CITY OF PUYALLUP PERMITTING PORTAL

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Correct label to read "Approximate 0.2 PCT X-shaded floodplain zone." [Site plan, sheet A1.1]

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The City strongly suggests relocating the existing water and sewer lines to accommodate the new location the proposed garage so as to avoid conflict. If the applicant does not elect to relocate the service lines, depict and label how the services will be protected in place and sleeved for future replacement. Correct the labels and configurations of each service connection from the service tie-ins to the proposed garage. Depict and label the location of all new sewer cleanouts. [Site plan, sheet A1.1]

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The City does not authorize or permit the property owner to use the driveway 3' west of the property line as labeled on the plans as ingress/egress for tax parcel 3055000470. The property owner shall not encroach on the neighboring property without a recorded ingress/egress easement. The REVOCABLE LICENSE FOR DRIVEWAY ENCROACHMENT granted by James F. & Georga A. Prossick to Leland F. & Carrie Ann Boulet per AFN 200407200362 is no longer effective. As soon as the property was sold to the new owner, the permission granted by the license ceased to have any effect and does not run with the land. Please remove or strikeout this label from the site plan. [Site plan, sheet A1.1]

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Clearly label and depict the boundaries of new and existing portions of the concrete and gravel driveways. [Site plan, sheet A1.1]

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Water meter location conflicts with location on approved building permit B-21-0070 site plan. Meter boxes may be offset up to two feet from the original location. If a meter box must be relocated more than 2 feet from the original location, the service lateral shall be removed and a new service installed in accordance with City standards. If the water meter and service needs to be relocated, the property owner and/or developer shall relocate the water service at their own expense. Please indicate on the plans whether the water meter box will remain unchanged, be relocated within 2 feet (at owner's expense), or if the existing water service will be removed and new service installed. [Site plan, sheet A1.1]

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Existing sewer service no longer conflicts with the new location of garage and may remain unchanged. Existing sewer service must match the location depicted on the approved building permit B-21-0070 site plan. [Site plan, sheet A1.1]

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Install sanitary sewer clean outs on each end of side sewer for the proposed garage. Install one at the building and the other at upstream of the wye connection to existing side sewer line.

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Depict the water and sanitary sewer connections from the existing service lines to the proposed garage. [Site plan, sheet A1.1]

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The approximate edge of flood zone is inaccurately depicted. The AE flood zone of the 2017 regulated floodplain is north of the existing house and approximately 145-feet south of the northern property line. Revise the site plan to accurately depict the edge of the AE flood zone. [Site Plan, sheet A1.1]

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Depict the location of the new backflow protection device required for the water service as conditioned on permit B-21-0070. [Site plan, sheet A1.1]

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The driveway shall not encroach on the neighboring property without a recorded ingress/egress easement. Provide a copy of the recorded easement or relocate the location of the driveway. [Site plan, sheet A1.1]

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If the existing gravel driveway is required to be paved to comply with PMC 20.55.055, as determined by the Planning Reviewer, the project will exceed 2,000 square feet of new or replaced hard surface. The City adopted the Department of Ecology 2019 Stormwater Management Manual for Western Washington which requires mitigation and site-specific stormwater testing for projects that add or replace 2,000 square feet or more of hard surface area. Your project will require a small-scale Pilot Infiltration Test (PIT) or a falling head percolation test per City Infill Policy ENG 17-04 to determine site specific infiltration testing. The project will also require single-day groundwater monitoring completed by a licensed professional to determine the best management practices to mitigate stormwater runoff, or the installation of a redundant stormwater system. A Development Engineer will be assigned to do a stormwater review of your project. Alternatively, you may revise your scope and plans to propose less than 2,000 square feet of new plus replaced hard surface area so that point testing and mitigation are not required. Please visit the City website for more information on Stormwater Worksheets for Single Family Homes. Revise the site plan accordingly. [Site plan, sheet A1.1]

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Correct label to read "Approximate 0.2 PCT X-shaded floodplain zone." [Site plan, sheet A1.1]

See Document Markup

The City strongly suggests relocating the existing water and sewer lines to accommodate the new location the proposed garage so as to avoid conflict. If the applicant does not elect to relocate the service lines, depict and label how the services will be protected in place and sleeved for future replacement. Correct the labels and configurations of each service connection from the service tie-ins to the proposed garage. Depict and label the location of all new sewer cleanouts. [Site plan, sheet A1.1]

See Document Markup

The City does not authorize or permit the property owner to use the driveway 3' west of the property line as labeled on the plans as ingress/egress for tax parcel 3055000470. The property owner shall not encroach on the neighboring property without a recorded ingress/egress easement. The REVOCABLE LICENSE FOR DRIVEWAY ENCROACHMENT granted by James F. & Georga A. Prossick to Leland F. & Carrie Ann Boulet per AFN 200407200362 is no longer effective. As soon as the property was sold to the new owner, the permission granted by the license ceased to have any effect and does not run with the land. Please remove or strikeout this label from the site plan. [Site plan, sheet A1.1]

See Document Markup

Clearly label and depict the boundaries of new and existing portions of the concrete and gravel driveways. [Site plan, sheet A1.1]

See Document Markup

Depict the water and sanitary sewer connections from the existing service lines to the proposed garage. [Site plan, sheet A1.1]

See Document Markup

The approximate edge of flood zone is inaccurately depicted. The AE flood zone of the 2017 regulated floodplain is north of the existing house and approximately 145-feet south of the northern property line. Revise the site plan to accurately depict the edge of the AE flood zone. [Site Plan, sheet A1.1]

See Document Markup

Depict the location of the new backflow protection device required for the water service as conditioned on permit B-21-0070. [Site plan, sheet A1.1]

See Document Markup

The driveway shall not encroach on the neighboring property without a recorded ingress/egress easement. Provide a copy of the recorded easement or relocate the location of the driveway. [Site plan, sheet A1.1]

See Document Markup

If the existing gravel driveway is required to be paved to comply with PMC 20.55.055, as determined by the Planning Reviewer, the project will exceed 2,000 square feet of new or replaced hard surface. The City adopted the Department of Ecology 2019 Stormwater Management Manual for Western Washington which requires mitigation and site-specific stormwater testing for projects that add or replace 2,000 square feet or more of hard surface area. Your project will require a small-scale Pilot Infiltration Test (PIT) or a falling head percolation test per City Infill Policy ENG 17-04 to determine site specific infiltration testing. The project will also require single-day groundwater monitoring completed by a licensed professional to determine the best management practices to mitigate stormwater runoff, or the installation of a redundant stormwater system. A Development Engineer will be assigned to do a stormwater review of your project. Alternatively, you may revise your scope and plans to propose less than 2,000 square feet of new plus replaced hard surface area so that point testing and mitigation are not required. Please visit the City website for more information on Stormwater Worksheets for Single Family Homes. Revise the site plan accordingly. [Site plan, sheet A1.1]