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Home My WebLink AboutClay_321_PA-T1-2021-00151CITY OF ASHLAND July 21, 2021 Notice of Final Decision On July 21, 2021, the Community Development Director approved the request for the following: Planning Action: Subject Property: PA -TI -2021-00151 321 Clay Street Applicant/Owner: Northwest Biological Consulting - Scott English/ Wingspread LLC Description: A request for Physical and Environmental Constraints Permit for a replacement culvert and a Limited Activities and Uses Permit for a Water Resource Protection Zone to allow for a sediment removal project and approval of a multi-year maintenance plan to provide ongoing and routine maintenance of the existing storm water treatment and detention ponds in order to maintain flow reduce flooding. COMPREHENSIVE PLAN DESIGNATION: Multi -Family Residential; ZONING: R-2; MAP: 39 1 I1 C; TAX LOT: 3000 The Community Development Director's decision becomes final and is effective on the 12th day after the Notice of Final Decision is mailed. Approval is valid for a period of 18 months and all conditions of approval identified on the attached Findings are required to be met prior to project completion. The application, all associated documents and evidence submitted, and the applicable criteria are available for review at the Ashland Community Development Department, located at 51 Winbum Way. Copies of file documents can be requested and are charged based on the City of Ashland copy fee schedule. Prior to the final decision date, anyone who was mailed this Notice of Final Decision may request a reconsideration of the action as set forth in the Ashland Land Use Ordinance (ALUO) 18.5.1.050(F) and/or file an appeal to the Ashland Planning Commission as provided in ALUO 18.5.1.050(G), The ALUO sections covering reconsideration and appeal procedures are attached. The appeal may not be made directly to the Oregon Land Use Board of Appeals. If you have any questions regarding this decision, please contact Aaron Anderson in the Community Development Department at (541) 488-5305. cc: Parties of record and property owners within 200 ft COMMUNITY DEVELOPMENT DEPARTMENT Tel: 541188-5305 51 Winburn Way Fax: 541-552-2050 Ashland, Oregon 97520 TTY: 800-735-2900 www.ashland.orms IL SECTION 18.5.1.050 Type I Procedure (Administrative Decision with Notice) E. Effective Date of Decision. Unless the conditions of approval specify otherwise or the decision is appealed pursuant to subsection 18.5.1.050.G, a Type I decision becomes effective 12 days after the City mails the notice of decision. F. Reconsideration. The Staff Advisor may reconsider a Type I decision as set forth below, 1. Any party entitled to notice of the planning action, or any City department may request reconsideration of the action after the decision has been made by providing evidence to the Staff Advisor that a factual error occurred through no fault of the party asking for reconsideration, which in the opinion of the Staff Advisor, might affect the decision. Reconsideration requests are limited to factual errors and not the failure of an issue to be raised by letter or evidence during the opportunity to provide public input on the application sufficient to afford the Staff Advisor an opportunity to respond to the issue prior to making a decision. 2. Reconsideration requests shall be received within five days of mailing the notice of decision. The Staff Advisor shall decide within three days whether to reconsider the matter. 3. If the Staff Advisor is satisfied that an error occurred crucial to the decision, the Staff Advisor shall withdraw the decision for purposes of reconsideration. The Staff Advisor shall decide within ten days to affirm, modify, or reverse the original decision. The City shall send notice of the reconsideration decision to affirm, modify, or reverse to any party entitled to notice of the planning action. 4. If the Staff Advisor is not satisfied that an error occurred crucial to the decision, the Staff Advisor shall deny the reconsideration request. Notice of denial shall be sent to those parties that requested reconsideration. G. Appeal of Type I Decision. A Type I decision may be appealed to the Planning Commission, pursuant to the following: 1. Who May Appeal. The following persons have standing to appeal a Type I decision. a. The applicant or owner of the subject property. b. Any person who is entitled to written notice of the Type I decision pursuant to subsection 18.5.1.050.B. c. Any other person who participated in the proceeding by submitting written comments on the application to the City by the specified deadline. 2. Appeal Filing Procedure. a. Notice of Appeal. Any person with standing to appeal, as provided in subsection 18.5.1.050.6.1, above, may appeal a Type 1 decision by filing a notice of appeal and paying the appeal fee according to the procedures of this subsection, The fee required in this section shall not apply to appeals made by neighborhood or community organizations recognized by the City and whose boundaries include the site. If an appellant prevails at the hearing or upon subsequent appeal, the fee for the initial hearing shall be refunded. b. Time for Filing. A notice of appeal shall be filed with the Staff Advisor within 12 days of the date the notice of decision is mailed. c. Content of Notice of Appeal. The notice of appeal shall be accompanied by the required filing fee and shall contain. i. An identification of the decision being appealed, including the date of the decision. ii. A statement demonstrating the person filing the notice of appeal has standing to appeal. iii. A statement explaining the specific issues being raised on appeal. iv. A statement demonstrating that the appeal issues were raised during the public comment period. d. The appeal requirements of this section must be fully met or the appeal will be considered by the City as a jurisdictional defect and will not be heard or considered. 3. Scope of Appeal. Appeal hearings on Type I decisions made by the Staff Advisor shall be de nova hearings before the Planning Commission. The appeal shall not be limited to the application materials, evidence and other documentation, and specific issues raised in the review leading up to the Type I decision, but may include other relevant evidence and arguments. The Commission may allow additional evidence, testimony, or argument concerning any relevant ordinance provision. 4. Appeal Hearing Procedure. Hearings on appeals of Type I decisions follow the Type 11 public hearing procedures, pursuant to section 18.5.1,060, subsections A — E, except that the decision of the Planning Commission is the final decision of the City on an appeal of a Type I decision. A decision on an appeal is final the date the City mails the adopted and signed decision. Appeals of Commission decisions must be filed with the State Land Use Board of Appeals, pursuant to ORS 197.805 - 197.860. COMMUNITY DEVELOPMENT DEPARTMENT Tel: 541488-5305 51 Winburn Way Fax: 541-552-2050 Ashland, Oregon 97520 TTY: 800-735-2900 www.ashland.onus Irawaill ASHLAND PLANNING DIVISION FINDINGS & ORDERS PLANNING ACTION: PA -Tl -2021 -00151 SUBJECT PROPERTY: 321 Clay St. OWNER: Wingspread LLC APPLICANT: Northwest Biological Consulting - Scott English DESCRIPTION: A request for Physical and Environmental Constraints Permit for a replacement culvert and a Limited Activities and Uses Permit for a Water Resource Protection Zone to allow for a sediment removal project and approval of a multi-year maintenance plan to provide ongoing and routine maintenance of the existing storm water treatment and detention ponds in order to maintain flow reduce flooding. COMPREHENSIVE PLAN DESIGNATION: Multi -Family Residential; ZONING: R-2; MAP: 39 lE 11 C; TAX LOT: 3000 SUBMITTAL DATE: May 20, 2021 DEEMED COMPLETE DATE: June 14, 2021 STAFF APPROVAL DATE: July 21, 2019 DEADLINE TO APPEAL (4:30 P.M.): August 2, 2021 FINAL DECISION DATE: August 3, 2021 APPROVAL EXPIRATION DATE: February 3, 2023 Pr�Y The Application is for both a Physical and Environmental Constraints Permit for a replacement culvert as well as a Limited Activities and Uses Permit for a Water Resource Protection Zone (WRPZ) to allow for a sediment removal project and approval of a multi-year maintenance plan to provide ongoing and routine maintenance of the existing storm water treatment and detention ponds. The purpose of the project is to maintain flow through Clay Creek and to reduce the impacts of flooding. The application includes an extensive narrative and burden of proof document prepared by Scott English with Northwest Biological Consulting. One of the limited activities and uses that is permitted in the Water Resource Protection Zone (WRPZ) is the ongoing, routine maintenance of storm water treatment facilities such as detention ponds or sediment traps, vegetated swales, and constructed wetlands in order to maintain flow and prevent flooding. Once the multi-year maintenance plan is approved the routine annual maintenance of storm water treatment facilities well be exempt per AMC 18.3.11.050.A.2. The subject property is located on the east side of Clay St. and north of the railroad ROW. The property is 20.37 acres in size and is zoned R-2. The property is developed with a Mobile Home Park that has been established since the early 1960's and has over 100 mobile homes. The date of development is relevant as it pre -dates the establishment of the National Flood Insurance Program (1968) and the subsequent creation of Flood Insurance Rate Maps (FIRMS) and Flood Insurance Studies (FIS). PA -T1-2021-00151 321 Clay St./aha Page 1 This property includes, the following regulatory natural features: Clay Creek: Bear Creek is a riparian fish -bearing stream with associated ficiodplain lands which are regulated under federal, state and local regulations which include a local water resource protection zone (WRPZ) which extends 50 -feet upland from the creek's top -of -bank. Severe Constraint Lands: Land within the floodway channel of Ciay Creek are considered "Severe Constraint Lands." These lands are recognized as being extremely sensitive to disturbance and are carefully considered as part of the Physical and Environmental Constraints Review Permit process. Below is a screen capture from the FEMA Map Service Center (MS,C) showing the designated floodway and flood zones for the subject property. A w6A 1 09 I OL Oadowy As, AR 01,2%Annuat Chance Flood Hazard. Areas of I% annual chance flood With average depth: Was than one foot or with drainage areas of less than one square mile znne A Famine V-nndftinm IN, Annoml PA -TJ -2021-00151 321 Clay St./aha Page 2 The two ponds subject to the sediment removal are just to the north of cross section `M' which is just downstream from the existing culvert. Additional details are provided is exhibits A - C included at the end of these findings which will also be discussed in further detail below. A Physical & Environmental Constraints Review Permits are required under AMC 18.3. 