 10 to 1 (i.e., 1" = 20' horizontal; 1" = 2' vertical).
[Plans C-10; Pg 10 of 28]
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See Document Markup
Per prior comment-Revise to "minimum 30mil ultraviolet (UV) light resistant impermeable geomembrane liner".
[Plans C-12; Pg 12 of 28]
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See Document Markup
Per prior comment-Provide buoyancy calculations prior to CFG approval and include in the project storm report. Per Krazan Report, high groundwater at MW1 and MW2 is El. 69.84 and 70.63, respectively.
[Plans C-12; Pg 12 of 28]
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See Document Markup
Provide geotextile impermeable liner properties per Ecology Table V-1.6. Also indicate the line shall be ultraviolet (UV) light resistant.
[Plans C-16; Pg 16 of 28]
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See Document Markup
Per prior comment-Provide geotextile impermeable liner properties per Ecology Table V-1.6. Also indicate the line shall be ultraviolet (UV) light resistant.
[Plans C-16; Pg 16 of 28]
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See Document Markup
Per tel-con 9-26-23, revise WWHM calculations in the CSWWP, Appendix C, or tank sizing as appropriate.
[Plans C-19; Pg 19 of 28]
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See Document Markup
Provide geotextile impermeable liner properties per Ecology Table V-1.6. Also indicate the line shall be ultraviolet (UV) light resistant.
[Plans C-22; Pg 22 of 28]
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See Document Markup
Per prior comment-Provide geotextile impermeable liner properties per Ecology Table V-1.6. Also indicate the line shall be ultraviolet (UV) light resistant.
[Plans C-22; Pg 22 of 28]
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See Document Markup
Per prior comment-Revise to "minimum 30mil ultraviolet (UV) light resistant impermeable geomembrane liner".
[Plans C-24; Pg 24 of 28]
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See Document Markup
Per prior comment-Provide buoyancy calculations prior to CFG approval and include in the project storm report. Per Krazan Report, high groundwater at MW1 and MW2 is El. 69.84 and 70.63, respectively.
[Plans C-24; Pg 24 of 28]
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See Document Markup
Per tel-con 9-26-23, revise WWHM calculations in the CSWWP, Appendix C, or tank sizing as appropriate.
[Plans C-24; Pg 24 of 28]
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See Document Markup
Per tel-con 9-26-23, revise WWHM calculations in the CSWWP, Appendix C, or tank sizing as appropriate.
[Plans C-25; Pg 25 of 28]
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See Document Markup
Provide geotextile impermeable liner properties per Ecology Table V-1.6. Also indicate the line shall be ultraviolet (UV) light resistant.
[Plans C-28; Pg 28 of 28]
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See Document Markup
Per prior comment-Provide geotextile impermeable liner properties per Ecology Table V-1.6. Also indicate the line shall be ultraviolet (UV) light resistant.
[Plans C-28; Pg 28 of 28]
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See Document Markup
Add back: "and Dust Control".
[CSWPPP; Pg 6 of 210]
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See Document Markup
BMPs C151, C153, C154?
[CSWPPP; Pg 7 of 210]
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See Document Markup
Per tel-con 9-26-23, revise WWHM calculations or tank sizing as appropriate.
[CSWPPP; Pg 24 of 210]
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See Document Markup
Per prior comment-Revise to "minimum 30mil ultraviolet (UV) light resistant impermeable geomembrane liner".
[Plans C-18; Pg 18 of 28]
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See Document Markup
Per prior comment-Provide buoyancy calculations prior to CFG approval and include in the project storm report. Per Krazan Report, high groundwater at MW1 and MW2 is El. 69.84 and 70.63, respectively.
[Plans C-18; Pg 18 of 28]
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See Document Markup
Per tel-con 9-26-23, revise WWHM calculations in the CSWWP, Appendix C, or tank sizing as appropriate.
[Plans C-18; Pg 18 of 28]
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See Document Markup
Make Corrections Noted.
[Cost Estimate]
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Public Works Water Review
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Approved
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09/26/2023
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09/26/2023
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Engineering Traffic Review
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Approved
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09/26/2023
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09/18/2023
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Public Works Streets Review
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Approved
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09/26/2023
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09/12/2023
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Fire Review
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Approved
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09/26/2023
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09/12/2023
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Planning Review
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Approved
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09/26/2023
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09/12/2023
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Miscellaneous Planning Correction
Modify site grading plans to address all comments from Engineering regarding critical area buffer preservation and protection. Limits of clearing shall be consistent with all buffer areas and critical area reports - buffer areas cannot be graded under this permit. Please delineate and use protective fencing. Also address the delineation of any existing 100 year floodplain (also commented on by Engineering). [UPDATED COMMENT 08/14/23: Please call out buffer width dimension and OHWM for Pioneer stream and use line type to delineate protective fencing at the outer edge. Its still not clear where the stream OHWM is located and how the limits of clearing are being established to meet protective buffer area. Please include a high vis construction fencing detail to protect critical areas.
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Public Works Collection Review
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Approved
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09/26/2023
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09/11/2023
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Engineering Civil Review
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Failed
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08/21/2023
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08/15/2023
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See Document Markup
See Civil application PRCCP20230970 for review comments associated with the stormwater report. Incorporate those comments into the CFG design as appropriate.
[Storm Report; Pg 1 of 164]
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See Document Markup
1st Review
PRGR20230972
July 2023
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See Document Markup
Revise the CSWPPP to provide the project-specific information outlined in Ecology's SWPPP template.
[CSWPPP; Pg 1 of 14]
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See Document Markup
Revise accordingly.
[CSWPPP; Pg 3 of 14]
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See Document Markup
In an appendix, include Ecology's BMP descriptions and details being used on the site as applicable:
BMPs C102 // C103 // C105 // C106 // C107 // C120 // C121 // C123 // C140 // C150 // C151 // C152 // C153 // C154 // C160 // C200 // C201 // C207 // C208 // C209 // C220 // C233 // C235 // C241 // C251.
[CSWPPP; Pg 3 of 14]
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See Document Markup
See Ecology, Section II-2.4 for additional items to be included in the CSWPPP:
Discuss Critical Areas // Discuss Onsite Soils (soils map and descriptions) // Include a Vicinity Map.
[CSWPPP; Pg 3 of 14]
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See Document Markup
Include a sample CSWPPP Site Inpection Form.
[CSWPPP; Pg 3 of 14]
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See Document Markup
Include the following City Standard Details in the CSWPPP:
02.03.02 // 05.01.01 // 05.02.01.
[CSWPPP; Pg 3 of 14]
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See Document Markup
Verify-...4054? ...4053 is listed twice.
[CSWPPP; Pg 4 of 14]
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See Document Markup
For each element, list the associated BMP number(s) from the Ecology Manual for the chosen BMP.
[CSWPPP; Pg 4 of 14]
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See Document Markup
Revise-the property is 11+ acres, and the area enclosed by silt fence on Sht C-2 is 10+ acres.
[CSWPPP; Pg 4 of 14]
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See Document Markup
Address protecting the existing storm facility serving the properties to the south as well as the regulated stream that runs through it.
[CSWPPP; Pg 4 of 14]
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See Document Markup
Describe what is required if sediment is tracked off-site onto the public ROW.
[CSWPPP; Pg 4 of 14]
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See Document Markup
Provide commentary that the permanent flow control systems must be constructed and functioning prior to constructing onsite hard surfaces.
[CSWPPP; Pg 4 of 14]
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See Document Markup
Clarify-Baker Tanks are called out on Sht C-2 (pg 8 of 14) in this SWPPP. Are they to be used in conjunction with the sediment pond? As a fail-safe?
[CSWPPP; Pg 4 of 14]
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See Document Markup
Add that this element must be completed prior to mass grading operations.
[CSWPPP; Pg 4 of 14]
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See Document Markup
Describe how to respond if sediment controls are ineffective and turbid water is observed discharging from the site.
[CSWPPP; Pg 4 of 14]
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See Document Markup
Provide additional description...(i.e. temporary and permanent seeding, mulching, erosion control fabrics, etc.).
[CSWPPP; Pg 5 of 14]
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See Document Markup
Add:
-Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast.
-Stabilize soil stockpiles from erosion, protect with sediment trapping measures, and where possible locate stockpiles away from drainage facilities (waterways, storm inlets, channels, etc.)
[CSWPPP; Pg 5 of 14]
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See Document Markup
Address dust control also.
