Stormwater Advisory List
Stormwater advisory listed properties.
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III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'EXISTING SITE CONDITIONS: Existing drainage ditch, pipe, box culvert, pond, or other drainage feature  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'EXISTING SITE CONDITIONS: Adjacent property or street drains to site  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'EXISTING SITE CONDITIONS: Adjacent property or street drains to site  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'EXISTING SITE CONDITIONS: Runoff from site contributes to drainage problem downstream  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'EXISTING SITE CONDITIONS: Runoff from site contributes to drainage problem downstream  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'EXISTING SITE CONDITIONS: Sinkhole in vicinity  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'EXISTING SITE CONDITIONS: Sinkhole in vicinity  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'FLOOD PRONE AREA: Known flooding of existing lot, structure and/or street  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'FLOOD PRONE AREA: Known flooding of existing lot, structure and/or street  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'FLOOD PRONE AREA: Recorded flood elevation available  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'FLOOD PRONE AREA: Recorded flood elevation available  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'FLOOD PRONE AREA: Property experiences nuisance ponding  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'FLOOD PRONE AREA: Property experiences nuisance ponding  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'FLOOD PRONE AREA: Receiving drainage system inadequate  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'FLOOD PRONE AREA: Receiving drainage system inadequate  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Public Drainage Easement or Right-of-Way may be needed for drainage ditch, pipe and/or box culvert  [Sect. III.N of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Public Drainage Easement or Right-of-Way may be needed for drainage ditch, pipe and/or box culvert  [Sect. III.N of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Existing Drainage Easement located onsite or adjacent to site  [Sect. III.K.1 of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Existing Drainage Easement located onsite or adjacent to site  [Sect. III.K.1 of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Existing structure encroaches into Drainage Easement or Right-of-Way  [Sect. III.K.1 of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Existing structure encroaches into Drainage Easement or Right-of-Way  [Sect. III.K.1 of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: New Public Drainage Easement required over vacated Right-of-Way  [Sect. III.N of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: New Public Drainage Easement required over vacated Right-of-Way  [Sect. III.N of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Design Waiver granted for finished floor elevation  [Sect. III.B of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Design Waiver granted for finished floor elevation  [Sect. III.B of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Hold Harmless Agreement may be required because of flooding potential  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Hold Harmless Agreement may be required because of flooding potential  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Potential future City stormwater pond location  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Potential future City stormwater pond location  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: No credit for existing impervious for redevelopment detention purposes  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: No credit for existing impervious for redevelopment detention purposes  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Any proposed fill below crown of road must be compensated  [Sects. III.D.1 and III.D.4 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Any proposed fill below crown of road must be compensated  [Sects. III.D.1 and III.D.4 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Elevated floor elevation will be required for new building construction  [Sect. III.B of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Elevated floor elevation will be required for new building construction  [Sect. III.B of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Equivalent storage will be required to compensate for filling of flood prone areas  [Sect. III.D.4 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Equivalent storage will be required to compensate for filling of flood prone areas  [Sect. III.D.4 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Future development requires 5-year/25-year storage  [Sects. III.D.1 and IV.C.2.b.i of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Future development requires 5-year/25-year storage  [Sects. III.D.1 and IV.C.2.b.i of the Stormwater Technical Standards Manual]'}, {'name': "DEVELOPMENT CONSIDERATIONS: Future development requires 50-year storage if no 'Positive Outfall' to City system  [Sect. IV.C.2.b.ii of the Stormwater Technical Standards Manual]", 'code': "DEVELOPMENT CONSIDERATIONS: Future development requires 50-year storage if no 'Positive Outfall' to City system  [Sect. IV.C.2.b.ii of the Stormwater Technical Standards Manual]"}, {'name': "DEVELOPMENT CONSIDERATIONS: Future development requires 100-year storage for any discharge to 'Volume Sensitive' basin  [Sects. III.D.1 