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HomeMy WebLinkAboutBLD2009-00192 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: JOHN G BELLOW ROXANNE HUDSON PO BOX 1015 CHIMACUM WA 98325-1015 DATE ISSUED: �q �3 ia00 R DATE EXPIRES: O MLA NUMBER: MLA09-00212 PROJECT PLANNER: Michelle Farfan PROJECT DESCRIPTION: LIVESTOCK BRIDGE AND SHORELINE EXEMPTION (SDP09-00049)AND FLOOD DEVELOPMENT PERMIT LIVESTOCK BRIDGE TO MEET AG BMP'S SHORELINE EXEMPTION FOR A LIVESTOCK BRIDGE AND FLOOD DEVELOPMENT PERMIT. PROJECT LOCATION: Parcel 901 112 040, Section11, Township 29N, Range 1W, WM, located at 820 Old Hadlock Rd, Chimacum 98328 CONDITIONS: 1.) A FLOOD ELEVATION CERTIFICATE PREPARED BY A QUALIFIED PROFESSIONAL MUST BE SUBMITTED TO JEFFERSON COUNTY PRIOR TO RECEIVING A BUILDING FINAL. THE FLOOD ELEVATION CERTIFICATE MUST DEMONSTRATE THAT THE LIVESTOCK BRIDGE IS AT LEAST ONE (1) FOOT ABOVE THE 100-YEAR FLOOD ELEVATION AND THAT THE BRIDGE HAS BEEN PROPERLY ANCHORED. 2.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 3.) In addition to Jefferson County permit conditions, the project proponent shall comply with all conditions set forth by the Washington Department of Fish and Wildlife through Hydraulic Project Approval. 4.) Prior to commencing development activity, the proponent is responsible for informing the US Army Corps of Engineers (COE) in order for COE to determine whether a Department of the Army permit or review is required. Generally, review is required for construction and dredging in or around navigable waters of the US and for work or fill in hydrologically connected wetlands. Contact the US Army Corps of Engineers, Seattle District Regulatory Branch, PO Box 3755, Seattle WA 98124, (206) 764-3495, for more information. 5.) Work within the jurisdiction of the Shoreline Master Program other than as described above shall receive separate review from this Department. 6.) All new construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage. 7.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. 8.) The building height is not to exceed 35 feet. FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code,all other applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The application was reviewed by the Jefferson County Department of Community Development staff on August 3, 2009 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Type S stream; conservancy shoreline designation; seismic; wetlands; flood; SUSC & SARPA aquifer recharge areas. 3.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 5.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3)All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4)All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or Conditional Use Permit(5) Unsewered Planned Rural Residential Developments (6) Unsewered residential development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the applicable requirements and standards of the Jefferson County Unified Development Code. 6.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 7.) A Type S Stream (Fish and Wildlife Habitat Conservation Area) has been identified on the subject property. The stream will require a buffer of 150-feet. The buffer shall be measured horizontally from the Ordinary High Water Mark (OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 8.) Stream and wetland buffers are areas that shall be maintained in their natural condition, however, minor pruninc or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 9.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea sitchensis), Shore Pine (Pinus contorta), Douglas Fir (Pseudotsuga menziesii), Western Red Cedar(Thuja plicata), and Western Hemlock (Tsuga heterophylla). Among native tree species which may be used includes: Vine Maple (Acer circinatum), Big-Leaf Maple (Acer macrophyllum), Red Alder (Alnus rubra), Pacific Madrone (Arbutus menziesii), Quaking Aspen (Populus tremula), Black Cottonwood (Populus trichocarpa), Bitter Cherry (Prunus emarginata), Oregon White Oak (Quercus garryana), Cascara (Rhamnus purshiana), Pacific Willow(Salix lasiandra), and Scouler's Willow (Salix scouleriana). Among the native shrub species which may be used are: Sevice-Berry (Amalanchier alnifolia), Red Osier Dogwood (Cornus stolonifera) Salal (Gaultheria shallon), Ocean Spray(Holodiscus discolor), Indian Plum (Oemlaria cerasiformis), Pacific Ninebark (Physocarpus capitus), Red Flowering Currant(Ribes sanguineum), Wild Rose (Rosa nutkana), Swamp Rose (Rosa pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus racemosa), Snowberry(Symphoricarpos albus), Evergreen Huckleberry (Vaccinium ovatum), Red Huckleberry (Vaccinium parvifolium). 10.) The proposal is to create or add 352 square feet of impervious surface and 48square feet of land disturbing activities. The proposed project is below the regulatory thresholds for stormwater review in JCC 18.30.060 and 18.30.070. 11.) The Washington Department of Fish and Wildlife issued Hydraulic Project Approval (HPA) for this activity on July 7, 2009 under Control Number 117431-1. The HPA expires on Septembe 30, 2011. 12.) Reviewed under the State Environmental Policy Act(SEPA) by Jefferson County Conservation District acting as lead agency. Determination of Non-Significance (DNS) issued on May 29, 2009. 13.) The site plan as submitted with the building permit application on June 30, 2009 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated August 3 2009 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 14.) This approval is for a building and shoreline permit exemption to construct a livestock bridge only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 15.) The parcel has been designated as AP-20 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 16.) The proposed livestock bridge is subject to the requirements for a flood development permit, which is incorporated into this decision. The livestock bridge meets the definition of development, but not structure, in the Flood Damage Prevention ordinance per Jefferson County Code 15.15.050. 17.) The proposed livestock bridge will not result in any increase in flood levels during the occurrence of base flood discharges. 18.) The drawings submitted on June 30, 2009 show the bottom of the bridge being more than 3 feet above the 100-year flood elevation. To comply with the Jefferson County Code requirements for flood damage prevention the livestock bridge must be anchored appropriately, and a flood elevation certificate must be prepared by a licensed professional and submitted to Jefferson County demonstrating that the lowest portion of the bridge is at more than one foot above the base flood elevation. 19.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as "critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developinc adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters - Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. APPEALS: Pursuant to RCW 36.70C,the applicant or any aggrieved party may appeal this final derision to Jefferson County Superior Court within twenty-one (21)calendar days of the date of issuance of this land use decision. For more information related to judical appeals see JCC 18.40.340. The Thresho• r eter ation for this Type I Permit may not be appealed to the Hearing Examiner. For more information related to SEPA appeals see 18.4810. ' r UDC - - MLA.•-00212 3 of 3 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT EXEMPTION WASHINGTON STATE SHORELINE MANAGEMENT ACT(RCW 90.58) PROPONENT: JOHN G BELLOW ROXANNE HUDSON PO BOX 1015 CHIMACUM WA 98325-1015 DATE ISSUED: August 03,2009 DATE EXPIRES: August 03, 2010 MLA NUMBER: MLA09-00212 CASE NUMBER:SDP09-00049 PROJECT PLANNER: Michelle Farfan PROJECT DESCRIPTION: SHORELINE EXEMPTION FOR A LIVESTOCK BRIDGE AND FLOOD DEVELOPMENT PERMIT. WATERBODY AND/OR ASSOCIATED WETLANDS: CHIMACUM CREEK PROJECT LOCATION: Parcel 901 112 040, Sectionl 1, Township 29N, Range 1W, WM, located at 820 Old Hadlock Rd, Chimacum 98328 FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code, all other applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The application was reviewed by the Jefferson County Department of Community Development staff on August 3, 2009 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Type S stream; conservancy shoreline designation; seismic; wetlands; flood; SUSC & SARPA aquifer recharge areas. 3.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 5.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3) All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4)All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or Conditional Use Permit(5) Unsewered Planned Rural Residential Developments (6) Unsewered residential development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the applicable requirements and standards of the Jefferson County Unified Development Code. 6.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 7.) A Type S Stream (Fish and Wildlife Habitat Conservation Area) has been identified on the subject property. The stream will require a buffer of 150-feet. The buffer shall be measured horizontally from the Ordinary High Water Mark (OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 8.) Stream and wetland buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 9.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea sitchensis), Shore Pine (Pinus contorta), Douglas Fir (Pseudotsuga menziesii), Western Red Cedar(Thuja plicata), and Western Hemlock (Tsuga heterophylla). Among native tree species which may be used includes: Vine Maple (Acer circinatum), Big-Leaf Maple (Acer macrophyllum), Red Alder(Alnus rubra), Pacific Madrone (Arbutus menziesii), Quaking Aspen (Populus tremula), Black Cottonwood (Populus trichocarpa), Bitter Cherry (Prunus emarginata), Oregon White Oak (Quercus garryana), Cascara (Rhamnus purshiana), Pacific Willow (Salix lasiandra), and Scouler's Willow (Salix scouleriana). Among the native shrub species which may be used are: Sevice-Berry(Amalanchier alnifolia), Red Osier Dogwood (Cornus stolonifera) Sala! (Gaultheria shallon), Ocean Spray(Holodiscus discolor), Indian Plum (Oemlaria cerasiformis), Pacific Ninebark (Physocarpus capitus), Red Flowering Currant(Ribes sanguineum), Wild Rose (Rosa nutkana), Swamp Rose (Rosa pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus racemosa), Snowberry (Symphoricarpos albus), Evergreen Huckleberry (Vaccinium ovatum), Red Huckleberry (Vaccinium parvifolium). 10.) The proposal is to create or add 352 square feet of impervious surface and 48square feet of land disturbing activities. The proposed project is below the regulatory thresholds for stormwater review in JCC 18.30.060 and 18.30.070. 11.) The Washington Department of Fish and Wildlife issued Hydraulic Project Approval (HPA)for this activity on July 7, 2009 under Control Number 117431-1. The HPA expires on Septembe 30, 2011. 12.) Reviewed under the State Environmental Policy Act(SEPA) by Jefferson County Conservation District acting as lead agency. Determination of Non-Significance (DNS) issued on May 29, 2009. 13.) The site plan as submitted with the building permit application on June 30, 2009 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated August 3, 2009 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 14.) This approval is for a building and shoreline permit exemption to construct a livestock bridge only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 15.) The parcel has been designated as AP-20 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 16.) The proposed livestock bridge is subject to the requirements for a flood development permit, which is incorporated into this decision. The livestock bridge meets the definition of development, but not structure, in the Flood Damage Prevention ordinance per Jefferson County Code 15.15.050. 17.) The proposed livestock bridge will not result in any increase in flood levels during the occurrence of base flood discharges. 18.) The drawings submitted on June 30, 2009 show the bottom of the bridge being more than 3 feet above the 100-year flood elevation. To comply with the Jefferson County Code requirements for flood damage prevention, the livestock bridge must be anchored appropriately, and a flood elevation certificate must be prepared by a licensed professional and submitted to Jefferson County demonstrating that the lowest portion of the bridge is at more than one foot above the base flood elevation. 19.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as"critical habitat" for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters - Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. CONDITIONS: 1.) A FLOOD ELEVATION CERTIFICATE PREPARED BY A QUALIFIED PROFESSIONAL MUST BE SUBMITTED TO JEFFERSON COUNTY PRIOR TO RECEIVING A BUILDING FINAL. THE FLOOD ELEVATION CERTIFICATE MUST DEMONSTRATE THAT THE LIVESTOCK BRIDGE IS AT LEAST ONE (1) FOOT ABOVE THE 100-YEAR FLOOD ELEVATION AND THAT THE BRIDGE HAS BEEN PROPERLY ANCHORED. 2.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 3.) In addition to Jefferson County permit conditions, the project proponent shall comply with all conditions set forth by the Washington Department of Fish and Wildlife through Hydraulic Project Approval. 4.) Prior to commencing development activity, the proponent is responsible for informing the US Army Corps of Engineers (COE) in order for COE to determine whether a Department of the Army permit or review is required. Generally, review is required for construction and dredging in or around navigable waters of the US and for work or fill in hydrologically connected wetlands. Contact the US Army Corps of Engineers, Seattle District Regulatory Branch, PO Box 3755, Seattle WA 98124, (206) 764-3495, for more information. 5.) Work within the jurisdiction of the Shoreline Master Program other than as described above shall receive separate review from this Department. 6.) All new construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage. 7.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. 8.) The building, height is not to exceed 35 feet. IA a11ftrrA Department of Community ...411M.4 ent Staff c: Department of Ecology, Shore ands Office, Jeffree§tewart Washington State Department of Fish &Wildlife, Q C.P. '!t WashingtoDepartment of Natural Resources, Jgf DRAFT - NOT A VALID PERMIT JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: JOHN G BELLOW ROXANNE HUDSON PO BOX 1015 CHIMACUM WA 98325-1015 DATE ISSUEDEXPIRE . 30.0 ( DATE EXPIRES. MLA NUMBER:MLA09-00212 PROJECT CONTACT:Michelle Farfan PROJECT DESCRIPTION: LIVESTOCK BRIDGE AND SHORELINE EXEMPTION (SDP09-00049)AND FLOOD DEVELOPMENT PERMIT LIVESTOCK BRIDGE TO MEET AG BMP'S SHORELINE EXEMPTION FOR A LIVESTOCK BRIDGE AND FLOOD DEVELOPMENT PERMIT. PROJECT LOCATION: Parcel 901 112 040, Section11, Township 29N, Range 1W, WM, located at 820 Old Hadlock Rd, Chimacum 98328 CONDITIONS: 1.) A FLOOD ELEVATION CERTIFICATE PREPARED BY A QUALIFIED PROFESSIONAL MUST BE SUBMITTED TO JEFFERSON COUNTY PRIOR TO RECEIVING A BUILDING FINAL. THE FLOOD ELEVATION CERTIFICATE MUST DEMONSTRATE THAT THE LIVESTOCK BRIDGE IS AT LEAST ONE (1) FOOT ABOVE THE 100-YEAR FLOOD ELEVATION AND THAT THE BRIDGE HAS BEEN PROPERLY ANCHORED. 2.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 3.) In addition to Jefferson County permit conditions, the project proponent shall comply with all conditions set forth by the Washington Department of Fish and Wildlife through Hydraulic Project Approval. 4.) Prior to commencing development activity, the proponent is responsible for informing the US Army Corps of Engineers (COE) in order for COE to determine whether a Department of the Army permit or review is required. Generally, review is required for construction and dredging in or around navigable waters of the US and for work or fill in hydrologically connected wetlands. Contact the US Army Corps of Engineers, Seattle District Regulatory Branch, PO Box 3755, Seattle WA 98124, (206) 764-3495, for more information. 5.) Work within the jurisdiction of the Shoreline Master Program other than as described above shall receive separate review from this Department. 6.) All new construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage. 7.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. 8.) The building height is not to exceed 35 feet. FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code,all other applicable ordinances and regulations,and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The application was reviewed by the Jefferson County Department of Community Development staff on August 3, 2009 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Type S stream; conservancy shoreline designation; seismic; wetlands; flood; SUSC & SARPA aquifer recharge areas. 3.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 5.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3)All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4)All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or Conditional Use Permit(5) Unsewered Planned Rural Residential Developments (6) Unsewered residential development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the applicable requirements and standards of the Jefferson County Unified Development Code. 6.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 7.) A Type S Stream (Fish and Wildlife Habitat Conservation Area) has been identified on the subject property. The stream will require a buffer of 150-feet. The buffer shall be measured horizontally from the Ordinary High Water Mark (OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 8.) Stream and wetland buffers are areas that shall be maintained in their natural condition, however, minor pruninc or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 9.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea sitchensis), Shore Pine (Pinus contorta), Douglas Fir (Pseudotsuga menziesii), Western Red Cedar(Thuja plicata), and Western Hemlock (Tsuga heterophylla). Among native tree species which may be used includes: Vine Maple (Acer circinatum), Big-Leaf Maple (Acer macrophyllum), Red Alder(Alnus rubra), Pacific Madrone (Arbutus menziesii), Quaking Aspen (Populus tremula), Black Cottonwood (Populus trichocarpa), Bitter Cherry(Prunus emarginata), Oregon White Oak (Quercus garryana), Cascara (Rhamnus purshiana), Pacific Willow (Salix lasiandra), and Scouler's Willow (Salix scouleriana). Among the native shrub species which may be used are: Sevice-Berry(Amalanchier alnifolia), Red Osier Dogwood (Cornus stolonifera) Salal (Gaultheria shallon), Ocean Spray(Holodiscus discolor), Indian Plum (Oemlaria cerasiformis), Pacific Ninebark (Physocarpus capitus), Red Flowering Currant(Ribes sanguineum), Wild Rose (Rosa nutkana), Swamp Rose (Rosa pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus racemosa), Snowberry(Symphoricarpos albus), Evergreen Huckleberry (Vaccinium ovatum), Red Huckleberry (Vaccinium parvifolium). 10.) The proposal is to create or add 352 square feet of impervious surface and 48square feet of land disturbing activities. The proposed project is below the regulatory thresholds for stormwater review in JCC 18.30.060 and 18.30.070. 11.) The Washington Department of Fish and Wildlife issued Hydraulic Project Approval (HPA)for this activity on July 7, 2009 under Control Number 117431-1. The HPA expires on Septembe 30, 2011. 12.) Reviewed under the State Environmental Policy Act(SEPA) by Jefferson County Conservation District acting as lead agency. Determination of Non-Significance (DNS) issued on May 29, 2009. 13.) The site plan as submitted with the building permit application on June 30, 2009 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated August 3 2009 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 14.) This approval is for a building and shoreline permit exemption to construct a livestock bridge only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 15.) The parcel has been designated as AP-20 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 16.) The proposed livestock bridge is subject to the requirements for a flood development permit, which is incorporated into this decision. The livestock bridge meets the definition of development, but not structure, in the Flood Damage Prevention ordinance per Jefferson County Code 15.15.050. 17.) The proposed livestock bridge will not result in any increase in flood levels during the occurrence of base flood discharges. 18.) The drawings submitted on June 30, 2009 show the bottom of the bridge being more than 3 feet above the 100-year flood elevation. To comply with the Jefferson County Code requirements for flood damage prevention the livestock bridge must be anchored appropriately, and a flood elevation certificate must be prepared by a licensed professional and submitted to Jefferson County demonstrating that the lowest portion of the bridge is at more than one foot above the base flood elevation. 19.