[CSWPPP; Pg 5 of 14]
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See Document Markup
Add:
-Divert offsite surface water (run-on) away from slopes and disturbed areas with interceptor dikes, swales, and/or pipes. Offsite surface water should be managed separately from surface water generated onsite.
[CSWPPP; Pg 5 of 14]
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See Document Markup
Add:
-Inlet protection devices will be cleaned (or removed and replaced), when sediment has filled the device by one third (1/3) or as specified by the manufacturer.
-Inlets will be inspected weekly at a minimum and daily during storm events.
[CSWPPP; Pg 5 of 14]
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See Document Markup
Add:
-Provide stabilization, including armoring material (if approved), adequate to prevent erosion of outlets, adjacent stream banks, slopes, and downstream reaches, at the outlets of all conveyance systems.
[CSWPPP; Pg 5 of 14]
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See Document Markup
Revise to read..."regulations and this CSWPPP".
[CSWPPP; Pg 5 of 14]
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See Document Markup
Discuss items outlined in Ecology's CSWPPP template (waste materials, equipment maintenance and fueling activities, concrete truck washout, etc.).
[CSWPPP; Pg 5 of 14]
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See Document Markup
Discuss dewatering items outlined in Ecology's CSWPPP template under Element 10.
[CSWPPP; Pg 5 of 14]
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See Document Markup
Add additional description as outlined in Ecology's CSWPPP template under Element 11.
[CSWPPP; Pg 5 of 14]
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See Document Markup
Add additional description as outlined in Ecology's CSWPPP template under Element 12.
[CSWPPP; Pg 5 of 14]
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See Document Markup
Based on the current civil design strategy, individual LID elements are not being incorporated (project is attempting to meet the LID Performance Standard). However, this must be confirmed prior to final approval of the civil design.
[CSWPPP; Pg 6 of 14]
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See Document Markup
List the Pollution Prevention Team, their title, and contact info for the project. For persons yet to be determined, use "TBD".
[CSWPPP; Pg 6 of 14]
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See Document Markup
Provide Monitoring and Sampling criteria...for reference, see Ecology's CSWPPP template.
[CSWPPP; Pg 6 of 14]
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See Document Markup
Discuss Reporting and Record Keeping criteria...for reference, see Ecology's CSWPPP template.
[CSWPPP; Pg 6 of 14]
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See Document Markup
Include the items noted in the Appendix/Glossary of Ecology's CSWPPP template as applicable to the project.
[CSWPPP; Pg 6 of 14]
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See Document Markup
Verify location of inlet protection callouts. Inlet Protection shall be provided at inlets along the project frontage (Typ).
[CSWPPP; Pg 8 of 14]
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See Document Markup
Verify-2/C2?
[CSWPPP; Pg 8 of 14]
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See Document Markup
Clarify-Is this for filtration? TESC flow control? Both? A sediment pond is called out on the CFG plans and sediment pond calculations are provided in this document, but no sed-pond is shown here.
[CSWPPP; Pg 8 of 14]
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See Document Markup
Callout to protect existing watermain.
[CSWPPP; Pg 8 of 14]
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See Document Markup
Callout to protect existing infrastructure (sewer and signal).
[CSWPPP; Pg 8 of 14]
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See Document Markup
Coordinate this sheet with the TESC Plan in the CFG set.
[CSWPPP; Pg 8 of 14]
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See Document Markup
Verify callout...don't believe there is an inlet at this location.
[CSWPPP; Pg 8 of 14]
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See Document Markup
Verify-1/C3?
[CSWPPP; Pg 8 of 14]
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See Document Markup
Sediment pond calculations are provided, but no pond is shown. If a sediment pond is to be used, provide the following information:
Pond Contours // Top of Berm Elev. // Bottom Elev // Bottom Area // Surface Area Req'd // Surface Area Provided // Location of the TESC Riser // Size of Riser // Riser Orifice Size // Inlets and Outlets to Facility including protection // Baffle location and dimensions.
[CSWPPP; Pg 8 of 14]
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See Document Markup
Clarify-This is an existing storm facility serving properties to the south. In addition, the storm facility is currently being regulated as a critical area due to the offsite stream that has breached the pond berm and runs through the facility. Provide more information on how this storm facility will continue to function and the stream protected during the CFG operations.
[CSWPPP; Pg 8 of 14]
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See Document Markup
Clarify-Baker Tanks are discharging to the existing flow control structure serving properties to the south. Not sure how that works.
[CSWPPP; Pg 8 of 14]
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See Document Markup
Callout to protect existing storm drain associated with the storm facility serving properties to the south.
[CSWPPP; Pg 8 of 14]
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See Document Markup
How is this outlet protected during the CFG operations?
[CSWPPP; Pg 8 of 14]
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See Document Markup
Provide Construction Sequence per CS 501.6.
[CSWPPP; Pg 8 of 14]
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See Document Markup
Include the City's 'Grading, Erosion and Sedimentation Control Plan Notes' per CS Section 505.
[CSWPPP; Pg 8 of 14]
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See Document Markup
Provide filter sock detail also.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Callout to preserve and protect existing drainage ditch (a regulated stream) during the CFG operations.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Delineate and callout the floodplain in accordance with the LOMR dated September 8, 2022. Any work within the designated floodplain shall comply with the requirements of PMC 21.07, particularly the compensatory storage and habitat assessment provisions.
[CSWPPP; Pg 8 of 14]
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See Document Markup
Provide sizing calculations for the proposed interceptor swale(s).
[CSWPPP; Pg 9 of 14]
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See Document Markup
Ecology has changed the criteria for sizing sediment ponds and traps in the 2019 manual. Resize the TESC pond using either the new 2019 Ecology criteria or the unmitigated post-developed flow rate ("inflow") from a continuous simulation model. Since this facility will discharge to the regulated stream along Pioneer, use the 10yr event.
[CSWPPP; Pg 10 of 14]
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See Document Markup
If Baker Tanks are/will be used, provide supporting calculations for the sizing and number of tanks using the design criteria noted above.
[CSWPPP; Pg 10 of 14]
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See Document Markup
Callout riser diameter; orifice diameter; outlet pipe size, mat'l, and slope; pipe IE; emergency spillway elev.
[CSWPPP; Pg 13 of 14]
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See Document Markup
Callout and show staff guage.
[CSWPPP; Pg 13 of 14]
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See Document Markup
Locate approval block in upper right-hand corner, all sheets, per CS Section 2.1.
[Plans C-1; Pg 1 of 25]
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See Document Markup
Place North arrow correctly.
[Plans C-1; Pg 1 of 25]
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See Document Markup
Locate Vicinity Map in lower right-hand corner per CS Section 2.1.
[Plans C-1; Pg 1 of 25]
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See Document Markup
Locate address below Vicinity Map and add an abbreviated legal description below the title (1/4-section, Sec., Twp., Rng.)
[Plans C-1; Pg 1 of 25]
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See Document Markup
Augment the Construction Sequence-See example.
[Plans C-1; Pg 1 of 25]
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See Document Markup
Verify recording number.
[Plans C-1; Pg 1 of 25]
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See Document Markup
RM-20.
[Plans C-1; Pg 1 of 25]
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See Document Markup
Add the following notes to this sheet:???? ??? ???? ?????? ???????????? ?? ?? ?????????? ?? ??? ???? ???? ??? ??? ?????? ??? ????? ??????? ???? ?????? ??????? ???? ???????????? ???????? ??? ???? ????? ????? ?? ??? ??????? ????? ???? ????????? ?? ?????????? ??? ?????????? ?????? ??? ????? ????? ??????????? ???? ??? ????? ????????? ?? ??????? ?????? ???????? ?? ??? ??? ?????? ???? ??? ?????? ???? ????? ??? ??????? ??? ???????????? ?? ? ????? ???? ???????? ????????????????????? ????? ????????? ? ?????????? ?????????? ?? ??????? ????????? ??????? ??? ???????? ??????? ??????????? ??? ????? ?????? ???? ??? ?????????? ????????? ?????????? ???? ??????? ???????? ??? ???? ????????????????????????? ?????? ????? ??? ?? ??????? ?? ????????? ?????? ??? ???????????? ?????? ?? ?????????? ???? ??? ????????? ????? ??????? ?????????? ????????????? ????????? ???????????? ?????? ????? ??? ?? ???????? ??? ???? ??????? ??????? ???????????? ?????? ?? ??? ???????? ?????????? ?????????? ???? ????? ???????????? ?? ???????? ??? ???? ?? ?????????? ??? ??????? ?????? ??? ?? ?? ???