and IV.C.2.b.iii of the Stormwater Technical Manual]", 'code': "DEVELOPMENT CONSIDERATIONS: Future development requires 100-year storage for any discharge to 'Volume Sensitive' basin  [Sects. III.D.1 and IV.C.2.b.iii of the Stormwater Technical Manual]"}, {'name': 'DEVELOPMENT CONSIDERATIONS: Future development requires retention of the 50-year post-development storm and will be limited to the 5-year pre-development discharge rate [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Future development requires retention of the 50-year post-development storm and will be limited to the 5-year pre-development discharge rate [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Future driveway will cross an existing box culvert (driveway will require design by structural engineer  [Sect. III.D.1 Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Future driveway will cross an existing box culvert (driveway will require design by structural engineer  [Sect. III.D.1 Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: No new garages allowed  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: No new garages allowed  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: No stormwater design credit for existing onsite impervious areas  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: No stormwater design credit for existing onsite impervious areas  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Property drains to a roadway that has special street drainage design requirements [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Property drains to a roadway that has special street drainage design requirements [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Requires 915 cubic feet of retention onsite for typical single family home  [Sects. III.D.1 and III.D.4 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Requires 915 cubic feet of retention onsite for typical single family home  [Sects. III.D.1 and III.D.4 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Geotechnical report required prior to future development [Sect. IV.C.11 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Geotechnical report required prior to future development [Sect. IV.C.11 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Lot must be graded to street  [Sect. III.C.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Lot must be graded to street  [Sect. III.C.1 of the Stormwater Technical Standards Manual]'}], 'mergePolicy': 'esriMPTDefaultValue', 'splitPolicy': 'esriSPTDefaultValue'}}, {'name': 'SWCOMMENTS2', 'type': 'esriFieldTypeString', 'alias': 'SW-Comments-2', 'length': 300, 'domain': {'type': 'codedValue', 'name': 'StormwaterAdvisoryComments', 'description': 'Stormwater Advisory Comments', 'codedValues': [{'name': 'EXISTING SITE CONDITIONS: Existing drainage ditch, pipe, box culvert, pond, or other drainage feature  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'EXISTING SITE CONDITIONS: Existing drainage ditch, pipe, box culvert, pond, or other drainage feature  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'EXISTING SITE CONDITIONS: Adjacent property or street drains to site  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'EXISTING SITE CONDITIONS: Adjacent property or street drains to site  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'EXISTING SITE CONDITIONS: Runoff from site contributes to drainage problem downstream  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'EXISTING SITE CONDITIONS: Runoff from site contributes to drainage problem downstream  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'EXISTING SITE CONDITIONS: Sinkhole in vicinity  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'EXISTING SITE CONDITIONS: Sinkhole in vicinity  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'FLOOD PRONE AREA: Known flooding of existing lot, structure and/or street  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'FLOOD PRONE AREA: Known flooding of existing lot, structure and/or street  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'FLOOD PRONE AREA: Recorded flood elevation available  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'FLOOD PRONE AREA: Recorded flood elevation available  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'FLOOD PRONE AREA: Property experiences nuisance ponding  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'FLOOD PRONE AREA: Property experiences nuisance ponding  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'FLOOD PRONE AREA: Receiving drainage system inadequate  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'FLOOD PRONE AREA: Receiving drainage system inadequate  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Public Drainage Easement or Right-of-Way may be needed for drainage ditch, pipe and/or box culvert  [Sect. III.N of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Public Drainage Easement or Right-of-Way may be needed for drainage ditch, pipe and/or box culvert  [Sect. III.N of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Existing Drainage Easement located onsite or adjacent to site  [Sect. III.K.1 of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Existing Drainage Easement located onsite or adjacent to site  [Sect. III.K.1 of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Existing structure encroaches into Drainage Easement or Right-of-Way  [Sect. III.K.1 of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Existing structure encroaches into Drainage Easement or Right-of-Way  [Sect. III.K.1 of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: New Public Drainage Easement required over vacated Right-of-Way  [Sect. III.N of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: New Public Drainage Easement required over vacated Right-of-Way  [Sect. III.N of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Design Waiver granted for finished floor elevation  [Sect. III.B of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Design Waiver granted for finished floor elevation  [Sect. III.B of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Hold Harmless Agreement may be required because of flooding potential  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Hold Harmless Agreement may be required because of flooding potential  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Potential future City stormwater pond location  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Potential future City stormwater pond location  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: No credit for existing impervious for redevelopment detention purposes  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: No credit for existing impervious for redevelopment detention purposes  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Any proposed fill below crown of road must be compensated  [Sects. III.D.1 and III.D.4 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Any proposed fill below crown of road must be compensated  [Sects. III.D.1 and III.D.4 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Elevated floor elevation will be required for new building construction  [Sect. III.B of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Elevated floor elevation will be required for new building construction  [Sect. III.B of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Equivalent storage will be required to compensate for filling of flood prone areas  [Sect. III.D.4 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Equivalent storage will be required to compensate for filling of flood prone areas  [Sect. III.D.4 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Future development requires 5-year/25-year storage  [Sects. III.D.1 and IV.C.2.b.i of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Future development requires 5-year/25-year storage  [Sects. III.D.1 and IV.C.2.b.i of the Stormwater Technical Standards Manual]'}, {'name': "DEVELOPMENT CONSIDERATIONS: Future development requires 50-year storage if no 'Positive Outfall' to City system  [Sect. IV.C.2.b.ii of the Stormwater Technical Standards Manual]", 'code': "DEVELOPMENT CONSIDERATIONS: Future development requires 50-year storage if no 'Positive Outfall' to City system  [Sect. IV.C.2.b.ii of the Stormwater Technical Standards Manual]"}, {'name': "DEVELOPMENT CONSIDERATIONS: Future development requires 100-year storage for any discharge to 'Volume Sensitive' basin  [Sects. III.D.1 and IV.C.2.b.iii of the Stormwater Technical Manual]", 'code': "DEVELOPMENT CONSIDERATIONS: Future development requires 100-year storage for any discharge to 'Volume Sensitive' basin  [Sects. III.D.1 and IV.C.2.b.iii of the Stormwater Technical Manual]"}, {'name': 'DEVELOPMENT CONSIDERATIONS: Future development requires retention of the 50-year post-development storm and will be limited to the 5-year pre-development discharge rate [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Future development requires retention of the 50-year post-development storm and will be limited to the 5-year pre-development discharge rate [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Future driveway will cross an existing box culvert (driveway will require design by structural engineer  [Sect. III.D.1 Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Future driveway will cross an existing box culvert (driveway will require design by structural engineer  [Sect. III.D.1 Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: No new garages allowed  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: No new garages allowed  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: No stormwater design credit for existing onsite impervious areas  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: No stormwater design credit for existing onsite impervious areas  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Property drains to a roadway that has special street drainage design requirements [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Property drains to a roadway that has special street drainage design requirements [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Requires 915 cubic feet of retention onsite for typical single family home  [Sects. III.D.1 and III.D.4 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Requires 915 cubic feet of retention onsite for typical single family home  [Sects. III.D.1 and III.D.4 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Geotechnical report required prior to future development [Sect. IV.C.11 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Geotechnical report required prior to future development [Sect. IV.C.11 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Lot must be graded to street  [Sect. III.C.