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as"critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developinc adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters - Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. APPEALS: Pursuant to RCW 36.70C,the applicant or any aggrieved party may appeal this final deasion to Jefferson County Superior Court within twenty-one (21)calendar days of the date of issuance of this land use decision. For more information related to judical appeals see UDC Section 8.5.2. The Threshold Determination for this Type I Permit may not be appealed to the Hearing Examiner. For more information related to SEPA appeals see UDC Section 8.10.12. 11.11), UDC Admini. or MLA09-0021 MLA# Ot'ala APP Submitted i Si 0 ? CASE#'&U cN(.q SD P Oct-4 ci Assigned P .neer [j,'' Issued: (6,4611)2_ OM SPAAD. Category and Intake Requirements BETA version Rev. 12/12/2006 Cat A Cat B Cat C Cat D (low risk) Potential Probable Mitigation and • site constraints. site constraints State review reqd *Special reports are **Special reports **Pre-application optional at intake. If required at intake. required to reports are deemed Could request determine submittal required, the 30 day waiver from intake requirements timeline will not be requirements at pre- met. application. *Need to provide additional information on site plan >200 feet from (1)Shoreline (1)Sho eline parcel boundary depicted less than prope and(2) Shorelines 200 feet away from propo-1:1 doesn't parcel boundary, or �-t standard (2)shoreline on site setbacks and/or ' . -1•.ation Streams >155 feet from parcel (1)Stream depicted Development boundary off site and lessthan proposed less than Type( 155'away from . 155'from stream' parcel boundary, or. (2)on site >155 feet from parcel (1)Stream depicted Development boun ry off site and less than proposed less than Type 2 !v l 1.55'away from 155'from stream `v parcel boundary,or (2)on site >105 fee from parcel (1)Stream depicted Development bounda off site and less than proposed less than Type 3 105'away from 105'from stream parcel boundary,or (2)on site >105 f t from parcel (1)Stream depicted, Development bounda off site and less than proposed less than Type 4 105'away from 105'from stream parcel boundary, or (2)on site >55 feet rom parcel (1) Stream depicted Development bounda off site and less than proposed less than Type 5 55'away from parcel 55'from stream boundary, or(2)on. site Fish& none Depicted on site Wildlife(other * Include agency than Eagle) packet with application Eagle(contact. none Depicted on site 1)CD **Include agency determine) packet with application Michelle Farfan From: Al Latham [alelatham@gmail.com] Sent: Tuesday, July 10, 2012 9:12 AM To: Michelle Farfan Subject: Bellow bridge final inspection Hi Michelle- Concerning the John Bellow livestock/farm equipment bridge MLA09-00212, BLD09-00192. When I requested a final inspection for this project I got a phone call saying that we needed to provide the appropriate flood documentation. The Building Permit mentions the "flood proofing" documentation which is actually for buildings and flood insurance purposes. What I provided yesterday was the "No Rise Certification" which is the appropriate information for a bridge. The other livestock/farm equipment bridges the Conservation District worked on were required to provide the no-rise certification, not the flood proofing. I was hoping to do the final inspection tomorrow (Wednesday) so hopefully the No-rise certification documents are all that's needed to complete the project? I'm retired but was the project manager for the Conservation District for this project so I'm trying to follow through on the last bit of paperwork involved with this project. If you need to contact me please call 732-4607 - I'll be out and about today so the cell might be better 774-1971. Thanks, Al Latham 1//&/( 0460- coli &A-,1. 6tAvkit cvgazY7 wa.x p,Qndl q (!nAtezkui IAA) , J\111. MLA 03 - ao Zt 2. {-� — A-v Mason Conservation Disi Chi t�� �foa 450 W. Business Park Road• Shelt, i ti 5� Phone: (360) 427-9436 • FAX: (3 (34& uil- February 24, 2012 t$ _ I L-t_ Jefferson County Building Department T C/o Rosie Taylor I k S/ crto-I 00€ fir✓ rrO0-1; Jefferson Conservation District • Y� L04 • _- 205 W. Patison Street ��" Port Hadlock, Washington 98339-9751 iiC.c . i`as- Ladies and Gentlemen: 7 37- 6,0 Enclosed, please find the FEMA "No-Rise/No-Impact" Certification, FEMA Elevation Certificate, project photos and supporting HEC-RAS flow modeling for the completed livestock bridge spanning Chimacum Creek for Mr. John Bellow at 820 Old Hadlock Road. This creek was modeled with HEC-RAS version 4.0.0, March 2008. This area is shown on the FEMA FIRM map (Panel No. 530069 0170 B, Panel 170 of 1625) as downstream of the detailed study area. This creek was modeled using steady flow and mixed flow with known elevations at the upstream and downstream ends of the modeled reach. The upstream cross section was surveyed 170' upstream of the bridge, very close to the 88' flow elevation contour shown on the FEMA FIRM map. Additional cross sections were measured, extending 510' downstream of the bridge site. All elevations are based on the NAVD88 datum, and the 88' flow elevation has been corrected by adding 3.5' to the NAVD29 datum to 91.5' for the upstream elevation. The creek was initially modeled assuming critical flow at the downstream cross section. However, this did not correspond with the floodplain width shown on the map. A conservative downstream water surface elevation of 90.2' was determined by straight- line interpolation between the mapped 88' and 86' upstream and downstream elevations (91.5' and 89.5', NAVD88), and this corresponded well with the mapped floodplain width. Subsequent modeling with subcritical flow and mixed flow showed the bridge is upstream of the backwater influence area of the downstream fixed elevation. This indicates this interpolated downstream elevation is conservative, as the mapped floodplain shows continuing widening downstream to the 86' mapped elevation. Table values were selected for Manning's "n" of 0.035 for the creek channel and 0.05 for the overbank areas. The creek channel is relatively uniform through this area, having been channelized by the SCS many years ago. The overbank area is mostly grass pasture with low brush next to the stream. Steady flow expansion and contraction factors upstream and downstream of the bridge were maintained at 0.1 for contraction and 0.3 for expansion as the flow is split between two wide overbank channels and the more narrow bridge channel, with the majority of the flow being conveyed by the overbank channels. As a check, the upstream and downstream cross sections were modeled with 0.3 for the contraction coefficient and 0.5 as the expansion coefficient, which resulted in a 0.02' elevation rise at the cross section upstream of the bridge. However, due to the very minimal encroachment area of the left bank abutment compared to the original cross section, I judged the coefficients of 0.3 for contraction and 0.5 for expansion to be too conservative. If you have questions regarding these engineering calculations, you may call me at (360) 427-9436, ext. 18. Sincerely, c � �Z �Lt j/"--2--- ---- Ger 2-I OSEPN ^ 419 a ; fa 0t e DistriIA ngineer �///���J f�f <\_) � b) ; t ' �; 4 34398 4;` cr ^.L EZyG • o tz • 0 LI • CD o • o • 90.3 + 90.3 • • c c 0 0 0 f p N a z • m N C) 3 • ,m v a � d D N N 0 m m �i ,z ,� tp •mom m °��' q �' 0• O o d _ o N p N N A I • cn m z m • m m z o 90.2 89.9 90.1 � NNco o....o V 0 W711 O O 0 -13 A W N O Q p O 06 • o`0 • momwza 0 S0 ` ofBa o-.411 ..O' i0.7,- m.• Q kr m m , g i o '...2.:'''.*,1fifirEi 90.2 89.9 + 90.4 VVl-ittt p/ �. hi11111\\.\ � ' • j I 11 ir II MLs eek •Thalve. o • ao"A � �0 �� � e810 20 ! .ol3n o n ilir p mN mm 3 8c o 3 1 m -4. I �w % 2rm m►-� � Xac np a zcm87.2 86.9 87.4 ° ( 7$ oC� MO O o 1111 il . 6 `,I-� rS3 -CI WCOO o A W 0 / �_ iv 00 Aliblifr mz ` o co o CO m II CTCO N J - • W .co N \ ` III I/ ,• ,,.. , o = ; 91.3 90.5 + 90.7 0 • � ' \\S� 0 0 „�IIII `� , o / N • D N `� N I 06 PON 0j ``\�\`\II11 /, 68 • 88 .. ...—.Z— 92.0 90.2 91.2L _ �. „ / J1 1 VIII Designed: LIVESTOCK BRIDGE Date RG 2/24/12 9 Jefferson Conservation District Bellows Property OS r_y. T1 205 W.Vo,iwn Sirset,Cen Nufbek,Wo�in ton 993399]51 Drawn: L Sheet No. RG Chimacum, Washington 1 of 2 / o' / y�yb°$ ' 1'"/ HNA D'� c -: v a 0 CD m NC m ° o o m E 5a o ° w $ (7rN0 �' N'-n rn �. mra ( n> m 0 N 0 - !iHL x p n FT 'O �pN / CD CL) / 4B- x 6 DD I' 0 W CO 6 N 7 O' ( p N (D N Fp-CD f-+ W 7-C1 CO, N N o ... V•' I. W C cr x N W � L � 3I c I ' ^ nv i o * n a • / / • • C / \ m m • \ °: o o pa c0 CO co 0 02—crlso c T 4 N A m N N (70o C7 C7 NNm � mZ CO r0 COP P 3 A?C)m x Z Z vmgy co n n cD _.'Z m O O °' omc° x < < 0 S a o N N < CD iv N c 2 0 3 CD -,m .' . 'CD cn sr) o in c c o- N co 0- =v wro = Q s m CD < Q Q mCD c c 03 3 3 G) 3 ._. cn -- N chi -00 C) Nco m c = m.-. so k-' o 3 � <�W �<� W r, o N f S N* N Nso . 3 / C-13m o y / C rf� i co N S -, o C (Q E. cs = I o o 3 a I o O n v o {v \ DCO cD _ \ o N d N \ _�. • W (D 6 a - 0 v -. CD N co C7 P m f0 S = a U7 in' U1 m = .. 0 N or a 1 1 N Z Designed: Date LIVESTOCK BRIDGE RG 7/22/11 6 Jefferson Conservation District Bellows Property 205 W.GaM1mn Strsef Dorf Hadlock.Washington 90339-975I Drawn: Sheet No. RG Chimacum, Washington 2 of 2 FLOODWAY"NO-RISE/NO-IMPACT" CERTIFICATION This document is to certify that I am duly qualified engineer licensed to practice in the State of Washington . It is to further certify that the attached technical data supports (State) the fact that proposed Spring Rain Farm bridge will not impact the base flood (Name of Development) elevations,floodway elevations, and floodway widths on Chimacum Cr. at published (Name of Stream) cross sections in the Flood Insurance Study for, None published ,dated 2/24/12 (Name of community) (Date) and will not impact the base flood elevations,floodway elevations, and floodway widths at the unpublished cross-sections in the area of the proposed development. Richard J. Geiger 1') Name I��l OSE .11 wo i1 1✓�, Conservation District Engineer Li .`i ox b Title �' c r Fc as 0 450 West Business Park Road .svoiv E,11' Shelton,Washington 98584 SEAL,SIGNATURE AND DATE Address FOR COMMUNITY USE ONLY: Community Approval ❑ Approved 0 Disapproved Community Official's Name Conununity Official's Signature Title FEMA,MT DTD.09/2004 U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A- PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name John Bellow Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 820 Old Hadlock Rd,Chimacum WA 98325 City Port Hadlock State WA ZIP Code 98339 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) 901112040 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) nw1/4 Sl1 T29N RIW A5. Latitude/Longitude:Lat.48.02166 Long. 122.7712 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number See Notes A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) sq ft a) Square footage of attached garage sq ft b) No.of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? 0 Yes ❑ No d) Engineered flood openings? 0 Yes 0 No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State 530069 0170 B Jefferson WA B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 170 Date Effective/Revised Date Zone(s) AO,use base flood depth) 7/19/1982 7-19-82 A2 88 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 89. ❑ FIS Profile ® FIRM 0 Community Determined 0 Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 0 Other(Describe)_ B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? 0 Yes 0 No Designation Date _ ❑ CBRS 0 OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: 0 Construction Drawings* 0 Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized _Vertical Datum NAVD 1988 Conversion/Comments NGVD29+3.497'=NAVD 1988 Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) . ❑feet 0 meters(Puerto Rico only) b) Top of the next higher floor 0 feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) 0 feet 0 meters(Puerto Rico only) d) Attached garage(top of slab) ❑feet 0 meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building ❑feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) ❑feet 0 meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) ❑feet 0 meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including ❑feet 0 meters(Puerto Rico only) structural support SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation I I (' - information. l certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. ' o /, qy� to Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a f 494 c a rGR`, ems✓ licensed land surveyor? ❑ Yes 0 No / G Certifier's Name License Number r -. RE7z 3-134'5 DTitle r Company NameCfo 1,s�i_c � 34398 ,'S , •[ K 9,'K{P✓ a.S a K a s S.r l Address / City State ZIP Code J irD a.s .`55 fi rk 1- Sh-e� (fes p.4 9s5�5"Y/5' Signature / Date Tele hone FEMA Form 81-31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the corresponding information from Section A. For Insurance Company Use: Building Street Address'(including Apt.,Unit,Suite,hand/or Bldg.No.)or P.O. Route and Box No. Policy Number 8oti0 /91.4 ?I.CceJecl' Ac' City State ZIP Code Company NAIC Number C L.f..-a. u.rvi , til A c 42,3 9. SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments s ,`s 9 e, a.5 - 6Je k 1 J f � � � > n y. na-f � 5z e �✓ J ��lc ✓�, .-c o ✓ ct 1 �1 ¢ s"✓`a c k 6 rld/ coo s i ..c f J e ,.. es e ¢/tY'/y . IIz oY-a 5 &L 4.2 S ' /- ✓ /.�C c 3 7>/•,.t c Signature l Date `/7J Z ❑ Check here if attachments SECTION E-BUI G ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A, B, and C. For Items E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is 1.5 ®feet ❑meters ®above or❑ below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is 4.7 to feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet 0 meters 0 above or 0 below the HAG. E3. Attached garage(top of slab)is El feet ❑meters 0 above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 0 feet 0 meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 0 Yes 0 No 0 Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Richard J.Geiger,District Engineer,Jefferson Conservation District (r+,,..,. c' H.-so Co..e¢+x49✓a.. b/c fr%4-7 Address 450 West Business Park Road City Shelton State WA ZIP Code 98584 Signature ), /l ? Date 7/22/09 Telephone 360-427-9437 ext 18 Comments Note:This ceri cation is for a pr osed livestock bridge, not an occupied structure. See attached letter. ®Check here if attachments SECTION G -COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9. G1.El The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. ❑ The following information(Items G4-G9)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ._ El feet El meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum 010.Community's design flood elevation ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt, Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number ; A .� veST., c 13r .01- �7 i ZO old) City State ZIP Code Company NAtC Number ,• ', C-c. : a c ) w A 7` 3 z� If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. /1/OicS a.e- Q / L ,e7 C SII a— .--14),-`✓rt . 34ht y. _ �� srtr ��'. • r'.' a''i` t_.• ' . j," r ` •' k. R �.) !4.,..:.•...--...-.:.- My 's`ro 3 ‘i q� • '..-4,7'...--/' T -`". d ; 4411.411 '. t` g v 1 V a ..,•!".',40:.'f,� s, z � 0 2 a r ii R , .. , f ..."...t-t- ,--Z... sr .r 2 - e 7a• • # 1 X a .4 n a.. 4..4 « ! 1,4', (� 0 t �. t < • Yt F2 te• y, 1 M1M1 ,t t ,gip;gyp p 7:''',4,...161,41';', Y s� b n7D4r `.. r r y ..,4 1411 ,,,,,k, ...i.,,,t4-1,.., ,: +4 ,, S. }�� . ' s i r .c* 2 A .1 rn ; :: til 4 i 'a t i vl s•`c -- 3 0 rTh a 4 ,,' 111 ,, 4 -t‘ s A47 5- isl ,!-:•••• f . .. N a C) 401111,411. t Zj co T V s 0 Building Photographs Continuation Page For Insurance Company Use: Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number City State ZIP Code Company NAiC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." Y 21 Y W pPyyyii t4. o p1€4.$1 S_ �� d.ro a Km W TNI �p� 4�«�` Ts •� Z m Z' Illi Y- ! < Bi z-bt i W P"• h a. =o C^ t �1— u� u N.[ W i Y Si d' O CC .4 u zo yr 11. �: V aK e CJ W Q {.G7 u'f e ! W n i!.10 gr� HiQQ {' agg O GCCO �- E u \ 0);-< O I o ao VI -- m co'41 b S W \Vr- K W a S = wGGG pa� Y q��i+ u. ce ac O �1 'jam W Ca G6 t G < : a� � :; 3 = in -� 8 EF" V +YceEDk r y y >t£E5d I N CO i an i 4 d CO x T CO ,`1 a ` I ���i�* 'a •f6 Z , /moi m a 11"). Nt. ��/ E o x r 11 o m • i1 ta R LL ad II c• liiiriii \\� C w f6 N`11 a) Tis O N > > � co 4 CO" C aj *aZ Z i . co � �� Q p U00 Co L_N--...........„ ,„.. ./I co ,..„,„.„,,, r 1 II 11 to 111 Z �. J e '''''',t0.4...,- �+ � J g r f.. 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'i - C) Cl) I O - O N O - O x— I- N W 3 O N- CD U) Cr CO N r O O CO N- CD CD 0) O) CD 6) 6) 6) O) CO CO co a0 u uonenal3 Bridge Modeled with Subcritical Flow, HEC-RAS Profile, Cross-Sections & Cross-Section Tables Bellows Bridge As-Built Plan: bridge 2/24/2012 Chimacum A- 92- >L Legend EG PF 1 ; EG PF 2 WS PF 2 91- WS PF 1 • ._4 Crit PF 1 `'.-. Crit PF 2 _r Ground 90 89 176— � I 88 iu w 41 87 86 85 ,A. • 84 0 100 200 300 400 500 600 700 Main Channel Distance(ft) HEC-RAS Plan:Bridge River.Chimacum Reach:A Profile.PF 1 Reach River Ste Profile Q Total Min Ch El W S.Elev Grit W S.< E.G.Elev E.G.Slope Vel.Choi Flow Area Top Width Froede#Chl (cfs) (Si (ft) (ft) _. Oft) (f1/HO (Rio) (s9 e) _ Oft) A 680 FF 1 841.80 86.90 90.75 90 83' 0.001999 3,68 466.23 358 21 0.33 A 520 PF 1 841 80 86.50 90.41 89.84 60 50 0.002168 3.50 452.92' 434.15 0.39 A 510 Bridge A 480 'PF1 841.60 86.50 9028, 90.40 0.002811 3.94 399.16 369,66 0.45 A 370 PF 1 841.80 85.10 90.21 90.24 0.000647 2.54 779.97 585.73 0.21 A 0 PFI__. 841.80 84.90 90.20 87 28 90.20 0.000031 0.59 2591.66 992.40 0.05 Bellows Bridge As-Built Plan: bridge 2/24/2012 160'US of Bridge .05 >. c .05 >� 96- 0 3 Legend 5',, --. EG PF 2 EG PF 1 ■ a WS PF 2 WS PF 1 • ■ Ground • Bank Sta 94- • 92 0 • 90- i 88- 86 . . • 0 200 400 600 800 1000 Station(ft) Bellows Bridge As-Built Plan: bridge 2/24/2012 US of Bridge £ 05 a .05 96— 0 3 Legend 5EG PF 2 • EG PF 1 WS PF 2 WSPF1 Crit PF 1 • Crit PF 2 94 Ground Bank Sta i • 92 • is _ e 88 86 0 200 400 600 800 1000 Station(ft) Bellows Bridge As-Built Plan: bridge 2/24/2012 y� Bridge 96-< .05 1fl _ .05 3 Legend 5 — EGPF2 EG PF • WS PF 2 WS PF 1 Crit PF 1 Crit PF 2 94 —� Ground • Bank Sta 92 II 0 II m w da 90 88 86 0 200 400 600 800 1000 Station(ft) Bellows Bridge As-Built Plan: bridge 2/24/2012 Bridge 05 05 96- Q 8 Legend —.�—_ EG PF 2 EG PF 1 1 WS PF 2 WS PF 1 Crit PF 1 • Crit PF 2 94 Ground • Bank Sta 92- • 01) i l _ w 90- Ng, 0 \ 88- I • • • 86 I 0 200 400 600 800 1000 Station(ft) Bellows Bridge As-Built Plan: bridge 2/24/2012 40'DS of Bridge < 0505 Legend ____..— EG PF 2 _- .— EGPF2 ■ EG PF 1 WS PF 2 WS PFI ■ Ground • Bank Sta 94 92 0 W > w 90 i .\,.. 86 , , r ,- - -1 0 200 400 600 800 1000 Station (ft) Bellows Bridge As-Built Plan: bridge 2/24/2012 150'DS of Bridge 96 .05 >j. ( .05 3 Legend 5 --.a__ EG PF 2 EG PF 1 • WS PF 2 WS PF 1 ■ Ground Bank Sta • 92- I I Z.. C 90- n m tu 88 88 84 , , , , , 1 , , 0 200 400 600 800 1000 Station(ft) Bellows Bridge As-Built Plan: bridge 2/24/2012 Downstream 05 94 3 Legend 5 EG PF 1 EG PF 2 WS PF 2 WS PF 1 Crit PF 1 Crit PF 2 92 Ground Bank Sta 90 c 0 88- 86 0 200 400 600 800 1000 1200 Station(ft) Plan: Bridge Chimacum A RS:680 Profile: PF 1 E.G.Elev(ft) 90.83 Element Left OB Channel Right OB Vel Head(ft) 0.08 Wt.n-Val. 0.050 0.035 0.050 W.S.Elev(ft) 90.75 Reach Len.(ft) _ 160.00 160.00 160.00 Crit W.S.(ft) _ Flow Area(sq ft) 0.03 57.79 408.41 E.G.Slope(ft/ft) "-h 0.001999 Area(sq ft) 0.03 57.79 408.41 Q Total(cfs) 841.80 Flow(cfs) 0.00 212.74 629.06 Top Width(ft) 358.21 Top Width(ft) 1.14 15.00 342.07 Vel Total(fts) 1.81 Avg.Vel. (ft/s) 0.12 3.68 1.54 Max Chl Dpth(ft) 3.85 Hydr. Depth(ft) 0.03 3.85 1.19 Cony.Total(cfs) 18826.0 Cony.. (cfs) 0.1 4757.7 14068.3 Length Wtd.(ft) 160.00 Wetted Per.(ft) 1.14 21.40 342.45 Min Ch El(ft) 86.90 Shear(Ib/sq ft) _ 0.00 0.34 0.15 Alpha 1.59 Stream Power(16/ft s) 0.00 1.24 023 Frctn Loss(ft) 0.33 Cum Volume(acre-ft) 7.00 1.19 9.70 C&E Loss(ft) 0.00 Cum SA(acres) 3.00 0.32 6.43 Plan: Bridge Chimacum A RS: 520 Profile: PF 1 E.G. Elev(ft) ! 90.50 Element ' Left OB Channel Right,OB Vel Head(ft) 0.09 Wt.n-Val. 0.050 0.035 0.050 W.S. Elev(ft) 90.41 -:'Reach Len. (ft) 10.00 10.00 10.00 Grit W.S. (ft) 89.84 `Flow Area(sq ft) 16.68 78.53 357.71 E.G.Slope(ft/ft) 0.002168 Area(sq ft) 16.68 78.53 357.71 0 Total(cfs) 841.80 Flow(cfs) 6.74 274.82 560.24 Top Width (ft) 434.15 Top Width(ft) 105.67 31.68 296.80 Vel Total(ft/s) 1.86 Avg.Vel (ft/s) 0.40 3.50 1.57 Max Chl Dpth(ft) 3.91 Hydr. Depth(ft) 0.16 2.48 1.21 Cony.Total(cfs) 18079.0 Cony.(cfs) 144.7 5902.3 12032.0 Length Wtd.(ft) 10.00 Wetted Per.