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See Document Markup
Per City Standards 502.1, provide cross-sections at 200-ft spacing and extend 30-ft minimum beyond property limits. Callout setback distance between fill and property lines.
[Plans C-1; Pg 1 of 25]
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See Document Markup
Callout earthwork quantities (cut/fill).
[Plans C-1; Pg 1 of 25]
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See Document Markup
See Civil application PRCCP20230970 for review comments associated with the stormwater report. Incorporate those comments into the CFG design as appropriate.
[Plans C-1; Pg 1 of 25]
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See Document Markup
Provide filter sock detail also.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Clarify- Silt Fence and Grading Limits are shown being located through an existing stormwater facility serving properties to the south. In addition, the storm facility is currently being regulated as a critical area due to the offsite stream that runs through the facility. Provide more information on how this storm facility will be protected, continue to function, and be restored to its original design criteria during the CFG operations.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Callout to protect existing storm drain associated with the storm facility serving properties to the south.
[Plans C-2; Pg 2 of 25]
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See Document Markup
How is this outlet protected during the CFG operations?
[Plans C-2; Pg 2 of 25]
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See Document Markup
Coordinate this sheet with the TESC Plan in the CSWPP.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Identify the critical area buffer setback(s). Callout construction fencing along the setback line.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Place North arrow correctly.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Verify-interceptor swale thru the middle of the construction entrance?
[Plans C-2; Pg 2 of 25]
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See Document Markup
Callout interceptor swale(s). Callout max slope or provide spot elevations at 100ft intervals.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Verify leader location.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Verify leader location.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Verify-Area 2.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Callout to protect existing storm conveyance system.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Provide minimum 5-ft setback between toe of fill slope and any critical area buffer (CS 502.6).
[Plans C-2; Pg 2 of 25]
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See Document Markup
Callout to protect existing watermain.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Specify dispersion pads where the interceptor ditches enter the sediment pond (material requirements, pad dimensions including thickness).
[Plans C-2; Pg 2 of 25]
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See Document Markup
Callout the following sediment pond information:
Pond Contours // Top of Berm Elev. // Bottom Elev // Bottom Area // Surface Area Req'd // Surface Area Provided // Side Slopes // Location of the TESC Riser // Size of Riser // Riser Orifice Size // Inlets and Outlets to Facility including protection // Baffle location and dimensions.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Callout to protect existing infrastructure (sewer and signal).
[Plans C-2; Pg 2 of 25]
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See Document Markup
Callout interceptor swale(s). Callout max slope or provide spot elevations at 100ft intervals.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Ensure no ponding along adjacent properties as a result of fill. (Typical) (May need to provide a storm conveyance system to collect ponded water)
[Plans C-2; Pg 2 of 25]
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See Document Markup
Keep filling operations within the limits of the property. Min. 2ft setback unless critical area, then 5ft to critical area buffer. (Typ)
[Plans C-2; Pg 2 of 25]
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See Document Markup
Verify leader location.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Locate approval block in upper right-hand corner.
[Plans C-2; Pg 2 of 25]
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See Document Markup
See Sht C-1 comments.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Clearly show and callout the property lines (Typ).
[Plans C-2; Pg 2 of 25]
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See Document Markup
Callout to preserve and protect existing drainage ditch (a regulated stream) during the CFG operations.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Callout the release point and outfall for the TESC pond. Also show the emergency overflow location. [Plans C-2; Pg 2 of 25]
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See Document Markup
Per Ecology, pond should be broken into equivalent cells.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Delineate and callout the floodplain in accordance with the LOMR dated September 8, 2022. Any work within the designated floodplain shall comply with the requirements of PMC 21.07, particularly the compensatory storage and habitat assessment provisions.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Incorporate comments noted on Sht C-2.
[Plans C-3; Pg 3 of 25]
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See Document Markup
Place North arrow correctly.
[Plans C-3; Pg 3 of 25]
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See Document Markup
Callout and show check dams.
[Plans C-3; Pg 3 of 25]
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See Document Markup
Proposed contours should be dark.
[Plans C-3; Pg 3 of 25]
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See Document Markup
Existing contours should be light.
[Plans C-3; Pg 3 of 25]
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See Document Markup
Existing contours should be light.
[Plans C-3; Pg 3 of 25]
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See Document Markup
Existing contours should be light.
[Plans C-3; Pg 3 of 25]
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See Document Markup
Readability.
[Plans C-3; Pg 3 of 25]
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See Document Markup
Ensure no ponding along adjacent properties as a result of fill. (Typical) (May need to provide a storm conveyance system to collect ponded water)
[Plans C-3; Pg 3 of 25]
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See Document Markup
Callout to protect existing water main.
[Plans C-3; Pg 3 of 25]
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See Document Markup
Callout to protect existing infrastructure (sewer and signal).
[Plans C-3; Pg 3 of 25]
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See Document Markup
Place North arrow correctly.
[Plans C-4; Pg 4 of 25]
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See Document Markup
Incorporate comments noted on Sht C-2.
[Plans C-4; Pg 4 of 25]
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See Document Markup
Callout conveyance between TESC pond and discharge location (size, material, slope, length, etc).
[Plans C-4; Pg 4 of 25]
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See Document Markup
If tanks to be used, WQ and Flow Control calculations must be included in CSWPPP.
[Plans C-4; Pg 4 of 25]
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See Document Markup
Clarify.
[Plans C-4; Pg 4 of 25]
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See Document Markup
Please provide TESC Pond specifics noted on Sht C-2 on this sheet also.
[Plans C-4; Pg 4 of 25]
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See Document Markup
Callout dispersion Pad.
[Plans C-4; Pg 4 of 25]
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See Document Markup
Add: "at top of riser".
[Plans C-4; Pg 4 of 25]
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See Document Markup
Callout to protect existing infrastructure (sewer and signal).
[Plans C-4; Pg 4 of 25]
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See Document Markup
Callout to protect existing water main.
[Plans C-4; Pg 4 of 25]
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See Document Markup
Show critical area setback and callout construction protective fencing.
[Plans C-4; Pg 4 of 25]
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See Document Markup
Indicate Emergency Overflow location.
[Plans C-4; Pg 4 of 25]
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See Document Markup
Place North arrow correctly.
[Plans C-5; Pg 5 of 25]
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See Document Markup
Incorporate comments noted on Sht C-2.
[Plans C-5; Pg 5 of 25]
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See Document Markup
Clarify-Is this an existing contour callout or proposed?
[Plans C-5; Pg 5 of 25]
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See Document Markup
Callout existing contour elevations. (Typ)
[Plans C-5; Pg 5 of 25]
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See Document Markup
Callout and show check dams.
[Plans C-5; Pg 5 of 25]
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See Document Markup
Callout proposed contour elevations.
[Plans C-5; Pg 5 of 25]
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See Document Markup
Show critical area setback and callout construction protective fencing.
[Plans C-5; Pg 5 of 25]
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See Document Markup
Place North arrow correctly.
[Plans C-6; Pg 6 of 25]
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See Document Markup
Incorporate comments noted on Sht C-2.
[Plans C-6; Pg 6 of 25]
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See Document Markup
Verify- C20-C25?
[Plans C-6; Pg 6 of 25]
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See Document Markup
Callout and show check dams.
[Plans C-6; Pg 6 of 25]
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See Document Markup
Show existing storm facility serving properties to the south. Callout setback to the facility and construction protective fencing.
[Plans C-6; Pg 6 of 25]
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See Document Markup
Show and callout to protect existing storm conveyance system.
[Plans C-6; Pg 6 of 25]
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See Document Markup
Provide interceptor swale detail with callouts.
[Plans C-7; Pg 7 of 25]
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See Document Markup
Add City Standard General Notes per CS Section 2.4.
[Plans C-7; Pg 7 of 25]
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See Document Markup
Include the City's 'Grading, Erosion and Sedimentation Control Plan Notes' per CS Section 505
[Plans C-7; Pg 7 of 25]
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See Document Markup
Callout interceptor swale check dam spacing and provide detail with callouts.
[Plans C-7; Pg 7 of 25]
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See Document Markup
Include the following City Standard Details in the CSWPPP:
02.03.02 // 05.01.01 // 05.02.01.
[Plans C-7; Pg 7 of 25]
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See Document Markup
Please incorporate the information contained on this generic detail into the proposed TESC pond specific to the project. (Also, see comments Sht C-2).
[Plans C-7; Pg 7 of 25]
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See Document Markup
Verify - C-7?