10 for the installation of a new culvert and for work within the floodway (severe constraints), as well as a Limited Activities and Uses Permits are required under AMC 18.3.11 for uses or activities within a water resource protection zone for a regulated stream or wetland. Proposal The application explains the proposal as follows: "A series of five ponds were built at Wingspread in the 1960's to provide detention/flood control and these ponds also served the Talent irrigation District which used Clay Creek and the Wingspread ponds to provide irrigation water to the TID irrigation system for agricultural use. Two of the ponds are now filled with sediment due to the lack of maintenance. Sediment needs to be removed to restore a functioning detention system. A Long -Term Sediment Removal Management/Maintenance Plan is needed to provide a long- term solution to the sediment problem. This Plan was prepared after conducting a physical sediment survey and mapping of two ponds that were identified as needing sediment removal to restore detention capacity to help control flooding. The plan is to remove sediment from Ponds 2 and 3 to restore depth and volume. Once the sediments are removed, the plan is to use an old sediment trap/pond system that used to divert Clay Creek into the trap to deposit sediment and allow the creek to flow into pond 2 and the other ponds. The sediment trap can be maintained on an annual basis as necessary to remove accumulated sediment from the trap which will help maintain the detention effectiveness of the four ponds. A long-term agreement with the City is needed to address the annual maintenance / management of the ponds. In addition, the culvert that crosses Clay Creek needs replacement. An engineering study and design were completed for the culvert replacement and that engineering design is attached" Exhibit B is included at the end of these findings with four pages from the applicant's submittal showing the cross sections of the ponds, the sediment levels, and diagrams showing the scope of work. The application details that 6,050 square feet of pond 2 will be excavated and 4,550 or of pond 3. The plans show that 900 cubic yards of sediment will be removed from pond 2, and approximately 500 cubic yards from pond 3. The Timeline for the project is expected to being in October of this year and is estimated to take roughly a month to complete. The application materials estimate that the culvert replacement will take approximately 10 days, and the sediment removal to take 15 days for pond 2, and 10 days for pond 3. The application describes this stretch of Clay Creek as follows: "Clay Creek, tributary to Bear Creek, is a small perennial stream that drains a watershed basin of 1.5 square miles. The stream would normally be dry during the hot summer months, but the creek and ponds are utilized by Talent Irrigation- District {TID), as a conduit for irrigation water during the growing season. The return flows average approximately 3 to 5 CFS from mid- May until the end of September. The pond banks are PA -T1-2021-00151 321 Clay St./aha Page 3 stable and covered by dense grasses and forbs with little or no evidence of bank erosion. The riparian vegetation surrounding the ponds is multi -storied and dense and provides good shading or most areas of the ponds, Riparian species are typically alder, willow, cottonwood, ash, mixed with some conifers as well as shrubs like snowberry, rose, red - rosier dogwood, and other shrubs. The majority- of the substrate is decomposed granitic sands mixed with small amounts of gravel. The ponds function as habitat for a variety of waterfowl, wading birds, and songbirds. Clay Creek basin is comprised of decomposed granite soils, which are easily eroded, especially from up -stream road building and housing development and the ponds due function as both sediment traps and detention basins. Clay Creek is not a fish bearing stream in this reach which is approximately 1 mile upstream from the confluence with Bear Creek and there are numerous fish passage barriers located between the project and Bear Creek and this reach of the creek is not considered Essential Fish Habitat (EFH). In- particular, there is a natural waterfall near the confluence with Bear Creek that is a natural barrier to fish passage which prohibits anadromous fish access to the project site (paraphrased from recent conversation with Pete Samarin, ODFW assistant district fish biologist)." In addition to any federal and state permits that will be required, including permits from the U.S. Army Corps of Engineers, Oregon Division of State Lands, U.S. Fish and Wildlife Service, Oregon Department of Fish & Wildlife, Department of Environmental Quality and Oregon Water Resources Division, the proposal requires the following land use approvals from the City of Ashland: 1) A Physical and Environmental (P&E) Constraints Permit under AMC 18.3.10 for any site work which constitutes "development" on floodplain corridor or severe constraints lands. The development of any crossing or other activities in the SFHA requires a P&E permit. 2) A Limited Activities and Uses Permit under AMC 18.3.11 for activities and uses within Water Resource Protection Zones (WRPZ). The development of a Multi -Year maintenance plan is authorized by AMC 18.3.11.060.A.2 Staff understands that the applicant is in progress with permits from both the Department of State Lands and Army Core of Engineers. Physical & Environmental Constraints Review hermit Because the project involves both the installation of a culvert in the flood plain as well as sediment removal in the Special Flood Hazard Area (SFHA), a Physical and Environmental Constraints review permit is required. The application describes the roadway culvert to be replaced as follows: "there is a buried roadway culvert system that drains pond 2 and connects to pond 3. During flood events the culverts get plugged and overtop and flood the access road to a major part of the mobile home park. The undersized culvert system needs to be replaced PA -T1-2021-00151 321 Clay St./aha Page 4 to eliminate loading of the road crossing which cannot pass all the high flows during storm events. The plan is to replace the existing undersized culverts with a much larger culvert that is designed to pass high flows when. Clay creek is in flood stage." The application explains that the culvert will be replaced in the following fashion 1. Clay Creek will be diverted around the construction zone by creating a sump at the upper area of pond one and pumping the flows, if any, around the construction area. 2. All work will be done in the dry and no construction will occur in flowing water or wet areas. 3. BMP's and other erosion control methods will be employed to minimize turbidity and erosion. The applicant includes an engineered diagram for the new culvert prepared by Marquess and Associates and are included as exhibit C. The plans state that the hydraulic capacity of the culvert is 66 cfs. The Public Works Department have reviewed the engineered plans and confirmed to meet the requirements of the 2000 Master Strom Water Plan (MSWP). The new culvert will increase the capacity and therefor shall not result in any increase in flood levels during the occurrence of the base flood. It should be noted that the existing culvert is shown in the FIS (attached as exhibit A) that during a 1% or 0.2% flood event is shown to overtop. While the capacity of the culvert is increasing it may still occasionally overtop during flood events. The criteria for approval of a Physical Constraints Review Permit are described in AMC Chapter 18.3.10.050 as follows: A. Through the application of the development standards of this chapter, the potential impacts to the property and nearby areas have been considered, and adverse impacts have been minimized. B. That the applicant has considered the potential hazards that the development may create and implemented measures to mitigate the potential hazards caused by the development. C. That the applicant has taken all reasonable steps to reduce the adverse impact on the environment. Irreversible actions shall be considered more seriously than reversible actions. The Staff Advisor or Planning Commission shall consider the existing development of the surrounding area, and the maximum development permitted by this ordinance. The application addresses each of the approval criteria showing that the potential impacts have been considered and that the proposal will reduce the likelihood of flooding. The applicant has considered potential hazards and will implement best practices to ensure that both erosion and turbidity will be minimized in the waterway. Staff feels that as proposed the applicant has demonstrated that they are taking all reasonable steps to reduce adverse impact on the environment. Limited Activities and Uses within a Wetland Protection Zone The excavation of sediment load acts as an enhancement on the existing storm water capacity of PA -T1-2021-00151 321 Clay St./aha Page 5 the ponds. The development of a multi-year maintenance plan is authorized as an approved Limited Activities and Uses Permit within the WRPZ. The application describes the current condition of the ponds as follows: "The sediment trap/pond was dredged on a regular basis, but that practice stopped about 15 years ago when floods damaged the diversion structure and sediments were no longer trapped and began filling in ponds 2 and 3 with sediment. Pond 2 is now totally filled with sediment and covered with reed canary grass, an invasive species. Pond 3 is nearly filled with sediment and covered with a variety of native and invasive aquatic plants. The remaining lower ponds are still relatively deep. and dredging is not anticipated for those remaining ponds." The first step in the process is mitigating the existing sediment by reactivating the old sediment trap, and then excavating ponds 2 and 3. The applicant explains that this initial process of conducting reactivating the old sediment trap system and excavation will be conducted as follows: 1. Dredging activities will take place in ponds 2 and 3 and will not involve getting dredging equipment into the water. 