(ft) 105.67 33.34 297.07 Min Ch El(ft) 86.50 Shear(Ib/sq ft) 0.02 0.32 0.16 Alpha 1.63 Stream Power(lb/ft s) 0.01 1.12 0.26 Frctn Loss(ft) 0.02 Cum Volume(acre ft) 6.97 0.94 8.29 C&E Loss(ft) 0.00 Cum SA(acres) 2.80 0.23 5.26 Plan: Bridge Chimacum A RS:510 BR U Profile: PF 1 '_E.G. Elev(ft) 90.48 Element Left OB Channel Right OB Vel Head(ft) 0.09 Wt.n-Val. 0.050 0.035 0.050 W.S.Elev(ft) 90.38 Reach Len.(ft) 8.00 8.00 8.00 Crit W.S.(ft) 89.75 Flow Area(sq ft) 13.31 77.67 349.64 E.G.Slope(ft/ft) 0.002309 Area(sq ft) 13.31 77.67 349.64 Q Total(cfs) 841.80 Flow(cfs) 5.00 278.67 558.13 Top Width(ft) 425.80 Top Width(ft) 98.57 31.65 295.57 Vel Total(ft/s) 1.91 Avg.Vel. (ft/s) 0.38 3.59 1.60 Max Chl Dpth(ft) 3.88 Hydr.Depth(ft) 0.14 2.45 1.18 Cony.Total(cfs) 17518.4 Cony. (cfs) 104.1 5799.4 11615.0 Length Wtd.(ft) 8.00 Wetted Per.(ft) 99.58 33.30 295.84_ Min Ch El(ft) 86.50 Shear(lb/sq ft) 0.02 0.34 0.17 Alpha 1.63 Stream Power(lb/ft s) 0.01 1.21 027 Frctn Loss(ft) 0.02 Cum Volume(acre-ft) 6.96 0.92 8.21 C&E Loss(ft) 0.00 Cum SA(acres) 2.78 0.22 5.19 f Plan: Bridge Chimacum A RS:510 BR D Profile: PF 1 E.G.Elev(ft) 90.46 Element I Left GB Channel Right 08 Vel Head(ft) _ 0.10 Wt. n-Val. 0.050 0.035 0.050 W.S.Elev(ft) 90.36 Reach Len.;(ft) 22.00 22.00 22.00 Crit W.S.(ft) 89.75 Flow Area(sq ft) 11.00 76.92 342.70 E.G.Slope(ft/ft) 0.002438 Area(sq ft) 11.00 76.92 342.70 Q Total(cfs) 841.80 Flow(cfs) 3.78 282.00 556.02 Top Width(ft) _ 423.74 Top Width(ft) 97.60 31.62 294.52 Vel Total(ft/s) 1.95 Avg.Vel.(ft/s) 0.34 3.67 1.62 Max Chl Dpth(ft) 3.86 Hydr.Depth(ft) 0.11 2.43 1.16 Cony.Total(cfs) 17047.9 Cony.(cfs) 76.5 5711.1 11260.3 Length Wtd,(ft) 22.00 Wetted Per.(ft) 98.33 33.26 294.78 Min Ch El(ft) 86.50 Shear(lb/sq ft) 0.02 0.35 0.18 Alpha 1.63 Stream Power(lb/ft s) 0.01 1.29 0.29 Frctn Loss(ft) 0.06 Cum Volume(acre-ft) 6.96 0.91 8.15 C&E Loss(ft) 0.00 Cum SA(acres) 2.76 0.22 5.13 Plan:Bridge Chimacum A RS:480 Profile: PF 1 E.G.Elev(ft) 90.40 Element Left OB Channel Right OB Vet Head(ft) 0.11 Wt. n-Val. 0.050 0.035 0.050 W.S. Elev(ft) 90.28 Reach Len. (ft) 110.00 110.00 110.00 Crit W.S. (ft) Flow Area(sq ft) 4.35 74.51 320.29 E.G. Slope(ft/ft) 0.002911 Area(sq ft) 4.35 74.51 320.29 Q Total(cfs) 841.80 Flow(cfs) 1.43 293.29 547.08 Top Width(ft) 369.66 Top Width(ft) 47.11 31.47 291.08 Vel Total(ft/s) 2.11 Avg.Vel (ft/s) 0.33 3.94 1.71 Max Chl Dpth(ft) 3.78 Hydr Depth(ft)'; 0.09 2.37 1.10 Cony.Total(cfs) 15601.4 Cony. (cfs) 26.4 5435.7 10139.3 Length Wtd.(ft) 110.00 Wetted Per. (ft) 47.11 33.08 291.34 Min Ch El(ft) 86.50 Shear(lb/sq ft) 0.02 0.41 0.20 Alpha 1.64 Stream Power(lb/ft s) 0.01 1.61 0.34 Frctn Loss(ft) 0.13 Cum Volume(acre-ft) 6.96 0.87 7.98 C&E Loss(ft) 0.02 Cum SA(acres) 2.72 0.20 4.99 Plan:Bridge Chimacum A RS:370 Profile:PF 1 E.G.Elev(ft) 90.24 Element Left OB Channel Right 08 Vel Head(ft) 0.03 Wt. n-Val. 0.050 0.035 0.050 W.S.Elev(ft) _ 90.21 Reach Len.(ft) 370.00 370.00 370.00 Crit W.S.(ft) Flow Area(sq ft) 11.43 75.26 693.28 E.G, Slope(ft/ft) 0.000647 Area(sq ft) 11.43 75.26 693.28 Q Total(cfs) 841.80 Flow(cfs) 4.34 191.43 646.03 Top Width(ft) 585.73 Top Width(ft) 46.53 17.00 522.20 Vel Total(ft/s) 1.08 Avg.Vel.(ft/s) 0.38 2.54 0.93 Max Chl Dpth(ft) 5.11 Hydr Depth(ft) 0.25 4.43 1.33 Cony.Total(cfs) 33103.2 Cony;(cfs) 170.6 7528.0 25404.7 Length Wtd.(ft) 370.00 Wetted Per.(ft) 4675 20.81 523.33 Min Ch El(ft) 85.10 Shear(Ib/sq ft)_ 0.01 0.15 0.05 Alpha 1.84 Stream Power(lb/ft s) 0.00 0.37 0.05 Frctn Loss(ft) 0.03 Cum Volume(acre-ft) 6.94 0.68 670 C&E Loss(ft) 0.01 ,Cum SA(acres) 2.60 0.14 3.96 Plan: Bridge Chimacum A RS:0 Profile: PF 1 E.G. Elev(ft) 90.20 Element Left OB Channel Right OS Vel Head(ft) 0.00 Wt.n-Val. 0.050 0.035 0.050 W.S. Elev(ft) 90.20 Reach Len. (ft) Crit W.S.(ft) 87.28 Flow Area(sq ft) 1622.11 84.80 884.75 E.G.Slope(ft/ft) 0.000031 Area(sq ft) 1622.11 84.80 884.75 Q Total(cfs) 841.80 Flow(cfs) 545.48 49.97 246.35 Top Width(ft) 992.40 Top Width(ft) 566.40 16.00 410.00 Vel Total(ft/s) 0.32 Avg.Vel. (ft/s) 0.34 0.59 028 Max Chl Dpth(ft) 5.30 Hydr. Depth(ft) 2.86 5.30 2.16 Cony.Total(cfs) 150003.7 Cony. (cfs) 97201.8 8904.6 43897.4 Length Wtd. (ft) Wetted Per. (ft) 566.53 21.80 410.14 Min Ch El(ft) 84.90 Shear(Ib/sq ft) 0.01 0.01 0.00 Alpha 1.10 Stream Power(lb/ft s) 0.00 0.00 0.00 Frctn Loss(ft) Cum Volume(acre-ft) C&E Loss(ft) Cum SA(acres) Bellows Bridge As-Built Plan: Nobridge 2/24/2012 Chimacum A 91 Legend jj EGPF1 EG PF 2 s WS PF 2 1 WS PF1 90 ` Crit PF 1 Grit PF 2 ■ Ground • 89 ho, c 0 m W 87 86 ,r{ 85 • 84- r r r 0 100 200 300 400 500 600 700 Main Channel Distance(ft) _HEC-RAS Plan:Nobridge River:Chimacum Reach'.A Profile:PF 1 Reach River Sta Profile Q Total I Min Ch El W .Elev Crit W.S. E.Elev E.G:Slope Vel Chill Flow Area Top Width Fronde#Chl (cis) (ft) (ft) (ft) (ft) (tuft) (IVs)' (sq ft)... . (0) A 680 PF 1 841 80 86.90 90 75 90.83 0.002003 3.68 465.91 358.03 0.33 A 520 PF 1 841.80 86.50 90.41 90.50 0,002180 3.51 451,84 433,93 0,39 A 480 PF 1 841.80 86.50 90.29 _ 90.40 0,002830 3.88 403.42 370.21 0,44 A 370 'PF 1 841.80 85.10 90.21 90.24 0.000647 2.54 779.97 585.73 0.21 A < 0 PF 1 841 80 84.90 90.20 87.28 90.20 0.000031 0.59 2591.66 992 40 0.05 Bellows Bridge As-Built Plan: Nobridge 2/24/2012 160'US of Bridge -.05 .05 96 0;3' Legend • EG PF 2 EG PF 1 WS PF 2 WS PF 1 Ground • Bank Sta 94 • • • • I j 92- , i- • o a) tell VIP w 90 88 • • 86 r� 0 200 400 600 800 1000 Station(ft) Bellows Bridge As-Built Plan: Nobridge 2/24/2012 us of Bridge 96 .05 > 0 e .05 >� Legend 5 EG PF 2 ---EG PF 1_. WSPF2 WS PF 1 Ground Bank Sta 94 ;. •• • 92- ! •0 W • 90- ^, f{V Y#k • 88 - 86 — 0 200 400 600 800 1000 Station(ft) Bellows Bridge As-Built Plan: Nobridge 2/24/2012 40'DS of Bridge 96-c 05 0 .05 Legend 3 5 EG PF 2 EG PF 1 WS PF 2 WS PF 1 I — ■ Ground • • Bank Sta 94 92- • •0 Lu 4. 'I 90- 88- 86 • 0 200 400 600 800 1000 Station(ft) Bellows Bridge As-Built Plan: Nobridge 2/24/2012 150'DS of Bridge .05 a� .05 3 Legend 5 EG PF 2 • EGPF1 • WS PF 2 WS PF 1 Ground 94 �. • Bank Sta •• 92 • K _ - 90- > w • • 88 { • • 86 • 84 0 200 400 600 800 1000 Station(ft) Bellows Bridge As-Built Plan: Nobridge 2/24/2012 Downstream 05 >.< .05 94 3 Legend 5 EGPF1 EG PF 2 WSPF2 WS PF 1 • Crit PF 1 Crit PF 2 92 .. ■ Ground • Bank Sta • • 90 0 d w F' 88- 86- _ 0 200 400 600 800 1000 1200 Station(ft) Plan: Nobridge Chimacum A RS:680 Profile: PF 1 E.G. Elev(ft) 90.83 Element Left OB Channel Right OB Vel Head(ft) 0.08 ,Wt.n-Val. 0.050 0.035 0.050 W.S.Elev(ft) 90.75 Reach Len.(ft) ; 160.00 160.00 160.00 Crit W.S.(ft) Flow Area(sq ft) 0.03 57.78 408.10 E.G.Slope(ft/ft) 0.002003 Area(sq ft) 0.03 57.78 408.10 Q Total(cfs) 841.80 Flow(cfs) 0.00 212.85 628.95 Top Width(ft) 358.03 Top Width(ft) 1.12 15.00 341.91 Vel Total(ft/s) 1.81 Avg.Vel.(ft/s)_ 0.12 3.68 1.54 Max Chl Dpth(ft) 3.85 Hydr, Depth(ft) 0.03 3.85 1.19 Cony.Total(cfs) 18809.1 Cony: (cfs) 0.1 4755.8 14053.2 Length Wtd.(ft) 160.00 Wetted Per.(ft) 1.12 21.40 342.28 Min Ch El(ft) 86.90 Shear(Ib/sq ft) 0.00 0.34 0.15 Alpha 1.59 Stream Power(lb/ft s) 0.00 1.24 023 Frctn Loss(ft) 0.33 Cum Volume(acre ft) 7.00 1.19 9.70 C&E Loss(ft) 0.00 Cum SA(acres) 2.99 0.32 6.43 Plan: Nobridge Chimacum A RS: 520 Profile: PF 1 _E.G. Elev(ft) 90.50 Element Left OB Channel Right OB. Vel Head(ft) 0.09 Wt. n-Val. 0.050 0.035 0.050 W.S.Elev(ft) 90.41 ,Reach Len.(ft) 40.00 40.00 , 40.00 Crit W.S. (ft) Flow Area(sq ft) 16.42 78.45 356.97 E.G.Slope(ft/ft) 0.002180 Area(sq ft) 16.42 78.45 356.97 Q Total(cfs) 841.80 Flow(cfs) 6.59 275.17 560.05 Top Width(ft) 433.93 'Top Width(ft) 105.57 31.68 296.69 Vel Total(ft/s) 1.86 Avg.Vet(ft/s) 0.40 3.51 1.57 Max Chl Dpth(ft) 3.91 Hydr. Depth(ft) 0.16 2.48 1.20 Cony.Total(cfs) 18027.9 Cony.(cfs) 141.1 5892.9 11993.9 Length Wtd ,(ft) 40.00 Wetted Per. (ft) 105.57 33.34 296.95 Min Ch El(ft) 86.50 Shear(lb/sq ft)' 0.02 0.32 0.16 Alpha 1.63 Stream Power(lb/ft s) 0.01 1.12 0.26 Frctn Loss(ft) 0.10 Cum Volume(acre-ft) 6.97 0.94 8.30 C&E Loss(ft) 0.00 Cum SA(acres) 2.79 0.23 5.26 Plan: Nobridge Chimacum A RS:480 Profile:PF 1 E.G.Elev(ft) 90.40 Element Left OB_ Channel Right OB i Vel Head(ft) 0.11 Wt. n-Val. 0.050 0.035 0.050 W.S.Elev(ft) 9029 Reach Len. (ft) 110.00 110.00 110.00 Crit W.S. (ft) Flow Area(sq ft) 4.44 74.56 324.41 E.G.Slope(ft/ft) 0.002830 Area(sq ft) 4.44 74.56 324.41 Q Total(cfs) 841.80 Flow(cfs) _ 1.44 289.45 550.91 Top Width(ft) 370.21 Top Width(ft) 47.57 31.48 291.16 Vel Total(ft/s) 2.09 Avg.Vel (ft/s) 0.33 3.88 1.70 Max Chl Dpth(ft)' 3.79 ,Hydr. Depth(ft) 0.09 2.37 1.11 Cony.Total(cfs) 15824.8 Cony.(cfs) 27.1 5441.3 10356.4 Length Wtd.(ft) 110.00 Wetted Per.(ft) 47.57 33.09 291.39 Min Ch El(ft) 86.50 Shear(Ib/sq ft) 0.02 0.40 020 Alpha 1.62 Stream Power(lb/ft s)s 0.01 1.55 0.33 Frctn Loss(ft) _ 0.13 Cum Volume(acre-ft) 6.96 0.87 7.99 C&E Loss(ft) 0.02 Cum SA(acres) 2.72 0.20 4.99 Plan:Nobridge Chimacum A RS:370 Profile: PF 1 E.G. Elev(ft) 9024 .Element Left OB Channel ' Right OB Vel Head(ft) 0.03 Wt.n-Val. 0.050 0.035 0.050 W.S.Elev(ft) 90.21 Reach Len.(ft) 370.00 370.00 370.00 Crit W.S.(ft) Flow Area(sq ft) 11.43 7526 693.28 E.G.Slope(ft/ft) 0.000647 Area(sq ft) 11.43 7526 693.28 Q Total(cfs) 841.80 Flow(cfs) 4.34 191.43 646.03 Top Width(ft) 58573 Top Width(ft) 46.53 17.00 52220 Vel Total(ft/s) 1.08 Avg.Vel.(ft/s) 0.38 2.54 0.93 Max Chl Dpth(ft) 5.11 Hydr. Depth(ft) 025 4.43 1.33 Cony.Total(cfs) 33103 2 Cony.(cfs) 170.6 7528.0 25404.7 Length Wtd (ft) 370.00 Wetted Per. (ft) 46.75 20.81 523.33 Min Ch El(ft) 85.10 Shear(Ib/sq ft) 0.01 0.15 0.05 Alpha 1.84 Stream Power(lb/ft s) 0.00 0.37 0.05 Frctn Loss(ft) 0.03 Cum Volume(acre-ft) 6.94 0.68 670 C&E Loss(ft) 0.01 Cum SA(acres) 2.60 0.14 3.96 Plan: Nobridge Chimacum A RS:0 Profile: PF 1 E.G.Elev(ft) 90.20 Element Left OB Channel Right OB Vel Head(ft) 0.00 Wt. n-Val0.050 0.035 0.050 W.S.Elev(ft) 90.20 Reach Len.(ft) Crit W.S.(ft) 87.28 Flow Area(sq ft) 1622.11 84.80 884.75 E.G.Slope(ft/ft) 0.000031 Area(sq ft) 1622.11 84.80 884.75 Q Total(cfs) 841.80 Flow(cfs) 545.48 49.97 246.35 Top Width(ft) 992.40 Top Width(ft) 566.40 16.00 410.00 Vel Total(ft/s) 0.32 Avg.Vel.(ft/s) 0.34 0.59 0.28 Max Chi Dpth(ft) 5.30 Hydr.Depth(ft) 2.86 5.30 2.16 Cony.Total(cfs) 150003.7 Cony.(cfs) 97201.8 8904.6 43897.4 Length Wtd.(ft) Wetted Per.(ft) 566.53 21.80 410.14 Min Ch El(ft) 84.90 Shear(Ib/sq ft) 0.01 0.01 0.00 Alpha 1.10 Stream Power(lb/ft s) 0.00 0.00 0.00 Frctn Loss(ft) Cum Volume(acre-ft) C&E Loss(ft) Cum SA(acres) HEC-RAS Plan.Bridge-Mixed River Chimacum Reach:A Profile:PF 1 Reach River Ste Profile 0 Total Min Ch El W S.Elev Crit W.S. E.G.Elev E.G.Slope Vol Chnl < Flow Area Top Wdth Fronde#Chi (As) _. (61) (0) (ft) (8) (ft/f1) (ft/s) (sq ft) (ft) A j680 PF1 84180 8690 90.]5 90.07 90.83 0.001999 388 486.23 358.21 0.33 A 1520 PF 1 841.80 86.50 90.41 89.84 90.50 0.002168 3 50 452.92 434.15 0.39 A 510 Bridge A 480 PF 1 841.80 86.50 90.28 90.40 0.002911 3.94 399.16 369.66 0.45 A 370 PF 1 841.80 85.10 90.21 90.24 0.000647 2.54 779.97 585.73 0.21 A 0 PF 1 841.80 84.90 90.20 87.28 90.20 0.000031 0.59 2591.66 992.40 0.05 Bellows Bridge As-Built Plan: Bridge- Mixed Flow 2/24/2012 < Chimacum A 92 Legend EG PF 1 EG PF 2 WS PF 2 91- WS PF 1 • -' Crit PF 2 -' Crit PF 1 - - ..fir--••'.. , ...___,__— •` Ground 90- I i 89- • '' 0 88 tom E 87-10 86-ifr 85 • 0 100 200 300 400 500 600 700 Main Channel Distance(ft) Bellows Bridge As-Built Plan: Bridge-Mixed Flow 2/24/2012 Downstream .05 >.< .05 - 94 0 . 3 Legend 5 EGPF1 . WS PF 1 Crit PF 1 Ground • Bank Sta j 92 • • • Z C 0 • 0 LU • • • • • 86 84 i , , , . . , I 1 , 0 200 400 600 800 1000 1200 Station(ft) Bellows Bridge As-Built Plan: Bridge - Mixed Flow 2/24/2012 yI 160'US of Bridge 96 _05 .Ik .05 )1 3,, Legend 5 EG PF 1 WS PF 1 ■ _ - Crit PF 1 Ground Bank Sta • 94 • • • • 92 • • n ---- w 90 88- 86 , 0 200 400 600 800 1000 Station(ft) Bellows Bridge As-Built Plan: Bridge - Mixed Flow 2/24/2012 US of Bridge .05 _ .05 96 3 Legend EG PF 1 ■ ; . WSPF1 Crit PF 1 ■ Ground • Bank Sta 94 I 92 0 m y LU . • 90 88 I'll 86 ; 4 -, 0 200 400 600 800 1000 Station(ft) Bellows Bridge As-Built Plan: Bridge- Mixed Flow 2/24/2012 Bridge 96 05 ' .05 Legend 5 EGPF1 • WSPF1 JCrit PF 1 Ground S Bank Sta 94 92 • • 173 o ui 90- 88- . 088- 86 0 200 400 600 800 1000 Station(ft) Bellows Bridge As-Built Plan: Bridge- Mixed Flow 2/24/2012 Bridge < 05 a . < .05 >� 96 3 Legend 5 EGPF1 WS PF 1 ■ Crit PF 1 ■ Ground • Bank Sta 94 92 0 1) w 88- • 86 0 200 400 600 800 1000 Station(ft) Bellows Bridge As-Built Plan: Bridge - Mixed Flow 2/24/2012 40'DS of Bridge 96 05 . .05 3 Legend 5 �_� EG PF WSPF1 •■ .. Ground • Bank Sta • 94- 92 • 0 y w 90- 88 • 86 , 0 200 400 600 800 1000 Station (ft) Bellows Bridge As-Built Plan: Bridge- Mixed Flow 2/24/2012 150'DS of Bridge 96 .05 0l .05 I 3 Legend 5 • I EG PF 1 WS PF 1 ■ ,... Ground • Bank Sta 94- i • I ' i 92 • 90 - 88- , 1111111111111, • 86 84 0 200 400 600 800 1000 Station (ft) Plan: Bridge-Mixed Chimacum A RS:680 Profile: PF 1 E.G.Elev(ft) 90.83 Element Left OB Channel Right OB Vel Head(ft) 0.08 Wt.n-Vat. 0.050 0.035 0.050 W.S. Elev(ft) 90.75 Reach Len. (ft) 160.00 160.00 160.00 Crit W.S.(ft) 90.07 Flow Area(sq ft) 0.03 57.79 408.41 E G Slope(ft/ft) _ 0.001999 Area(sq ft) 0.03 57.79 408.41 Q Total(cfs) 841.80 Flow(cfs) 0.00 212.74 629.06 Top Width(ft) 358.21 Top Width(ft) 1.14 15.00 342.07 Vel Total(ft/s) 1.81 Avg.Vel.(ft/s) 0.12 3.68 1.54 Max Chi Dpth(ft) 3.85 Hydr. Depth(ft) j 0.03 3.85 1.19 Cony.Total(cfs) 18826.0 Cony.(cfs) 0.1 4757.7 14068.3 Length Wtd.(ft) 160.00 Wetted Per.(ft) 1.14 21.40 342.45 Min Ch El(ft) 86.90 Shear(Ib/sq ft) 0.00 0.34 0.15 Alpha 1.59 Stream Power(lb/ft s) , 0.00 1.24 023 Frctn Loss(ft) 0.33 Cum Volume(acre-ft) 7.00 1.19 9.70 C&E Loss(ft) 0.00 Cum SA(acres) 3.00 0.32 6.43 Plan: Bridge-Mixed Chimacum A RS:520 Profile: PF 1 E.G. Elev(ft)_ 90.50 Element Left OB Channel ? Right OB Vel Head(ft) 0.09 Wt. n-Val. 0.050 0.035 0.050 W.S.Elev(ft) 90.41 Reach Len.(ft) 10.00 10.00 10.00 Crit W.S.(ft) 89.84 Flow Area(sq ft) 16.68 78.53 357.71 E.G. Slope(ft/ft) 0.002168 Area(sq ft) 16.68 78.53 357.71 Q Total(cfs) ' 841.80 Flow(cfs) 6.74 274.82 560.24 Top Width(ft)' 434.15 Top Width(ft) 105.67 31.68 296.80 Vel Total(fUs) 1.86 Avg.Vel.(fUs) 0.40 3.50 1.57 Max ChI Dpth(ft) ' 3.91 Hydr. Depth(ft) 0.16 2.48 1.21 Conv.Total(cfs) 18079.0 Cony. (cfs) 144.7 5902.3 12032.0 Length Wtd.(ft) 10.00 Wetted Per.(ft) 105.67 33.34 297.07 Min Ch El(ft) 86.50 Shear(Ib/sq ft) 0.02 0.32 0.16 Alpha 1.63 Stream Power(lb/ft s);r; 0.01 1.12 0.26 Frctn Loss(ft) 0.02 Cum Volume(acre-ft) 6.97 0.94 8.29 C&E Loss(ft) 0.00 Cum SA(acres) 2.80 0.23 5.26 Plan: Bridge-Mixed Chimacum A RS: 510 BR U Profile: PF 1 E.G. Elev(ft) I 90.48 Element Left OB Channel Right OB Vel Head(ft) 0.09 Wt.n-Val. 0.050 0.035 0.050 W.S. Elev(ft) 90.38 Reach Len.(ft) 8.00 8.00 8.00 Crit W.S. (ft) 89.75 Flow Area(sq ft) 13.31 77.67 349.64 E.G.Slope(ft/ft) 0.002309 Area(sq ft) 13.31 77.67 349.64 Q Total(cfs) 841.80 Flow(cfs) 5.00 278.67 558.13 Top Width(ft) 425.80 Top Width(ft) 98.57 31.65 295.57 Vel Total(ft/s) 1.91 'Avg.Vel.(ft/s) 0.38 3.59 1.60 Max Chl Dpth(ft) 3.88 Hydr. Depth(ft) 0.14 2.45 1.18 Cony.Total(cfs) 17518.4 Cony. (cfs) 104.1 5799.4 11615.0 Length Wtd.(ft) 8.00 Wetted Per.(ft) 99.58 33.30 295.84 Min Ch El(ft) 86.50 Shear(lb/sq ft) 0.02 0.34 0.17 Alpha 1.63 Stream Power(lb/ft s) 0.01 1.21 0.27 Frctn Loss(ft) 0.02 Cum Volume(acre-ft) 6.96 0.92 8.21 C&E Loss(ft) 0.00 Cum SA(acres) 2.78 0.22 5.19 Plan: Bridge-Mixed Chimacum A RS:510 BR D Profile:PF 1 l E.G. Elev(ft) 90.46 Element Left OB Channel ' Right OB Vel Head(ft) 0.10 Wt.n-Val. 0.050 0.035 0.050 W.S. Elev(ft) 90.36 Reach Len.(ft); 22.00 22.00 22.00 Crit W.S. (ft) 89.75 Flow Area(sq ft) 11.00 76.92 342.70 E.G.Slope(ft/ft) 0.002438 Area(sq ft) 11.00 76.92 342.70 Q Total(cfs) 841.80 Flow(cfs) 3.78 282.00 556.02 Top Width(ft) 423.74 Top Width(ft) 97.60 31.62 294.52 Vel Total(ft/s) 1.95 Avg.Vel.(ft/s) 0.34 3.67 1.62 Max Chl Dpth(ft) ', 3.86 Hydr.Depth(ft) 0.11 2.43 1.16 Cony.Total(cfs) 17047.9 Cony.(cfs) 76.5 5711.1 11260.3 Length Wtd (ft) 22.00 Wetted Per.(ft) 98.33 33.26 294.78 Min Ch El(ft) _ 86.50 Shear(Ib/sq ft) 0.02 0.35 0.18 Alpha 1.63 Stream Power(lb/ft s) 0.01 1.29 0.29 Frctn Loss(ft) 0.06 Cum Volume(acre-ft) 6.96 0.91 8.15 C&E Loss(ft) _ 0.00 Cum SA(acres) 2.76 022 5.13 Plan: Bridge-Mixed Chimacum A RS:480 Profile: PF 1 E.G Elev(ft) 90.40 Element Left OB Channel Right 06 Vel Head(ft) 0.11 WL n-Val. 0.050 0.035 0.050 W.S.Elev(ft) 90.28 Reach Len.(ft) 110.00 110.00 110.00 Crit W.S.(ft) Flow Area(sq ft) 4.35 74.51 320.29 E.G.Slope(ft/ft) 0.002911 Area(sq ft) 4.35 74.51 320.29 Q Total(cfs) 841.80 Flow(cfs) 1.43 293.29 547.08 Top Width(ft) 369.66 Top Width(ft) 47.11 31.47 291.08 Vel Total(ft/s) 2.11 Avg.Vel.(ft/s) 0.33 3.94 1.71 Max Chl Dpth(ft) 3.78 Hydr.Depth(ft) 0.09 2.37 1.10 Cony.Total(cfs) 15601.4 Cony.(cfs) 26.4 5435.7 10139.3 Length Wtd. (ft) 110.00 Wetted Per.(ft) _ 47.11 33.08 291.34 Min Ch El(ft) 86.50 Shear(Ib/sq ft) _ 0.02 0.41 0.20 Alpha 1.64 Stream Power(lb/ft s) 0.01 1.61 0.34 Frctn Loss(ft) „ 0.13 Cum Volume(acre-ft) 6.96 0.87 7.98 C&E Loss(ft) 0.02 Cum SA(acres) 2.72 020 4.99 Plan: Bridge-Mixed Chimacum A RS:370 Profile: PF 1 E.G. Elev(ft) 90.24 Element Left OB Channel Right OB Vel Head(ft) 0.03 Wt:n-Val. 0.050 0.035 0.050 W.S.Elev(ft) 90.21 Reach Len.(ft) 370.00 370.00 370.00 Crit W.S.(ft) Flow Area(sq ft) 11.43 75.26 69328 E.G.Slope(ft/ft) 0.000647 Area(sq ft) 11.43 75.26 693.28 Q Total(cfs) 841.80 Flow(cfs) 4.34 191.43 646.03 Top Width(ft) 585.73 Top Width(ft) 46.53 17.00 522.20 Vel Total(ft/s) 1.08 Avg.Vel.(ft/s) 0.38 2.54 0.93 Max Chl Dpth(ft) 5.11 Hydr.Depth(ft) _ 0.25 4.43 1.33 Cony.Total(cfs) 33103.2 Cony. (cfs) 170.6 7528.0 25404.7 Length Wtd. (ft) 370.00 Wetted Per. (ft); 46.75 20.81 523.33 Min Ch EI(ft) 85.10 Shear(lb/sq ft) 0.01 0.15 0.05 Alpha 1.84 Stream Power(lb/ft s) 0.00 0.37 0.05 Frctn Loss(ft) 0.03 Cum Volume(acre-ft) 6.94 0.68 6.70 C&E Loss(ft) 0.01 Cum SA(acres) 2.60 0.14 3.96 Plan: Bridge-Mixed Chimacum A RS:0 Profile: PF 1 E.G.Elev(ft) 90.20 Element Left OB Channel Right OB Vel Head(ft) 0.00 Wt.n-Val. 0.050 0.035 0.050 W.S.Elev(ft) 90.20 Reach Len.(ft) Crit W.S.(ft) 87.28 Flow Area(sq ft) __ 1622.11 84.80 884.75 E.G.Slope(ft/ft) 0.000031 1 Area(sq ft) 1622.11 84.80 884.75 0 Total(cfs) 841.80 Flow(cfs) _ 545.48 49.97 246.35 Top Width(ft) 992.40 Top Width(ft) 566.40 16.00 410.00 Vel Total(ftls) 0.32 Avg.Vel.(ft/s) 0.34 0.59 0.28 Max Chl Dpth(ft) 5.30 Hydr.Depth(ft) 2.86 5.30 2.16 Cony.Total(cfs) 150003.7 Cony. (cfs) 97201.8 8904.6 43897.4 Length Wtd (ft)' Wetted Per.(ft) 566.53 21.80 410.14 Min Ch El(ft) 84.90 Shear(lb/sq ft) 0.01 0.01 0.00 Alpha 1.10 Stream Power(lb/ft s) 0.00 0.00 0.00 Frctn Loss(ft) Cum Volume(acre-ft) C&E Loss(ft) Cum SA(acres) Channel Without Bridge Modeled with Mixed Flow, HEC-RAS 1111 Profile & Cross-Sections Bellows Bridge As-Built Plan: No Bridge-Mixed 2/24/2012 Chimacum A 91 Legend EG PF I )I EG PF 2 K••••.''-.a- ! WS PF 2 -e WS PF 1 90 Crit PF 2 Crit PF 1 Ground 89 88 0 0 .71> a) W 87 86 85 84 , , , , , 0 100 200 300 400 500 600 700 Main Channel Distance(ft) HEC-RAS Plan'.Nobndge-mixed River:Chimacum Reach:A Profile:PF 1 Reach River Sta Profile a Total Min Ch El W.5 Elev Crit W.S. E.G.Elev E.G:.Slope Vol Chnl Flow Area Top Width Fronde d Chl _ (da) (n) (fl) (6) (8) 186t) (Ws) (sq It). (h) A 680 PF 1 841.80 86.90 90.75 90.07 90 83 0 002003 3.68 465.91 358.03 0.33 A 520 PF 1 841.80 86.50 90.41 90.50 0.002180 3.51 451.84 433.93 0.39 A 480 PF 1 841.80 86.50 90.29 90.40 0032830 3.88 403.42 _ 370.21 0.44 A 370 PF 1 841.80 85.10 90.21 90.24 0.000647 2.54 779.97 585.73 0.21 A 0 PF 1 841.80 84.90 90.20 87.28 90.20, 0.000031 0.59 2591.66. 992.40 0.05j Bellows Bridge As-Built Plan: No Bridge - Mixed 2/24/2012 Downstream .05 r 05 94 Legend EGPF1 • WS PF 1 Crit PF 1 • Ground • Bank Sta • 92 • • 90 0 d W 88 4 4 86 84 0 200 400 600 800 1000 1200 Station(ft) Bellows Bridge As-Built Plan: No Bridge - Mixed 2/24/2012 160'US of Bridge < - .05 >1.( 05 96 0,• 3i Legend 5 i ---- ' EG PF 1 e WS PF 1 • Grit PF 1 Ground Bank Sta • 94 • 92 j O 90 88- • • 86 0 200 400 600 800 1000 Station(ft) Bellows Bridge As-Built Plan: No Bridge - Mixed 2/24/2012 US of Bridge 05 a a .05 )I 96 0 3 Legend 5 EG PF WS PF 1 Ground ra Bank Sta i ' I 94 92 • l 0 'm w I 90 88 • 0 200 400 600 800 1000 Station (ft) Bellows Bridge As-Built Plan: No Bridge - Mixed 2/24/2012 40'DS of Bridge < 05 < .05 96 3 Legend • EG PF 1 WS PF 1 • Ground • Bank Sta 94 • 92- _.. .. o_ To v 90- 88- • 0 200 400 600 800 1000 Station(ft) Bellows Bridge As-Built Plan: No Bridge- Mixed 2/24/2012 150'DS of Bridge .05 )1-k .05 H 96- 0 Legend 3 5 • EG PF 1 WS PF 1 Ground • Bank Sta 94- • 92 • • • • 47, w 90- 88 H 86 L • • 84 i 0 200 400 600 800 1000 Station(ft) Plan: Nobridge-mixed Chimacum A RS:680 Profile:PF 1 E.G. Elev(ft) 90.83 Element Left OB Channel Right OB Vel Head(ft) 0.08 Wt. n-Val. 0.050 0.035 0.050 W.S.Elev(ft) 9075 Reach Len. (ft) 160.00 160.00 160.00 Crit W.S.(ft) 90.07 Flow Area(sq ft) 0.03 57.78 408.10 E.G.Slope(ft/ft) 0.002003 Area(sq ft) 0.03 57.78 408.10 Q Total(cfs) 841.80 Flow(cfs) 0.00 212.85 628.95 Top Width(ft) 358.03 Top Width(ft) 1.12 15.00 341.91 Vel Total(Ws) 1.81 Avg Vel.(Ws) _ 0.12 3.68 1.54 Max Chl Dpth(ft) 3.85 Hydr. Depth(ft) 0.03 3.85 1.19 Cony.Total(cfs) 18809.1 Cony.