[Plans C-7; Pg 7 of 25]
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See Document Markup
Due to high groundwater, provide a manufactured synthetic liner to prevent groundwater intrusion into the detention facilities. Callout the synthetic liner requirements and show on the RTank details. In addition, provide buoyancy verification (calculations and/or certification letter).
[Plans Sht C-8; Pg 8 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-8; Pg 8 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-9; Pg 9 of 25]
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See Document Markup
Use impermeable synthetic liner.
[Plans C-9; Pg 9 of 25]
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See Document Markup
To be verified thru the Civil application.
[Plans C-9; Pg 9 of 25]
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See Document Markup
To be verified thru the Civil application.
[Plans C-10; Pg 10 of 25]
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See Document Markup
Use impermeable synthetic liner.
[Plans C-10; Pg 10 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-10; Pg 10 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-11; Pg 11 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-12; Pg 12 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-13; Pg 13 of 25]
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See Document Markup
Verify - C-14?
[Plans C-14; Pg 14 of 25]
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See Document Markup
Due to high groundwater, provide a manufactured synthetic liner to prevent groundwater intrusion into the detention facilities. Callout the synthetic liner requirements and show on the RTank details. In addition, provide buoyancy verification (calculations and/or certification letter).
[Plans Sht C-14; Pg 14 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-14; Pg 14 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-15; Pg 15 of 25]
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See Document Markup
Use impermeable synthetic liner.
[Plans C-15; Pg 15 of 25]
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See Document Markup
To be verified thru the Civil application.
[Plans C-15; Pg 15 of 25]
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See Document Markup
To be verified thru the Civil application.
[Plans C-16; Pg 16 of 25]
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See Document Markup
Use impermeable synthetic liner.
[Plans C-16; Pg 16 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-16; Pg 16 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-17 Pg 17 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-18; Pg 18 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-19; Pg 19 of 25]
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See Document Markup
Due to high groundwater, provide a manufactured synthetic liner to prevent groundwater intrusion into the detention facilities. Callout the synthetic liner requirements and show on the RTank details. In addition, provide buoyancy verification (calculations and/or certification letter).
[Plans Sht C-20; Pg 20 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-20; Pg 20 of 25]
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See Document Markup
Verify - C-21?
[Plans C-21; Pg 21 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-21; Pg 21 of 25]
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See Document Markup
Use impermeable synthetic liner.
[Plans C-21; Pg 21 of 25]
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See Document Markup
To be verified thru the Civil application.
[Plans C-21; Pg 21 of 25]
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See Document Markup
To be verified thru the Civil application.
[Plans C-22; Pg 22 of 25]
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See Document Markup
Use impermeable synthetic liner.
[Plans C-22; Pg 22 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-22; Pg 22 of 25]
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See Document Markup
Verify - C-23?
[Plans C-23; Pg 23 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-23 Pg 23 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-25 Pg 25 of 25]
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See Document Markup
Page references are still incorrect.
[CSWPPP; Pg 3 of 70]
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See Document Markup
Verify-as noted previously, the area enclosed by silt fence is 10+ acres and the draft storm report indicates roughly 460,000sf of disturbance.
[CSWPPP; Pg 4 of 70]
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See Document Markup
Verify-C140 is dust control. BMPs 200, 233, C241, and Baker Tank(s)?
[CSWPPP; Pg 5 of 70]
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See Document Markup
BMP C140?
[CSWPPP; Pg 5 of 70]
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See Document Markup
Add: "Construct sediment control BMPs as one of the first steps of grading. These BMPs shall be functional before other land disturbing activities take place".
[CSWPPP; Pg 5 of 70]
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See Document Markup
Add: "the existing".
[CSWPPP; Pg 5 of 70]
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See Document Markup
BMP C220?
[CSWPPP; Pg 6 of 70]
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See Document Markup
BMP C209?
[CSWPPP; Pg 6 of 70]
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See Document Markup
BMPs C151, C153, C154?
[CSWPPP; Pg 6 of 70]
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See Document Markup
Please add the control descriptions noted on Pg 11 of 70.
[CSWPPP; Pg 6 of 70]
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See Document Markup
Please add: "-Handle highly turbid or contaminated dewatering water separately from stormwater. -Discharge foundation, vault, and trench dewatering water which has characteristics similar to stormwater into a controlled conveyance system before discharge to a sediment trap or sediment pond. Clean dewatering water will not be routed through stormwater sediment ponds."
[CSWPPP; Pg 6 of 70]
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See Document Markup
Please add: "All temporary and permanent Erosion and Sediment Control (ESC) BMPs shall be maintained and repaired as needed to ensure continued performance of their intended function. Visual monitoring of all BMPs installed at the site will be conducted at least once every calendar week and within 24 hours of any stormwater or non-stormwater discharge from the site. If the site becomes inactive and is temporarily stabilized, the inspection frequency may be reduced to once every calendar month."
[CSWPPP; Pg 6 of 70]
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See Document Markup
BMPs C150, C160?
[CSWPPP; Pg 6 of 70]
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See Document Markup
Please add the following control descriptions to Element 9 on Pg 6 of 70.
[CSWPPP; Pg 11 of 70]
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See Document Markup
Add: "Regulated Floodplain per".
[CSWPPP; Pg 14 of 70]
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See Document Markup
Per prior comment, provide sizing calculations for the proposed interceptor swale(s). (Reference CFG Plans, Detail 5/C7).
[CSWPPP; Pg 15 of 70]
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See Document Markup
Replace w City Std Detail 02.03.02.
[CSWPPP; Pg 62 of 70]
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See Document Markup
Replace w City Std Detail 05.02.01.
[CSWPPP; Pg 64 of 70]
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See Document Markup
Verify-per previous comment. This recording number does not exist on the Auditor's website.
[Plans C-1; Pg 1 of 28]
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See Document Markup
Add: "Caution: Existing12in storm main".
[Plans C-1; Pg 1 of 28]
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See Document Markup
Callout to protect existing infrastructure (sewer and signal).
[Plans C-1; Pg 1 of 28]
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See Document Markup
Provide DRAFT Cost Estimate on City form for all work associated with the CFG permit only (form available on the City's Development Engineering website).
[Plans C-1; Pg 1 of 28]
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See Document Markup
Verify-TESC Plan label?
[Plans C-2; Pg 2 of 28]
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See Document Markup
Verify-should the cross-section arrows be pointing north? See Section 5/C10.
[Plans C-2; Pg 2 of 28]
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See Document Markup
Per prior comment-Identify the critical area buffer setback(s). Callout construction fencing along the setback line.
[Plans C-2; Pg 2 of 28]
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See Document Markup
Per prior comment-Provide minimum 5-ft setback between toe of fill slope and any critical area buffer (CS 502.6).
[Plans C-2; Pg 2 of 28]
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See Document Markup
Verify-Detail reference.
[Plans C-2; Pg 2 of 28]
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See Document Markup
Add: "Regulated Floodplain per".
[Plans C-2; Pg 2 of 28]
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See Document Markup
Fill placement within the regulated floodplain requires equivalent compensatory storage. Either protect the floodplain area from filling activity; or quantify the amount of compensatory storage required (provide calculations), and indicate the location of the compensatory storage area. Compensatory storage shall be at equivalent elevation(s) per FEMA/City regulations and the area protected in perpetuity.
[Plans C-2; Pg 2 of 28]
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See Document Markup
Identify Parcel No.
[Plans C-2; Pg 2 of 28]
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See Document Markup
Callout existing storm facility.
[Plans C-2; Pg 2 of 28]
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See Document Markup
Verify leader location.
[Plans C-2; Pg 2 of 28]
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See Document Markup
Provide x-section across property line. Clarify how surface water is not ponding along the property line as a result of the filling operations. (Typical) (May need to provide a storm conveyance system to collect ponded water)
[Plans C-3; Pg 3 of 28]
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See Document Markup
Remove grading contour from adjacent property.
[Plans C-3; Pg 3 of 28]
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See Document Markup
Remove grading contour from adjacent property.
[Plans C-3; Pg 3 of 28]
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See Document Markup
Add: "Typical".
[Plans C-3; Pg 3 of 28]
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See Document Markup
Clearly show and callout the property lines (Typ).
[Plans C-3; Pg 3 of 25]
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See Document Markup
Readability.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Verify- Shts C17-C22.
[Plans C-3; Pg 3 of 28]
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See Document Markup
Show existing sewer main and structures. Callout to protect.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Per prior comment-Identify the critical area buffer setback(s). Callout construction fencing along the setback line.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Verify leader location.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Verify-4/C7?