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Lot must be graded to street  [Sect. III.C.1 of the Stormwater Technical Standards Manual]'}], 'mergePolicy': 'esriMPTDefaultValue', 'splitPolicy': 'esriSPTDefaultValue'}}, {'name': 'SWCOMMENTS3', 'type': 'esriFieldTypeString', 'alias': 'SW-Comments-3', 'length': 300, 'domain': {'type': 'codedValue', 'name': 'StormwaterAdvisoryComments', 'description': 'Stormwater Advisory Comments', 'codedValues': [{'name': 'EXISTING SITE CONDITIONS: Existing drainage ditch, pipe, box culvert, pond, or other drainage feature  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'EXISTING SITE CONDITIONS: Existing drainage ditch, pipe, box culvert, pond, or other drainage feature  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'EXISTING SITE CONDITIONS: Adjacent property or street drains to site  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'EXISTING SITE CONDITIONS: Adjacent property or street drains to site  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'EXISTING SITE CONDITIONS: Runoff from site contributes to drainage problem downstream  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'EXISTING SITE CONDITIONS: Runoff from site contributes to drainage problem downstream  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'EXISTING SITE CONDITIONS: Sinkhole in vicinity  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'EXISTING SITE CONDITIONS: Sinkhole in vicinity  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'FLOOD PRONE AREA: Known flooding of existing lot, structure and/or street  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'FLOOD PRONE AREA: Known flooding of existing lot, structure and/or street  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'FLOOD PRONE AREA: Recorded flood elevation available  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'FLOOD PRONE AREA: Recorded flood elevation available  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'FLOOD PRONE AREA: Property experiences nuisance ponding  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'FLOOD PRONE AREA: Property experiences nuisance ponding  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'FLOOD PRONE AREA: Receiving drainage system inadequate  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'FLOOD PRONE AREA: Receiving drainage system inadequate  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Public Drainage Easement or Right-of-Way may be needed for drainage ditch, pipe and/or box culvert  [Sect. III.N of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Public Drainage Easement or Right-of-Way may be needed for drainage ditch, pipe and/or box culvert  [Sect. III.N of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Existing Drainage Easement located onsite or adjacent to site  [Sect. III.K.1 of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Existing Drainage Easement located onsite or adjacent to site  [Sect. III.K.1 of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Existing structure encroaches into Drainage Easement or Right-of-Way  [Sect. III.K.1 of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Existing structure encroaches into Drainage Easement or Right-of-Way  [Sect. III.K.1 of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: New Public Drainage Easement required over vacated Right-of-Way  [Sect. III.N of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: New Public Drainage Easement required over vacated Right-of-Way  [Sect. III.N of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Design Waiver granted for finished floor elevation  [Sect. III.B of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Design Waiver granted for finished floor elevation  [Sect. III.B of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Hold Harmless Agreement may be required because of flooding potential  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Hold Harmless Agreement may be required because of flooding potential  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Potential future City stormwater pond location  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Potential future City stormwater pond location  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: No credit for existing impervious for redevelopment detention purposes  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: No credit for existing impervious for redevelopment detention purposes  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Any proposed fill below crown of road must be compensated  [Sects. III.D.1 and III.D.4 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Any proposed fill below crown of road must be compensated  [Sects. III.D.1 and III.D.4 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Elevated floor elevation will be required for new building construction  [Sect. III.B of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Elevated floor elevation will be required for new building construction  [Sect. III.B of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Equivalent storage will be required to compensate for filling of flood prone areas  [Sect. III.D.4 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Equivalent storage will be required to compensate for filling of flood prone areas  [Sect. III.D.4 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Future development requires 5-year/25-year storage  [Sects. III.D.1 and IV.C.2.b.i of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Future development requires 5-year/25-year storage  [Sects. III.D.1 and IV.C.2.b.i of the Stormwater Technical Standards Manual]'}, {'name': "DEVELOPMENT CONSIDERATIONS: Future development requires 50-year storage if no 'Positive Outfall' to City system  [Sect. IV.C.2.b.ii of the Stormwater Technical Standards Manual]", 'code': "DEVELOPMENT CONSIDERATIONS: Future development requires 50-year storage if no 'Positive Outfall' to City system  [Sect. IV.C.2.b.ii of the Stormwater Technical Standards Manual]"}, {'name': "DEVELOPMENT CONSIDERATIONS: Future development requires 100-year storage for any discharge to 'Volume Sensitive' basin  [Sects. III.D.1 and IV.C.2.b.iii of the Stormwater Technical Manual]", 'code': "DEVELOPMENT CONSIDERATIONS: Future development requires 100-year storage for any discharge to 'Volume Sensitive' basin  [Sects. III.D.1 and IV.C.2.b.iii of the Stormwater Technical Manual]"}, {'name': 'DEVELOPMENT CONSIDERATIONS: Future development requires retention of the 50-year post-development storm and will be limited to the 5-year pre-development discharge rate [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Future development requires retention of the 50-year post-development storm and will be limited to the 5-year pre-development discharge rate [Sect. 