(cfs) 0.1 4755.8 14053.2 Length Wtd.(ft) 160.00 Wetted Per. (ft) 1.12 21.40 342.28 Min Ch El(ft) 86.90 Shear(Ib/sq ft) 0.00 0.34 0.15 Alpha 1.59 Stream Power(lb/ft s) 0.00 1.24 0.23 Froth Loss(ft) 0.33 Cum Volume(acre-ft) 7.00 1.19 9.70 C&E Loss(ft) 0.00 Cum SA(acres) 2.99 0.32 6.43 Plan: Nobridge-mixed Chimacum A RS:480 Profile: PF 1 FE.G. Elev(ft) 90.40 Element Left 013 Channel ' Right OB Vel Head(ft) 0.11 Wt. n-VaL .z 0.050 0.035 0.050 W.S. Elev(ft) 90.29 Reach Len. (ft) 110.00 110.00 110.00 Crit W.S.(ft) Flow Area(sq ft) 4.44 7456 324.41 E.G.Slope(ft/ft) 0.002830 Area(sq ft) 4.44 74.56 324.41 Q Total(cfs) 841.80 Flow(cfs) 1.44 289.45 550.91 Top Width(ft) 370.21 Top Width(ft) 47.57 31.48 291.16 Vel Total(ft/s) 2.09 Avg.Vel,(ft/s) 0.33 3.88 1.70 Max Chl Dpth(ft) 3.79 Hydr.Depth(ft) 0.09 2.37 1.11 Cony.Total(cfs) 15824.8 Cony. (cfs) 27.1 5441.3 10356.4 Length Wtd.(ft) 110.00 Wetted Per.(ft) 47.57 33.09 291.39 Min Ch El(ft) 86.50 Shear(lb/sq ft) 0.02 0.40 020 Alpha 1 62 Stream Power(lb/ft s) 001 1.55 0.33 Frctn Loss(ft) 0.13 Cum Volume(acre-ft) 6.96 0.87 7.99 C&E Loss(ft) 0.02 Cum SA(acres) 2.72 0.20 4.99 Plan: Nobridge-mixed Chimacum A RS:370 Profile: PF 1 E.G Elev(ft) 9024 Element Left OB Channel Right OB Vel Head(ft) 0.03 Wt.n-Val. 0.050 0.035 0.050 W.S.Elev(ft) 90.21 Reach Len.(ft) 370.00 370.00 37000 Crit W.S. (ft) Flow Area(sq ft) 11.43 75.26 693.28 E.G.Slope;(ft/ft) 0.000647 Area(sq ft) 11.43 75.26 693.28 0 Total(cfs) 841.80 Flow(cfs) 4.34 191.43 646.03 Top Width(ft) 585.73 Top Width(ft) 46.53 17.00 522.20 Vel Total(ft/s) 1.08 Avg.Vel (ft/s)` 0.38 2.54 0.93 Max Chl Dpth(ft) 5.11 Hydr. Depth(ft) 0.25 4.43 1.33 Cony.Total(cfs) 33103.2 Cony (cfs) 170.6 7528.0 25404.7 Length Wtd:(ft) 370.00 Wetted Per.(ft) _ 46.75 20.81 523.33 MinCh El(ft) 85.10 Shear(Ib/sq ft) 0.01 0.15 0.05 Alpha 1.84 Stream Power(lb/ft s) 0.00 0.37 0.05 Frctn Loss(ft) 0.03 Cum Volume(acre-ft) 6.94 0.68 6.70 C&E Loss(ft) 0.01 Cum SA(acres) 2.60 0.14 3.96 Plan: Nobridge-mixed Chimacum A RS:0 Profile: PF 1 E.G. Elev(ft) 90.20 Element Left OB Channel Right OB Vel Head(ft) 0.00 Wt. n-Val. 0.050 0.035 0.050 W.S.Elev(ft) 90.20 Reach Len.(ft) Crit W.S.(ft) 87.28 Flow Area(sq ft) 1622.11 84.80 884.75 E.G.Slope(ft/ft) 0.000031 Area(sq ft) 1622.11 84.80 884.75 Q Total(cfs) 841.80 Flow(cfs) 545.48 49.97 24635 Top Width(ft) 992.40 Top Width(ft) 566.40 16.00 410.00 Vel Total(ft/s) 0.32 Avg Vel.(Ws) 0.34 0.59 028 Max Chl Dpth(ft) 5.30 Hydr. Depth(ft) 2.86 5.30 2.16 Cony.Total(cfs) 150003.7 Cony.(cfs) 97201.8 8904.6 43897.4 Length Wtd.(ft) Wetted Per.(ft) 566.53 21.80 410.14 Min Ch El(ft) 84.90 Shear(lb/sq ft) 0.01 0.01 0.00 Alpha ` 1.10 Stream Power(Ib/ft s) 0.00 0.00 0.00 Frctn Loss(ft) Cum Volume(acre-ft) C&E Loss(ft) Cum SA(acres) BellowsBridgeAs-B. rep HEC-RAS version 4.0.0 March 2008 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 second Street Davis, California x x xxxxxx xxxx xxxx xx xxxx x x x x x x x x x x x x x x XXXXX xxxxxxx xxxx x xxx xxxx xxxxxx xxxx x x x x x x x x x x x x x x x x x x x x x xxxxxx xxxx x x x x xxxxx PROJECT DATA Project Title: Bellows Bridge As-Built Project File : BellowsBridgeAs-B.prj Run Date and Time: 2/23/2012 9:08:20 AM Project in English units PLAN DATA Plan Title: Plan 03 Plan File : C:\Documents and settings\RGeiger.MCD\My Documents\HEc Data\Bellows Bridge\BellowsBridgeAs-B.p03 Geometry Title: bridge Geometry File : C:\Documents and Settings\RGeiger.MCD\My Documents\HEC Data\Bellows Bridge\BellowsBridgeAs-B.g02 Flow Title : Flow 01 Flow File : C:\Documents and Settings\RGeiger.MCD\My Documents\HEC Data\Bellows Bridge\BellowsBridgeAs-B.f01 Plan Summary Information: Number of: Cross Sections = 5 Multiple Openings = 0 Culverts = 0 inline Structures = 0 Bridges = 1 Lateral Structures = 0 Computational Information water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: subcritical Flow Page 1 BellowsBridgeAs-B. rep FLOW DATA Flow Title: Flow 01 Flow File : C:\Documents and Settings\RGeiger.MCD\My Documents\HEC Data\Bellows Bridge\BellowsBridgeAs-B.f01 Flow Data (cfs) River Reach Rs PF 1 Chimacum A 680 841.8 Boundary conditions River Reach Profile upstream Downstream Chimacum A PF 1 Critical GEOMETRY DATA Geometry Title: bridge Geometry File : C:\Documents and Settings\RGeiger.MCD\My Documents\HEC Data\Bellows Bridge\BellowsBridgeAs-B.g02 CROSS SECTION RIVER: Chimacum REACH: A RS: 680 INPUT Description: 160' US of Bridge Station Elevation Data num= 33 Sta Elev Sta Elev Sta Elev Sta Elev sta Elev 0 95.2 23 92.1 40 92.4 76 92.2 104 92.6 131 93 153 92.3 183 92 227 91. 5 273 91.9 305 91.7 350 90.9 365 91.3 378 90.7 378 86.9 385 86.9 393 86.9 393 89. 5 407 89.5 410 88.7 420 90.8 435 90.6 455 91.1 487 90.3 539 89.6 573 88.8 640 88.7 693 89.8 724 89. 5 760 90. 5 810 92.4 853 93.2 884 95.8 Manning's n values num= 3 sta n val sta n val Sta n val 0 .05 378 .035 393 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 378 393 160 160 160 .1 .3 CROSS SECTION RIVER: Chimacum REACH: A RS: 520 Page 2 BellowsBridgeAs-B. rep INPUT Description: US of Bridge station Elevation Data num= 32 sta Elev sta Elev sta Elev sta Elev sta Elev 0 95.2 23 92.1 40 92.4 76 92.2 104 92.6 131 93 153 92.3 183 92 227 91. 5 277 90.3 303 90.1 328 90.3 378 90.3 392 87. 3 399 86.5 406 87.1 411 91.6 428 91 453 91.2 478 88.4 491 88.1 503 89.6 528 89 539 89.6 573 88.8 640 88.7 693 89.8 724 89.5 760 90. 5 810 92.4 853 93.2 884 95.8 Manning's n values num= 3 sta n val sta n val sta n val 0 .05 378 .035 411 .05 Bank sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 378 411 160 160 160 .3 .5 BRIDGE RIVER: Chimacum REACH: A RS: 510 INPUT Description: Bridge Distance from Upstream XS = 10 Deck/Roadway width = 8 weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi cord Lo Cord sta Hi Cord Lo Cord sta Hi Cord Lo Cord 366 90 89 378 99. 5 91 418 99. 5 91 428 91 89 Upstream Bridge Cross Section Data Station Elevation Data num= 32 sta Elev sta Elev sta Elev Sta Elev Sta Elev 0 95.2 23 92.1 40 92.4 76 92.2 104 92.6 131 93 153 92.3 183 92 227 91.5 277 90.3 303 90.1 328 90.3 378 90.3 392 87.3 399 86.5 406 87.1 411 91.6 428 91 453 91.2 478 88.4 491 88.1 503 89.6 528 89 539 89.6 573 88.8 640 88.7 693 89.8 724 89.5 760 90.5 810 92.4 853 93.2 884 95.8 Mannings n values num= 3 sta n val sta n Val sta n val 0 .05 378 .035 411 .05 Bank sta: Left Right Coeff Contr. Expan. 378 411 .3 . 5 Downstream Deck/Roadway coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 366 90 89 378 99.5 91 418 99.5 91 428 91 89 Downstream Bridge Cross section Data station Elevation Data num= 32 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev Page 3 BellowsBridgeAs-B. rep 0 95.2 23 92.1 40 92.4 76 92.2 104 92.6 131 93 153 92.3 183 92 227 91.5 277 90.3 303 90.1 328 90.3 378 90.3 392 87.3 399 86.5 406 87.1 411 91.6 428 91 453 91.2 478 88.4 491 88.1 503 89.6 528 89 539 89.6 573 88.8 640 88.7 693 89.8 724 89.5 760 90. 5 810 92.4 853 93.2 884 95.8 Manning's n values num= 3 sta n val Sta n val sta n Val 0 .05 378 .035 411 .05 Bank sta: Left Right Coeff Contr. Expan. 378 411 .3 .5 upstream Embankment side slope = .1 horiz. to 1.0 vertical Downstream Embankment side slope = .1 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .98 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = weir crest shape = Broad Crested Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Momentum Cd = 2 selected Low Flow Methods = Highest Energy Answer High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line BRIDGE OUTPUT Profile #PF 1 E.G. US. (ft) 90.67 Element Inside BR US Inside BR DS W.S. US. (ft) 90.61 E.G. Elev (ft) 90.66 90.64 Q Total (cfs) 841.80 W.S. Elev (ft) 90.60 90. 58 Q Bridge (cfs) 251.96 Crit w.s. (ft) 89.74 89.74 Q Weir (cfs) Max Chl Dpth (ft) 4.10 r 4.08 weir sta Lft (ft) vel Total (ft/s) 1. 58 1.60 Weir Sta Rgt (ft) Flow Area (sq ft) 531. 58 525.07 weir submerg Froude # chl 0.14 0.14 Weir Max Depth (ft) Specif Force (cu ft) 510.88 503.71 Min El weir Flow (ft) 88.11 Hydr Depth (ft) 1.21 1.19 Page 4 BellowsBridgeAs-B. rep Min El Prs (ft) 91.00 W.P. Total (ft) 446.18 444.90 Delta EG (ft) 0.45 Cony. Total (cfs) 22127.2 21780.3 Delta WS (ft) 0.61 Top Width (ft) 440.49 439.40 BR Open Area (sq ft) 98.82 Frctn Loss (ft) 0.01 0.37 BR Open vel (ft/s) 2.97 C & E Loss (ft) 0.00 0.05 Coef of Q Shear Total (lb/sq ft) 0.11 0.11 Br sel Method Energy only Power Total (lb/ft s) 0.17 0.18 Note: Momentum answer is not valid if the water surface is above the low chord or if there is weir flow. The momentum answer has been disregarded. warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION RIVER: Chimacum REACH: A RS: 480 INPUT Description: 40' DS of Bridge Station Elevation Data num= 32 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 95.2 23 92.1 40 92.4 76 92.2 104 92.6 131 93 153 92.3 183 92 227 91. 5 277 90.3 303 90.1 328 90.3 378 90. 3 392 87.3 399 86. 5 406 87.1 411 91.6 428 91 453 91.2 478 88.4 491 88.1 503 89.6 528 89 539 89.6 573 88.8 640 88.7 693 89.8 724 89. 5 760 90.5 810 92.4 853 93.2 884 95.8 Mannings n Values num= 3 sta n Val Sta n Val Sta n Val 0 .05 378 .035 411 .05 Bank Sta: Left Right Lengths: Left Channel Right coeff Contr. Expan. 378 411 160 160 160 .3 . 5 CROSS SECTION RIVER: Chimacum REACH: A RS: 370 INPUT Description: 150' DS of Bridge Station Elevation Data num= 26 sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 93 100 90 124 90.1 160 91.2 210 92.2 260 91.4 300 90 306 88.4 306 85.1 315 85.1 323 88 340 88.8 353 91.6 365 91.3 374 89.2 Page 5 BellowsBridgeAs-B. rep 417 88.8 425 86.6 445 86.6 460 90.9 470 90.1 536 90 676 88.3 771 87.9 878 90.1 927 94 935 95.6 Manning's n values num= 3 sta n Val sta n Val sta n val 0 .05 306 .035 323 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff contr. Expan. 306 323 370 370 370 .1 .3 CROSS SECTION RIVER: Chimacum REACH: A RS: 0 INPUT Description: Downstream Station Elevation Data num= 27 sta Elev sta Elev Sta Elev Sta Elev Sta Elev 0 91.4 140 86.4 171 86 208 86.2 267 86.3 292 87 324 87.3 390 87.1 500 87.7 545 87.7 570 88.7 585 88.4 596 88 600 87.6 600 84.9 606 84.9 616 84.9 616 88 640 88. 5 785 88.3 843 87.9 911 87. 5 980 87 1000 88 1010 89 1025 90 1040 93 Manning's n Values num= 3 Sta n Val sta n val sta n val 0 .05 600 .035 616 .05 Bank Sta: Left Right Lengths: Left channel Right Coeff Contr. Expan. 600 616 100 100 100 .1 .3 SUMMARY OF MANNING'S N VALUES River:Chimacum Reach River sta. nl n2 n3 A 680 .05 .035 .05 A 520 .05 .035 .05 A 510 Bridge A 480 .05 .035 .05 A 370 .05 .035 .05 A 0 .05 .035 .05 SUMMARY OF REACH LENGTHS River: Chimacum Reach River Sta. Left Channel Right A 680 160 160 160 A 520 160 160 160 A 510 Bridge A 480 160 160 160 Page 6 BellowsBridgeAs-B. rep A 370 370 370 370 A 0 100 100 100 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: Chimacum Reach River Sta. Contr. Expan. A 680 .1 . 3 A 520 .3 . 5 A 510 Bridge A 480 .3 . 5 A 370 .1 .3 A 0 .1 .3 ERRORS WARNINGS AND NOTES Errors Warnings and Notes for Plan : Plan 03 River: Chimacum Reach: A RS: 680 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Chimacum Reach: A RS: 520 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Chimacum Reach: A RS: 510 Profile: PF 1 Note: Momentum answer is not valid if the water surface is above the low chord or if there is weir flow. The momentum answer has been disregarded. River: Chimacum Reach: A RS: 510 Profile: PF 1 Downstream Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: Chimacum Reach: A RS: 480 Profile: PF 1 warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: Chimacum Reach: A RS: 370 Profile: PF 1 Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning:The energy loss was greater than 1.0 ft (0.3 m) . between the current and previous cross section. This may indicate the need for additional cross sections. River: Chimacum Reach: A RS: 0 Profile: PF 1 Warning:Divided flow computed for this cross-section. Page 7 BellowsBridgeAs-B. rep HEC-RAS version 4.0.0 March 2008 u.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California x x xxxxxx xxxx xxxx xx xxxx X x x x x x x x x x X X X x x X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X x X X x x x X X X X X XXXX X X x xxxxxx XXXX X X x x xxxxx PROJECT DATA Project Title: Bellows Bridge As-Built Project File : BellowsBridgeAs-B.prj Run Date and Time: 2/24/2012 8:51:50 AM Project in English units PLAN DATA Plan Title: Nobridge Plan File : c:\Documents and settings\RGeiger.MCD\My Documents\HEC Data\Bellows Bridge\BellowsBridgeAs-B.p01 Geometry Title: nobridge Geometry File : C:\Documents and Settings\RGeiger.MCD\My Documents\HEC Data\Bellows Bridge\BellowsBridgeAs-B.g01 Flow Title : Flow 01 Flow File : C:\Documents and Settings\RGeiger.MCD\My Documents\HEC Data\Bellows Bridge\BellowsBridgeAs-B.f01 Plan Description: subcritical Flow Plan summary Information: Number of: Cross Sections = 5 Multiple Openings = 0 culverts = 0 inline Structures = 0 Bridges = 0 Lateral Structures = 0 Computational Information water surface calculation tolerance = 0.01 critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary conveyance calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: subcritical Flow Page 1 BellowsBridgeAs-B.rep FLOW DATA Flow Title: Flow 01 Flow File : C:\Documents and Settings\RGeiger.MCD\My Documents\HEC Data\Bellows Bridge\BellowsBridgeAs-B.f01 Flow Data (cfs) River Reach RS PF 1 PF 2 Chimacum A 680 841.8 841.8 Boundary conditions River Reach Profile Upstream Downstream Chimacum A PF 1 Known WS = 91. 5 Known WS = 90.2 Chimacum A PF 2 Known WS = 91.5 Known WS = 90.2 GEOMETRY DATA Geometry Title: nobridge Geometry File : C:\Documents and Settings\RGeiger.MCD\My Documents\HEC Data\Bellows Bridge\BellowsBridgeAs-B.g01 CROSS SECTION RIVER: Chimacum REACH: A RS: 680 INPUT Description: 160' uS of Bridge Station Elevation Data num= 33 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 95.2 23 92.1 40 92.4 76 92.2 104 92.6 131 93 153 92.3 183 92 227 91.5 273 91.9 305 91.7 350 90.9 365 91.3 378 90.7 378 86.9 385 86.9 393 86.9 393 89.5 407 89. 5 410 88.7 420 90.8 435 90.6 455 91.1 487 90.3 539 89.6 573 88.8 640 88.7 693 89.8 724 89. 5 760 90.5 810 92.4 853 93.2 884 95.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 378 .035 393 .05 Bank Sta: Left Right Lengths: Left channel Right coeff Contr. Expan. 378 393 160 160 160 .1 .3 Page 2 BellowsBridgeAs-B. rep CROSS SECTION RIVER: Chimacum REACH: A RS: 520 INPUT Description: US of Bridge Station Elevation Data num= 32 Sta Elev Sta Elev sta Elev Sta Elev sta Elev 0 95.2 23 92.1 40 92.4 76 92.2 104 92.6 131 93 153 92.3 183 92 227 91.5 277 90.3 303 90.1 328 90.3 378 90.3 392 87.3 399 86. 5 406 87.1 411 91.6 428 91 453 91.2 478 88.4 491 88.1 503 89.6 528 89 539 89.6 573 88.8 640 88.7 693 89.8 724 89.5 760 90. 5 810 92.4 853 93.2 884 95.8 Manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 378 .035 411 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 378 411 40 40 40 .1 .3 CROSS SECTION RIVER: Chimacum REACH: A RS: 480 INPUT Description: 40' DS of Bridge Station Elevation Data num= 30 Sta Elev sta Elev sta Elev Sta Elev Sta Elev 0 95.2 23 92.1 40 92.4 76 92.2 104 92.6 131 93 153 92.3 183 92 227 91.5 277 90.3 303 90.1 328 90.3 378 90.3 392 87.3 399 86. 5 406 87.1 411 91.6 428 91 453 91.2 478 88.4 491 88.1 503 89.6 573 88.8 640 88.7 693 89.8 724 89.5 760 90. 5 810 92.4 853 93.2 884 95.8 Manning's n values num= 3 sta n val sta n Val Sta n Val 0 .05 378 .035 411 .05 Bank sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 378 411 110 110 110 .1 .3 CROSS SECTION RIVER: Chimacum REACH: A RS: 370 INPUT Description: 150' DS of Bridge Station Elevation Data num= 26 Sta Elev Sta Elev Sta Elev Sta Elev sta Elev 0 93 100 90 124 90.1 160 91.2 210 92.2 260 91.4 300 90 306 88.4 306 85.1 315 85.1 323 88 340 88.8 353 91.6 365 91.3 374 89.2 417 88.8 425 86.6 445 86.6 460 90.9 470 90.1 Page 3 BellowsBridgeAs-B. rep 536 90 676 88.3 771 87.9 878 90.1 927 94 935 95.6 Manning's n values num= 3 sta n Val sta n val sta n Val 0 .05 306 .035 323 .05 Bank Sta: Left Right Lengths: Left channel Right Coeff Contr. Expan. 306 323 370 370 370 .1 .3 CROSS SECTION RIVER: Chimacum REACH: A RS: 0 INPUT Description: Downstream Station Elevation Data num= 27 Std Elev sta Elev Sta Elev Std Elev sta Elev 0 91.4 140 86.4 171 86 208 86.2 267 86.3 292 87 324 87.3 390 87.1 500 87.7 545 87.7 570 88.7 585 88.4 596 88 600 87.6 600 84.9 606 84.9 616 84.9 616 88 640 88.5 785 88.3 843 87.9 911 87. 5 980 87 1000 88 1010 89 1025 90 1040 93 Manning's n Values num= 3 sta n val Sta n Val Sta n val 0 .05 600 .035 616 .05 Bank Sta: Left Right Lengths: Left channel Right Coeff Contr. Expan. 600 616 100 100 100 .1 .3 SUMMARY OF MANNING'S N VALUES River:Chimacum Reach River Sta. n1 n2 n3 A 680 .05 .035 .05 A 520 .05 .035 .05 A 480 .05 .035 .05 A 370 .05 .035 .05 A 0 .05 .035 .05 SUMMARY OF REACH LENGTHS River: Chimacum Reach River Sta. Left Channel Right A 680 160 160 160 A 520 40 40 40 A 480 110 110 110 A 370 370 370 370 A 0 100 100 100 Page 4 BellowsBridgeAs-B. rep SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: Chimacum Reach River Sta. Contr. Expan. A 680 .1 .3 A 520 .1 .3 A 480 .1 .3 A 370 .1 .3 A 0 .1 .3 ERRORS WARNINGS AND NOTES Errors warnings and Notes for Plan : Nobridge River: Chimacum Reach: A RS: 680 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Chimacum Reach: A RS: 520 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: Chimacum Reach: A RS: 480 Profile: PF 1 Warning:Divided flow computed for this cross-section. Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. River: Chimacum Reach: A RS: 370 Profile: PF 1 Warning:Divided flow computed for this cross-section. 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AA o C7 (7 m W N -+Z 8 ("IT ru A O aoU- D S Z ?m 0 x = ,m CO mo(-) C-) Q- o O 0-co xm < < aS0Sa co N ,U =.m yam - O. m a—a 2t I g3 d i. 0Ucn0 s a a W N m2' 0 o m 3,o O 3 5 m C > 0 3 3 r/� m 3 3 -`h' 3 F.,' °- CDCD N SImv, g'-. to 2 N a 3 m = m " N N 0. , S 3 ry O 10 0 n-1 m 5• 2 co a 3 a IP. gig la 2, ,Q F 3m o7, Er). W L.N N N ,0 Na)R.P. (/ O m N I III T O 11111 i 1 a - a c m m y 3 cn \ I g R) wm 3 \ 0 3 $ r ' o) n N R c m.o g \\ m !% m m 77 A -.5,� oo 2-'1 o < a (--) < SIi 0 C v 1 d a g. a A •••••+ -^ r . Designed: ' Date LIVES rpCK BRIDGE RG � � r 4 5/8/09 0 Jefferson Conservation District : �r Bellows Property ms w r.,,..,sr,.,.nn I,.uR,.ww.:��re,»srn - y -4 '+ Drawn: > i • aA• Sheet No. RG :;:,...c,.-.` j '_' Chicnacurn, Washington 2 of 2 1 I ' mi-AQq aia ` w Mason Conservation District 450 W. Business Park Road• Shelton, WA 98584 Phone: (360) 427-9436 • FAX: (360) 427-4396 July 21, 2009 Jefferson County Building Department C/o Al Latham Jefferson Conservation District 205 W. Patison Street Port Hadlock, Washington 98339-9751 Subject: Floodway "No Rise/No Impact" Certification for Proposed Bridge at Spring Rain Farm Ladies and Gentlemen: This document is to certify that I am a duly qualified engineer licensed to practice in the State of Washington. It is to further certify that the attached technical data supports the fact that the proposed bridge at Spring Rain Farm will not impact the base flood elevations, floodway elevations, and floodway widths on Chimacum Creek per the FEMA FIRM floodplain maps published July 19th, 1982, and will not impact the base flood elevations, floodway elevations, and floodway widths at the unpublished cross- sections in the area of the proposed development. If you have questions regarding these engineering calculations, you may call me at (360) 427-9436, ext. 18. Sincerely, ✓ ").: • ,2Y.: Ij?� Rich Gei r c,"` ��`` 4. c' District ngineer .• — r A End: •. HEC-RAS water surface summaries �' owmes:4/t /to PFan:Plan 03 Chimacum A RS:520 Profile:PF 1 E.G.Elev(ft) 90.67 Element Left OB Channel Right OB WI Head(ft) 0.06 Wt.n-Val. 0.050 0.035 0.050 W.S.Elev(ft) 90.61 Reach Len.(ft) 10.00 10.00 10.00 CM W.S.(ft) 89.76 Flow Area(sq ft) 38.66 84.89 417.96 E.G.Slope(ft/ft) 0.001392 Area(sq ft) 38.66 84.89 417.96 Q Total(cfs) 841.80 Flow(cfs) 20.85 249.24 571.71 Top Width(ft) 450.62 Top Width(ft) 114.01 31.90 304.70 . Vel Total(ft/s) 1.55 Avg.Vel.(ft/s) 0.54 2.94 1.37 Max CH Dpth(ft) 4.11 Hydr.Depth(ft) 0.34 2.66 1.37 Cony.Total(cfs) 22564.1 Cony.(cfs) 558.7 6680.8 15324.5 Length Wtd.(ft) 10.00 Wetted Per.(ft) 114.01 33.64 304.99 Mn Ch El(ft) 86.50 Shear(lb/sq ft) 0.03 0.22 0.12 Alpha 1.58 Stream Power(lb/ft s) 0.02 0.64 0.16 Frctn Loss(ft) 0.01 Cum Volume(acre-ft) 0.84 0.94 3.96 C&E Loss(ft) 0.00 Cum SA(acres) 1.52 0.34 4.03 Plan_Plan 03 Chimacum A RS:510 Profile:PF 1 E.G.US.(ft) 90.32 Element Inside BR US Inside BR DS W.S.US.(ft) 90.18 E.G.Elev(ft) 90.18 89.86 Q Total(cfs) 841.80 W.S.Elev(ft) 89.74 89.80 Q Bridge(cfs) 413.80 Crit W.S.