[Plans C-4; Pg 4 of 28]
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See Document Markup
Verify leader location.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Callout depth of trench and/or top of grade board.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Clarify-using both a dispersion pad and dispersion trench? For the pad, callout size of quarry spalls, depth of spalls/pad, and pad dimensions.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Fill placement within the regulated floodplain requires equivalent compensatory storage. Either protect the floodplain area from filling activity; or quantify the amount of compensatory storage required (provide calculations), and indicate the location of the compensatory storage area. Compensatory storage shall be at equivalent elevation(s) per FEMA/City regulations and the area protected in perpetuity.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Per prior comment-Provide minimum 5-ft setback between toe of fill slope and any critical area buffer (CS 502.6).
[Plans C-4; Pg 4 of 28]
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See Document Markup
Verify-pad location.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Callout to protect existing watermain.
[Plans C-4; Pg 4 of 28]
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See Document Markup
Callout to protect existing storm system.
[Plans C-5; Pg 5 of 28]
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See Document Markup
Callout construction entrance.
[Plans C-5; Pg 5 of 28]
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See Document Markup
Verify- Shts C23-C28.
[Plans C-5; Pg 5 of 28]
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See Document Markup
Per prior comment-Identify the critical area buffer setback(s). Callout construction fencing along the setback line.
[Plans C-5; Pg 5 of 28]
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|
See Document Markup
Per prior comment-Provide minimum 5-ft setback between toe of fill slope and any critical area buffer (CS 502.6).
[Plans C-5; Pg 5 of 28]
|
|
|
See Document Markup
Callout to protect existing storm outfall.
[Plans C-5; Pg 5 of 28]
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See Document Markup
Clarify.
[Plans C-5; Pg 5 of 28]
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See Document Markup
Verify leader location.
[Plans C-6; Pg 6 of 28]
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See Document Markup
Verify- Shts C23-C28.
[Plans C-6; Pg 6 of 28]
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See Document Markup
Callout to protect existing storm system.
[Plans C-6; Pg 6 of 28]
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See Document Markup
Per prior comment, provide sizing calculations for the proposed interceptor swale(s).
[Plans; Sht 7 of 28]
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See Document Markup
Please use Ecology's dispersion trench detail, Figure V-1.8.
[Plans; Sht 7 of 28]
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See Document Markup
Per prior comment-Add City Standard General Notes per CS Section 2.4.
[Plans C-7; Pg 7 of 28]
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See Document Markup
Provide offset amount.
[Plans C-9; Pg 9 of 28]
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See Document Markup
Show and callout existing roadside stream/ditch.
[Plans C-9; Pg 9 of 28]
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See Document Markup
Provide H/V scale per City Stds. The consistency between the horizontal scale and the vertical scale shall be on a ratio of 10 to 1 (i.e., 1" = 20' horizontal; 1" = 2' vertical).
[Plans C-9; Pg 9 of 28]
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See Document Markup
Provide 'Existing Grade' and 'Proposed Grade' elevations at 50ft intervals.
[Plans C-9; Pg 9 of 28]
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See Document Markup
Provide offset amount.
[Plans C-9; Pg 9 of 28]
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See Document Markup
Provide H/V scale per City Stds. The consistency between the horizontal scale and the vertical scale shall be on a ratio of 10 to 1 (i.e., 1" = 20' horizontal; 1" = 2' vertical).
[Plans C-10; Pg 10 of 28]
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See Document Markup
Provide 'Existing Grade' and 'Proposed Grade' elevations at 50ft intervals.
[Plans C-10; Pg 10 of 28]
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See Document Markup
Provide offset amount.
[Plans C-10; Pg 10 of 28]
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See Document Markup
Confirm-this appears to be the existing storm pond...is the x-section cut on Sht C2 baclwards?
[Plans C-10; Pg 10 of 28]
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See Document Markup
Provide offset amount.
[Plans C-10; Pg 10 of 28]
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See Document Markup
Provide offset amount.
[Plans C-10; Pg 10 of 28]
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See Document Markup
Confirm module layout based on the subasin analysis (stage-storage requirements) per Storm Report comments, Pg 117 of 164.
[Plans C-11; Pg 11 of 28]
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See Document Markup
Revise to "minimum 30mil ultraviolet (UV) light resistant impermeable geomembrane liner".
[Plans C-12; Pg 12 of 28]
|
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|
See Document Markup
Per civil review comment: Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-12; Pg 12 of 28]
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See Document Markup
Per civil review comment: Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-12; Pg 12 of 28]
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|
See Document Markup
Provide buoyancy calculations prior to CFG approval and include in the project storm report.
[Plans C-12; Pg 12 of 28]
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See Document Markup
Per civil review comment: Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-13; Pg 13 of 28]
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See Document Markup
Per civil review comment: Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-13; Pg 13 of 28]
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See Document Markup
Per civil review comment: Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-13; Pg 13 of 28]
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See Document Markup
Provide geotextile impermeable liner properties per Ecology Table V-1.6. Also indicate the line shall be ultraviolet (UV) light resistant.
[Plans C-16; Pg 16 of 28]
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See Document Markup
Confirm module layout based on the subasin analysis (stage-storage requirements) per Storm Report comments, Pg 117 of 164.
[Plans C-17; Pg 17 of 28]
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See Document Markup
Revise to "minimum 30mil ultraviolet (UV) light resistant impermeable geomembrane liner".
[Plans C-18; Pg 18 of 28]
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See Document Markup
Per civil review comment: Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-18; Pg 18 of 28]
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See Document Markup
Per civil review comment: Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-18; Pg 18 of 28]
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See Document Markup
Provide buoyancy calculations prior to CFG approval and include in the project storm report.
[Plans C-18; Pg 18 of 28]
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See Document Markup
Per civil review comment: Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-19; Pg 19 of 28]
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See Document Markup
Per civil review comment: Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-19; Pg 19 of 28]
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See Document Markup
Per civil review comment: Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-19; Pg 19 of 28]
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See Document Markup
Provide geotextile impermeable liner properties per Ecology Table V-1.6. Also indicate the line shall be ultraviolet (UV) light resistant.
[Plans C-22; Pg 22 of 28]
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See Document Markup
Confirm module layout based on the subasin analysis (stage-storage requirements) per Storm Report comments, Pg 117 of 164.
[Plans C-23; Pg 23 of 28]
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See Document Markup
Revise to "minimum 30mil ultraviolet (UV) light resistant impermeable geomembrane liner".
[Plans C-24; Pg 24 of 28]
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See Document Markup
Per civil review comment: Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-24; Pg 24 of 28]
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See Document Markup
Per civil review comment: Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-24; Pg 24 of 28]
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See Document Markup
Provide buoyancy calculations prior to CFG approval and include in the project storm report.
[Plans C-24; Pg 24 of 28]
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See Document Markup
Per civil review comment: Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-25; Pg 25 of 28]
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See Document Markup
Per civil review comment: Confirm stage-storage requirements with subasin analysis per Storm Report comments, Pg 117 of 164.
[Plans C-25; Pg 25 of 28]
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See Document Markup
Per civil review comment: Ensure available storage accounts for 6in of sediment storage per Ecology's requirements.
[Plans C-25; Pg 25 of 28]
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See Document Markup
Provide geotextile impermeable liner properties per Ecology Table V-1.6. Also indicate the line shall be ultraviolet (UV) light resistant.
[Plans C-28; Pg 28 of 28]
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Engineering Traffic Review
|
Approved
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08/21/2023
|
08/15/2023
|
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See Document Markup
Provide a note on plans that restricts direct construction access to Shaw Rd. Construction access will only be allowed on E Pioneer for the duration of project. [Plans C-4; Page 4 of 25]
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See Document Markup
Provide note that restricts direct construction access to Shaw Rd. Construction access will only be allowed on E Pioneer for the duration of project. Also, please reference Mark Higginson's comments on sheet C-1 regarding track out conditions. [Plans C-2; Page 2 of 25]
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Planning Review
|
Failed
|
08/21/2023
|
08/14/2023
|
|
|
|
|
|
Miscellaneous Planning Correction
Modify site grading plans to address all comments from Engineering regarding critical area buffer preservation and protection. Limits of clearing shall be consistent with all buffer areas and critical area reports - buffer areas cannot be graded under this permit. Please delineate and use protective fencing. Also address the delineation of any existing 100 year floodplain (also commented on by Engineering). [UPDATED COMMENT 08/14/23: Please call out buffer width dimension and OHWM for Pioneer stream and use line type to delineate protective fencing at the outer edge. Its still not clear where the stream OHWM is located and how the limits of clearing are being established to meet protective buffer area. Please include a high vis construction fencing detail to protect critical areas.