2. A medium sized tracked excavator will excavate the sediment which will be placed in a front-end loader that will transport loads of sediment to the staging area where it will be loaded on to dump trucks and taken to the nearby upland Knife River quarry for disposal. 3. Only one equipment access point to each pond is planned which will allow all the dredging of the ponds to be done from inside the pond. That approach will minimize any impacts to nearby trees and shrubs. 4. A clean -water bypass system will be developed to pump the low -flow creek water around the sediment removal area to provide dry conditions. 5. The ponds will first be drawn down to expose the sediments and Clay Creek will be diverted as necessary to allow for excavation in the dry. 6. Invasive reed canary grass will first be removed from the top layer of sediment and that material will be loaded & trucked to the upland disposal site at Knife River quarry. 7. Excavated sediment will be loaded into trucks from the pond excavation area and taken to a local upland quarry for disposal. 8. The old sediment trap system and diversion channel will be cleared and grubbed to remove blackberries and trash that have accumulated in the area. 9. The sediment trap/pond will be cleaned out and the outlet culvert inspected and replaced as needed. 1 Q.The old channel diversion structure will be inspected and replaced if necessary. I I .BMP`s and other erosion control and clean water methods will be employed for sediment removal and culvert replacement to minimize erosion, turbidity, and other water quality problems. 12. All upland grass staging/equipment areas disturbed by the equipment activities will be seeded with appropriate grasses and forbs as needed. PA -Tl. -2021-00151 321 Clay St./aha Page 6 13. All trees mapped on Figure 5 are located away from the actual sediment excavation area and no damage to trees or shrubs is anticipated. 14. Work will be supervised by qualified biologist. Following the completion of the above work then the Multi -Year Monitoring and Maintenance Plan will be initiated and conducted in an ongoing manner by the applicant. The application provides the following additional details regarding the status of the existing ponds and the intent of the ongoing sediment management plan: "The upper ponds have a long history of maintenance dredging which has not been done for approximately 15 years. The upper two ponds are mostly filled in with sediment that was transported and deposited by Clay Creek. The sediment consists mainly of decomposed granitic- sands. A- main- focus of the Long- Term Sediment Management Plan is to dredge two ponds and modify the upper pond to function as a sediment trap that can be maintained as needed to prevent the other ponds from filling in. Two other ponds located downstream from pond 3 are not full of sediment and will not be dredged. A maintenance agreement will be requested to allow maintenance dredging on a yearly basis." The Multi -Year Monitoring and Maintenance plan is outlined as follows: 1. Monitoring of the pond will typically take place after each major storm event and will include a written log measuring the estimated volume of sediment that is trapped, including a photograph of the sediment delta. 2. The monitoring period is from November through the end of September. 3. The monitoring results will be summarized at the end of September and an excavation contractor will remove the sediment and invasive species and dispose of it at the Knife River quarry or other suitable upland disposal sites. 4. Protective fencing will be placed around the perimeter of the sediment removal zone to protect trees and shrubs. 5. BMP's and other erosion control methods will be employed to maintain water quality. 6. The removal site will be dried out by developing a temporary sump and pumping water in pond 3 to maintain a dry site for the equipment to work in. 7. The work will occur outside of the normal breeding season for birds and other wildlife which will minimize any impacts from the sediment removal. 8. The sediment removal will take place from only one access point in the dry pond which will minimize potential impacts to trees and shrubs. 9. An annual report will be submitted to the Community Development Department that summarizes the annual sediment removal. The criteria for approval of a `Limited Activities and Uses Permit' within a Water Resources Protection Zone are described in AMC 18.3.11.060.1) as follows: 1. All activities shall be located as far away from streams and wetlands as practicable, designed to minimize intrusion into the Water Resources Protection Zone and disturb as little of the surface area of the Water Resource Protection Zone as practicable. PA -T1-2021-00151 321 Clay St./aha Page 7 2. The proposed activity shall be designed, located and constructed to minimize excavation, grading, area of impervious surfaces, loss of native vegetation, erosion, and other adverse impacts on Water Resources. 3. On stream beds or banks within the bank full stage, in wetlands, and on slopes of 25 percent or greater in a Water Resource Protection Zone, excavation, grading, installation of impervious surfaces, and removal of native vegetation shall be avoided except where no practicable alternative exists, or where necessary to construct public facilities or to ensure slope stability. 4. Water, storm drain, and sewer systems shall be designed, located and constructed to avoid exposure to floodwaters, and to avoid accidental discharges to streams and wetlands. 5. Stream channel repair and enhancement, riparian habitat restoration and enhancement, and wetland restoration and enhancement will be restored through the implementation of a mitigation plan prepared in accordance with the standards and requirements in section 98.3.91.990 Mitigation Requirements. 6. Long term conservation, management and maintenance of the Water Resource Protection Zone shall be ensured through preparation and recordation of a management plan as described in subsection 18.3. 11, 110, C, except a management plan is not required for residentially zoned lots occupied only by a single-family dwelling and accessory structures. The activities cannot reasonably located away from the WRPZ because the work is required to happen within the pond area, that said the application makes clear that encroachment into these areas will be kept to a minimum. Staff finds that the design of the project has minimized adverse impacts the WRPZ, and that the completion of this project will enhance the storm water capacity for the area. The application notes that mitigation will be provided by the removal of invasive species, restoration of the detention volumes, and creation of Long-term Maintenance and Management Plan. Conditions have been included below to require that a mitigation plan consistent with the requirements of AMC 18.3.11.110. The approval of this planning action constitutes the creation of a long-term conservation, management and maintenance plan consistent with the requirements of AMC 18.3.11.110.0 satisfying the final criteria Staff finds that, with the attached conditions of approval, that the proposal satisfies all of the relevant approval criteria. The sediment removal and the removal of invasive species will restore the ability of the ponds to mitigate flood flows. Trees The application notes that a complete survey of trees greater than 6 -inches DBH was conducted, and that there are no plans to remove any trees. The application goes on to state: "The trees are located on the berms and islands which will be avoided by the equipment. All the 58 surveyed trees are healthy and will survive potential impacts mainly because the activity will be far enough away from the excavation zone and will not be impacted by the work. Fencing will be installed and inspected prior to the start of work. A biologist familiar with the work and trees will provide supervision." PA -TI -2021-00151 321 Clay St./aha Page 8 Nelahbors' Concerns In accordance with the Land Use Ordinance, Notice of Complete Application (HOCA) was mailed to all surrounding properties within 200' of the subject property as well as a physical notice posted along the frontage. After the mailing of the HOCA, 13 written comments were received from 12 parties. All the public comment received were in support of the application, there was no public comment received that expressed concern or opposition. Conclusion Decision & Conditions of Approval The request for Limited Activities and Uses Permit for activities within Water Resource Protection Zones and Physical Environment Constraints Review Permit can be found to meet all applicable criteria. The applicant has submitted materials to the Planning Department to demonstrate compliance with the applicable approval standards for the approvals requested and by their reference are incorporated as if set out in frill. The project has been designed and located and will utilize best management practices through construction to minimize impacts to the water resources and associated flood plain corridor lands and buffer zones while implementing the necessary project, along with the mitigation and management plans. In staff's final assessment, the application with the attached conditions complies with all applicable City ordinances. Planning Action PA -TI -2021-00151 is approved with the following conditions. Further, if any one or more of the following conditions are found to be invalid for any reason whatsoever, then Planning Action PA -TI -2021-00151 is denied. The following are the conditions and they are attached to the approval: 1) That all proposals of the applicant including proposed conservation, erosion control and pollution control measures shall be conditions of approval unless otherwise modified herein. 