(ft) 89.74 88.79 Q Weir(cfs) Max Chl Dpth(ft) 3.24 3.20 Weir Sta Lft(ft) Vel Total(itis) 3.71 1.48 War Ste Rgt(ft) Flow Area(sq ft) 226.75 570.29 Weir Submerg 1 Froude#Chl 0.87 0.15 Weir Max Depth(ft) ; Specif Force(cu ft) 274.52 602.86 Min El Weir Flow(ft) 88.11 Hydr Depth(ft) 0.79 1.31 Min El Prs(ft) 91.00 W.P.Total(ft) 287.30 453.51 Delta EG(ft) 0.73 Cony.Total(cfs) 7880.6 23520.0 Delta WS(ft) 0.71 Top Width(ft) 285.73 434.92 BR Open Area(sq ft) 98.82 Frctn Loss(ft) 0.02 0.25 BR Open Vel(ft/s) 7.11 C&E Loss(ft) 0.19 0.02 Coef of 0 Shear Total(Ib/sq ft) 0.56 0.10 Br Set Method Energy only Power Total(Ib/ft s) 2.09 0.15 ' a r' Plan:Plan 03 Chimacum A RS:480 Profile:PF 1 E.G.Eley(ft) 90.22 Element Left OB Channel Right 08 Vet Head(ft) 0.22 Wt.n-Val. 0.035 0.050 W.S.Elev(ft) 90.01 Reach Len.(ft) 160.00 160.00 180.00 Crit W.S.(ft) Flow Area(sq ft) 65.96 240.87 E.G.Slope(ft/ft) 0.005758 Area(sq ft) 65.96 240.87 Q Total(cfs) 841.80 Flow(cfs) 349.05 492.75 Top Width(ft) 308.41 Top Width(ft) 29.86 278.55 Vet Total(ft/s) 2.74 Avg.Vel.(ft/s) 5.29 2.05 Max Chl Dpth(ft) 3.51 Hydr.Depth(ft) 2.21 0.86 Cony.Total(cfs) 11093.2 Cony.(cfs) 4599.8 6493.4 Length Wtd.(ft) 160.00 Wetted Per.(ft) 31.33 278.79 Min Ch El(ft) 86.50 Shear(lb/sq ft) 0.76 0.31 Alpha 1.87 Stream Power(lb/ft s) 4.01 0.64 j Frctn Loss(ft) 0.58 Cum Volume(acre-ft) 0.77 0.66 2.73 C&E Loss(ft) 0.05 Cum SA(acres) 1.31 0.23 2.95 2 0 0 9 AGENCY USE ON L Y USArmy Corps Date received WASHINGTON STATE 5exNe�sklC Joint Aquatic Resources Permit Application (JARPA) Form [help) Agency reference#: USE BLACK OR BLUE INK TO ENTER ANSWERS IN WHITE SPACES BELOW. 'fax Parcel#(s): Part 1—Project Identification Unique project information that makes it easy to identify. [help] 1a. Unique Project Identifier Number(UPI #) [help] • Don't have one yet?Get one at http:l(www.epermittinq.wa.clov or call the Washington Governor's Office of,Regulatory Assistance at(800),917-0043. 936747-09-01 1 b. Project Name (Examples:Smith's Dock or Seabrook Lane Development) [he'pl SpringRain Farm Bridge Part 2—Applicant ]7�, .4 2. a The person or organization legally responsible for the project. [help] ! `�l.'e 2a. Name (Last, First, Middle)and Organization (if applicable) , . °,lin<< - 1 M' H11'.1 r ' =17- John G. Bellow • .6dDj 2b. Mailing Address(Street or PO Sex) ' likill r jt-p (1$ , ry�ry; II Y °�' J1 iJ l LUUTIIIj UIIU POB 1015 ;, ` 2c. City, State, Zip ��„�1- li�[i� _ l�lll�_l �al�lli Chimacum WA 98325 2d. Phone(1) 2e. P1one(2) _ 2f. Fax 2g. E-mail ( 360) 732-0127 ( 425 )218-7756 ( ) bellow@cablespeed.com Part 3—Authorized Agent or Contact Person authorized to represent the applicant about the project. (Note: Authorized agent(s) must sign 11b. of this application.) [help] 3a. Name(Last,First. Middle)and Organization (if applicable) Al Latham, Jefferson Co. Conservation District 3b. Mailing Address(Street or PO Box) 205 W. Patison St. 3c. City,State, Zip Port Hadlock WA 98339 3d. Phone(1) 3e. Phone(2) 3f. Fax g. E-mail ( 360)385-4105 ( ) (360)385-4823 al@jeffersoncd.org JARPA 2009 Page 1 of 12 Part 4—Property Owner(s) [help) Contact information for people or organizations owning the property(ies)where the project will occur. [help) X Same as applicant. (Skip to Part 5.) ❑ Repair or maintenance activities on existing rights-of-way or easements. (Skip to Part 5.) ❑ There are multiple property owners. Complete the section below and use JARPA Attachment A for each additional property owner. 4a: Name(Last, First, Middle)and Organization (if applicable) John G. Bellow 4b. Mailing Address(Street or PO Box) POB 1015 4c. City, State, Zip , Chimacum WA 98325 4d.;Phone(1) 4e. Phone(2) T 4f. Fax 4g. E-mail (360)732-0127 ( ) ( ) Part 5—Project Location(s) Identifying information about the property or properties where the project will occur. [help] ❑ There are multiple properties or project locations (e.g., linear projects). Complete the section below and use JARPA Attachment B for each additional property. 5a. Street Address (Cannot be a PO Box. If there is no address, provide other location information in 5n.) [help] 820 Old Hadlock Rd. 5b. City, State, Zip(If the project is not in a city or town,provide the name of the nearest city or town.) [help] Chimacum WA 98325 5c. County [helpl Jefferson 5d. Provide the section, township, and range for the project location. [help] '/.r Section Section Township Range NW1/4 11 29N 1W 5e. Provide the latitude and longitude of the project location. [nelpj • Example:47.03922 N lat./-122.89142 W long 48.02166 122.7712 5f. List the tax parcel number(s)for the project location. [help] ak �14.r 1 �,�i� llllh 1 t ) • The local county assessors office can provide this information. Ill; .,-,-;!1:;14%, 901112040 "IN COUP DCO 5g. Indicate the type of ownership of the property. (Check all that apply.) (help) E ` ❑ State Owned Aquatic Land ❑ Tribal x Private ❑ Other publicly owned (federal,state,county, city,special districts like schools, ports,etc.) JARPA 2009 Page 2 of 12 I 5h. Contact information for all adjoining property owners, lessees, etc. (If you need more space, use JARPA Attachment C.) [help] Name Mailing Address Tax Parcel # (if known) SHOLD EXCAVATING INC PO BOX 179, Port Hadlock WA 98339 901112012, 901112041 Michael Anderson 270 W. Maude, Port Hadlock WA 98339 901112013 LEONARD SARIN POB 129, Chimacum WA 98325 901112046 ......................... Douglas Joyce 990 CHIMACUM RD,PORT HADLOCK WA 98339 901 113002 ROGER BOTNEN 10234 RHODY DR,Chimacum WA 98325 901112052 5i. Is any part of the project area within a 100-year flood plain? [help] x Yes ❑ No ❑ Don't know 5j. Briefly'describe the vegetation and habitat conditions on the property. help] Property is agricultural, pasture and orchard. Trees and shrubs sparse along the creek channel. Creek channel was channelized (straightened) in early 1900's. Livestock had unrestricted access to creek until a few years ago. Existing ford (wet crossing)for livestock and farm equipment. 5k. Describe how the property is currently used. ]help] Property use is agricultural. Landowner has enrolled in the Conservation Reserve Enhancement Program (CREP) and will be planting riparian vegetation in a buffer 50' on each side of creek winter 2009-10. Landowner is working with the Jefferson Co. Conservation District on stream habitat improvements - LWD placement and berm removal (HPA 116291-1)to be done summer 2009. 5). Describe how the adjacent properties are currently used. [heipl North of property: Commercial gravel pit and concrete plant. South of property, east of creek is automotive salvage yard. South of property west of creek is farmland. If JUN 302009 :TfUSON COUNTY BCD JARPA 2009 Page 3 of 12 7b. Will the project impact wetlands? [hei 1 ❑ Yes x No ❑ Don't know 7c. Will the project impact wetland buffers? [helpl ❑ Yes x No ❑ Don't know 7d. Has a wetland delineation report been prepared? [helot • If yes,submit the report, including data sheets,with the JARPA package. ❑ Yes x No Not needed since farmed wetland extends on both sides of creek. 7e. Have the wetlands been rated using the Western Washington or Eastern Washington Wetland Rating System? Ihelpt • If yes,submit the wetland rating forms and figures with the JARPA package. ❑ Yes x No ❑ Don't know 7f. Have you prepared a mitigation plan to compensate for any adverse impacts to wetlands? rhelpl • If yes, submit the plan with the JARPA package. ❑ Yes ❑ No x Not applicable 7g. Use the table below to list the type and rating of each wetland that will be impacted; the extent and duration of the impact; and the type and amount of compensatory mitigation proposed. If you are submitting a compensatory mitigation plan with a similar table, you may simply state (below)where we can find this information in the mitigation plan. rhelpl Activity causing Wetland type Impact area Duration Proposed Wetland impact (fill, and rating (sq. ft. or acres) of impact2 mitigation mitigation area drain, excavate, category' type3 (sq. ft. or acres) flood, etc.) 'Ecology wetland category based on current Western Washington or Eastern Washington Wetland Rating System. Provide the wetland rating forms with the JARPA package. 2 Indicate the time(in months or years,as appropriate)the wetland will be measurably impacted by the activity.Enter"permanent"if applicable. 3 Creation(C), Re-establishment/Rehabilitation(R), Enhancement(E), Preservation(P), Mitigation Bank/In-lieu fee(B) Page number(s)for similar information in the mitigation plan, if available: 7h. For all filling activities identified in 7g.,describe the source and nature of the fill material, the amount in cubic yards that will be used, and how and where it will be placed into the wetland: [hem Not applicable 71. For all excavating activities identified in 7g., describe the excavation method, type and amount of material in cubic yards you will remove, and where the material will be disposed. [helpl Not Applicable JARPA 2009 Page 6 of 12 7j. Summarize what the compensatory mitigation plan is meant to accomplish, and describe how a watershed approach'was used to design the plan. f tieiol Project is one component of landowner efforts to protect/improve salmon habitat, water quality and stream function. Part 8—Waterbodies (other than wetlands): Impacts and Mitigation In Part 8, "waterbodies" refers to non-wetland waterbodies. (See Part 7 for information related to wetlands.) [help] x Check here if there are waterbodies on or adjacent to the project area. (If there are none, skip to Part 9.) 8a. Describe how the project is designed to avoid and minimize adverse impacts to the aquatic environment. eIp1 ❑ Not applicable Purpose of project is to avoid impacts caused by farm equipment and livestock using ford to cross the creek. Project will protect salmon habitat and water quality- bridge will provide shade/cover for fish. Project is agricultural best management practice designed by Conservation District engineer. This project is associated with already permitted project on this property to reconnect floodplain by removing spoils berm and adding LWD structures to stream channel. Landowner has placed entire property in a conservation easement to protect farmland and habitat. 8b. Will your,project impact a waterbody or the area around a waterbody? [Help] x Yes ❑ No 8c. Summarize impact(syto each waterbody in the table below. [help] Activity causing Waterbody Impact Duration Amount of Area (sq. ft. or impact(clear, name location' of impact2 material to be linear ft.) of dredge,fill, pile placed in or waterbody drive, etc.) removed from directly affected waterbody Excavate Chimacum Adjacent 1 day None None streambank for Cr. l ID bridge abutments 'Indicate whether the impact will occur in or adjacent to the waterbody. If adjacent, provide the distariee be =Ni'tlie impact and'the waterbody and indicate whether the impact will occur within the 100-year flood plain. 2 Indicate the time(in months or years,as appropriate)the waterbody will be measurably impacted by the work. Enter"permanent"if applicable. 8d. Have you prepared a mitigation plan to compensate for the project's adverse impacts to non-wetland waterbodies? [help] • If yes,submit the plan with the JARPA package, ❑ Yes E No xNot applicable project has positive impacts with no adverse impacts to creek. . Summarize what theicompensatory mitigation plan is meant to accomplish. Describe how a watershed approach was used to design tl e plan. • If you already completed 7j..you do-not need to restate your answer here. [help] JARPA 2009 Page 7 of 12 8f For all activities identified in 8c., describe the source and nature of the fill material, amount(in cubic yards) you will use, and how and where it will be placed into the waterbody. [help) No fill in waterbody 8g. For all excavating or dredging activities identified in 8c., describe the method for excavating or dredging, type and amount of material you will remove, and where the material will be disposed. [help) Backhoe/tracked excavator will excavate holes for bridge abutments. No material removed from stream channel. Part 9—Additional Information Any additional information you can provide helps the reviewer(s) understand your project. 9a. If you have already worked with any government agencies on this project, list them below. [help] Agency Name Contact Name Phone Most Recent Date of Contact 9b. Are any of the wetlands or waterbodies identified in Part 7 or Part 8 on the Washington Department of Ecology's 303(d) List? [help1 • If yes, list the parameter(s)below. • If you don't know, use Washington Department of Ecology's Water Quality Assessment tools at: http://www.ecy.wa goy/programstwo/303d/. x Yes ❑ No Several parameters listed but none in the project reach. 9c. What U.S. Geological Survey Hydrological Unit Code (HUC) is the project in? [help) • Go to http://cfpub.epa.gov/surf/iocate/index.cfm to help identify the HUG. 17110019 9d. What Water Resource Inventory Area Number(WRIA#) is the project in? [help) • Go to http:/lwww.ecy.wa.00vlservices/gis/maps/wria/wria.htm to find the WRIA ff. + 17 . [�� COUN]YOCD JARPA 2009 Page 8 of 12 9e. Will the in-water construction work comply with the State of Washington water quality standards for turbidity? [help • Go to http:l/www.ecy.wa:gov/programs/wq/swqs/criteria.html for the standards. ❑ Yes ❑ No x Not applicable No in-water construction work 9f. If the project is within the jurisdiction of the Shoreline Management Act, what is the local shoreline environment designation? [help • If you don't know,contact the local planning department. • For more information,go to:htt.:ilwww.ec .wa..ov/.ro•rams/sealsma/laws rules/173-26/211 desi.nations.html. Rural ❑ Urban ❑ Natural 7 Aquatic x Conservancy ❑ Other 9g. What is the Washington Department of Natural Resources Water Type'? [help] • Go to http://www.dnr_wa.cov/BusinessPermits/Topics/ForestPracticesApplications/Pages/fp watertvpinq.aspx for the Forest Practices Water Typing System. xS ❑ F ❑ Np _ Ns 9h. Will this project be designed to meet the Washington Department of Ecology's most current stormwater manual? [help] • If no, provide the name of the manual your project is designed to meet. ❑ Yes ❑ No Not applicable Name of manual: 9i. If you know what the property was used for in the past, describe below. [help] Agriculture 9j. Has a cultural resource (archaeological) survey been performed on the project area? (help] • If yes, attach it to your JARPA package. ❑ Yes x No no state of federal funding for project 9k. Name each species listed under the federal Endangered Species Act that occurs in the vicinity of the project area or might be affected by the proposed work. [help] No ESA listed species in vicinity of project. It is 2 miles upstream of reach utilized by summer chum. Steelhead migrate through site. Project will protect salmon habitat and water quality. 91. Name each species or habitat on the Washington Department of Fish and Wildlife's Priority Habitats and Species List that might be affected by the proposed work. [helot Project will protect habitat for Coho, steelhead, i�11 \'JUR 3 0 2 Jt. ?Ui CDkit1 DCC JARPA 2009 Page 9 of 12 Part 10—Identify the Permits You Are Applying For Use the resources and checklist below to identify the permits you are applying for. • Online Project Questionnaire at http://apps.ecy.wa.qov/opas/. • Governor's Office of Regulatory Assistance at (800) 917-0043 or helpora.wa.gov. 10a. Compliance with the State Environmental Policy Act(SEPA). (Check all that apply.) [help] • For more information about SEPA,go to www.ecy.wa.qov/programsfsea/sepale-review.html X A copy of the SEPA determination or letter of exemption is included with this application. ❑ A SEPA determination is pending with (lead agency). The expected decision date is ❑ I am applying for a Fish Habitat Enhancement Exemption. (Check the box below in lob.) • Submit the Fish Habitat Enhancement Project form with this application. The form can be found at http://www.epermittinq.wa.gov/Portals/ JarpaResourceCenterlimages/default/fishenhancement.doc ❑ This project is exempt (choose type of exemption below). ❑ Categorical Exemption. Under what section of the SEPA administrative code (WAC) is it exempt? ❑ Other: ❑ SEPA is pre-empted by federal law. [help] 1 Ob. Indicate the permits you are applying for. (Check all that apply.) [helpl LOCAL GOVERNMENT Local Government Shoreline permits: ❑ Substantial Development ❑ Conditional Use ❑ Variance x Shoreline Exemption Type (explain): Agricultural Best Management Practice Other city/county permits: ❑ Floodplain Development Permit ❑ Critical Areas Ordinance . ., STATEGOVERNMENT - Washington Department of Fish and Wildlife: x Hydraulic Project Approval (HPA) ❑ Fish Habitat Enhancement Exemption 1�� p a 1i. .RE 1 41D Washington Department of Ecology: ❑ Section 401 Water Quality Certification ;f 3 0 20U9 Washington Department of Natural Resources: ❑ Aquatic Resources Use Authorization "" """"''' ocg FEDERAL GOVERNMENT _'',4-1111177 United States Department of the Army permits (U.S. Army Corps of Engineers): ❑ Section 404 (discharges into waters of the U.S.) ❑ Section 10 (work in navigable waters) United States Coast Guard permits: ❑ General Bridge Act Permit ❑ Private Aids to Navigation (for non-bridge projects) JARPA 2009 Page 10 of 12 Part 11-Authorizing Signatures Signatures required before submitting the JARPA package. 11 a. Applicant Signature(required) 'helot I certify that to the best of my knowledge and belief,the information provided in this application is true, complete, and accurate.I also certify that I have the authority to carry out the proposed activities,and I agree to start work only after I have received all necessary permits. I hereby authorize the agent named in Part 3 of this application to act on my behalf in matters related to this application.sc{I I (initial) By init'• i . h re, I state that I have the authority to grant access to the property. I also give my consent to the per •"f f• ag ncies -n = -•r if a property where the project is located to inspect the project site or any work re=t-• • th proje•t. % (initial) eT t 11/111011111111111, 13 7_c0 9 _. _,,�c, Date 11 b. Authorized Agent Signature [helot I certify that to the best of my knowledge and belief,the information provided in this application is true,complete, and accurate. I also certify that I have the authority to carry out the proposed activities and I agree to start work only after all necessary permits have been issued. c -Z, iL> J s—/3— zff Authorized Agent Date 11c. Property Owner Signat re(if not . .plicant) (help) I conseg'to /e per itting en.i is : :ring •- property where the project is located to inspect the project site or any .r hese' spec .ns •- all •• ur at reasonable times and,if practical,with prior notice to the land• e 4,1 r Ery _ 36 _—2_c.,Q 1 p ....i Orr-! 'f' V rim Date 18 U.S.•§1001 provides that:Whoever,in any manner within the jurisdiction of any department or agency of the United States knowingly falsifies,conceals,or covers up by any trick,scheme,or device a material fact or makes any false,fictitious,or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false,fictitious,or fraudulent statement or entry,shall be fined not more than 510,000 or imprisoned not more than 5 years or both. If you require this document in another format,contact The Governor's Office of Regulatory Assistance(ORA).People with hearing loss can call 711 for Washington Relay Service.People with a speech disability can call(877)833-6341. ORA publication number: ENV-019-09 i JARPA 2009 Page 11 of 11 JUN 3 21143 u Li EU ON COUNT? DCB JARPA 2009 Page 11 of 12 1 -'. Washington HYDRAULIC PROJECT APPROVAL Coastal Department of 48 Devonshire Road FISH and RCW 77.55 021-Appeal Pursuant to Chapter 34.05 RCW Montesano,WA 98563 WILDLIFE (360)249-4628 Issue Date: July 07, 2009 Control Number: 117431-1 Project Expiration Date: September 30, 2011 FPA/Public Notice#: N/A PERMITTEE AUTHORIZED AGENT OR CONTRACTOR John Bellow Jefferson Co Conservation District P.O Box 1015 205 W Patison Street Chimacum,WA 98325 Port Hadlock, WA 98339 425-218-7756 360-385-4105 Fax: 360-385-4823 Project Name: Bellow/JCCD- Livestock/Farm Bridge -Chimacum Creek Project Description: Construct bridge for farm equipment and livestock to replace existing creek ford. Project is agricultural best management practice designed by Conservation District to protect salmon habitat and water quality. PROVISIONS 1. TIMING LIMITATIONS: The project may begin July 8, 2009 and shall be completed by September 30, 2011, provided that work below the ordinary high water line shall only occur between July 8th and September 30th of calendar year 2009, and July 1st and September 30th of calendar years 2010 and 2011. 2. NOTIFICATION REQUIREMENT: The Area Habitat Biologist (AHB) listed below shall receive notification (Phone: 360-417-1434 or E-mail: poweltep@dfw.wa.gov) from the person to whom this Hydraulic Project Approval(HPA) is issued (permittee) or the agent/contractor no less than three working days prior to the start of construction activities. The notification shall include the permittee's name, project location, starting date for work, and the control number for this HPA. 3. Work shall be accomplished per plans and specifications approved by the Washington Department of Fish and Wildlife entitled "Livestock Bridge,Bellows Property" and dated May 8, 2009, except as modified by this Hydraulic Project Approval(HPA). A copy of these plans shall be available on site during construction. BRIDGE INSTALLATION 4. Excavation for the footings shall be completely separated from the stream by placing the footings landward of the top of the bank. 5. Excavation for and placement of the foundations and superstructures shall be outside the ordinary high water line of the stream. 