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Other/Miscellaneous
Grading appears to elevate the existing site grade above the adjacent ROW. Please consult PMC 20.58.005 (2) as there are limits on the overall height of all retaining walls near rights of way and abutting properties.
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Public Works Water Review
|
Approved
|
08/21/2023
|
08/09/2023
|
|
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|
Public Works Streets Review
|
Approved
|
08/21/2023
|
08/07/2023
|
|
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|
Public Works Collection Review
|
Approved
|
08/21/2023
|
08/07/2023
|
|
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Fire Review
|
Approved
|
08/21/2023
|
08/01/2023
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|
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|
Planning Review
|
Failed
|
08/15/2023
|
07/19/2023
|
|
|
|
|
|
Miscellaneous Planning Correction
Modify site grading plans to address all comments from Engineering regarding critical area buffer preservation and protection. Limits of clearing shall be consistent with all buffer areas and critical area reports - buffer areas cannot be graded under this permit. Please delineate and use protective fencing. Also address the delineation of any existing 100 year floodplain (also commented on by Engineering).
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Other/Miscellaneous
Grading appears to elevate the existing site grade above the adjacent ROW. Please consult PMC 20.58.005 (2) as there are limits on the overall height of all retaining walls near rights of way and abutting properties.
|
|
|
|
|
Engineering Traffic Review
|
Failed
|
08/15/2023
|
07/19/2023
|
|
|
|
|
|
See Document Markup
Provide a note on plans that restricts direct construction access to Shaw Rd. Construction access will only be allowed on E Pioneer for the duration of project. [Plans C-4; Page 4 of 25]
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See Document Markup
Provide note that restricts direct construction access to Shaw Rd. Construction access will only be allowed on E Pioneer for the duration of project. Also, please reference Mark Higginson's comments on sheet C-1 regarding track out conditions. [Plans C-2; Page 2 of 25]
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|
Public Works Streets Review
|
Approved
|
08/15/2023
|
07/18/2023
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|
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Engineering Civil Review
|
Failed
|
08/15/2023
|
07/18/2023
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See Document Markup
See Civil application PRCCP20230970 for review comments associated with the stormwater report. Incorporate those comments into the CFG design as appropriate.
[Storm Report; Pg 1 of 164]
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See Document Markup
1st Review
PRGR20230972
July 2023
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See Document Markup
Revise the CSWPPP to provide the project-specific information outlined in Ecology's SWPPP template.
[CSWPPP; Pg 1 of 14]
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See Document Markup
Revise accordingly.
[CSWPPP; Pg 3 of 14]
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See Document Markup
In an appendix, include Ecology's BMP descriptions and details being used on the site as applicable:
BMPs C102 // C103 // C105 // C106 // C107 // C120 // C121 // C123 // C140 // C150 // C151 // C152 // C153 // C154 // C160 // C200 // C201 // C207 // C208 // C209 // C220 // C233 // C235 // C241 // C251.
[CSWPPP; Pg 3 of 14]
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See Document Markup
See Ecology, Section II-2.4 for additional items to be included in the CSWPPP:
Discuss Critical Areas // Discuss Onsite Soils (soils map and descriptions) // Include a Vicinity Map.
[CSWPPP; Pg 3 of 14]
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See Document Markup
Include a sample CSWPPP Site Inpection Form.
[CSWPPP; Pg 3 of 14]
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See Document Markup
Include the following City Standard Details in the CSWPPP:
02.03.02 // 05.01.01 // 05.02.01.
[CSWPPP; Pg 3 of 14]
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See Document Markup
Verify-...4054? ...4053 is listed twice.
[CSWPPP; Pg 4 of 14]
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See Document Markup
For each element, list the associated BMP number(s) from the Ecology Manual for the chosen BMP.
[CSWPPP; Pg 4 of 14]
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See Document Markup
Revise-the property is 11+ acres, and the area enclosed by silt fence on Sht C-2 is 10+ acres.
[CSWPPP; Pg 4 of 14]
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See Document Markup
Address protecting the existing storm facility serving the properties to the south as well as the regulated stream that runs through it.
[CSWPPP; Pg 4 of 14]
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See Document Markup
Describe what is required if sediment is tracked off-site onto the public ROW.
[CSWPPP; Pg 4 of 14]
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See Document Markup
Provide commentary that the permanent flow control systems must be constructed and functioning prior to constructing onsite hard surfaces.
[CSWPPP; Pg 4 of 14]
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See Document Markup
Clarify-Baker Tanks are called out on Sht C-2 (pg 8 of 14) in this SWPPP. Are they to be used in conjunction with the sediment pond? As a fail-safe?
[CSWPPP; Pg 4 of 14]
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See Document Markup
Add that this element must be completed prior to mass grading operations.
[CSWPPP; Pg 4 of 14]
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See Document Markup
Describe how to respond if sediment controls are ineffective and turbid water is observed discharging from the site.
[CSWPPP; Pg 4 of 14]
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See Document Markup
Provide additional description...(i.e. temporary and permanent seeding, mulching, erosion control fabrics, etc.).
[CSWPPP; Pg 5 of 14]
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See Document Markup
Add:
-Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast.
-Stabilize soil stockpiles from erosion, protect with sediment trapping measures, and where possible locate stockpiles away from drainage facilities (waterways, storm inlets, channels, etc.)
[CSWPPP; Pg 5 of 14]
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See Document Markup
Address dust control also.
[CSWPPP; Pg 5 of 14]
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See Document Markup
Add:
-Divert offsite surface water (run-on) away from slopes and disturbed areas with interceptor dikes, swales, and/or pipes. Offsite surface water should be managed separately from surface water generated onsite.
[CSWPPP; Pg 5 of 14]
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See Document Markup
Add:
-Inlet protection devices will be cleaned (or removed and replaced), when sediment has filled the device by one third (1/3) or as specified by the manufacturer.
-Inlets will be inspected weekly at a minimum and daily during storm events.
[CSWPPP; Pg 5 of 14]
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See Document Markup
Add:
-Provide stabilization, including armoring material (if approved), adequate to prevent erosion of outlets, adjacent stream banks, slopes, and downstream reaches, at the outlets of all conveyance systems.
[CSWPPP; Pg 5 of 14]
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See Document Markup
Revise to read..."regulations and this CSWPPP".
[CSWPPP; Pg 5 of 14]
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See Document Markup
Discuss items outlined in Ecology's CSWPPP template (waste materials, equipment maintenance and fueling activities, concrete truck washout, etc.).
[CSWPPP; Pg 5 of 14]
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See Document Markup
Discuss dewatering items outlined in Ecology's CSWPPP template under Element 10.
[CSWPPP; Pg 5 of 14]
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See Document Markup
Add additional description as outlined in Ecology's CSWPPP template under Element 11.
[CSWPPP; Pg 5 of 14]
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See Document Markup
Add additional description as outlined in Ecology's CSWPPP template under Element 12.
[CSWPPP; Pg 5 of 14]
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See Document Markup
Based on the current civil design strategy, individual LID elements are not being incorporated (project is attempting to meet the LID Performance Standard). However, this must be confirmed prior to final approval of the civil design.
[CSWPPP; Pg 6 of 14]
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See Document Markup
List the Pollution Prevention Team, their title, and contact info for the project. For persons yet to be determined, use "TBD".
[CSWPPP; Pg 6 of 14]
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See Document Markup
Provide Monitoring and Sampling criteria...for reference, see Ecology's CSWPPP template.
[CSWPPP; Pg 6 of 14]
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See Document Markup
Discuss Reporting and Record Keeping criteria...for reference, see Ecology's CSWPPP template.
[CSWPPP; Pg 6 of 14]
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See Document Markup
Include the items noted in the Appendix/Glossary of Ecology's CSWPPP template as applicable to the project.
[CSWPPP; Pg 6 of 14]
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See Document Markup
Verify location of inlet protection callouts. Inlet Protection shall be provided at inlets along the project frontage (Typ).
[CSWPPP; Pg 8 of 14]
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See Document Markup
Verify-2/C2?
[CSWPPP; Pg 8 of 14]
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See Document Markup
Clarify-Is this for filtration? TESC flow control? Both? A sediment pond is called out on the CFG plans and sediment pond calculations are provided in this document, but no sed-pond is shown here.