2) That the applicant shall obtain required state or federal permits and abide by the requirements thereof, including all proposed conservation, pollution control, and erosion control measures. 3) That prior to the commencement of site work including any demolition, staging, storing of project materials, or tree removal: a. A Mitigation Plan consistent with the requirements of AMC 18.3.11.110 and a Long -Term Conservation, Management and Maintenance plan consistent with the requirements of AMC 18.3.11.110.0 for the disturbed water resource protection zones shall be provided for the review and approval of the Staff Advisor once final design drawings have been developed. Mitigation plantings shall include local native plant species identified on the City's Local Native Plant Species List. The use of noxious and invasive plants on the City's Prohibited Plant List is prohibited in water resource protection zones. 4) The applicant shall obtain necessary inspection approvals for all conservation, pollution control and erosion control measures. PA -T1-2021-00151 321 Clay St./aha Page 9 5) That in -water work shall be limited to between June 15 and September 15 as proposed by the applicant. Any invasive vegetation removal including mowing would need to occur before May I" or after July 31" to protect nesting birds. 6) That all required mitigation including tree, riparian and wetland plantings shall be completed according to the approved plans, inspected and approved by the Staff Advisor prior to final project sign -off, NI July 21, 2021 Bill Molnar, Director Date Department of Community Development PA -TI -2021-00151 321 Clay St./aha Page 10 Exhibit B pg.1 of 4 58 Trees surround the ponds and varied in size from 6 inches to 30 inches DBH. No trees will be removed or damaged by the work. Access to each pond will be limited to one point and no equipment will access the banks where most trees are located. 15 Exhibit B pg.2 of 4 xr . ....... . . Figure I Six Cross Secti'onis were taken at pionds 2 and 3 to determine the depth and volume of sediment for removal. 16 Pond H3 Cron-Seettan A Yr P.nd 03 Cr.s,5-tI.n 0 xr . ....... . . Figure I Six Cross Secti'onis were taken at pionds 2 and 3 to determine the depth and volume of sediment for removal. 16 981=111!• •12 Wingspread Figure 1: Overview May 11, 2021 1 Northwest Biological Consulting Pond areas were calculated frorn polygons Interpolated between data provided by Jackson County, and data collected on the ground with a submater- accurate GPS unit, -Chr�,D—hg "A I., ON Gual C-- bI., 0 25 50 100 324 Torfaco SL Re. Box 071 imbloloo—ni P. -f Aflfland,OR97620 WFax(6411450,1061 TV Pond' #3 g ......... . Equipment Staging & Loading Area Equipment Staging & Loading Area ago FigureEquipment access will b- e from only one location to enter the ponds and will work from inside the pond berm. Equipment staging areas are located in upland grass areas tha,t will be seeded with grass seed after the project is completed. M -Pond #2 Legend Staging & Loading Areas Sediment Removal Zones Creek gam- Clay Haul MHz culvert &0,61 50) (JIMMIRoads Equipment Access 4 V, Ponds Buildings FigureEquipment access will b- e from only one location to enter the ponds and will work from inside the pond berm. Equipment staging areas are located in upland grass areas tha,t will be seeded with grass seed after the project is completed. M Wingspread: Sediment Removal 324 T—... 91. P.O. S.. 67t —bMdax.. AahT.nd,OR97620 PhIFxj541)40Q-10Gi ANIV F*cyure I B.- Sediment trap plan, illustrating, the use of an old lb sediment trap pond. Clay creek is diverted into the trap by a sand- bag coffer dam, constructed to divert the flow into the trap where sediment is deposited. and the creek flows into Pond 2. Equipment access is provided to remove the sediment as the trap reaches capacity M. LegenId Dam to Construct 04w-lw- Channel to Excavate P -M-0- Existing Channel A� r Clay Creek UMMEM Culvert 4111MRoads ,Equipment Access Sediment Trap Pond N Buildings F*cyure I B.- Sediment trap plan, illustrating, the use of an old lb sediment trap pond. Clay creek is diverted into the trap by a sand- bag coffer dam, constructed to divert the flow into the trap where sediment is deposited. and the creek flows into Pond 2. Equipment access is provided to remove the sediment as the trap reaches capacity M. 17 Culvert Replacement WINGSPREAD MOBILE HOME PARK 0ArLl 26/21 vni f�CArl ��'s LID P 2 r P P z 19 z z n1v -,Pj ,-ter Irl 17 Culvert Replacement WINGSPREAD MOBILE HOME PARK 0ArLl 26/21 vni f�CArl ��'s LID P 2 r P P z z n1v ,-ter Irl I Z7 17 Culvert Replacement WINGSPREAD MOBILE HOME PARK 0ArLl 26/21 vni f�CArl ��'s LID P 2 z n1v I Z7 17 Culvert Replacement WINGSPREAD MOBILE HOME PARK 0ArLl 26/21 vni f�CArl ��'s LID AFFIDAVIT OF MAILING STATE OF OREGON County of Jackson The undersigned being first duly sworn states that: I am employed by the City of Ashland, 20 East Main Street, Ashland, Oregon 97520, in the Community Development Department. 2. On July 21, 2021, I caused to be mailed, by regular mail, in a sealed envelope with postage fully prepaid, a copy of the attached planning action notice to each person listed on the attached mailing list at such addresses as set forth on this list under each person's name for the Planning Action #PA -T1-2021-00151, 321 Clay Street. Rem -N, Signature of Employee GAcomm-devlplanninSTIanningktionsWs byStreetlCIClay4Clay_321_R2_Wingspread�20211Clay_321_PA-T1-2021-00151XNotoinglNO©lClay_321 PA -T1-2021.00151 Afidavitpdf.docxP2112021 Easy ddres5 L,)hels Go to AVERY a A&• • i f PA-T1-2021-00151 391 E11 C3000 PA-T1-2021-00151 391 E11 C3000 PA-T1-2021-00151 391 E11 C3000 ABERNATHY CRAIG HUGH ACKROYD ALAN ALEX MICHELLE 321 CLAY ST #1 321 CLAY ST #54 321 CLAY ST #84 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA-T9-2021-00151391E11CC3000 PA-T1-2021-00151391E11CC2900 PA-T7-2021-00151391E11C3000 ARUTI MARYANN TRUSTEE ET AL BANKE THEODORE HILOIS E BARBARA E DROSCHER TRUST DATE 2128 BIRCHWOOD LN 598 LIT WAY 321 CLAY ST #114 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 C3000 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11 C3000 BARKER NORMAN E BAROQUIN GAIL ELLEN BAUSSERMAN SUSAN JOHANNESSEN 321 CLAY ST #72 321 CLAY ST #SPC D 321 CLAY ST #100 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E 11 C3000 PA -T3-2021-00151 391 E11 CC1400 BELL ROBERT S JR BEYER RANNY BIRCHWOODS AT ASHLAND 321 CLAY ST #39 321 CLAY ST #16 990 N PHOENIX RD #105 ASHLAND, OR 97520 ASHLAND, OR 97520 MEDFORD, OR 97504 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391E 10DA1600 BOSCHIN MALAIKA KWAMBOKA ET A BRAUN DIVINA BARBARA TRUSTEE BREON CARRYL J TRUSTEE ET AL 640 PRACHT ST 321 CLAY ST #68 '322 MEADOW DR ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -Ti -2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E19 CB6500 BRESWICK MARYANN (AARON BRODEUR JAMES BROTHERS DANIEL B 321 CLAY ST #23 4623 HATHAWAY DR 292 MEADOW DR ASHLAND, OR 97520 MEDFORD, OR 97504 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391E 11 C3000 CANDACE ANN DILLINGHAM TRUST CARTER DARLENE MICHELLE TTEE CHAMBERLAIN KENT C 7730 SUGAR PINE RD 321 CLAY ST ##A 321 CLAY ST #11 WEED, CA 96094 ASHLAND, OR 97520 ASHLAND, OR 97520 PA-T1-2021-00151391E11C3000 PA-T1-2021-00151391E11CB4211 PA-T1-2021-00151391E10DA1900 CHAMPAGNE LAUREN COHN ALAN TRUSTEE ET AL CONOVER LAWRENCE C/METHENY SU 321 CLAY ST #76 550 SHASTA WAY 318 MEADOW DR ASHLAND, OR 97520 MOUNT SHASTA, CA 96067 ASHLAND, OR 97520 PA-T1-2021-00151391E11C3000 PA-T1-2021-00151391E11C131100 PA -T1-2021-00151391 EllCB6300 COOK PATRICIA ANN COOPER GLEN ALLEN TRUSTEE ET COTE KIYA 321 CLAY ST #65 PO BOX 5753 288 MEADOW DR ASHLAND, OR 97520 SANTA BARBARA, CA 93150 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11 03000 PA -T1-2021-00151 391E 11 C3000 COURAUD CHARLES S CRETNEY LISA ET AL CROSSLIN BARBARA JEAN 321 CLAY ST #83 321 CLAY ST #86 555 FREEMAN RD #UNIT 73 ASHLAND, OR 97520 ASHLAND, OR 97520 CENTRAL POINT, OR 97502 Allez a avery.ca/gabarits I.INiisez Ic G7barit Avery5l(30 i Go to avery.com/templates 190 U,,,- Avci y T,-wp1.i h, 51 C30 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391E11C3000 PA- f1-2021-00151 391 El I C3000 CRUMME MARIAN A TRUSTEE ! CUMMINGS CHRIS TRUSTEE ET AL DANFORTH KARLA E 321 CLAY ST #40 321 CLAY ST #50 321 CLAY ST #51 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391 El l C3000 PA -T1-2021-00151 391 El l C3000 PA -Tl -2021-00151 391 E l l C3000 DEBORAH J STAMPFLI LIVING TRU DEMARTINEZ HELENE DETTMAN CYNTHIA 321 CLAY ST #70 321 CLAY ST #ST6A 321 CLAY ST #62 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391 E l l C3000 PA -Tl -2021-00151 391E11C3000 PA -T1-2021-00151 391 E 11 C3000 DIEZ INES DILLS CHRISTOPHER JAMES /TARA DISTEFANO SHAM M 321 CLAY ST #97 321 CLAY ST #101 321 CLAY ST #28 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391 EI I C3000 PA -T1-2021-00151 391 El I C3000 PA -T1-2021-00151 391E 11 C3000 DIXON TERESA S DONACHIE NORA LOUISE DUBONNET WATHA PO BOX 1042 321 CLAY ST #37 .258 A ST #STE 180 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391E11C3000 PA -T1-2021-00151 391E11CB6000 PA -T1-2021-00151 391E11C3000 DUNCAN TRACY J DWYER THOMAS A ET AL EDWARDS ELIZABETH A IJEFFREY 321 CLAY ST #77 7215 E SILVERSTONE DR #3105 4575 HIGHWAY 66 ASHLAND, OR 97520 SCOTTSDALE, AZ 85255 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391E11C3000 PA -T1-2021-00151 391 E11 C3000 ELOHIM JOY ESCH SHEILA MARY EWING DENISE KESTI 321 CLAY ST #106 321 CLAY ST #5 321 CLAY ST 455 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391E11C3000 PA -T1-2021-00151 391 El l C3000 PA -T1-2021-00151 391 EI I C3000 FIUREN CHRISTINA MARIE FOLLETT MARY LOU LOVING TRUST FOSTER DEVON M 1130 9TH ST 321 CLAY ST #61 321 CLAY ST #81 MEDFORD, OR 97501 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -Tl -2021-00151 391E11C3000 PA-T1-2021-00151391EIDDA2600 PA-T1-2021-00151391E11CB5800 FRANCES M RYAN LIVING TRUST E FREEMAN GLENDA G FROSINI TERRY TRUSTEE ET AL 321 CLAY ST #111 297 MEADOW DR 283 MEADOW DR ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -Tl -2021-00151 391E11C3000 PA -T1-2021-00151391 El1CB5500 PA -TI -2021-00151 391E11C3000 FULLMER-OCEANA TRUST ET AL GAFFNEY MICHAEL J/J L GARDNER VICKI I MUIR DALE 321 CLAY ST #85 291 MEADOW DR 321 CLAY ST #103 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA-T1-2021-00151391ElIC3000 PA-T1-2021-00151391EIICB4212 PA-T1-2021-00151391EIICC1100 GOOD HEIDI A GRUBER JOANN HALL GARY SCOTTIJENITH