6. The bridge structures shall be placed in a manner to minimize damage to the streambed and banks. Page 1 of 5 Washington HYDRAULIC PROJECT APPROVAL Coastal • • Department of 48 Devonshire Road FISH and RCW 77.55.021 -Appeal Pursuant to Chapter 34.05 RCW Montesano,WA 98563 F WILDLIFE (360)249-4628 Issue Date:July 07,2009 Control Number: 117431-1 Project Expiration Date: September 30,2011 FPA/Public Notice#: N/A 7. The bridge shall be constructed to pass the 100-year peak flow with consideration of debris likely to be encountered. 8. Abutments, piers, pilings, sills, riprap, etc., shall not constrict the flow and cause any appreciable increase (not to exceed 0.2 feet) in backwater elevation (calculated at the 100-year flood)or channel-wide scour, and shall be aligned to cause the least effect on the hydraulics of the stream. No rock or rock products shall be placed below the ordinary high water line. 9. The bridge shall be surfaced in a way that does not allow aggregate or earthen material (dirt, mud, etc)to fall into the stream. Bullrails or curbs shall be installed and maintained to prevent the entry of this material into the stream. 10. The bridge shall be surfaced in a way that does not allow aggregate or earthen material (dirt, mud, etc)to fall into the stream. Bullrails or curbs shall be installed and maintained to prevent the entry of this material into the stream. EQUIPMENT 11. Equipment used for this project shall operate stationed on the bank or roadway. 12. Equipment used for this project shall not enter or operate below the ordinary high water line. 13. Equipment used for this project shall be free of external petroleum-based products while working around the stream. Equipment shall be checked daily for leaks (hydraulic fluid, diesel fuel, etc.) and any necessary repairs shall be completed prior to commencing work activities. WATER QUALITY 14. Extreme care shall be taken to ensure that no petroleum products, hydraulic fluid, roadbed fill material, mud, preservatives, paint, paint products, chemicals, or any other toxic or deleterious materials are allowed to enter or leach into the stream. Treated wood and metal shavings resulting from the drilling of holes shall also be totally contained and removed from the work area. 15. The use of drop cloths or similar impermeable devices shall be used as necessary to achieve compliance with Provision #14. 16. Fresh concrete or concrete by-products shall not be allowed to enter the stream at any time during the project. All forms used for concrete shall be completely sealed to prevent the possibility of fresh concrete getting into the stream. 17. The use of wood treated with creosote or pentachlorophenol is not authorized. 18. All lumber to be used for the project shall meet or exceed the standards established in 'Best Management Practices For the Use of Treated Wood in Aquatic Environments' developed by the Page 2 of 5 Washington HYDRAULIC PROJECT APPROVAL Coastal Department of 48 Devonshire Road FISH and RCW 77.55.021-Appeal Pursuant to Chapter 34.05 RCW Montesano,WA 98563 WILDLIFE (360)249.4628 Issue Date:July 07, 2009 Control Number: 117431-1 Project Expiration Date: September 30, 2011 FPA/Public Notice#: NIA Western Wood Preservers Institute, dated July 1996. 19. Every effort shall be taken during all phases of this project to ensure that sediment-laden water is not allowed to enter the stream. These may include, but are not limited to, straw bales, silt fencing, and/or immediate mulching of exposed areas. Waters downstream of the work area shall not be adversely affected by project activities. 20. All waste material such as construction debris, excess dirt, or spoils resulting from this project shall be deposited abovthe limits of flood water at an approved upland disposal site. 21. If high flow conditions that may.cause siltation are encountered, work shall stop until the flow subsides. Project activities shall not degrade water quality to the detriment of fish life. 22. If, at any time as a result of project activities, fish are observed in distress, a fish kill occurs, or water quality problems develop (including equipment leaks or spills), operations shall cease and the Washington Department of Fish and Wildlife at (360) 902-2537, and the Washington Military Department's Emergency Management Division at 1-800-258-5990, shall be contacted immediately. Work shall not resume until further approval is given by the Washington Department of Fish and Wildlife. REVEGETATION 23. Disturbance of the streambed, banks, and riparian vegetation shall be limited to that necessary to construct the project. Within seven calendar days of project completion, all disturbed areas shall be protected from erosion using grass seed, hay mulch, erosion control matting, or other effective means. PROJECT LOCATIONS Location #1 Spring Rain Farm WORK START: July 08, 2009 (WORK END: September 30, 2011 WRIA: Waterbody: Tributary to: 17.0203 Chimacum Creek Port Townsend Bay 1/4 SEC: Section: Township: Range: Latitude: Longitude: County: NW 1/4 11 29 N 01 W N 48.02166 W 122.7712 Jefferson Location#1 Driving Directions From Corner of SR 116 and Chimacum Road in Port Hadlock, go South on Chimacum Road for 0.6 miles. Turn on to Old Hadlock Road and go to the 820 marker. Page 3 of 5. Washington HYDRAULIC PROJECT APPROVAL Coastal ' Department of 48 Devonshire Road FISH and RCW 77.55.021-Appeal Pursuant to Chapter 34.05 RCW Montesano,WA 98563 WILDLIFE (360)249-4628 Issue Date: July 07,2009 Control Number: 117431-1 Project Expiration Date: September 30,2011 FPA/Public Notice#: N/A APPLY TO ALL HYDRAULIC PROJECT APPROVALS This Hydraulic Project Approval pertains only to those requirements of the Washington State Hydraulic Code, specifically Chapter 77.55 RCW(formerly RCW 77.20). Additional authorization from other public agencies may be necessary for this project. The person(s)to whom this Hydraulic Project Approval is issued is responsible for applying for and obtaining any additional authorization from other public agencies(local, state and/or federal)that may be necessary for this project. This Hydraulic Project Approval shall be available on the job site at all times and all its provisions followed by the person(s)to whom this Hydraulic Project Approval is issued and operator(s)performing the work. This Hydraulic Project Approval does not authorize trespass. The person(s)to whom this Hydraulic Project Approval is issued and operator(s)performing the work may be held liable for any loss or damage to fish life or fish habitat that results from failure to comply with the provisions of this Hydraulic Project Approval. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day and/or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment. All Hydraulic Project Approvals issued pursuant to RCW 77.55.021 (EXCEPT agricultural irrigation, stock watering or bank stabilization projects)or 77.55.141 are subject to additional restrictions, conditions or revocation if the Department of Fish and Wildlife determines that new biological or physical information indicates the need for such action. The person(s)to whom this Hydraulic Project Approval is issued has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All agricultural irrigation, stock watering or bank stabilization Hydraulic Project Approvals issued pursuant to RCW 77.55.021 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the person(s)to whom this Hydraulic Project Approval is issued: PROVIDED HOWEVER,that such modifications shall be subject to appeal to the Hydraulic Appeals Board established in RCW 77.55.301. APPEALS INFORMATION If you wish to appeal the issuance or denial of, or conditions provided in a Hydraulic Project Approval,there are informal and formal appeal processes available. A. INFORMAL APPEALS(WAC 220-110-340)OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.021, 77.55.141, 77.55.181,and 77.55.291: A person who is aggrieved or adversely affected by the following Department actions may request an informal review of: (A)The denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Project Approval; or (B)An order imposing civil penalties. A request for an INFORMAL REVIEW shall be in WRITING to the Department of Fish and Wildlife HPA Appeals Coordinator, 600 Capitol Way North, Olympia,Washington 98501-1091 and shall be RECEIVED by the Department within 30 days of the denial or issuance of a Hydraulic Project Approval or receipt of an order imposing civil penalties. If agreed to by the aggrieved party, and the aggrieved party is the Hydraulic Project Approval applicant, resolution of the concerns will be facilitated through discussions with the Area Habitat Biologist and his/her supervisor. If resolution is not reached,or the aggrieved party is not the Hydraulic Project Approval applicant, the Habitat Technical Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or his/her designee. If you are not satisfied with the results of this informal appeal, a formal appeal may be filed. B. FORMAL APPEALS (WAC 220-110-350)OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.021 (EXCEPT agricultural irrigation, stock watering or bank stabilization projects)or 77.55.291: A person who is aggrieved or adversely affected by the following Department actions may request a formal review of: (A)The denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Page 4 of 5 r a Washington HYDRAULIC PROJECT APPROVAL Coastal Department of 48 Devonshire Road FISH and RCW 77.55.021 -Appeal Pursuant to Chapter 34.05 RCW Montesano,WA 98563 'r= ,yWILDLIFE . (360)249-4628 Issue Date:July 07, 2009 Control Number: 117431-1 Project Expiration Date: September 30,2011 FPA/Public Notice#: N/A Project Approval; (B)An order imposing civil penalties;or (C)Any other'agency action'for which an adjudicative proceeding is required under the Administrative Procedure Act, Chapter 34.05 RCW. A request for a FORMAL APPEAL shall be in WRITING to the Department of Fish and Wildlife HPA Appeals Coordinator, shall be plainly labeled as'REQUEST FOR FORMAL APPEAL'and shall be RECEIVED DURING OFFICE HOURS by the Department at 600 Capitol Way North, Olympia,Washington 98501-1091,within 30-days of the Department action that is being challenged. The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal,the deadline for requesting a formal appeal shall be within 30-days of the date of the Department's written decision in response to the informal appeal. C. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.021 (agricultural irrigation, stock watering or bank stabilization only), 77.55.141, 77.55.181,or 77.55.241: A person who is aggrieved or adversely affected by the denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Project Approval may request a formal appeal. The request for FORMAL APPEAL shall be in WRITING to the Hydraulic Appeals Board per WAC 259-04 at Environmental Hearings Office, 4224 Sixth Avenue SE, Building Two- Rowe Six, Lacey, Washington 98504; telephone 360/459-6327. D. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO CHAPTER 43.21 L RCW: A person who is aggrieved or adversely affected by the denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Project Approval may request a formal appeal. The FORMAL APPEAL shall be in accordance with the provisions of Chapter 43.21L RCW and Chapter 199-08 WAC. The request for FORMAL APPEAL shall be in WRITING to the Environmental and Land Use Hearings Board at Environmental Hearings Office, Environmental and Land Use Hearings Board,4224 Sixth Avenue SE, Building Two-Rowe Six, P.O. Box 40903, Lacey,Washington 98504; telephone 360/459-6327. E. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS results in forfeiture of all appeal rights. If there is no timely request for an appeal,the department action shall be final and unappealable. • ENFORCEMENT: Sergeant Henry (28) P2 Habitat Biologist —` — ' for Director Theresa Powell 360-417-1434 ..--� ---• WDFW CC:Jefferson County DCD Page 5 of 5 . . REC ` JEFFERSON COUNTY �� 20Q� y 1 DEPARTMENT OF COMMUNITY DEVELOPMENT CC pp 621 Sheridan Street• Port Townsend •Washington 98368itittll ' COUNn 11 0CB 360/379-4450 • 360/379-4451 Fax SNO http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# Ock- \a PROJECT/APPLICANT NAME John Bellow Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. Construct livestock/farm equipment bridge across Chimacum Cr.to replace existing creek ford. Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. Flat 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. Pasture grasses,shrubs, alder,willow. vegetation in bridge costruction permit is grass and nettels. 4. Describe the existing soils. Indicate soil type on the site map. Swantown gravelly sandy loam 5. Describe the existing site hydrology(i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable,and indicate acreage of each. Bridge is over Chimacum Cr. using existing farm lane. No change in hydrology due to bridge 6. Describe any excess levels of noise generated by the proposed use or activity: None stormwater Bile plan templatedoe—rev.10/12/2003 5 7. Describe significant geographic features and critical'areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on the site. Indicate location on the site map. Chimacum Cr.and farmed wetland pasture. 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas (streams,wetlands, lakes,steep slopes,etc.). Agicultural land Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. 9. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30 in the Manual) or, if not, what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. No,change in site hydrology due to bridge. 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for"large"projects or projects that involve the potential for dispersion of contaminants.] NA 11. Describe the performance goals and standards applicable to the project. � ?[7.\���1[Ry TED D A .AIN 3 0 2CO. 12. Describe the flow control system. nn (�I I�{'j� n(' NA �'CI[i!lel L<')UW11 UCII stormwater site plan template.doc—rev.10/122003 6 13. Describe the water quality system. EC,E1_! I11,JJ NA JUN 3U2 14. Describe the conveyance system analysis and design. IN MINTY 000 NA 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. NA 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. NA 17. Describe the proposed surfacing material. NA 18. Describe methods for restoration of the site. NA 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large"projects only and only those for which facilities are required to control flow or treat runoff.] If included, list the Manuals here. NA 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. NA • 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. HPA from WA Dept.of Fish&Wildlife • stormwater site plan templete.doc—rev.10112/2003 7 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I—CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements—Construction SWPPP 1. Mark Clearing Limits. NA 2. Establish Construction Access. 3. Control Flow Rates. 4. Install Sediment Controls. 5. Stabilize Soils. 6. Protect Slopes. jl 7. Protect Drain Inlets. stomlwater site plan template.dcc—rev.10/12/2003 g 12 Required Elements—Construction SWPPP(continued) ir—�111 8. Stabilize Channels and Outlets. JUN 3 0 2309 9. Control Pollutants. JEff[fl'ON CO OCA 10. Control De-Watering (the act of pumping groundwater or stormwater away from an active construction site). 11. Maintain Best Management Practices(BMPs). 12. Manage the Project. 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. stop ter site plan tem plate.dac—rev.10/1212003 s b. Description of special requirements for working in or near environmentally sensitive areas. 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,erodibility, settleability, permeability, depth,texture, soil structure). 5. Construction Phasing. a. Construction sequence b. Construction phasing (if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). Provide a proposed construction schedule. II. Wet Season Construction Activities. a. Proposed wet season construction activities. n b. Proposed wet season construction activities for environmentally sensitive areas. rlryi 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. a. Sediment Ponds/Traps. b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations slormweter site plan template doe-rev.10/12/2003 10 SECTION II—EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures may be depicted on the master land use application plot plan,a stormwater site plan,and/or a separate Construction SWPPP site plan. This is a checklist to ensure that the following are depicted on a site plan: 1. General. a. Vicinity Map [ (2,', { r , q r b. Jefferson County Approval Block 1�fit:J[1 j� )� �z c. Erosion and Sediment Control Notes 2. Site Plan. JUN 3 0 2UUJ a. Legal description of subject property. c/ b. North arrow. • c. Indicate boundaries of existing vegetation(e.g., tree lines, pasture areas, etc.). -rrrr?r.1el crt"Tv I I nco d. Identify and label areas of potential erosion problems. If e. Identify FEMA base flood boundaries and Shoreline Management boundaries(if applicable). f. Show existing and proposed contours. g. Indicate drainage basins and direction of flow for individual drainage areas. h. Label final grade contours and identify developed condition drainage basins. i. Delineate areas that are to be cleared and graded. j. Show all cut and fill slopes indicating top and bottom of slope catch lines. 3. Conveyance Systems. a. Designate locations for swales, interceptor trenches, or ditches. b. Show all temporary and permanent drainage pipes,ditches, or cut-off trenches required for erosion&sediment control. c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts. d. Shows grades,dimensions,and direction of flow in all ditches,swales, culverts and pipes. e. Provide details for bypassing off-site runoff around disturbed areas. f. Indicate locations and outlets of any dewatering systems. 4. Location of Detention Best Management Practices(BMP8). Identify location of detention BMPs. 5. Erosion and Sediment Control Facilities. a. Show the locations of sediment trap(s),pond(s),pipes and structures. b. Dimension pond berm widths and inside and outside pond slopes. c. Indicate the trap/pond storage required and the depth, length,and width dimensions. d. Provide typical section views through pond and outlet structure. • e. Provide typical details of gravel cone and standpipe,and/or other filtering devices. 1. Detail stabilization techniques for outlet/inlet. g. Detail control/restrictor device location and details. h. Specify mulch and/or recommended cover of berms and slopes. i. Provide rock specifications and detail for rock check dam(s), if applicable. j. Specify spacing for rock check dams as required. k. Provide front and side sections of typical rock check dams. I. Indicate the locations and provide details and specifications for silt fabric. m. Locate the construction entrance and provide a detail. 6. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be explained and illustrated with detailed drawings. 7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants other than sediment(e.g.,concrete wash water). 6. Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water quality on the construction site. Sampling stations should be located upstream and downstream of the project site. stormwater site plan template.doc rev.10A22003 11 Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes, and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems, treatment facilities, flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. ` APPLICANT SIGNATURE By sig '. t : Constr ction ��P 1,1 - ,-et, I as the applicant/owner attest that the information provided herein is true and corre• • t'- best of my e•!-. also ce,ify that this application is being made with the full knowledge and consent of all ow -rs •f =affecte prope y. I iZoo el (LAN• ' . ,i- . 0 ZE• •JiSENTA ' RE) (DATE) THIS -ACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: it�,� '•y'. E JN 3 0 2009 [<DSUN COUNTY DCD • stormwater site plan template.doc—rev.10/12/2003 12 `_- _ . u iiii x r s 1 ' IA k- c 440 4 A p. 4 > S 4. } wn E c . y n • LF ILegend ° , ,, 4 * BAC IA V - - - Fence a w,4 " i. Left bank Right bank . ' rs a I $ berm to be removed * ____________ Parcels i s x Bridge rnV"•. ,.. I- �� '' ' 4 moi is'•. Ai a 41/11/111wit 11. Chimacum Cr. RM 2.7 Project , _N 3 0 2009 820 Old Hadlock Rd. 120 " ..- Chimacum WA 98325 I (Feet NW1/4 Sit T29N. RIW Note: LWD & berm removal already permitted 11044 az w., tai m 0 cv a 0 0 e. • i s m u) m a v v a) a a Ctl t or E 0. WID `vCY gCC M ea LL O < N M E 7 Q CO .