[CSWPPP; Pg 8 of 14]
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See Document Markup
Callout to protect existing watermain.
[CSWPPP; Pg 8 of 14]
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See Document Markup
Callout to protect existing infrastructure (sewer and signal).
[CSWPPP; Pg 8 of 14]
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See Document Markup
Coordinate this sheet with the TESC Plan in the CFG set.
[CSWPPP; Pg 8 of 14]
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See Document Markup
Verify callout...don't believe there is an inlet at this location.
[CSWPPP; Pg 8 of 14]
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See Document Markup
Verify-1/C3?
[CSWPPP; Pg 8 of 14]
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See Document Markup
Sediment pond calculations are provided, but no pond is shown. If a sediment pond is to be used, provide the following information:
Pond Contours // Top of Berm Elev. // Bottom Elev // Bottom Area // Surface Area Req'd // Surface Area Provided // Location of the TESC Riser // Size of Riser // Riser Orifice Size // Inlets and Outlets to Facility including protection // Baffle location and dimensions.
[CSWPPP; Pg 8 of 14]
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See Document Markup
Clarify-This is an existing storm facility serving properties to the south. In addition, the storm facility is currently being regulated as a critical area due to the offsite stream that has breached the pond berm and runs through the facility. Provide more information on how this storm facility will continue to function and the stream protected during the CFG operations.
[CSWPPP; Pg 8 of 14]
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See Document Markup
Clarify-Baker Tanks are discharging to the existing flow control structure serving properties to the south. Not sure how that works.
[CSWPPP; Pg 8 of 14]
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See Document Markup
Callout to protect existing storm drain associated with the storm facility serving properties to the south.
[CSWPPP; Pg 8 of 14]
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See Document Markup
How is this outlet protected during the CFG operations?
[CSWPPP; Pg 8 of 14]
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See Document Markup
Provide Construction Sequence per CS 501.6.
[CSWPPP; Pg 8 of 14]
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See Document Markup
Include the City's 'Grading, Erosion and Sedimentation Control Plan Notes' per CS Section 505.
[CSWPPP; Pg 8 of 14]
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See Document Markup
Provide filter sock detail also.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Callout to preserve and protect existing drainage ditch (a regulated stream) during the CFG operations.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Delineate and callout the floodplain in accordance with the LOMR dated September 8, 2022. Any work within the designated floodplain shall comply with the requirements of PMC 21.07, particularly the compensatory storage and habitat assessment provisions.
[CSWPPP; Pg 8 of 14]
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See Document Markup
Provide sizing calculations for the proposed interceptor swale(s).
[CSWPPP; Pg 9 of 14]
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See Document Markup
Ecology has changed the criteria for sizing sediment ponds and traps in the 2019 manual. Resize the TESC pond using either the new 2019 Ecology criteria or the unmitigated post-developed flow rate ("inflow") from a continuous simulation model. Since this facility will discharge to the regulated stream along Pioneer, use the 10yr event.
[CSWPPP; Pg 10 of 14]
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See Document Markup
If Baker Tanks are/will be used, provide supporting calculations for the sizing and number of tanks using the design criteria noted above.
[CSWPPP; Pg 10 of 14]
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See Document Markup
Callout riser diameter; orifice diameter; outlet pipe size, mat'l, and slope; pipe IE; emergency spillway elev.
[CSWPPP; Pg 13 of 14]
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See Document Markup
Callout and show staff guage.
[CSWPPP; Pg 13 of 14]
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See Document Markup
Locate approval block in upper right-hand corner, all sheets, per CS Section 2.1.
[Plans C-1; Pg 1 of 25]
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See Document Markup
Place North arrow correctly.
[Plans C-1; Pg 1 of 25]
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See Document Markup
Locate Vicinity Map in lower right-hand corner per CS Section 2.1.
[Plans C-1; Pg 1 of 25]
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See Document Markup
Locate address below Vicinity Map and add an abbreviated legal description below the title (1/4-section, Sec., Twp., Rng.)
[Plans C-1; Pg 1 of 25]
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See Document Markup
Augment the Construction Sequence-See example.
[Plans C-1; Pg 1 of 25]
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See Document Markup
Verify recording number.
[Plans C-1; Pg 1 of 25]
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See Document Markup
RM-20.
[Plans C-1; Pg 1 of 25]
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See Document Markup
Add the following notes to this sheet:
-“At any time during construction it is determined by the City that mud and debris are being tracked onto public streets with insufficient cleanup, all work shall cease on the project until this condition is corrected. The contractor and/or the owner shall immediately take all steps necessary to prevent future tracking of mud and debris into the public ROW, which may include the installation of a wheel wash facility on-site.”
-“Contractor shall designate a Washington Department of Ecology certified erosion and sediment control leadperson, and shall comply with the Stormwater Pollution Prevention Plan (SWPPP) prepared for this project.”
-“Sediment-laden runoff shall not be allowed to discharge beyond the construction limits in accordance with the Project’s NPDES General Stormwater Permit.”
-“Any permanent infiltration system shall not be utilized for TESC runoff. Connect infiltration system to the upstream stormwater conveyance only after construction is complete and site is stabilized and paved.”
[Plans C-1; Pg 1 of 25]
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See Document Markup
Per City Standards 502.1, provide cross-sections at 200-ft spacing and extend 30-ft minimum beyond property limits. Callout setback distance between fill and property lines.
[Plans C-1; Pg 1 of 25]
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See Document Markup
Callout earthwork quantities (cut/fill).
[Plans C-1; Pg 1 of 25]
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See Document Markup
See Civil application PRCCP20230970 for review comments associated with the stormwater report. Incorporate those comments into the CFG design as appropriate.
[Plans C-1; Pg 1 of 25]
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See Document Markup
Provide filter sock detail also.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Clarify- Silt Fence and Grading Limits are shown being located through an existing stormwater facility serving properties to the south. In addition, the storm facility is currently being regulated as a critical area due to the offsite stream that runs through the facility. Provide more information on how this storm facility will be protected, continue to function, and be restored to its original design criteria during the CFG operations.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Callout to protect existing storm drain associated with the storm facility serving properties to the south.
[Plans C-2; Pg 2 of 25]
|
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|
See Document Markup
How is this outlet protected during the CFG operations?
[Plans C-2; Pg 2 of 25]
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See Document Markup
Coordinate this sheet with the TESC Plan in the CSWPP.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Identify the critical area buffer setback(s). Callout construction fencing along the setback line.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Place North arrow correctly.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Verify-interceptor swale thru the middle of the construction entrance?
[Plans C-2; Pg 2 of 25]
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See Document Markup
Callout interceptor swale(s). Callout max slope or provide spot elevations at 100ft intervals.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Verify leader location.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Verify leader location.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Verify-Area 2.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Callout to protect existing storm conveyance system.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Provide minimum 5-ft setback between toe of fill slope and any critical area buffer (CS 502.6).
[Plans C-2; Pg 2 of 25]
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See Document Markup
Callout to protect existing watermain.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Specify dispersion pads where the interceptor ditches enter the sediment pond (material requirements, pad dimensions including thickness).
[Plans C-2; Pg 2 of 25]
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See Document Markup
Callout the following sediment pond information:
Pond Contours // Top of Berm Elev. // Bottom Elev // Bottom Area // Surface Area Req'd // Surface Area Provided // Side Slopes // Location of the TESC Riser // Size of Riser // Riser Orifice Size // Inlets and Outlets to Facility including protection // Baffle location and dimensions.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Callout to protect existing infrastructure (sewer and signal).
[Plans C-2; Pg 2 of 25]
|
|
|
See Document Markup
Callout interceptor swale(s). Callout max slope or provide spot elevations at 100ft intervals.
[Plans C-2; Pg 2 of 25]
|
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|
See Document Markup
Ensure no ponding along adjacent properties as a result of fill. (Typical) (May need to provide a storm conveyance system to collect ponded water)
[Plans C-2; Pg 2 of 25]
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See Document Markup
Keep filling operations within the limits of the property. Min. 2ft setback unless critical area, then 5ft to critical area buffer. (Typ)
[Plans C-2; Pg 2 of 25]
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See Document Markup
Verify leader location.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Locate approval block in upper right-hand corner.
[Plans C-2; Pg 2 of 25]
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See Document Markup
See Sht C-1 comments.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Clearly show and callout the property lines (Typ).