DERRY 321 CLAY ST #15 PO BOX 1300 2117 BIRCHWOOD LN ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 AVERY PA -T1-2021-00151 391E 11 C3000 PA -T1-2021-00151 391 E11 CB6100 HANNA JEAN D / LENTFER TORI S HANSEN RONALD E 321 CLAY ST #108 715 ALYSSA CIR ASHLAND, OR 97520 PHOENIX, OR 97535 PA-T1-2021-00151391E11CB5900 PA-T1-2021-00151391EIIC2900 HARTZ CHERYL JILL/RICHARD HAYS OIL PROPERTIES LLC 281 MEADOW DR PO BOX 1220 ASHLAND, OR 97520 MEDFORD, OR 97501 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11 C3000 HEPFORD THOMAS M I KRISTA A HERNANDEZ HELEN E/LEIDER ARIE 321 CLAY ST #105 321 CLAY ST #34 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391 EI I C3000 PA -T1-2021-00151 391 E1103000 HERRERA DEANNA I /THOMAS A HICKS MAUREEN G 321 CLAY ST #22 321 CLAY ST #7 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391 El I C3000 PA -T1-2021-00151 391 E11 03000 HOLZKAMPER JANA RUTH INNES JUANITA REV LIV TRUST E 321 CLAY ST #58 321 CLAY ST #52 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391 El I C3000 PA -T1-2021-00151 391 E11 C3000 JAMES ELLEN JOANN /DAVID H JILLSON SHELLY 321 CLAY ST #10 321 CLAY ST #47 ASHLAND, OR 97520 ASHLAND, OR 97520 PA-T1-2021-00151391E11CB4209 PA -T1 -2021-00151391E 11C3000 JONES LARRY G TRUSTEE ET AL KEYS VALERIE E /CATHERINE E 266 MEADOW DR PO BOX 888 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391 El I C3000 PA -T1-2021-00151 391 E11 CC2500 LA GAMBINA REANNA LAMONT JOAN D TRUSTEE ET AL 321 CLAY ST #43 2132 BIRCHWOOD LN ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1 -2021-00151391E 11CB4204 PA-T1-2021-00151391E11CB4300 LAWRENCE BRUCE K/KATHRYN M LEE EDWIN BRIAN 267 MEADOW DR 295 CLAY ST ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391 El I C3000 PA -T1-2021-00151 391 E11 C3000 LEY ELLEN QUININELSON-QUIN MA LIMERICK JILL PO BOX 596 321 CLAY ST #82 ASHLAND, OR 97520 ASHLAND, OR 97520 Go to avcry,com/templates I1.�_ Avery Tcmpi,tt��5lfio 1 PA -T1-2021-00151 391 E11 C3000 HARRIS SONIA 321 CLAY ST #UNIT 112 ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 C3000 HENDRICKSON TODD CARTER 321 CLAY ST #6 ASHLAND, OR 97520 PA -Tl -2021-00151 391E 11 C3000 HERNANDEZ TIMOTHY JAY SR 2632 BLY ST KLAMATH FALLS, OR 97601 PA -T1-2021-00151 391 E11 C3000 HINCHEN CAROL 321 CLAY ST #110 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 CB5600 JACOBSON THOMAS A/PATTI 289 MEADOW DR ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 CB1200 JOHNSTON ROSS R JR 301 CLAY ST ASHLAND, OR 97520 PA -T1-2021-00151 391 E11CB6400 KOLLENDA BARBARA D 290 MEADOW DR ASHLAND, OR 97520 PA -T1-2021-00151 391 El I C3000 LARSON RICHARD D 321 CLAY ST #30 ASHLAND, OR 97520 PA -T1-2021-00151391 E11 CC2800 LEVIN PAULINE 2116 BIRCHWOOD LN ASHLAND, OR 97520 PA -T 1-2021-00151 391 E 11 C3000 LOBSITZ FAMILY TRUST ET AL 321 CLAY ST ## 96 ASHLAND, OR 97520 Etiquettes d`adresse Easy Peel A#lez a avery.ca/cgabarits Repliez a la hachure, rrt de reveler In robDid Pop-up i Utilisez le Gabirit Avory 51(30 i PA -T1-2021-00151 391 E11 CB4210 LOTS OF SPOTS LLC PO BOX 1175 WILSON, WY 83014 PA -T1-2021-00151 391 E11 C3000 MACK KARIN ET AL 321 CLAY ST #98 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 MARTIN NORMA FAY 321 CLAY ST #78 ASHLAND, OR 97520 PH -T1-2021-00151 391 E11 C3000 LOWE ERIKA L 321 CLAY ST #38 ASHLAND, OR 97520 PA -T1-2021-00151 391 E 1 ODD700 MAHAR MICHAEL T ET AL 815 ALDER CREEK DR MEDFORD, OR 97504 PA -T1-2021-00151 391 E11 03000 MARTINIE MAXINE PO BOX 1172 ASHLAND, OR 97520 PA -Tl -2021-00151 391E 11 C3000 PA -T1-2021-00151 391E 11 C3000 MATHIAS AMMON JACOB /TAMRA MCCULLOH STAYCE E 321 CLAY ST #71 321 CLAY ST #B ASHLAND, OR 97520 ASHLAND, OR 97520 PA-T1-2021-00151391E11C84206 PA-T1-2021-00151391E11C3000 MEADOWBROOK PARK ESTATES HOME MELLINGER LISA J/DREYER JANET PO BOX 4667 321 CLAY ST #32 MEDFORD, OR 97501 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 MESCO ANNETTE 321 CLAY ST #104 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 CB4205 MOREING WILLIAM W TRUSTEE ET 269 MEADOW DR ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 C3000 NIMS DELORES/CRESS SCOTT 321 CLAY ST #109 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 PECORARO GREGORY 321 CLAY ST #17 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 MILLARD JAY S 321 CLAY ST 4116 ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 C3000 MORSE CAROLINE W /CHRISTOPHER 318 WRIGHTS CREEK DR ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 C3000 OWENS THOMAS PORTER/BRIDGET E 321 CLAY ST #44 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 PEPE ALBERT LOUIS/POPE ALBERT 321 CLAY ST #21 ASHLAND, OR 97520 Go to avery.com/templates PA -Tl -2021-00151 391E 11 C3000 LYNDE CATHY 321 CLAY ST #19 ASHLAND, OR 97520 PA -T1-2021-00151 391E 10 DA3500 MAHAR MICHAEL T ET AL 200 NORMAL AVE ASHLAND, OR 97520 PA -T1-2021-00151 391 E 11 C3000 MASTERSON CATHERINE 321 CLAY ST #57 ASHLAND, OR 97520 PA -T1-2021-00151 391 E10DA3000 MEADOWBROOK PARK EST LLC 663 A ST ASHLAND, OR 97520 PA -T1-2021-00151 391 E 11 C3000 MENEFFEE, CHRISTINE C 321 CLAY ST #8 ASHLAND, OR 97520 PA -T1-2021-00151391 E71 03000 MILLER LYNN SYLVIA 321 CLAY ST #46 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 MROZEK DONALD M /CATHERINE S 321 CLAY ST #45 ASHLAND, OR 97520 PA -T1-2021-00151 391 E10DA2000 PANERO ROBERT A TRUSTEE ET AL 7 EVERGREEN CT WALNUT CREEK, CA 94595 PA -T1-2021-00151 391E 11 C3000 POGUE JERRY CNALERIE G 321 CLAY ST #80 ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 C3000 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E 11 03000 RAZIUK RENEE GLORIA REED BEVERLY JANE/TUCK WILLIA REGINA CRUMME GLAZE REVOCABLE 321 CLAY ST #49 321 CLAY ST #26 321 CLAY ST #9 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 4 Allez a avery,ca/gabarits Jtili;cz fr GaL�al'lt Avery 5'10 i le �® ' ' U)bels Go to )lates `1 11 P PA-T1-2021-00151391EIODA1800 PA-T1-2021-00151391E11C3000 PA-T1-2021-00151391E11C3000 REID JAVAN WIR ALEXANDRA RICHARDS MICHAEL TRUSTEE ET A RICHARDSON WILLIAM/DIANA W 320 MEADOW DR 321 CLAY ST #79 PO BOX 3569 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA-T1-2021-00151391EIlCB5400 PA-T1-2021-0015139IElIC3000 PA -T1-2021-00151391 El1CC3100 ROBERTS SUSAN J RODAS DE LEON HILDER MARINELY ROSS MARJORIE A ET AL 9383 JOHN DAY DR 321 CLAY ST #92 484 CLAY ST GOLD HILL, OR 97525 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11 C3000 RUNDEL WENDY L SANTURE MARY ANNE SARHANIS ANDREW J 321 CLAY ST #27 321 CLAY ST #67 321 CLAY ST #UNIT E ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA-T1-2021-00151391EIlCB4202 PA-T1-2021-00151391E11CB5700 PA-T1-2021-00151391E11C3000 SAUL RICHARD ALAN TRUSTEE ET SCHAFFER HEATHER M SCHATTLER DIANNE JEANNE TRE 263 MEADOW DR 120 CENTRAL AVE 321 CLAY ST ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA-T1-2021-00151391EIICB4203 PA-T1-2021-00151391E11C3000 PA-T1-2021-00151391E10DA2100 SCHAUER ROMAN/KIMBERLY SCHELZ JOAN M SCHULZE DELWYN P 265 MEADOW DR 321 CLAY ST #99 312 MEADOW DR ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E10DD800 SELF MARTHA SEMRAU JEAN SENNHAUSER-NEFF LISA A 321 CLAY ST #48 321 CLAY ST #60 300 NORMAL AVE ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA-T1-2021-00151391EIODA2300 PA-T1-2021-00151391E11C3000 PA-T1-2021-00151391E11C3000 SETTLES PHILIP SHANK MARY ANN TTE SHAW KIRBY /MARKITA HARADEN 300 MEADOW DR 321 CLAY ST #24 12621 DEAD INDIAN MEMORIAL RD ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391 EI I C3000 PA -T1-2021-00151 391E 11 C3000 PA -T1-2021-00151 391E 11 CC201 SHEPHERD BETTY DORENE SHERMAN JOSHUA L /JAMIE L SIPLE KATHLEEN KIM TRUSTEE ET 321 CLAY ST #12 6521 GOSHAWK LN 1968 TREEWOOD LN ASHLAND, OR 97520 COEUR D ALENE, ID 83815 SAN JOSE, CA 95132 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11C3000 PA -T1-2021-00151 391 E11 C3000 SMITH MERRILL SMITH SHEILA ANN SMITH, STACIA LAUREL 340 A ST #2 321 CLAY ST #41 321 CLAY ST 4113 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 C2501 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391E 11 C3000 SNOWBERRY BROOK LLC SPENCER LISA CLAIRE ET AL STEELE NANCY 2251 TABLE ROCK RD 960 HARMONY LN 321 CLAY ST #107 MEDFORD, OR 97501 ASHLAND, OR 97520 ASHLAND, OR 97520 Allez a avery.ca/gabarits , tJtilisez le Gabarit Avery 5160 1 IIEasy Peel Address L)bds Go to avery. com/te in plates A-T - - 51 391E11C3000PA-Tl-2021-00151 P 1 2021 001 391E11C3000 PA41-2021-00151 391E10DA2500 STOFFER SUSAN M I MITCHELL CY STONE ARLENE B STOUT PROPERTIES LLC 321 CLAY ST #2 321 CLAY ST #18 356 OTIS ST ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA-T1-2021-00151391 Ell 1CC3200 PA-T1-2021-00151391EIIC3000 PA-T1-2021-00151391E10DD500 SZABO BARBARA D THOMPSON NEAL L TOMPKINS JAK DNICKIE A 2130 BIRCHWOOD LN 321 CLAY ST #20 37 SHAMROCK LN ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA-T1-2021-0015139IE10DA2700 PA-T1-2021-00151391E11C3000 PA-T1-2021-00151391EIlCC1300 TREMBLAY VIRGINIA VALINE ROBERT AIIIALINE MICHAE WAGNER CATHERINE TRUSTEE ET A 299 MEADOW DR 1467 STARDUST WAY 2101 BIRCHWOOD LN ASHLAND, OR 97520 MEDFORD, OR 97504 ASHLAND, OR 97520 PA-T1-2021-00151391E11CB6200 PA-T1-2021-00151391E11CC1200 PA-Tl-2021-00151 391E11C3000 WARNER DIANNAIMICHAEL J WARSHAW PETER AND ELIZABETH A WEBER PATRICK C 286 MEADOW DR 2109 BIRCHWOOD LN 321 CLAY ST #66 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA-T1-2021-00151 391 E I I C3000 PA-T1-2021-00151 391 EI I CC200 PA-T1-2021-00151 391 E11 CC202 WELLS JAMES H III WICKMAN CALEB WIANDREE WILDMAN ROBERT/WILDMAN ALLISO 321 CLAY ST #115 400 CLAY ST 420 CLAY ST ASHLAND, OR 97520 ASHLAND, OR 97520 'ASHLAND, OR 97520 PA-T1-2021-00151 391E11C3000 PA-T1-2021-00151 391 E11 C3000 PA-T1-2021-00151 391 EI ODA2200 WILLSON NANCY WINGSPREAD LLC WOOD SHIRLEY PHYLLIS ET AL 321 CLAY ST #25 1322 E MCANDREWS RD #STE 201 PO BOX 757 ASHLAND, OR 97520 MEDFORD, OR 97504 BROOKINGS, OR 97415 PA-T1-2021-00151 391E11C3000 PA-T1-2021-00151 391E11C3000 PA-T1-2021-00151 391E 10DA2400 WOODMAN MARY ANN WRAIGHT CHARLES WALTER/TERRI YAGER DAVID 321 CLAY ST #95 321 CLAY ST #102 144 WAGNER BUTTE RD ASHLAND, OR 97520 ASHLAND, OR 97520 TALENT, OR 97540 PA-T1-2021-00151 391E11C3000 PA-T1-2021-00151 PA-T1-2021-00151 YOUNG HEATHER JEAN SCOTT ENGLISH HANK HAMPTON 321 CLAY ST #SPC 73 650 ASHLAND ST 242 W. Mtn View Place ASHLAND, OR 97520 ASHLAND, OR 97520 Palm Springs, CA 92263 7/21/2021 NOD 174 321 Clay Street RMT biquettes cl'adresse Easy reel Allez a avery.ca/gabarits Rcri Eiraz a 6 i chi re Ztin cie v� Enr Ee rr.hoid F eE uP I JtiFsc�: he Ga€writ Avery 5160 1 PioI'VIj JI L. ........ . 11-1 55g I�tiV G/or�N 1 l at/_�ldS'oNIM }uauaaJuI da LI }adnInj 37 wo u :I pw ny saiono V 11 ss,nvupy to Almdolo ay, sl n loina loaaissalou In piawngsul, Im vn u,raiaq Iralrnummm uk!")p puo soapi 7111 Fun j7 F . e E F F F' F cr, �F V7 r A c -- Q T r KARIN MACK M.D. 321 Clay St Spc 98 Ashland, OR, 97520 June 17, 2021 Planning Dept, City of Ashland 51 Winburn Way, Ashland, OR 97520 RE Planning Action PA- T 1-2021-00151 Dear Sirs: I have been an owner/resident of a home in the Wingspread Mobile Home Park for a number of years, and recently received a notice from The Planning Board regarding a permit for replacement of a culvert and a multi year maintenance plan to provide ongoing and routine maintenance of the existing storm water treatment and detention ponds in order to maintain flow and reduce flooding. I am writing to say this has been long overdue, and is very necessary for the above stated reasons. I have been very concerned as the problem has kept getting worse, and nothing seemed to be happening in spite of requests on the part of the park. The danger of flooding in certain times of the year is very real, and very important for us to prevent as there is only one entrance/exit to the park. The culvert in question runs under this road. In addition, I have noticed that the wildlife here have suffered, as the geese and ducks do not stay as long each year nor in as great numbers as before, because it is not safe for them with the increasing sediment and lack of water. The ducks and geese were one of the attractive aspects of living here in this park for me, and the pond and wildlife have contributed to the value of the real estate and our homes here. Thank you for considering this permit and I hope this application will meet with your approval. Sincerely Yours, Darin Mack M.D. Plarn4ig Department, 51 Winbu.,i fiay, Ashland, Oregon 97520 CITY OF 541-488-5305 Fax:541-552-2050 www.ashland.or.us TTY:1-800-735-2900 -ASHLAND PLANNING ACTION: PA -T1-2021-00151 SUBJECT PROPERTY: 321 Clay St. OWNER/APPLICANT: Wingspread LLC/Northwest Biological Consulting - Scott English DESCRIPTION: A request for Physical and Environmental Constraints Permit for a replacement culvert and a Limited Activities and Uses Permit for a Water Resource Protection Zone to allow for a sediment removal project and approval of a multi-year maintenance plan to provide ongoing and routine maintenance of the existing storm water treatment and detention ponds in order to maintain fiow reduce flooding. COMPREHENSIVE PLAN DESIGNATION: Multi-Farnfly Residential; ZONING: R-2; ASSESSOR'S MAP #. 391 E 11 C; TAX LOT: 3000 ActionsTAs by Stu e,etFC\Clay4Clay_321_R—',,Wiiigspread'202]\Cfay,321 PA -TI -2021-0015 I \NaficingTlay -321,,PA-1'1-2021-00151 NOC.docx OVER C; The Ashland Planning Division Staff has received a complete application for the property noted on Page I of this, notice Because of the COVID-1 91 pandernic, application materials are provided online and comments will be accepted by email. Alternative arrangements for reviewing the application or submitting comments can be made by contacting (541) 488-5305 or pLanninq@ashlandor.us. A copy of the application, including all documents, evidence and applicable criteria are available online at "What's Happening in my City" at littos:llqis.asliland.or.us/deyg!opmeatpigpsals/. Copies of application materials, will be provided at reasonable cost, if requested. Under extenuating circumstances, application materials may be requested to be reviewed in-person at the Ashland Community Development & Engineering Services Building, 51 Winburn Way, via a pre -arranged appointment by calling (541) 488-5305 or emailing pjanndnqL @ashland.or.us, Any affected property owner or resident has a right to submit written comments to plannirig(c-Dashiand.or.us or to the City of Ashland Planning Division, 51 Wlnburn Way, Ashland, Oregon 97520 prior to 4:30 p,m, on the deadline date shown on Page 1. Ashland Planning Division Staff determine if a Land Use application is complete within 30 days of submittal. Ulpon determination of completeness, a notice is sent to surrounding properties within 200 feet of the property submitting application which allows for a 14 day comment period. After the comment period and not more than 45 days from the application being deemed complete, the Planning Division Staff shall make a final decision on the application. A notice of decision is mailed to the same properties within 5 days of decision. An appeal to the Planning Commission of the Planning Division Staff's decision must be made in writing to the Ashland Planning Division within 12 days from the date of the mailing of final decision, (AMC 18.5,1,050,G) The ordinance criteria applicable to this application are attached to this notice. Oregon law states that failure to raise an objection concerning this application, by letter, or failure to provide sufficient specificity to afford the decision maker an opportunity to respond to the issue, precludes your right of appeal to the Land Use Board of Appeals (LUBA) on that issue. Failure to specify which ordinance criterion the objection is based on also, precludes your right of appeal to LUBA on that criterion. Failure of the applicant to raise constitutional or other issues relating to proposed conditions of approval with sufficient specificity to allow this Department to respond to the issue precludes an action for damages in circuit court. If you have questions or comments concerning this request, please feel free to contact Aaron Anderson at 541-488-5305 or aai--on,gndersonCct).g��hlarid,or.us. ActionsTAs by SveenC\C1ayT1ay_321 -R'r"W'TlgspTcw""2""iy_'2'_PA-"'-2'2'-""5]%Noticing1Cl;iy 32 1 PA -T 1 -2021-00151 1N0CAocx PHYSICAL & ENVIRONMENTAL CON$TRAINTS 18.3.1 O050 Anapplication for aPhysical Constraints Review Permit |msubject tothe Type | procedure insection 18.51.O50and shall beapproved if the proposal meets all n4the following criteria. A. Through the application ofthe development standards ofthis chapter, the potential impacts to the property and nearby areas have been considered, and adverse impacts have been minimized, B. That the applicant has considered the potential hazards that the development may create and implemented measures to mitigate the potential hazards caused bythe development, C. That the applicant has taken all reasonable steps to reduce the adverse impact on the environment. Irreversible actions shall bnconsidered more seriously than reversible aobon&The Staff Advisor or Planning Commission shall consider the existing development of the surrounding area, and the maximum development permitted bythis ordinance, LlMITED ACTIVITIES AND USES PERIVIF 18,3/I,080, [), All Limited Activities and Uses described insection 18.3.11.OGOshall besubject tomType | procedure iosection 18.5.1�O50.Anapplication huoUmdedAobvdies and Uses Permit shall be approved if the proposal meets all of the following criteria. 1, All activities shall be located as far away from streams and wetlands as practicable, designed to minimize intrusion into the Water Resources Protection Zone and disturb as little of the surface area of the Water Resource Protection Zone as practicable, 2. The proposed activity shall be designed, located and constructed to minimize excavation, grading, area of impervious surfaces, loss of native vegetation, erosion, and other adverse impacts onWater Resources. 3. On stream beds or banks, within the bank full stage, in wetlands, and on slopes of 25 percent or greater in a Water Resource Protection Zone, excavation, grading, installation of impervious surfaces, and removal of native vegetation shall be avoided except where no practicable alternative exists, orwhere necessary k»construct public facilities nrkoensure slope stability. 4. Water, storm drain, and sewer systems shall be designed, located and constructed to av6d exposure to floodwaters, and to avoid acciclenta) discharges tumtraamaand wetlands. 5� Stream channel repair and wnhmnnemnnt, riparian habitat restoration and enhancement, and wetland restoration and enhancement will be restored through the implementation of a mitigation plan prepared in accordance with the standards and requirements in section 18.311 �1 10 Mitigation Requirements, G. Long term conservation, management and maintenance of the Water Resource Protection Zone shall be ensured through preparation and recordation of a management plan as described in subsection 18 3.11.11 O.C, except a management plan is not required for residentially zoned lots occupied only by a single-family dwelling and accessory structures. • of Jackson The undersigned being first duly sworn states, that: 1. I am employed by the City of Ashland, 20 East Main Street, Ashland, Oregon 97520, in the Community Development Department. 