-1 p E i ry = r �°O `- z C W t , .04.4: ,,,,41, _ ...,,, - 4116 - i up iiimill c } i 7Y . , CD LL 0 Ce) '.- 4 -kitirit, lit - - ' Ir*; .4. 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A 1 - .................. z ... . 4.ir. .., 4 • .. • • ....—......... ................. ..... ...................... . ...o. • 4: ,_ , . .-.•:. .. .. . ., fr • • 'illy 147 • • a4 4, , • Existing Livestock/Farm Equipment Ford—proposed bridge site. -01 !!:s TU !i JUN 3 J 2uaj COUNTY DCD r in ,1 1,, �, Port Townsend Bay i hi num 1 , i A �.~ PortHadlockSR19 _ lialle41A\ ill f.or *z . , ,,,, , P• _T. Project Site Ilk 1111 '� —rte — 'ilf IF 1 ilk ilk IF r .5T--\-----i\\ ....,„.. ...__ iir---. gel! 4111k Vicinity Map '---pii Spring Rain Farm *. �'j+ 820 Old Hadlock Rd. Port Hadlock, WA 98339 lliChimacum Cr. 1 Illifik , I V Ilk c* WAC 197-11-970 Determination of nonsignificance(DNS). DETERMINATION OF NONSIGNIFICANCE Description of proposal Construct livestock/farm equipment bridge over Chimacum Cr.to replace existing ford crossing. Proponent John Bellow/Jefferson Co.Conservation District Location of proposal,including street address,if any 820 Old Hadlock Rd..Port Hadlock WA 98339 SII,T29N,RI W: 48.02166 122.7712 Lead agency Jefferson Co.Conservation District The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement(EIS)is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. ❑ There is no comment period for this DNS. ❑ This DNS is issued after using the optional DNS process in WAC 197-11-355. There is no further comment period on the DNS. x This DNS is issued under WAC 197-1 1-340(2);the lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by June 19,2009 Responsible official Al Latham, Position/title Manager.Jefferson Co.Conservation District Phone.360-385-4105_ Address 205 W. Patison St.,Port Hadlock WA 98339 Date. 5-29-09 Signature /. • - (OPT/ON/10 X You may appeal this determination to(name) Al Latham,Jefferson Co.Conservation District at(location)205 W.Patison St., Port Hadlock WA 98339 no later than(date)June 19,2009 by(method)US mail or hand delivery You should be prepared to make specific factual objections. 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V d 1 + Boundaries j y 901112014 . \f 4 S 7'•g�jN i (r+ E *Aram County • 901112013 / f` Y l i .;-7.772-::- = 0 was L1 Citter Calms ` —�1 901113008 901112013-I il' ,, '`,''-'-_ i - i I I4i , 2' t I i,1) i \ —4?,) i 9011140\00 / /9d1114016� ,. V 't �,911111f :i' 11 it 9011131107[ 1 (: L ; I(I I1 a 00002: , r :9014021 na° 936599992 ,Alf I \J VPao dM.lellsemCaYryCarrffir.�.C�9 11, 136500003 f r P f FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. 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Mon Aug 03 10:23:24 2009 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 8/3/2009 Map Output Page 1 of 1 901112040 FIJI*st 901112003.. 901112006, 901112038 4901111016 901112007.__ I 1101112036 901111004 //! 1017: 901112049 901112037 I 901112001 got 1120N ,9111111017. wIilt2095 901112008.— i L_' r /' 901_1204 :nix,,t 9o1N2001 9omtow �r . 901111009 901 1204 ,( + �.. ,r i aiinielt ad' r 11 901112032. 1 E.-1/01i11008- 901 -- 901/11006 f 901112051 .,1112091 901112012 1901111006 1.....--",::-.047440--,. 90111m12 '_._ Legend autiff,, 901111008 o Selected Features T +fib / �/ JC Roads 901 I12 901112040 j101 r3 Parcels-M 90111 ,, 1 i- Wetlands Ni 1 04R-- 901111012 Rare P1anlsnEoOsyalems I f0 1109 901112028 I 901112013 N // 901111008 901112040 , , . 901112046 '{+ Boundaries 9o111io9o„1291a ' El >da.a,Caarty ,, _- ... .3 i 0 NI lbw c"inJM1 —_ 1112013..___ El Ort tante —r _.._.. _ I / 901114000 901114014 , 1 901/13007 :'.107% Redeemer 901113007 13 1- ti —r n'. 036600002 0 901114022 -1 9365060331166000n 4 -- — - J 36 0fA04 A *Mary it _R/ 901113003 A100005 '-`7e Maps woad"!try Jelleyson Cam,Oars Se-.,..,a,C ---- _.._ 6841t FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness orvalidity. Data contained in this map is limited by the method and accuracy of its collection. Mon Aug 03 10:24:43 2009 http://gisserver/servlet/com.esri.esrimap.Esrimap?S erviceName=ovmap&ClientV ersion=4.0... 8/3/2009 • Map Output Page 1 of 1 901112040 I v Hildabi-c' 901112003_„1901112006 901117039 I ��'9011110,8/'� 901172039 901112037 I 907112001 2046 • 2009. �—�- 90,1170r --!.` 907719071211190. ,111112007 —L� 901112036 901111017/ j f � _ L9_t4011M_11d ` 7. 90111 !„� ^?''.. .'3,7 901112002 907111019 r — . awl hd-li/ , - 901111-2:, 901111009 '.' r....i' ;'; „ 90„12012 901111aos fl'�''-:._�w.y 901112012 f 161'+ ;: Legend o .Ia i r 90111]1008`-- .. c3 Selected Features — X04 / f✓ JC Roads 907112027 90,11.,.. 901. dg Paroek,+1 '-7140 Lie aci4_L 90 1110,3 • a.1 Seisms Hazard 1111 {'fitit.�^,i 901111012 y ■ Boundaries 901112028 90,1,200 if-7 f ❑ x_901112030 991]11„i�. .fdtrlrsm Coiity 11 1 „� 0 Wow 9011120369011,2014 ❑ Oyer Carom . r•.111201.] gg C0881910/1 314977 -- I 12 •• 1�779s /4/ !• .� ;: ! 901I1 . .33.14014 90177113001 t� 901113007 ,g•-.,n ..... 1— 93630000 { 1 ,.' . 936600002.1l .,1114022 'i 3090 93603 ._u n t tri -- 65000 * ! 1 - 936600004•[._,,,, ji 0Rt 907773003 — l-., T 4. Man>mided .1dvs� q' Chub Costal S>..cs GI9 __ FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness orvalidity. Data contained in this map is limited by the method and accuracy of its collection. Mon Aug 03 10:25:12 2009 http://gisserver/servlet/com.e sri.e srimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0... 8/3/2009 .Map Output Page 1 of 1 901112040 Hildast.3°,112003 i;�� 112°061 901ryp96 901111018` 901112039 901112037 901112001 901111004 r% // 112036L '0901 I - . , 90111: 901111019 901111000 Jr/r s ',178201 t f 901/11006 •01!2051 I 9011120129071t100S1 ¢ �__' y . ...6.44 ,. '' 901112012 / .. Le Legend / 901111006'x..- El Selected Features /11it''' �/ ,1C Roads 1 901112040 i t n 901112027 1� Parcels-11 90111..i... 90ri 11013' FEMA FIRMS Nip Leen p:.7115WI1 90iii1012' 901112026 I 901112023 �._..'+ r. 901111009 • ANI L_901112030 9011110/6 -� +' 7 ■ I.._. . =a 90111203590,112014 +'lr • OIv i� 'tH 2013 Boundanes 1a _907112013 U �c�m r� '04Wx...1113006 ' 90„14000 ❑ Crow Comm 901114014 901113001 90111-��� Rsd9eme� : � Y — 9365000011 ta:,.i:v 9665011032.b 901114022 _ ii936500003 ... 's 936500004 9369"64-1 8811818. - -T'--------- 901113003 -- 901113003 1 ,r QAtm ar (a %Ian vrn*de4 W Carte Cees=GIS - -- +�/ 93ssoc+.10s 9 FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contaired herein and makes no warranty with respect to its correctness orvalidity. Data contained in this map is limited by the method and accuracy of its collection. Mon Aug 03 10:25:45 2009 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 8/3/2009 . Map Output Page 1 of 1 901112040 IYii[t; �t �.Y 2003 v?'1t200fi• 90177 . ' Gi - '901,12039 sonH2O3 F 94 t 200'. _ 1,� d') 112U•. `rYt),,, p.111..�.. _-: gr •ry � 4i wit) .rr Lope n cn Rd • _ --.."90111201 i f ' :9011,,•. • .r 117207 i 'a" c:'..1: ''onr,ell R� e 1t6 ~z '7 I �, (:,y ,,,ite 11112012 1120111100S •r, Legend 901112912 + 'QC J Selected Features .. . �L'� ...1111006 .' JC Roads 90,'12090241/ r Parcels-H 901 Ota• k' Critical Aquder Recharge 111 -2.,/ i} Areas Nip lee Rd v (� ;."YfST.',f:.. 907/ 11012 r Y "c ctl �1•t1 n ' ' 10111 • t 9011 t 1009 Sl15CsUHK 4•.1.,m, i O YJtPA 91;,C SJBC • "2035..11, , .t ! 901112013 'O 7+ 4 Es SARPA _901112013 SANPA.UNK - Boundaries .dkrmr Cooly 1 901113006 901114000 •, 7/A 99,,,b,. n ,lar. 90,,,300, 4rN 130024461171-11/1 � I I OtvCaeb ----- 0Ol Wiy - 907,1300 Y39s000i --- 11.7 e38599901 • 03650 0002— ^ •1114022 93600 3936500004 66 /9 gp 00003: 901113003 '�jj9J A X41 r ,,, �' s evndrb br'.1eln� a/M CCera&re mGtS _ ___ _ l/ 0111 •9940. Na: FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its .rrectness orvalidity. Data contained in this map is limited by the method and accuracy of its collection. Mon Aug 03 10:26:19 2009 http://gi sserver/servlet/com.esri.e srimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0... 8/3/2009 , Map Output Page 1 of 1 901112040 Hilda st .:.2001 s 90, 2006 90 2039 ,.n r •90 0 6 d q0 •2079 90 2037 .90•••200• 1 9°' °°4 ds` 901t R0 1 90'"*20:17 901k 2036 :�_ r 490x`940V .v o° ,.r �yyyyy �9011 1045 s+ra r 09 . ' . „ .,-=9,* ' WI 2016 0iO4'4' . v, Y + 6 1 r 4 . _ _ 1, ' p „, `i 'e• , i F - ' , .t r F 90 112042 ffi - 1 .' 90 .20.0 90 "2002 . ,x 90•U10t9 90t,11009 ' - •ei 901472043 1 " J -y zm•'. ._ . .I 90"12032 •.- .F b tat %t2 + s ,. 90' 1008 90< 205 i /�i9*) x.20.2. 90. `1005 i .1' .,,„10".� :m 0 �•"204 � - 90 .2012 r, ., rh.� Legend 4. 90. *64' A d ,. I/ 9011/1008` - 0 Selected Features "'f�90 1.2052 -aal,' 90'1+2040 . AO, ....:.: - v....'.3 f Boundanes ......2..U .. I�I 3aFvsm Cant' I ea Q,-: ._.... i . : _ y I f Y 0 17, 4 17,,,i,,,...11-01"AYr _. wi- f 1A G i K 1. ,. or----- -Isa4ft FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness orvalidity. Data contained in this map is limited by the method and accuracy of its collection. Mon Aug 03 10:27:47 2009 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 8/3/2009 , Map Output Page 1 of 1 t 901112040 tUt 112006 •,:' 'I'•'o - _. Hada S1 90111 901172038 '•-late ,: _ 90 ..2045 . 9 : 1111 a 9011126w. - 01112617 96711260P. 901 L,...„ -.9(It112008.._.—_ ;. - - '�.9olittatT " y 901112043 J 416 t - -�` 901112010° 901112002 F 901N10t9•' 901111009.'1 44 901112043 ♦r !r / MI ,yq 901112632. Pomwell 961112051 -, 90111204/4 __..�..': ;..:..., �. L :! it ka• Legend .9011/2052 - .;_ Pcolds a 901112021 901'12040 ` - 2008 Aerial Photos 901tt 4:, z y -p E Baondanes Lee s 9 1AY3QICOJly '•IStt2028 .90111.1. .; 1 901112030 901112046 ..,'1: C! r ...... ' _.- I Nae u",. 7 Dines caroms 901112035901112014 - - '.t s''�'7K}7 - • - .�, a� - • "4'"it'`,. ...„ 901112013 901113006 ' 90711466p ..179401:: 4 .901113001 .� t' e. - 001 ' L ig {901113007 0.18100001 `‘,eri :. i',: :-` - 9fiG'N991 # , s 9366030023 sixxx2' 001114022 r ;. 1 t' .-4-',.. ♦ 1., 93660000.1 .S., i ',.. 4 901113003 036600.004 'Often RIS A try Canty ceaaSe'..Mc,ss _ s. FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness orvalidity. Data contained in this map is limited by the method and accuracy of its collection. Mon Aug 03 10:29:26 2009 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&Cl ientV ersion=4.0... 8/3/2009 August 3, 2009 JOHN G BELLOW ROXANNE HUDSON PO BOX 1015 CHIMACUM WA 98325-1015 RE: SITE ADDRESS: 820 OLD HADLOCK RD MLA#: MLA09-00212 Dear JOHN G BELLOW: Jefferson County Department of Community Development staff have reviewed the application materials for the above project proposal and have determined that the application is substantially complete. Additional information needed for project review may be requested in writing by the Director or Project Planner. Please call the Department of Community Development if you have any questions. Sincerely, Department of Community Development Staff c: File August 3, 2009 Dear Reviewer, RE: MLA09-00212 Jefferson County has forwarded the attached application to you for review and comment because your agency is responsible for determining compliance with state and federal requirements or may otherwise be affected by the following proposal: SHORELINE EXEMPTION FOR LIVESTOCK BRIDGE This proposal is subject to environmental review and threshold determination under the State Environmental Policy Act(SEPA). Location: Parcel 901 112 040, Sectionl1, Township 29N, Range 1W, WM, located at 820 Old Hadlock Rd, Chimacum 98328 Comments must be received within fourteen (14) calendar days or by August 17, 2009. If no written response has been received within fourteen (14) days,your agency will be presumed to have no comments. If necessary, the UDC administrator may grant an extension of time for comment. Please contact at (360)379-4450 if you desire an extension of time or have additional questions regarding this proposal. Thank you in advance for your attention to this matter. Sincerely, c: , r° eO( JEFFERSON COUNTY ,kiii, DEPARTMENT OF COMMUNITY DEVELOPMENT ii im ? L. ,4 621 Sheridan Street• Port Townsend •Washington 98368 ' 360/379-4450 • 360/379-4451 Fax r f' 1 Ft7N http://www.co.jefferson.wa.us/commdevelopment/ JE`FERSON COUNTY DEO Stormwater Calculation Worksheet IMLA# Q a^ a,`a PROJECT/APPLICANT NAME: NiCi(I-+E 3 C(,OG",-.) I DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if required. PARCEL SIZE(I.E.,SITE) Size of parcel 2-0 acresAn acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 8 1 J 2-42C.:-) sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs such as willow,elderberry,salmonberry, and salal;herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be Geared, graded,filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert%acres or more of Construction site for structures sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. sq/ft Circle: Yes 4114, Well,utilities,etc. sq/ft Does the project convert 2'4 acres or more of native vegetation to pasture? Driveway,parking,roads,etc. 170 sq/ft Circle: Yes CO Lawn, landscaping,etc. sq/ft Other compacted surface,etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance Vi sq/ft Cut —I Fill (cu/yd) I [over) stormwater talc worksheet—REV.2/208008 0 JEFFERSON COUNTY CONSERVATION DISTRICT 205 W. Patison St., Port Hadlock, WA 98339 - Phone (360) 385-4105 FAX (360) 385-4823 alieffersoncd.orq Spring Rain Farm Livestock/Farm Equipment Bridge Project Description John Bellow purchased the Spring Rain Farm property (820 Old Hadlock Rd., Chimacum WA 98325) in December 2008. Prior to his ownership the farm had been used for raising livestock, most recently horses. In order to access the pastures on each side of Chimacum Creek livestock and farm equipment crossed the creek using a ford (wet crossing). John wants to protect the creek from the impacts of using the ford by constructing a bridge for livestock and farm equipment. The bridge is one component of his efforts to protect and improve stream habitat. Since acquiring the farm John has protected the farm for agriculture through a conservation easement with the Jefferson Land Trust. He has also worked with the Conservation District on a stream habitat improvement project, and enrolled 3.6 acres of riparian zone in the Conservation Reserve Enhancement Program (CREP). The stream habitat improvements include removing an old spoils berm along the creek to reconnect flood plain and add wood structures in the stream channel. This project has received necessary permits and will be constructed summer 2009. The CREP buffer will be planted in winter 2009/2010. In addition to protecting the creek from livestock/farm equipment crossings the bridge will provide shade and cover for fish utilizing this reach of Chimacum Cr.. RECEWED JUN 3 0 2009 r ?£JN COUNTY OCD 12 BUILDING PERMIT APPLICATION MRAOwTOp: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD09-00192 Received Date: 6/30/2009 SITE ADDRESS: 820 OLD HADLOCK RD CHIMACUM, 98325 OWNER: JOHN G BELLOW PHONE: (425) 218-7756 ROXANNE HUDSON PO BOX 1015 CHIMACUM WA 98325-1015 SUBDIVISION: Block: Lot: T 76+ PARCEL NUMBER: 901112040 Section: 11 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: AL LATHAM PHONE: (360) 385-4105 205 W PATISON ST PORT HADLOCK WA 98339 PROJECT DESCRIPTIOP LIVESTOCK BRIDGE TO MEET AG BMP'S TYPE OF WORK NON SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 3,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2006 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: 7/1 ii)C.;9• Type Amount Paid By: Date: Receipt: Approved/Date Plan Check $54.11 KAS 06/30/09 108678 Permit $83.25 KAS 06/30/09 108678 State Building Code $4.50 KAS 06/30/09 108678 Total: $141.86 CASES, FINDING, CONDITIONS, PERMISSIONS FOR • Parcel 901112040 Printed: July 17, 2009 Cases Name Review Type Status Planner SDP09-00004 MLA09-00010 BELLOW I A Application Received: 1/15/2009 Permit Issued/Case closed: 3/19/2009 Case Finaled: Fish Habitat Enhancement Project-Chimacum Creek 1.) Prior to commencing development activity, proponent is responsible for informing the Washington Department of Fish and Wildlife(WDFW) in order for WDFW to determine whether this action is subject to the Washington State Hydraulic Code (Chapter 220-10 WAC). Hydraulic Project Approval (HPA) is required for all hydraulic projects, which are defined as construction or performance of other work that will use, divert, obstruct, or change the natural flow or bed of any of the salt or fresh waters of the state. 2.) In addition to Jefferson County permit conditions, the project proponent shall comply with all conditions set forth by the Washington Department of Fish and Wildlife through Hydraulic Project Approval. 3.) The proposed project is to install large woody debris (LWD) and remove old spoils berm. Logs and logs with rootwads will be pushed into streambank for anchoring using an excavator working from streambank above OHWM. One crossing of stream by equipment may be necessary to install LWD from both sides -crossing will be on logs temporarily placed in channel. Spoils berm removed to pre-berm grade at OHWM. Site has been enrolled in Conservation Reserve Enhancement program which will plant the riparian area. 4.) The proposal qualifies as a Fish Habitat Enhancement project and is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to RCW 77.55.290, which states that Fish Habitat Enhancement projects are not subject to the requirements of RCW 43.21 C.030(2)(c). If the proposal does not qualify as a Fish Habitat Enhancement Project, the proposal may be subject to SEPA. 5.) This approval is for a shoreline exemption for a Streamline Fish Habitat Enhancement Project only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 6.) The Development Review Division finds that this proposal is consistent with Shoreline Master Program JCC 18.25.090 and is consequently exempt from the substantial development permit(SDP) requirements. Exemptions from the substantial development permit requirements do not exempt a proposed development from compliance with the applicable policies and standards of the Shoreline Master Program or other applicable Federal, State, or local permit or license requirements. 7.) Work within the jurisdiction of the Shoreline Master Program other than as described above shall receive separate review from this Department. 8.) RCW 77.55.290(4) states that local government may not require permits or charge a fee for Fish Habitat Enhancement projects. This serves as Jefferson County's comments on the proposal and also provides a means for Jefferson County to track the proposed activity. Jefferson County has determined that Fish Habitat and Enhancement projects that conform to the provisions of the Act area consistent with the Jefferson County Comprehensive Plan, Unified Development Code (UDC), and all other applicable ordinances and regulations. The State Legislature has determined that Fish Habitat and Enhancement projects that conform to the provisions of the Act have been determined to be consistent with local shoreline master programs. The proposal has been submitted as a Fish Habitat and Enhancement project. If the Washington State Department of Fish and Wildlife determines that the proposal does not qualify as a Streamlined Hydraulic Project Approval (HPA) by meeting the criteria of a Fish and Wildlife Enhancement project (RCW 77.55.290), then a standard HPA will be required and permits may be required by Jefferson County. 9.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 10.) Prior to commencing development activity, the proponent is responsible for informing the US Army Corps of Engineers (COE) in order for COE to determine whether a Department of the Army permit or review is required. Generally, review is required for construction and dredging in or around navigable waters of the US and for work or fill in hydrologically connected wetlands. Contact the US Army Corps of Engineers, Seattle District Regulatory Branch, PO Box 3755, Seattle WA 98124, (206) 764-3495, for more information. BLD09-00192 MLA09-00212 BELLOW I P Application Received: 6/30/2009 Permit Issued/Case closed: Case Finaled: LIVESTOCK BRIDGE 10 MEE I AG BMP'S No findings, conditions, or permissions found. PRJ09-00112 MLA09-00212 BELLOW P Application Received: 7/1/2009 Permit Issued/Case closed: Case Finaled: LIVESTOCK BRIDGE 10 MEE I AG BMP'S Page 1 of 2 Cases Name Review Type Status Planner N f dings, conditions, or permissions found. SDP09-00049 MLA09-00212 BELLOW I P Application Received: 6/30/2009 Permit Issued/Case closed: Case Finaled: SHORELINE EXEMP I ION FOR LIVESTOCK BRIDGE No findings, conditions, or permissions found. EXM96-00044 COVINGTON F M GREWELL Application Received: 9/17/1996 Permit Issued/Case closed: 9/19/1996 Case Finaled: 9/19/1996 Boundary line adjustment No findings, conditions, or permissions found. PRE96-00010 COVINGTON C M GREWELL Application Received: 5/29/1996 Permit Issued/Case closed: 7/12/1996 Case Finaled: Two lot short plat with eases No findings, conditions, or permissions found. PRE97-00024 COVINGTON F M GREWELL Application Received: 6/4/1997 Permit Issued/Case closed: 6/26/1997 Case Finaled: No findings, conditions, or permissions found. ZON97-00028 COVINGTON W M GREWELL Application Received: 8/28/1997 Permit Issued/Case closed: Case Finaled: extract, wash and crush gravel material. No findings, conditions, or permissions found. USR08-00060 BELLOW A Application Received: 9/4/2008 Permit Issued/Case closed: Case Finaled: irrigation well only. No findings, conditions, or permissions found. Page 2 of 2 ,Parcel Print Page 1 of 1 Parcel Number: 901112040 05/14/2007 Owner Mailing Address: JOHN G BELLOW ROXANNE HUDSON PO BOX 1015 CHIMACUM WA 983251015 Site Address: 820 OLD HADLOCK RD CHIMACUM 98325 Section: 11 School District: Chimacum (49) Qtr Section: NW1/4 Fire Dist: Chimacum (1) Township: 29N Tax Status: Taxable Range: 1W Tax Code: 211 Planning area: Tri-Area (4) Sub Division: Land Use Code: 8100 - OPEN SPACE - Agriculture EASE V555 P647 Property Description: S11 T29 R1W I TAX 76(LS PTN TAX 83) I SUBJ/CONS EASE W/JLT #539628 I SUBJ/CC#08-2- 000294-1 I Ec No Photo Available http://www.co.jefferson.wa.us/assessors/parcel/parcelprint.asp?PARCEL_NO=901112040... 