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III.K.1 of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Existing structure encroaches into Drainage Easement or Right-of-Way  [Sect. III.K.1 of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Existing structure encroaches into Drainage Easement or Right-of-Way  [Sect. III.K.1 of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: New Public Drainage Easement required over vacated Right-of-Way  [Sect. III.N of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: New Public Drainage Easement required over vacated Right-of-Way  [Sect. III.N of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Design Waiver granted for finished floor elevation  [Sect. III.B of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Design Waiver granted for finished floor elevation  [Sect. 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III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Future driveway will cross an existing box culvert (driveway will require design by structural engineer  [Sect. III.D.1 Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Future driveway will cross an existing box culvert (driveway will require design by structural engineer  [Sect. III.D.1 Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: No new garages allowed  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: No new garages allowed  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: No stormwater design credit for existing onsite impervious areas  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: No stormwater design credit for existing onsite impervious areas  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Property drains to a roadway that has special street drainage design requirements [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Property drains to a roadway that has special street drainage design requirements [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Requires 915 cubic feet of retention onsite for typical single family home  [Sects. III.D.1 and III.D.4 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Requires 915 cubic feet of retention onsite for typical single family home  [Sects. III.D.1 and III.D.4 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Geotechnical report required prior to future development [Sect. IV.C.11 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Geotechnical report required prior to future development [Sect. IV.C.11 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Lot must be graded to street  [Sect. III.C.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Lot must be graded to street  [Sect. III.C.1 of the Stormwater Technical Standards Manual]'}], 'mergePolicy': 'esriMPTDefaultValue', 'splitPolicy': 'esriSPTDefaultValue'}}, {'name': 'SWCOMMENTS7', 'type': 'esriFieldTypeString', 'alias': 'SW-Comments-7', 'length': 300, 'domain': {'type': 'codedValue', 'name': 'StormwaterAdvisoryComments', 'description': 'Stormwater Advisory Comments', 'codedValues': [{'name': 'EXISTING SITE CONDITIONS: Existing drainage ditch, pipe, box culvert, pond, or other drainage feature  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'EXISTING SITE CONDITIONS: Existing drainage ditch, pipe, box culvert, pond, or other drainage feature  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'EXISTING SITE CONDITIONS: Adjacent property or street drains to site  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'EXISTING SITE CONDITIONS: Adjacent property or street drains to site  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'EXISTING SITE CONDITIONS: Runoff from site contributes to drainage problem downstream  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'EXISTING SITE CONDITIONS: Runoff from site contributes to drainage problem downstream  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'EXISTING SITE CONDITIONS: Sinkhole in vicinity  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'EXISTING SITE CONDITIONS: Sinkhole in vicinity  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'FLOOD PRONE AREA: Known flooding of existing lot, structure and/or street  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'FLOOD PRONE AREA: Known flooding of existing lot, structure and/or street  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'FLOOD PRONE AREA: Recorded flood elevation available  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'FLOOD PRONE AREA: Recorded flood elevation available  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'FLOOD PRONE AREA: Property experiences nuisance ponding  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'FLOOD PRONE AREA: Property experiences nuisance ponding  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'FLOOD PRONE AREA: Receiving drainage system inadequate  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'FLOOD PRONE AREA: Receiving drainage system inadequate  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Public Drainage Easement or Right-of-Way may be needed for drainage ditch, pipe and/or box culvert  [Sect. III.N of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Public Drainage Easement or Right-of-Way may be needed for drainage ditch, pipe and/or box culvert  [Sect. III.N