[Plans C-2; Pg 2 of 25]
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See Document Markup
Callout to preserve and protect existing drainage ditch (a regulated stream) during the CFG operations.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Callout the release point and outfall for the TESC pond. Also show the emergency overflow location. [Plans C-2; Pg 2 of 25]
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See Document Markup
Per Ecology, pond should be broken into equivalent cells.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Delineate and callout the floodplain in accordance with the LOMR dated September 8, 2022. Any work within the designated floodplain shall comply with the requirements of PMC 21.07, particularly the compensatory storage and habitat assessment provisions.
[Plans C-2; Pg 2 of 25]
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See Document Markup
Incorporate comments noted on Sht C-2.
[Plans C-3; Pg 3 of 25]
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See Document Markup
Place North arrow correctly.
[Plans C-3; Pg 3 of 25]
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See Document Markup
Callout and show check dams.
[Plans C-3; Pg 3 of 25]
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See Document Markup
Proposed contours should be dark.
[Plans C-3; Pg 3 of 25]
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See Document Markup
Existing contours should be light.
[Plans C-3; Pg 3 of 25]
|
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See Document Markup
Existing contours should be light.
[Plans C-3; Pg 3 of 25]
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See Document Markup
Existing contours should be light.
[Plans C-3; Pg 3 of 25]
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See Document Markup
Readability.
[Plans C-3; Pg 3 of 25]
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See Document Markup
Ensure no ponding along adjacent properties as a result of fill. (Typical) (May need to provide a storm conveyance system to collect ponded water)
[Plans C-3; Pg 3 of 25]
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See Document Markup
Callout to protect existing water main.
[Plans C-3; Pg 3 of 25]
|
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See Document Markup
Callout to protect existing infrastructure (sewer and signal).
[Plans C-3; Pg 3 of 25]
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See Document Markup
Place North arrow correctly.
[Plans C-4; Pg 4 of 25]
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See Document Markup
Incorporate comments noted on Sht C-2.
[Plans C-4; Pg 4 of 25]
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See Document Markup
Callout conveyance between TESC pond and discharge location (size, material, slope, length, etc).
[Plans C-4; Pg 4 of 25]
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See Document Markup
If tanks to be used, WQ and Flow Control calculations must be included in CSWPPP.
[Plans C-4; Pg 4 of 25]
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See Document Markup
Clarify.
[Plans C-4; Pg 4 of 25]
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See Document Markup
Please provide TESC Pond specifics noted on Sht C-2 on this sheet also.
[Plans C-4; Pg 4 of 25]
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See Document Markup
Callout dispersion Pad.
[Plans C-4; Pg 4 of 25]
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See Document Markup
Add: "at top of riser".
[Plans C-4; Pg 4 of 25]
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See Document Markup
Callout to protect existing infrastructure (sewer and signal).
[Plans C-4; Pg 4 of 25]
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See Document Markup
Callout to protect existing water main.
[Plans C-4; Pg 4 of 25]
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See Document Markup
Show critical area setback and callout construction protective fencing.
[Plans C-4; Pg 4 of 25]
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See Document Markup
Indicate Emergency Overflow location.
[Plans C-4; Pg 4 of 25]
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See Document Markup
Place North arrow correctly.
[Plans C-5; Pg 5 of 25]
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See Document Markup
Incorporate comments noted on Sht C-2.
[Plans C-5; Pg 5 of 25]
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See Document Markup
Clarify-Is this an existing contour callout or proposed?
[Plans C-5; Pg 5 of 25]
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See Document Markup
Callout existing contour elevations. (Typ)
[Plans C-5; Pg 5 of 25]
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See Document Markup
Callout and show check dams.
[Plans C-5; Pg 5 of 25]
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See Document Markup
Callout proposed contour elevations.
[Plans C-5; Pg 5 of 25]
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See Document Markup
Show critical area setback and callout construction protective fencing.
[Plans C-5; Pg 5 of 25]
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See Document Markup
Place North arrow correctly.
[Plans C-6; Pg 6 of 25]
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See Document Markup
Incorporate comments noted on Sht C-2.
[Plans C-6; Pg 6 of 25]
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See Document Markup
Verify- C20-C25?
[Plans C-6; Pg 6 of 25]
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See Document Markup
Callout and show check dams.
[Plans C-6; Pg 6 of 25]
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See Document Markup
Show existing storm facility serving properties to the south. Callout setback to the facility and construction protective fencing.
[Plans C-6; Pg 6 of 25]
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See Document Markup
Show and callout to protect existing storm conveyance system.
[Plans C-6; Pg 6 of 25]
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See Document Markup
Provide interceptor swale detail with callouts.
[Plans C-7; Pg 7 of 25]
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See Document Markup
Add City Standard General Notes per CS Section 2.4.
[Plans C-7; Pg 7 of 25]
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See Document Markup
Include the City's 'Grading, Erosion and Sedimentation Control Plan Notes' per CS Section 505
[Plans C-7; Pg 7 of 25]
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See Document Markup
Callout interceptor swale check dam spacing and provide detail with callouts.
[Plans C-7; Pg 7 of 25]
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See Document Markup
Include the following City Standard Details in the CSWPPP:
02.03.02 // 05.01.01 // 05.02.01.
[Plans C-7; Pg 7 of 25]
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See Document Markup
Please incorporate the information contained on this generic detail into the proposed TESC pond specific to the project. (Also, see comments Sht C-2).
[Plans C-7; Pg 7 of 25]
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See Document Markup
Verify - C-7?
[Plans C-7; Pg 7 of 25]
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See Document Markup
Due to high groundwater, provide a manufactured synthetic liner to prevent groundwater intrusion into the detention facilities. Callout the synthetic liner requirements and show on the RTank details. In addition, provide buoyancy verification (calculations and/or certification letter).
[Plans Sht C-8; Pg 8 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-8; Pg 8 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-9; Pg 9 of 25]
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See Document Markup
Use impermeable synthetic liner.
[Plans C-9; Pg 9 of 25]
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See Document Markup
To be verified thru the Civil application.
[Plans C-9; Pg 9 of 25]
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See Document Markup
To be verified thru the Civil application.
[Plans C-10; Pg 10 of 25]
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See Document Markup
Use impermeable synthetic liner.
[Plans C-10; Pg 10 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-10; Pg 10 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-11; Pg 11 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-12; Pg 12 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-13; Pg 13 of 25]
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See Document Markup
Verify - C-14?
[Plans C-14; Pg 14 of 25]
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See Document Markup
Due to high groundwater, provide a manufactured synthetic liner to prevent groundwater intrusion into the detention facilities. Callout the synthetic liner requirements and show on the RTank details. In addition, provide buoyancy verification (calculations and/or certification letter).
[Plans Sht C-14; Pg 14 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-14; Pg 14 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-15; Pg 15 of 25]
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See Document Markup
Use impermeable synthetic liner.
[Plans C-15; Pg 15 of 25]
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See Document Markup
To be verified thru the Civil application.
[Plans C-15; Pg 15 of 25]
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See Document Markup
To be verified thru the Civil application.
[Plans C-16; Pg 16 of 25]
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See Document Markup
Use impermeable synthetic liner.
[Plans C-16; Pg 16 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-16; Pg 16 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-17 Pg 17 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-18; Pg 18 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-19; Pg 19 of 25]
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See Document Markup
Due to high groundwater, provide a manufactured synthetic liner to prevent groundwater intrusion into the detention facilities. Callout the synthetic liner requirements and show on the RTank details. In addition, provide buoyancy verification (calculations and/or certification letter).
[Plans Sht C-20; Pg 20 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-20; Pg 20 of 25]
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See Document Markup
Verify - C-21?
[Plans C-21; Pg 21 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-21; Pg 21 of 25]
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See Document Markup
Use impermeable synthetic liner.
[Plans C-21; Pg 21 of 25]
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See Document Markup
To be verified thru the Civil application.
[Plans C-21; Pg 21 of 25]
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See Document Markup
To be verified thru the Civil application.
[Plans C-22; Pg 22 of 25]
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See Document Markup
Use impermeable synthetic liner.
[Plans C-22; Pg 22 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-22; Pg 22 of 25]
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See Document Markup
Verify - C-23?
[Plans C-23; Pg 23 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-23 Pg 23 of 25]
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See Document Markup
Use abbreviated legal description in title.
[Plans C-25 Pg 25 of 25]
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Public Works Collection Review
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Approved
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08/15/2023
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07/11/2023
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Fire Review
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Approved
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08/15/2023
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07/11/2023
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Public Works Water Review
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Approved
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08/15/2023
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07/10/2023
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