7/17/2009 >- a) H O = O Q L.L N CI _o H O O H Q O N O .. .. b- \ O I 4- N - N O O ice, o O O L J ;LI C_7 -O Z CC v -I-+ CO - a� c. LU 0 o = `i N ++ '0 H 0) CO CD I- y:.._�_� "� .. 7 s L L ¢ J f•`4f- Q = U U U CD O P • ; ,; Z O O U O J O_ O_ H P I- I- O CD G1 kyi. 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X X F- Q 1-$°N. 0 RECE %pED A JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend •Washington 98368 JUN 3 0 2095 360/379-4450 • 360/379-4451 Fax 1 Z CS" www.co.jefferson.wa.us/commdevelopment tr(11_pentl fIDIpM CI Master Permit Application MLA: CD(k.-a`a Project Description(include separate C sheets1_as necessary). `` � ,,n I 1'012-,56 13 v f* VV.�e_k � 13 W u?S Property T N axumber) T� 11 )264/0� Size: Z\, a 3 ,c__ (acres/square feet) Site Address and/or Directions to Property: $20 011 Kna„locla, • gc) Property Owner(s)of Record: 0-6 10.0. Be_1``(JZ f kov.a v 141AC)50e, Telephone: 1-12-5-`2_15?- 7 7 S` Fax: email: fir /(nip @(i I c '� - Mailing Address: 'F.b O. ae & 0/5- 11 Applicant/Agent(if different from owner): a - � i-a.t G.v�, .5-LLD Telephone: ti 0 leis" qt aFax: L email:al 16 ie cre—/6c Y/ (A`i V 1 Mailing Address: 2b S j.). JP r 56 n 0- What kind of Permit?(Check each box that applies ❑Building ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Demolition Permit ❑Conditional Use[C(a), C(d), or C]** ❑Single Family ❑Garage Attached/Detached ❑Discretionary"D"or Unnamed Use Classification ❑ Manufactured Home ❑ Modular ❑Special Use(Essential Public Facilities)** ❑ Commercial* ❑Boundary Line Adjustment ❑ Change of Use ❑Short Plat** ❑ Address ❑ Road Approach ❑ Binding Site Plan** ❑ Home Business ❑Cottagelndustry ❑ Long Plat** ❑Propane ❑Planned Rural Residential Development(PRRD)/Amendments** ❑Sign ❑Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions** ❑Stormwater Management ❑Shoreline Management Substantial Development** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance ❑Temporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Tree Vegetaion Request *May require a Pre—Application Conference **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate ,,, 0.\m► I!y...- to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE BMW'.1 t;' Date: l,- 3o -ZOO _ By signing this applicat .n r#v e o eat . es s that the information provided herein,and in any attachments,is true and correct to the best of his,her or it's knowle•ge. •ny material false ood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit b,ing null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any ay accrue against Je erson C. n as a result of or in consequence of the granting of this permit. I further agree to provi a and is ht of en !ie- fir n County- d its employees,representatives or agents for the sole purpose of application review and any req 'ed la I specti,ns. : aff a d right of e ry will be assumed unless the applicant informs the County in writing at the time of the applic on tha h r she ,: is prio l.. • J R_ Signature: / Date: 1tv:) ///�v f7 negatively impact upon one or tfiore threatened or The action or actions Applicant will undertake as a result of the issuance of this permit may g y p p endangered species anc4couh, ead to a potential"take" fan endangered species as those terms are defined in the federal law known as the "Endangered Species Act" • ' "."Jefferson Count ak no ass ra s to the applicant that the actions that will be undertaken because this permit has been issued I r folate th ESA. An i ivi I, p or ency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you - - in of •fiance ith the Jeff on C n d velopm nt code.The Applicant acknowledges that he,she or it holds individual .i and non-transferab ' respo .lity for hering to h the A. The Applicant has read this disclaimer an signs and date it below. Signature: Date: 2 C:\Documents and Settings\, .l\T.ocal Settings\Temporary Internet Files\OLK86\Master Perrnit Application 12-19-2006.doc I BUILDER STATEMENT The signer oft ' - ent d,es here., 1 they - the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be a: i • e res onsibility r.f thz e: - :l Con actor for the proposed project.// ZOO r , 1 Date: ltz ""3b ' GENERAL CONT';ACTOR OR MANU 'CTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New Wood Existing: .1 Sewer C Addition _: Steel Proposed: Bank n Community System • Alteration/Remodel Concrete Total: Height: ❑ Individual System H Repair Masonry SEP Permit# ❑ DemolitionOther:�— Bedrooms: Water Supply: Demolition , Other: art t pp 114 Existing: Setback: ❑ Private well i Two Party Type of Heat: ton40 r nd rJj Proposed: ❑ Public Total: Name of System: If this is a Commercial Proiect you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants, employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: 0 Underground Tank ❑Above ground Tank Size of Propane Tank: ❑Heat Stove 0 Cook Stove 0 Woodstove 0 Fireplace Insert ❑Hot Water Tank 0 Pellet Stove ❑Other Is this appliance being installed in a Manufactured I Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated EH Bld App Review:Pa [\) fr Pkr_ 2nd Floor Heated Consistency Review:PA IX 13 00 Other Heatedt� Base fee: i as Mezzanine ,N'a Additional Section: _ Heated Basement /�� Plan Check fee: 514 , 1 '' itt Unheated Basement n State Surcharge fee:Ai 4 5D Other Unheated ,1 Pot Water Review fee: Garage/Carport SUBTOTAL A 5q. S ' Decks e: Other NAz S� 4`1/.(� � NIP % TOTAL: $ Lt DI/CJ Receipt Number: TO g(0-7g Cih/Check Number: aV _, V ESTIMATED COST(REQUIRED) Date: /�� •Fair mark d materials foundation to finish Initials: ( I. 1 C:\Documents and Scttings\carat\Local Settings\Tuaip6/a.i{/,•`WA:4fFr�R q4 1.0 aster Permit Application 12-19-2006.doc I . DEVELOPMENT REVIEW TIME SHEET Date Time Comments (401.5010 V2 hY"' 1 nn1-c, k.z_ 1:-6-4-4-t.R__ n�� -7( 110 ? s uyv ES y►1rio ta4A to k Com-ad AL LA44\G. , tPt April 14,2009 I:1R_M LT_Ca se_C R M LA.rpt UDC CONSISTENCY REVIEW Pr.4t P , er. Master#MLA09-00212 Review Type Project Description BLD09-00192 I LIVESTOCK BRIDGE TO MEET AG BMP'S , ,1 `tfi PRJ09-00112 LIVESTOCK BRIDGE TO MEET AG BMP'S SDP09-00049 I SHORELINE EXEMPTION FOR LIVESTOCK BRIDGE Primary: JOHN G BELLOW Site Address: ROXANNE HUDSON 820 OLD HADLOCK RD PO BOX 1015 CHIMACUM WA, 98325 CHIMACUM WA 98325-1015 AL LATHAM REP 205 W PATISON ST PORT HADLOCK WA 98339 Project Location: Parcel 901 112 040, Sectionl 1, Township 29N,Range 1W, WM, located at 820 Old Hadlock Rd, Chimacum 98328 Parcel Number: 901112040 S-T-R: 11-29N-01W TotalAcreagt 21 Legal Description S11 T29 R1W TAX 76(LS PTN TAX 83) SUBJ/CONS EASE Land Use: 8100 W/JLT#539628 SUBJ/CC#08-2-000294-1 Flood District: Fire District: 1 Planning Area: 4 Flood Map(FIRM)Panel No: School 49 Zoning: COMP PLAN DESIGNATION: Vle COMMUNITY PLAN: UGA: MPR: WATER SUPPLY UTILITY: Service Area PUD: [ ] Plot plan states"property line" two Assessor's Map(Property s .-: submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) ,' Legal Access to Property NO ,// Parcel Tags or Scanned Documents YES NO de/ ESA's: Special Reports Nearby YES 0 (P/ Designated Ag ('424 Shoreline Designation: NO CfAISONA.)Ce-4/14/ I Shoreline S .rility: ES NO Stream Ty r NO Fish&Wile I.—YES 41t)Wetlands: cipRare Plants:,‘.:a 4 Seismic: NO Landslide: Flood: NS Erosion: Aquifer Recharl e :YE 0a., 9 SC— SIPZ: 'one At -isk High Risk Coastal CMZ: nom High Risk a oderate Risk Disconnected CMZ Stonnwater s1 e plan submitt=t0 o Forest Lands: YES 4, Adjoining Forest Lands: Commercial/ Rural/ holding Stoimwater: New Impervious Surface 3t7a Land Disturbing Activity_ ESA's Stonnwater Req's: Min Reg#2 Min Re #1 thru#5 Min Req#1 thru#10 Engineering / Notice Provisions/Disclosure. Airport YEs x RL YES rro Forest Lands YES No c 4f Landscaping Required:Ye,,f�, Parking Spaces R ' ed VLS 2 Other .egi Building Height: UBC Standard [ Impervious Surfac overage percentage: c ci (7 Resource Lands&Public: 10% Rural esidentjal: 25% Rural Industrial: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only Total Building(s) Size: RVC:20,000 SF CC:5,000 SF NC:7,500 SF GC: 10,000 SF All others:sulyect to septic&watercorstraids/Nore specified [ ] Setbacks: Front: Left Side: Right Side: Rear: Shoreline Setback: LSHA Setback: [ ] Road Classification: Road Approach: EXISTING NOT REQ'D RAP [ ] SEPA Required: YES EXEMPT [ ] Flood Certificate: [ ] Existing Case(s)&Condition(s): Violations: Yes No [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YES NO [ I Site Visit conducted YES NO [ ] Require Final Zoning Approval YES NO [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES No parcel tags found for parcel Associated CASES status issued finaled description 901112040 MLA09-00010 SDP09-00004 A 3/19/2009 Fish Habitat Enhancement Project-Chimacum Creek MLA09-00212 SDP09-00049 P SHORELINE EXEMPTION FOR LIVESTOCK BRIDGE PRJ09-00112 P LIVESTOCK BRIDGE TO MEET AG BMP'S BLD09-00192 P LIVESTOCK BRIDGE TO MEET AG BMP'S ZON97-00028 W extract,wash and crush gravel material. PRE96-00010 C 7/12/1996 Two lot short plat with easement. EXM96-00044 F 9/19/1996 9/19/1996 Boundary line adjustment PRE97-00024 F 6/26/1997 USR08-00060 A irrigation well only. CALE GIVEN UNDER THE NORTH ARROW IS iE ORIGINAL DRAWING ONLY. OPY MAY BE A REDUCED OR ENLARGED DUCTION. REFER TO THE SCALE BELOW. )OX 20OX 400X 600X BOOR GINAL MAP SCALE: 1' - 100' X - 1/2 FOOT 1' - 200' X - 1 FOOT 1' - 400' X - 2 FOOT ,ESSOR DOES NOT IN ANY WAY GUARANTEE 'URACY OF THE ACREAGE AND PARCEL BOUNDARIES D ON THESE MAPS. PARCEL SIZE AND N IS BASED ON INFORMATION AVAILABLE, JG RECORDED SURVEYS, LEGAL DESCRIPTIONS, 'HOTOGRAPHS, AND VARIOUS GOVERNMENT WHERE THIS INFORMATION IS [ENT, PARCEL BOUNDARY LOCATIONS !MATED. MAPS ARE UPDATED FREQUENTLY. PLEASE 41TH THE COUNTY ASSESSOR FOR THE REVISION. ;E INFORMATION, CONTACT: JEFFERSON COUNTY ASSESSOR P.O. BOX 1220 PORT TOWNSEND, WA, 98368 3 2 10 11 33l.µ' 421.86' z}1 901112004 901112005 901112003 TAX 34 NW NW(N1/2)N15A LSTX :TAX6(LS TO EASELOT 3.29 a. 22, 34, 35 ' SUBJ TO PA EASE NW NE NW 7.84 o. S ,00 5NpRj 5.96 a. Ie?o LESS TAX 57-60 HILDA ST.�AppROX.J 901112006 LOT 2 0.O 99 a. 5.39 o. 32B 29 \ AY R. E. HA HAW2017 TAX 35 SHORT LAT TA2017 TAX 21 X 21 8 \ 4.05 a. SUBJ TO EASE 901112044 & WLY CO. RD., LESS LOPEMAN O, SHORT PLAT, LESS TAX 66, 73) LOT 1 901112045 \\ 3.76 a. 2.37 o. LOT 2 _ ].84 a. 328.00 �- 3 79.8' 901112042 1 Z c TAX 69 & 1/2 INT IN TRACT A 7.54 a. N I R v 9�(Nl/2) uj v 901112043 N$ TAX 70 & 1/2 INT IN TRACT A R 7.54 a. (SW 1/4 2 -29N -1W) 2651.x9' 901111020 801173025 901111014 QLP� TAX 69 & 70) 901112004 / :TAX6(LS TO EASELOT 1 NW NE NW I 5NpRj 5.96 a. 901112001 LESS TAX 57-60 Q 901112006 LOT 2 0.O 99 a. 5.39 o. 901112052 TAX 35 �. 8 LOT 2 SUBJ TO EASE S468.8'& LS 5A NE OF & WLY CO. RD., LESS LOPEMAN O, SHORT PLAT, LESS TAX 66, 73) 5.65 o. 3.76 a. 158.)1• 684.]6' 162.20' ; \ 1268.57 li qq IBB.IS' \ OPEN SPACE \ 0.35 a. 9�(Nl/2) " Sd N g d ''$ N$ $ Rhd `N �u��S 89a 200.51' _ ,° LOPEMAN RD. ` ,}• COLLINS 15116' 161.61' x134• 11.43 a. Q 9x LOT 4 / vy ase $ SHO 166.55 17x.44' W F C 8 LOPE a w C9 PLAT 4Z5-30 41 !y 35 34 `+ . Rid 901112023 42 TV 901112010 LOT 2 901112046 TAX 779.07 ��5, 2.38 o. TAX 75 LOT -2 901111020 801173025 901111014 QLP� TAX 69 & 70) 901112051 / :TAX6(LS TO EASELOT 1 VAC RD ADJ I 5NpRj 5.96 a. 901112001 901111015 Q 1194.7 B LOT 2 0.O 99 a. 00�N 901112052 901111004 �. 8 LOT 2 9011130195.01 S468.8'& LS 5A NE OF & WLY CO. RD., LESS LOPEMAN O, SHORT PLAT, LESS TAX 66, 73) 5.65 o. NW SW 7.06 a. LS R/W ; \ 1268.57 GOEH ER S P. 603.04' \ OPEN SPACE \ 0.35 a. F. R 901112022 LOT 3 901111017�Q LOT 4 3Q oa. §J^ go 3.29 �,Sa 0.77 O. BALLPARK 89a 200.51' _ ,° LOPEMAN RD. ` ,}• COLLINS 8 n o NIP LEE RD. x134• 11.43 a. Q 9x LOT 4 / vy ase $ SHO J7 C 17 901112020 W F C &7 93650ODgI5 W? TAX 24 1.39 a.L a w C9 PLAT 4Z5-30 41 !y 35 34 `+ . Rid 901112023 42 15 lV. 901114023 LOT 2 901112046 14 ��5, 2.38 o. TAX 75 LOT _ 7]e.14' 42,.14' 5.30 a. CHURCH 9X300 4644021 p p aA% OPEN SPACE 1iN' � 901112035 TAX 17(W456.13) 901112014 TAX 17(LESS 456.13') (1.73 A.) 4 �p PORT HADLOCK EXEMPT 3.08 a. 15 3.54 o. 4e}.ee' DZ4 a CREEK •°' DRAINAGE DIST. R/W 5a 901112041 SE NW(E OF CHIM.CR LESS S800')LESS PTN TAX 62, LESS TAX 64 7.10 a. w 1.23 a. 901112002 TAX 78 9.80 a. 901112012 TAX 62 7 6.07 °. 901112040 TAX 76 (LESS PTN TAX 83) 21.12 a. 9)01112013 TAX 83 5).37 0. 901111020 801173025 901111014 901111019 TAX 73 TAX 66 1.10 a. LOT 1 D.93 a. / 1.45 a. / VAC RD ADJ I PA, 901112001 901111015 Q NE NE NW LOT 2 0.O 99 a. �AN LESS R/W 901111004 �. 9.79 a. Q' NW NE (WILY LOPEMAN RD. 4 h 9011130195.01 S468.8'& LS 5A NE OF & WLY CO. RD., LESS LOPEMAN O, SHORT PLAT, LESS TAX 66, 73) j DITCH & W OF CO RD NW SW 7.06 a. LS R/W ; \ O V N 33.88 o. n \ C2 CHIMACUM CREEK \ OPEN SPACE \ 0.35 a. Q 901111017�Q LOT 4 3Q 19 31 29 30 0.77 O. BALLPARK 2� LOPEMAN RD. ` 901112002 TAX 78 9.80 a. 901112012 TAX 62 7 6.07 °. 901112040 TAX 76 (LESS PTN TAX 83) 21.12 a. 9)01112013 TAX 83 5).37 0. H.J. CARROL -PARK RD. COUNTY 3 9011130 3.64 a. z o, N n 215.5' 901113015 TAX NO. 6 (W OF RD LESS S 150') (PARK) 7.89 a. COUNTY PARK A 1040.75- 0 t 0 0 23 24 25 .{ 28 10 r' yBRO G 20 21 a 22 7 19 66 e 1e t7 s Q to 4 Z 15 CO OfW 3 (y 14 2 901113020 13 TAX 16 1 2.00 a. 12 300' 901113014901113018 'o TAX NO. 6 Is 150'1Np5 a TAX 13 0 OF 00 RD) 1.79 a. N (CHIMACUM COMM CENTER) 10 15 1'4 1 I / 9 0111 300 3 NE SW (N 1/2 OF S 468.8' LYING WEST OF CTY RD) 5.45 a. / 901113004 / NESW(S1/2OFS 468.8' LYING WEST OF CTY ROAD) 5.30 o. 136.43' 628.68' h a 901113024 N 3 TAX 65 R'z o g 5.00 a. 0, h 3.4 - 328.6!1^ N_N 901111019 �\ / NW NE (S'LY OF / LOPEMAN RD & WLY CO. RD. f18) & PTN / VAC RD ADJ 10241 76 Ax 74 (ewes 5.49 AX ,c LESS TAX 72 / 6.45 a. I 2423 12 I I H.J. CARROLL PARK P.7 0.77 a �• ///� / 901113002 rg NE SW(W OF CO RD) LS 9011130195.01 S468.8'& LS 5A NE OF 901113007 j DITCH & W OF CO RD NW SW \ 18.00 0. LS R/W ; \ COUNTY N 33.88 o. n \ C2 CHIMACUM CREEK H.J. CARROL -PARK RD. COUNTY 3 9011130 3.64 a. z o, N n 215.5' 901113015 TAX NO. 6 (W OF RD LESS S 150') (PARK) 7.89 a. COUNTY PARK A 1040.75- 0 t 0 0 23 24 25 .{ 28 10 r' yBRO G 20 21 a 22 7 19 66 e 1e t7 s Q to 4 Z 15 CO OfW 3 (y 14 2 901113020 13 TAX 16 1 2.00 a. 12 300' 901113014901113018 'o TAX NO. 6 Is 150'1Np5 a TAX 13 0 OF 00 RD) 1.79 a. N (CHIMACUM COMM CENTER) 10 15 1'4 1 I / 9 0111 300 3 NE SW (N 1/2 OF S 468.8' LYING WEST OF CTY RD) 5.45 a. / 901113004 / NESW(S1/2OFS 468.8' LYING WEST OF CTY ROAD) 5.30 o. 136.43' 628.68' h a 901113024 N 3 TAX 65 R'z o g 5.00 a. 0, h 3.4 - 328.6!1^ COUN 901111009 NW NE(E OF CO RD 18) S1/2 NE(E OFCO RD18) (CO SHOP BLDGS & JAIL) 16.68 0. COUNTY ' 2 JAIL 2.20 o. COUNTY 12 NE 1/4 N_N 901111019 �\ / NW NE (S'LY OF 2 LOPEMAN RD & WLY CO. RD. f18) & PTN / / VAC RD ADJ 10241 76 Ax 74 (ewes 5.49 AX ,c LESS TAX 72 / 6.45 a. I 2423 12 I I TAX 72 P.7 0.77 a �• 901111005 rg SW NE (N 524.75' W 9011130195.01 OF HWY) & TAX 72 OT , (LESS TAX 62,63) 2.64 o. Z C 1 A, s LOA2 0.34 - �o 27 4 " \ OPEN SPACE \ 0.35 a. Q Qs / 6.57 a. I m x 3Q 19 31 29 30 o BALLPARK 2� LOT 3 SUBJ EASE & OS ` Y Det °. 1 d 8 n o COUN 901111009 NW NE(E OF CO RD 18) S1/2 NE(E OFCO RD18) (CO SHOP BLDGS & JAIL) 16.68 0. COUNTY ' 2 JAIL 2.20 o. COUNTY 12 NE 1/4 48.57 o. 901111009 S1/2 NE (W OF CO RD 18) COUNTY 56 17.33 a. SCALE: COUNTY 1 11= 2001 OLD HADLOCK RD. CHURCH CHURCH PROPERTY PROPERTY -- 901113006 W.- 12 NE SW (LL �s NE OF CHIM OR DITCH & W OF CHIM - 901114000 901114014 F NHAD RD) NW SE NWS OF N2' OF W1034') V) 1 2 3 45.00 a. (N422' OF WI034' LE53 E 576') S OO a e 7 6 s aLO 1.50 0. (LS R/1N) 7 e s 4.42 °. E I D IT 0 T A L K M OPEN SPACE REDEEMER WY � Q.T.A. 11/19/04 - WINCHESTER ST. CREEK °. REDEEMER WY. ---------- 0.04 °. 1RACT a S E C 11 (SE 1/4 2- 29N - 1W) 2 2682.50' T W P 2 9 N 10241 76 Ax 74 (ewes 5.49 AX ,c 670.62' 2 1 2 / CNC/ RCy 23 2423 12 R G E IW � } 4 I 21 7Li3 4 1 1 2 } a 9011130195.01 zo OT , 901113021 995900001 A, s LOA2 0.34 - ]B] \ LOT 1 27 I ' 11.42 a. A` OPEN SPACE (/ ' \ OPEN SPACE \ 0.35 a. TY39 Qs / 6.57 a. I m x 28 19 31 29 30 I QV 1L \ -- I O� LOT 3 SUBJ EASE & OS 0.43 a Y Det °. H 8 n o // is 32 11.43 a. Q 9x LOT 4 / vy ase I 4O J7 C 17 / ami<0 ♦-I `` • D`G�(. &7 93650ODgI5 W? 120.2' 1aL r7Q��` �. to Gf� -` \ \ \!\`/� 4Z5-30 41 !y 35 34 `+ OPEN SPA CE \ \GC 42 15 lV. 901114023 [ OPEN SPACE 14 90 1". ! G�'� I (1.63 a.) n 77 v 3 tz LOT s I $I I 995900002 I 43 LOT 2 IL J 7.33 a.I� µ 11 205.25 _ 45 Q 10 9X300 4644021 p p aA% OPEN SPACE 1iN' � 79 a & 9 (5.04 a ACE (TAX eo) 4F (1.73 A.) 4 �p PORT HADLOCK 3 6p• I DZ4 a 989500001 11.42 a. I n PORT HADLOCK HEIGHTS MOBILE HOME PARK LOT 2 SUBJ EASE & OS �tP n y�P 1 2 7 25.58 a. m 4^ J 5 6 N I HADLOCK DUMP RD. w 010 \ 669.35' e 3 10.14 a. I 48.57 o. 901111009 S1/2 NE (W OF CO RD 18) COUNTY 56 17.33 a. SCALE: COUNTY 1 11= 2001 OLD HADLOCK RD. CHURCH CHURCH PROPERTY PROPERTY -- 901113006 W.- 12 NE SW (LL �s NE OF CHIM OR DITCH & W OF CHIM - 901114000 901114014 F NHAD RD) NW SE NWS OF N2' OF W1034') V) 1 2 3 45.00 a. (N422' OF WI034' LE53 E 576') S OO a e 7 6 s aLO 1.50 0. (LS R/1N) 7 e s 4.42 °. E I D IT 0 T A L K M OPEN SPACE REDEEMER WY � Q.T.A. 11/19/04 - WINCHESTER ST. CREEK °. REDEEMER WY. ---------- 0.04 °. w Qo W a- 0 60' Ln 1RACT a 0.2 2 1 0. \ , SUBJ EASE TRACT A 901114022 LOT 1 } 4 I 21 7Li3 4 1 1 2 } a 9011130195.01 O~ OT , 901113021 SUBJ EASE & OS ` A, s LOA2 0.34 - ""0-' LOT 21 O.aJ °. N I ' 11.42 a. A` OPEN SPACE (/ ' \ OPEN SPACE \ 0.35 a. I Qv I 901114030 9x50000 LOT 3LOT ( B36Sww3 V) I QV 1L \ -- I O� LOT 3 SUBJ EASE & OS 0.43 a Y Det °. H \ O� 0.74 a. // �� 11.43 a. Q 9x LOT 4 / vy ase p � m 0.83 a N EA'1 I r 1 OPEN PACE \ ��� \ 0.42 o./l, / &7 93650ODgI5 W? 9x500005 90 Gf� -` \ \ \!\`/� / V• / / OPEN SPA CE OY LOT / 0.8 LOT s 0.64 a N lV. 901114023 AX 55 11 90 JP X71 LOT \�C1�' T W 9X300 8 SUBJEASE& OS 4F 901114029 6p• I DZ4 a m 11.42 a. I 901114028 LOT 2 SUBJ EASE & OS ' \ OPEN SPACE ' LOT 1 EASE & OS I I 10.90 0. \ 010 \ 0.93 a. / 10.14 a. I 901114010 \ TAX 53 TAX 5 TAX 53 2.62 P / I 2.40 a. \ a. \ `A I / \ ',• 'CREEK ` \1 910.32 901114012 TAX 56 ✓ / / _- \ \- TAX 82 OPEN SPACE 39283 ` 1.18 0. (0.26 a.) 9 01 11 4024 3 SUBJ OS W/ EASE P't 901114008LOT ' \\ '�-: Q TAX 52 3.16 a. 90111 too TAX 2 z ` `\ 901114026 s\ TAX 81 SUBJ EASE & OS 10.52 0. 90111301315') 170.9' zoo a °' \ SUBJ OS W/ EASE TAX 51 �O 901114025 d SE SE LESS TAX 50 F / \ g \ 11.56 o. (0.26 o. in O.S.) ? 9011 � 16 LOT 4 w Qo W a- 0 60' Ln 8-27-86 JC REVISIONS 9/12/08 PP -- 1/13/99 MF - 4/14/.49 MF• f\VL I vv I 3 I Z N 01 N ry ulV \ 3 SCALE: 1"=200' 273°.45' 11 12 (NE 1/4 14 -29N -1W) 14 13 JEFFERSON COUNTY ASSES JEFFERSON COUNTY ASSESSOR - 8-29-86 JC REVISIONS 11/24/98 MF - 1/12/99 ME - 3/25/99 MF - 3/8/01 MF - 5/01/03 PP• 12/3/04 PP - .3/30/05 PP - 9011140 901114009 1 0. \ , SUBJ EASE TAX 54 SUBJ/EASE \ Q 10.52 a. 9011130195.01 901113021 TAX 15(LS TX 65 & 71) TAX 25 WITH EASE \ \ \ t �` A - - - - - - �• 20.55 a. 1.00 a. TN,1 ; \ - - - _ - - 90 OPEN SPA CE AX 55 11 \ 0 JP X71 sn.3y 2.31 a. 90111 1O 901114011 TAX 55 I 2.66 a. \�Q 2]74}• 1x.25 13615 TAX 4 4 4.10 a. 2.35 a. VP I 901114027 ',• 901114012 TAX 56 TAX 82 39283 ` 1.18 0. SUBJ OS W/ EASE ' '�-: 9011'4007 10.00 a. (2.41 0. in O.S.) $. 901114001 90111301315') 170.9' 901„3 TAX 51 d SE SE LESS TAX 50 F / �\ TX 5 LS S265'OF E15' TX 9011 � 16 ? 0.77 n TAXI 56 12 5 /�UaeJ TO EASE 20.22 0. 9f N15')LX 4 TX 48 LESS PTN TX 47 9o1n3ou N (Ls N15) r 4.40 a. 7.83 a. TAX 47 'n suss m ,A "�' ENLG 8Y 1 t 1901113010 / 1.47 °. 1.10 °, tA x a6 TX �517;w .zSA tx S, OPEN SPACE ' I 4 2638.04' °.94 ° 4ea0s' 2.41 a. ) I (NW 1/4 14 - 29N - 1W) 1 TAX TA% 100 399.08' 510.06 ' 0.09 a. 1369.23' 8-27-86 JC REVISIONS 9/12/08 PP -- 1/13/99 MF - 4/14/.49 MF• f\VL I vv I 3 I Z N 01 N ry ulV \ 3 SCALE: 1"=200' 273°.45' 11 12 (NE 1/4 14 -29N -1W) 14 13 JEFFERSON COUNTY ASSES JEFFERSON COUNTY ASSESSOR - 8-29-86 JC REVISIONS 11/24/98 MF - 1/12/99 ME - 3/25/99 MF - 3/8/01 MF - 5/01/03 PP• 12/3/04 PP - .3/30/05 PP - 9011140