2. On June 14, 2021 1 caused to be mailed, by regular mail, in a sealed envelope with postage fully prepaid, a copy of the attached planning action notice to each person listed on the attached mailing list at such addresses as set forth on this list under each person's name for Planning Action! PA -T1-2021-001 1, 321 Clay St. &ignature of Employee C,:1Users4sfliikfi,da.AFNHnDesk4op�AFFIDAVIT OF MAILING.docx 611412021 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11 C3000 ABERNATHY CRAIG HUGH ACKROYD ALAN ALEX MICHELLE 321 CLAY ST #1 321 CLAY ST #54 321 CLAY ST #84 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1 -2021-00151391E 11CC3000 PA -T1 -2021-00151391E 11CC2900 PA-T1-2021-00151391E11C3000 ARUTI MARYANN TRUSTEE ET AL BANKE THEODORE H/LOIS E BARBARA E DROSCHER TRUST 2128 BIRCHWOOD LN 598 LIT WAY DATEDROSCHER, BARBARA E TRE ASHLAND, OR 97520 ASHLAND, OR 97520 321 CLAY ST #114 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11 C3000 BARKER NORMAN E BAROQUIN GAIL ELLEN BAUSSERMAN SUSAN JOHANNESSEN 321 CLAY ST #72 321 CLAY ST #SPC D 321 CLAY ST #100 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391E 11 C3000 PA -T1-2021-00151 391 E11 CC1400 BELL ROBERT S JR BEYER RANNY BIRCHWOODS AT ASHLAND 321 CLAY ST #39 321 CLAY ST #16 990 N PHOENIX RD #105 ASHLAND, OR 97520 ASHLAND, OR 97520 MEDFORD, OR 97504 PA -T1-2021-00151 391 E 11 C3000 PA -T1-2021-00151 391E 11 C3000 PA -T1-2021-00151 391 E10DA1600 BOSCHIN MALAIKA KWAMBOKA ET A BRAUN DIVINA BARBARA TRUSTEE BREON CARRYL J TRUSTEE ET AL 640 PRACHT ST 321 CLAY ST #68 322 MEADOW DR ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 C3000 PA -T1-2021-00151 391 E11 C3000 PA -TI -2021-00151 391E 11 CB6500 BRESWICK MARYANN /AARON BRODEUR JAMES BROTHERS DANIEL B 321 CLAY ST #23 4623 HATHAWAY DR 292 MEADOW DR ASHLAND, OR 97520 MEDFORD, OR 97504 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391E 11 C3000 CANDACE ANN DILLINGHAM TRUST CARTER DARLENE MICHELLE TTEE CHAMBERLAIN KENT C 7730 SUGAR PINE RD 321 CLAY ST ##A 321 CLAY ST #11 WEED, CA 96094 ASHLAND, OR 97520 ASHLAND, OR 97520 PA-T1-2021-00151391E11C3000 PA-T1-2021-00151391E11CB4211 PA-T1-2021-00151391E10DA1900 CHAMPAGNE LAUREN COHN ALAN TRUSTEE ET AL CONOVER LAWRENCE C/METHENY SU 321 CLAY ST #76 550 SHASTA WAY 318 MEADOW DR ASHLAND, OR 97520 MOUNT SHASTA, CA 96067 ASHLAND, OR 97520 PA -T1 -2021-00151391E 11C3000 PA-T1-2021-00151391E11CB1100 PA-T1-2021-00151391E11CB6300 COOK PATRICIA ANN COOPER GLEN ALLEN TRUSTEE ET COTE KIYA 321 CLAY ST #65 PO BOX 5753 288 MEADOW DR ASHLAND, OR 97520 SANTA BARBARA, CA 93150 ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 C3000 PA -T 1-2021-00151 391 E 11 C3000 PA -T1-2021-00151 391 E11 C3000 COURAUD CHARLES S CRETNEY LISA ET AL CROSSLIN BARBARA JEAN 321 CLAY ST #83 321 CLAY ST #86 555 FREEMAN RD #UNIT 73 ASHLAND, OR 97520 ASHLAND, OR 97520 CENTRAL POINT, OR 97502 PA -T1-2021-00151 391E 11 C3000 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391E 11 C3000 CRUMME MARIAN A TRUSTEE I CUMMINGS CHRIS TRUSTEE ET AL DANFORTH KARLA E 321 CLAY ST #40 321 CLAY ST #50 321 CLAY ST #51 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -Tl -2021-00151 391E 11 C3000 DEBORAH J STAMPFLI LIVING TRU 321 CLAY ST #70 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 DIEZ INES 321 CLAY ST #97 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11C3000 DIXON TERESA S PO BOX 1042 ASHLAND, OR 97520 PA -Tl -2021-00151 391E 11 C3000 DUNCAN TRACY J 321 CLAY ST #77 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 ELOHIM JOY 321 CLAY ST #106 ASHLAND, OR 97520 PA -T1-2021-00151 391E11C3000 FIUREN CHRISTINA MARIE 1130 9TH ST MEDFORD, OR 97501 PA -T1-2021-00151 391 E11 C3000 FRANCES M RYAN LIVING TRUST E 321 CLAY ST #111 ASHLAND, OR 97520 PA -T1-2021-00151 391 E 11 C3000 FULLMER-OCEANA TRUST ET AL 321 CLAY ST #85 ASHLAND, OR 97520 PA -Tl -2021-00151 391E 11 C3000 DEMARTINEZ HELENE 321 CLAY ST #ST6A ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 DILLS CHRISTOPHER JAMES /TARA 321 CLAY ST #101 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 DONACHIE NORA LOUISE 321 CLAY ST #37 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 CB6000 DWYER THOMAS A ET AL 7215 E SILVERSTONE DR #3105 SCOTTSDALE, AZ 85255 PA -T1-2021-00151 391 El I C3000 ESCH SHEILA MARY 321 CLAY ST #5 ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 C3000 FOLLETT MARY LOU LOVING TRUST 321 CLAY ST #61 ASHLAND, OR 97520 PA -T1-2021-00151 391 E10DA2600 FREEMAN GLENDA G 297 MEADOW DR ASHLAND, OR 97520 PA -Tl -2021-00151 391E 11 CB5500 GAFFNEY MICHAEL J/J L 291 MEADOW DR ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 DETTMAN CYNTHIA 321 CLAY ST #62 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 DISTEFANO SHANI M 321 CLAY ST #28 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 DUBONNET WATHA 258 A ST #STE 180 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 EDWARDS ELIZABETH A /JEFFREY 4575 HIGHWAY 66 ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 C3000 EWING DENISE KESTI 321 CLAY ST #55 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 FOSTER DEVON M 321 CLAY ST #81 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 CB5800 FROSINI TERRY TRUSTEE ET AL 283 MEADOW DR ASHLAND, OR 97520 PA -T1-2021-00151 391E1 I C3000 GARDNER VICKI / MUIR DALE 321 CLAY ST #103 ASHLAND, OR 97520 PA-T1-2021-00151391E11C3000 PA-T1-2021-00151391E11CB4212 PA-T1-2021-00151391E11CC1100 GOOD HEIDI A GRUBER JOANN HALL GARY SCOTT/JENITH DERRY 321 CLAY ST #15 PO BOX 1300 2117 BIRCHWOOD LN ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391 E 11 C3000 PA -Tl -2021-00151 391E 11 CB6100 PA -T1-2021-00151 391 E 11 C3000 HANNA JEAN D / LENTFER TORI S HANSEN RONALD E HARRIS SONIA 321 CLAY ST #108 715 ALYSSA CIR 321 CLAY ST #UNIT 112 ASHLAND, OR 97520 PHOENIX, OR 97535 ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 CB5900 PA -Tl -2021-00151 391E 11 C2900 PA -T1-2021-00151 391E 11 C3000 HARTZ CHERYL JILL/RICHARD HAYS OIL PROPERTIES LLC HENDRICKSON -TODD CARTER 281 MEADOW DR PO BOX 1220 321 CLAY ST #6 ASHLAND, OR 97520 MEDFORD, OR 97501 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11 C3000 HEPFORD THOMAS M 1 KRISTA A HERNANDEZ HELEN E/LEIDER ARIE HERNANDEZ TIMOTHY JAY SR 321 CLAY ST #105 321 CLAY ST #34 2632 BLY ST ASHLAND, OR 97520 ASHLAND, OR 97520 KLAMATH FALLS, OR 97601 PA -T1-2021-00151 391 E11C3000 PA -T1-2021-00151 391 E11C3000 PA -T1-2021-00151 391 E11C3000 HERRERA DEANNA I /THOMAS A HICKS MAUREEN G HINCHEN CAROL 321 CLAY ST #22 321 CLAY ST #7 321 CLAY ST #110 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11 CB5600 HOLZKAMPER JANA RUTH INNES JUANITA REV LIV TRUST E JACOBSON THOMAS A/PATTI 321 CLAY ST #58 321 CLAY ST #52 289 MEADOW DR ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391E 11 C3000 PA -T1-2021-00151 391 E11 CB1200 JAMES ELLEN JOANN /DAVID H JILLSON SHELLY JOHNSTON ROSS R JR 321 CLAY ST #10 321 CLAY ST #47 301 CLAY ST ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA-T1-2021-00151391E11CB4209 PA-T1-2021-00151391E11C3000 PA-T1-2021-00151391E11CB6400 JONES LARRY G TRUSTEE ET AL KEYS VALERIE E /CATHERINE E KOLLENDA BARBARA D 266 MEADOW DR PO BOX 888 290 MEADOW DR ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -Tl -2021-00151391E11C3000 PA -Tl -2021-00151391E11CC2500 PA -T1-2021-00151391 El1C3000 LA GAMBINA REANNA LAMONT JOAN D TRUSTEE ET AL LARSON RICHARD D 321 CLAY ST #43 2132 BIRCHWOOD LN 321 CLAY ST #30 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA-T1-2021-00151391E11CB4204 PA-T1-2021-00151391E11C131300 PA-T1-2021-00151391E11CC2800 LAWRENCE BRUCE K/KATHRYN M LEE EDWIN BRIAN LEVIN PAULINE 267 MEADOW DR 295 CLAY ST 2116 BIRCHWOOD LN ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391 E11 C3000 LEY ELLEN QUIN/NELSON-QUIN MA LIMERICK JILL LOBSITZ FAMILY TRUST ET AL PO BOX 596 321 CLAY ST #82 321 CLAY ST ## 96 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA-T1-2021-00151391E11CB4210 PA -T1-2021-00151391 El1C3000 PA-T1-2021-00151391E11C3000 LOTS OF SPOTS LLC LOWE ERIKA L LYNDE CATHY PO BOX 1175 321 CLAY ST #38 321 CLAY ST #19 WILSON, WY 83014 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 C3000 MACK KARIN ET AL 321 CLAY ST #98 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 MARTIN NORMA FAY 321 CLAY ST #78 ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 C3000 MATHIAS AMMON JACOB /TAMRA 321 CLAY ST #71 ASHLAND, OR 97520 PA -T1-2021-00151 391E 10 DD700 MAHAR MICHAEL T ET AL 815 ALDER CREEK DR MEDFORD, OR 97504 PA -T1-2021-00151 391 E11 C3000 MARTINIE MAXI NE PO BOX 1172 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 MCCULLOH STAYCE E 321 CLAY ST #B ASHLAND, OR 97520 PA-T1-2021-00151391E11CB4206 PA-T1-2021-00151391E11C3000 MEADOWBROOK PARK ESTATES HOME MELLINGER LISA J/DREYER JANET PO BOX 4667 321 CLAY ST #32 MEDFORD, OR 97501 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 MESCO ANNETTE 321 CLAY ST #104 ASHLAND, OR 97520 PA -TI -2021-00151 391E 11 CB4205 MOREING WILLIAM W TRUSTEE ET 269 MEADOW DR ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 NIMS DELORES/CRESS SCOTT 321 CLAY ST #109 ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 C3000 PECORARO GREGORY 321 CLAY ST #17 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 MILLARD JAY S 321 CLAY ST #116 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11C3000 MORSE CAROLINE W /CHRISTOPHER 318 WRIGHTS CREEK DR ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 OWENS THOMAS PORTER/BRIDGET E 321 CLAY ST #44 ASHLAND, OR 97520 PA -T1-2021-00151 391 E 11 C3000 PEPE ALBERT LOUIS/POPE ALBERT 321 CLAY ST #21 ASHLAND, OR 97520 PA -T1-2021-00151 391 E10DA3500 MAHAR MICHAEL T ET ALTOM WINMILL 200 NORMAL AVE ASHLAND, OR 97520 PA -TI -2021-00151 391E 11 C3000 MASTERSON CATHERINE 321 CLAY ST #57 ASHLAND, OR 97520 PA -T1-2021-00151 391 E10DA3000 MEADOWBROOK PARK EST LLCC/O WALSH PAYROLL SERV 663 A ST ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 C3000 MENEFFEE, CHRISTINE C 321 CLAY ST #8 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 MILLER LYNN SYLVIA 321 CLAY ST #46 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 MROZEK DONALD M /CATHERINE S 321 CLAY ST #45 ASHLAND, OR 97520 PA -T1-2021-00151 391 E10DA2000 PANERO ROBERT A TRUSTEE ET AL 7 EVERGREEN CT WALNUT CREEK, CA 94595 PA -T1-2021-00151 391 E11 C3000 POGUE JERRY CNALERIE G 321 CLAY ST #80 ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 C3000 PA -T1-2021-00151 391E 11 C3000 PA -T1-2021-00151 391E 11 C3000 RAZIUK RENEE GLORIA REED BEVERLY JANE/TUCK WILLIA REGINA CRUMME GLAZE 321 CLAY ST #49 321 CLAY ST #26 REVOCABLELIVING TRUST ASHLAND, OR 97520 ASHLAND, OR 97520 321 CLAY ST #9 ASHLAND, OR 97520 PA-T1-2021-00151391EIODA1800 PA-T1-2021-00151391E11C3000 PA-T1-2021-00151391EIIC3000 REID JAVAN WIR ALEXANDRA RICHARDS MICHAEL TRUSTEE ET A RICHARDSON WILLIAMIDIANA W 320 MEADOW DR 321 CLAY ST #79 PO BOX 3569 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA-T1-2021-00151391EIlCB5400 PA-T1-2021-00151391E11C3000 PA-T1-2021-00151391E11CC3100 ROBERTS SUSAN J RODAS DE LEON HILDER MARINELY ROSS MARJORIE A ET AL 9383 JOHN DAY DR 321 CLAY ST #92 484 CLAY ST GOLD HILL, OR 97525 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -Tl -2021-00151 391E 11 C3000 PA -T1-2021-00151 391E 11 C3000 PA -Tl -2021-00151 391 E11 C3000 RUNDEL WENDY L SANTURE MARY ANNE SARHANIS ANDREW J 321 CLAY ST #27 321 CLAY ST #67 321 CLAY ST #UNIT E ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA-T1-2021-00151391E11CB4202 PA-T1-2021-00151391E11CB5700 PA-T1-2021-00151391E11C3000 SAUL RICHARD ALAN TRUSTEE ET SCHAFFER HEATHER M SCHATTLER DIANNE JEANNE TRE 263 MEADOW DR 120 CENTRAL AVE 321 CLAY ST ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA-T1-2021-00151391E11CB4203 PA -T1-2021-00151391 El1C3000 PA -Tl -2021-00151391E1ODA2100 SCHAUER ROMANIKIMBERLY SCHELZ JOAN M SCHULZE DELWYN P 265 MEADOW DR 321 CLAY ST #99 312 MEADOW DR ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 