of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Existing Drainage Easement located onsite or adjacent to site  [Sect. III.K.1 of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Existing Drainage Easement located onsite or adjacent to site  [Sect. III.K.1 of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Existing structure encroaches into Drainage Easement or Right-of-Way  [Sect. III.K.1 of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Existing structure encroaches into Drainage Easement or Right-of-Way  [Sect. III.K.1 of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: New Public Drainage Easement required over vacated Right-of-Way  [Sect. III.N of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: New Public Drainage Easement required over vacated Right-of-Way  [Sect. III.N of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Design Waiver granted for finished floor elevation  [Sect. III.B of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Design Waiver granted for finished floor elevation  [Sect. III.B of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Hold Harmless Agreement may be required because of flooding potential  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Hold Harmless Agreement may be required because of flooding potential  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'REAL ESTATE CONSIDERATIONS: Potential future City stormwater pond location  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'REAL ESTATE CONSIDERATIONS: Potential future City stormwater pond location  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: No credit for existing impervious for redevelopment detention purposes  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: No credit for existing impervious for redevelopment detention purposes  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Any proposed fill below crown of road must be compensated  [Sects. III.D.1 and III.D.4 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Any proposed fill below crown of road must be compensated  [Sects. III.D.1 and III.D.4 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Elevated floor elevation will be required for new building construction  [Sect. III.B of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Elevated floor elevation will be required for new building construction  [Sect. III.B of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Equivalent storage will be required to compensate for filling of flood prone areas  [Sect. III.D.4 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Equivalent storage will be required to compensate for filling of flood prone areas  [Sect. III.D.4 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Future development requires 5-year/25-year storage  [Sects. III.D.1 and IV.C.2.b.i of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Future development requires 5-year/25-year storage  [Sects. III.D.1 and IV.C.2.b.i of the Stormwater Technical Standards Manual]'}, {'name': "DEVELOPMENT CONSIDERATIONS: Future development requires 50-year storage if no 'Positive Outfall' to City system  [Sect. IV.C.2.b.ii of the Stormwater Technical Standards Manual]", 'code': "DEVELOPMENT CONSIDERATIONS: Future development requires 50-year storage if no 'Positive Outfall' to City system  [Sect. IV.C.2.b.ii of the Stormwater Technical Standards Manual]"}, {'name': "DEVELOPMENT CONSIDERATIONS: Future development requires 100-year storage for any discharge to 'Volume Sensitive' basin  [Sects. III.D.1 and IV.C.2.b.iii of the Stormwater Technical Manual]", 'code': "DEVELOPMENT CONSIDERATIONS: Future development requires 100-year storage for any discharge to 'Volume Sensitive' basin  [Sects. III.D.1 and IV.C.2.b.iii of the Stormwater Technical Manual]"}, {'name': 'DEVELOPMENT CONSIDERATIONS: Future development requires retention of the 50-year post-development storm and will be limited to the 5-year pre-development discharge rate [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Future development requires retention of the 50-year post-development storm and will be limited to the 5-year pre-development discharge rate [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Future driveway will cross an existing box culvert (driveway will require design by structural engineer  [Sect. III.D.1 Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Future driveway will cross an existing box culvert (driveway will require design by structural engineer  [Sect. III.D.1 Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: No new garages allowed  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: No new garages allowed  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: No stormwater design credit for existing onsite impervious areas  [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: No stormwater design credit for existing onsite impervious areas  [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Property drains to a roadway that has special street drainage design requirements [Sect. III.D.1 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Property drains to a roadway that has special street drainage design requirements [Sect. III.D.1 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Requires 915 cubic feet of retention onsite for typical single family home  [Sects. III.D.1 and III.D.4 of the Stormwater Technical Standards Manual]', 'code': 'DEVELOPMENT CONSIDERATIONS: Requires 915 cubic feet of retention onsite for typical single family home  [Sects. III.D.1 and III.D.4 of the Stormwater Technical Standards Manual]'}, {'name': 'DEVELOPMENT CONSIDERATIONS: Geotechnical report required prior to future development [Sect. 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