C3000 PA -T 1-2021-00151 391 E 11 C3000 PA -T1-2021-00151 391E 10DD800 SELF MARTHA SEMRAU JEAN SENNHAUSER-NEFF LISA A 321 CLAY ST #48 321 CLAY ST #60 300 NORMAL AVE ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA-T1-2021-00151391EIODA2300 PA-T1-2021-0015139IElIC3000 PA-T1-2021-00151391E11C3000 SETTLES PHILIP SHANK MARY ANN TTE SHAW KIRBY /MARKITA HARADEN 300 MEADOW DR 321 CLAY ST #24 12621 DEAD INDIAN MEMORIAL RD ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -Tl -2021-00151 391E 11 C3000 PA -T1-2021-00151 391E 11 C3000 PA -Tl -2021-00151 391 E11 CC201 SHEPHERD BETTY DORENE SHERMAN JOSHUA L /JAMIE L SIPLE KATHLEEN KIM TRUSTEE ET 321 CLAY ST #12 6521 GOSHAWK LN 1968 TREEWOOD LN ASHLAND, OR 97520 COEUR D ALENE, ID 83815 SAN JOSE, CA 95132 PA -T1-2021-00151 391 E11 C3000 PA -T1-2021-00151 391E 11 C3000 PA -T1-2021-00151 391E 11 C3000 SMITH MERRILL SMITH SHEILA ANNJAMES M SMITH SMITH, STACIA LAUREL 340 A ST #2 321 CLAY ST #41 321 CLAY ST #113 ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391 E 11 C2501 PA -T1-2021-00151 391E 11 C3000 PA -T1-2021-00151 391 E11 C3000 SNOWBERRY BROOK LLC SPENCER LISA CLAIRE ET AL STEELE NANCY 2251 TABLE ROCK RD 960 HARMONY LN 321 CLAY ST #107 MEDFORD, OR 97501 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391 E 11 C3000 PA -T1-2021-00151 391E 11 C3000 PA -T1-2021-00151 391 E10DA2500 STOFFER SUSAN M I MITCHELL CY STONE ARLENE B STOUT PROPERTIES LLC 321 CLAY ST #2 321 CLAY ST #18 356 OTIS ST ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 CC3200 SZABO BARBARA D 2130 BIRCHWOOD LN ASHLAND, OR 97520 PA -T1-2021-00151 391E 10DA2700 TREMBLAY VIRGINIA 299 MEADOW DR ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 CB6200 WARNER DIANNAIMICHAEL J 286 MEADOW DR ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 WELLS JAMES H III 321 CLAY ST #115 ASHLAND, OR 97520 PA -T1-2021-00151 391 E 11 C3000 WILLSON NANCY 321 CLAY ST #25 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 WOODMAN MARY ANN 321 CLAY ST #95 ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 C3000 YOUNG HEATHER JEAN 321 CLAY ST #SPC 73 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 THOMPSON NEAL L 321 CLAY ST #20 ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 C3000 VALINE ROBERT AIVALINE MICHAE 1467 STARDUST WAY MEDFORD, OR 97504 PA -T1-2021-00151 391 E11 CC1200 WARSHAW PETER AND ELIZABETH A 2109 BIRCHWOOD LN ASHLAND, OR 97520 PA -T1-2021-00151 391E 11 CC200 WICKMAN CALEB WIANDREE 400 CLAY ST ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 WINGSPREAD LLCC/0 LEGACY CPA 1322 E MCANDREWS RD #STE 201 MEDFORD, OR 97504 PA -T1-2021-00151 391 E11 C3000 WRAIGHT CHARLES WALTER/TERRI 321 CLAY ST #102 ASHLAND, OR 97520 06/14/21 321 Clay NOC 172 PA -T1-2021-00151 391 E10DD500 TOMPKINS JAK DIVICKIE ACID AMERICAN MINI STORAGE 37 SHAMROCK LN ASHLAND, OR 97520 PA -T1-2021-00151 391 E11CC1300 WAGNER CATHERINE TRUSTEE ET A 2101 BIRCHWOOD LN ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 C3000 WEBER PATRICK C 321 CLAY ST #66 ASHLAND, OR 97520 PA -T1-2021-00151 391 E11 CC202 WILDMAN ROBERTIWILDMAN ALLISO 420 CLAY ST ASHLAND, OR 97520 PA -T1-2021-00151 391 E10DA2200 WOOD SHIRLEY PHYLLIS ET AL PO BOX 757 BROOKINGS, OR 97415 PA -T1-2021-00151 391 E10DA2400 YAGER DAVID 144 WAGNER BUTTE RD TALENT, OR 97540 Zoning "^ Comp Plan resignation Name �.... Phone•S_Y4 - fl-- — E-Mrail �3� � � �� '' � `Ct Addr85s_sZ� f�rflP�at'__ S 7L City /f S6il`LC _ __ Zip 3 — - PROPERTY OWNER Name 14 41 _ _ Ct/11 en------Phtme1'l 1 �3 hrlailSv � a !! etc/. CO.4A -- Address ' ' � r �I��7` E.) ICC city _ r ' s Zip Cr SURVEYOR, ENGINEER, ARCHITECT, LANPLCAPE ARCHITECT, OTHER itle� (a Name EwNiaOL.G Address ��Sii� AS%i&iie .[.3 _ City � 1�?'—-------Zip. ` ? -itleI li ` Name . _ phone -- S—&— Address Address _,. City _ Zip . It hereby codify that the statements end information contained in this epplicaoon, including the anclosed drawings end the required findings of (&;I, are in all aspects, true acrd correct ,r understand that all property pins must be shown on the drawings and v�' We upon the site Inspection, In the event the pins arc not shown or their location found to be incorrect, the owner assumes full responsbVy, i further understand that if this request rs subsequently contested, the burden wily be ori me to establish. 1) that l produced sufficient factual evidence at the hearing to support this request: 2) that the findings of fact furnished justifies the granting of the request; 3) that the findings of fact furnished by me are adequate,, and further 4) that 80structures or improvements are properly located on the ground. Failure in this regard will result most likely in not only the request being set aside, but also possibly in my starctures being built in reliance thereon being required fo be removed at my expense. If have eny doubts, t am advised to seek competent professional advice and assistance. Applicant's Sie§naturs Date As owner of th p, ar ' voived in this request, t have read and understood the complete application and its consequences to me as a property owner. Property C)wn l Signaiure 4 equired) Date ITaba teloyOyet4 i %t _ zoning Permit Type. g ��C) b trate Received d� Film Fee OVER N rjNanm-dt:'& NMA Appic a9en;ir,: ZONING PERMIT SUBMITTAL „REQUIREMENTS T ::::A PLICATION FORM must be completed and signed by both applicant and property owner. YF'INDINGS OF FACT — Respond to the appropriate zoning requirements in the form of factual statements or findings of fact and supported by evidence. List the findings criteria and the evidence that supports it, Include Jformation necessary to address all issues detailed in the Pre -Application Comment document. 8-'-2 SETS OF SCALED PLANS no larger than 11"x1 7". Include site plan, building elevations, parking and landscape details. (Optional —1 additional large set of plans, 2'x3'; to use in meetings) SEE (Check, Charge or Cash) D LEED@CERTIFICATION (optional) —Applicant's wishing to receive priority planning action processing stall provide the following documentation with the application demonstrating the completion of the following steps: • Hiring and retaining a LEER@ Accredited Professional as part of the project team throughout design and construction of the project; and • The LEES checklist indicating the credits that will be pursued. • Applications are accepted on a first come, first served basis. • Applications will not be accepted without a complete application form signed by the applicants) AND property owner(s), all required materials and full payment. • All applications received are reviewed for completeness by staff within 30 days from application date in acconnce with DRS 227.178. • The first fifteen COMPLETE applications submitted are processed at the next available Planning Commission meeting. (Planning Commission meetings include the Hearings Board, which meets at 1:30 pm. or the full Planning Commission, w'°IiA meets at 7:00 pm on the second Tuesday of each month. Meebrrgs are held at the City Council Chambers at 1175 East Main St). • A notice of the project request will be sent to neighboring properties for their comments or concerns. • if applicable, the application will also be reviewed by the Tree and/or Historic Commissions. G's comm,deep:Lm€[fforfns&Hs[sdFratst.7An:tea F�nmm+.SpylEcayen.dac NORTHWEST BIOLOGICAL CONSULTING HABITAT RESTORATION & ENVIRONMENTAL PLANNING Engineering Contractor CA-599428 & OR 37378 May 14, 2021 Narrative in Support of Wingspread Permit Application Regarding P&E and Water Resources Limited Uses Permit Physical and Environmental Constraints Development: All activities located within an area of special flood hazard are subject to the provisions for a Development Permit under AMC 15.10 Flood Damage and Prevention Regulations. 18.3.10.050 Approval Criteria: An application for a Physical Constraints Review Permit is subject to the Type I procedure in section 18.5.1.050 and shall be approved if the proposal meets all- of the following criteria. A. Through the application of the development standards of this chapter, the potential impacts to the property and nearby areas have been considered, and adverse impacts have been minimized. The potential impacts to the property and nearby areas have been considered, and adverse impacts have been minimized. See attached Wingspread narrative, plans, and exhibits for details. B. That the applicant has considered the potential hazards that the development may create and implemented measures to mitigate the potential hazards caused by the development. The applicant has considered the potential hazards that the proposal may create and will implement BMP's and other measures to mitigate potential hazards caused by the proposed action. See attached narrative, plans, and exhibits for details. C. That the applicant has taken all reasonable steps to reduce the adverse impact on the environment. The applicant will take all reasonable steps to reduce the adverse impact on the environment. See attached narrative, plans, and exhibits for details. Standards for Fill in Flood Plain Corridor Lands: B. Crossings. A crossing of any waterway identified on the official maps adopted pursuant to section 18.3.10.070 Official Maps (e.g., for streets, property access or utilities) must be designed by an engineer. Stream crossings shall be designed to the standards of AMC 15. 10, or where no floodway has been identified, to pass a 100 -year flood without any increase in the upstream flood height elevation. The engineer shall consider in the design the probability that the crossing will be blocked by debris in a severe flood, and accommodate expected overflow. The crossing shall be at right angles to the stream channel to the greatest extent possible. Fill for stream crossings shall be kept to the minimum necessary to achieve property access but is exempt from the limitations in subsection 18.3.10.080.A, above. The applicant has addressed this standard by having a licensed Civil Engineer design the culvert crossing that meets the above stated crossing standard. Refer to attached culvert design and notes located in Figure A in the plans and exhibits. Water Resources Limited Activities and Uses: The following activities and uses within Water Resource Protection Zones are allowed provided the activities or uses comply with the review procedure and approval standards set forth in subsection 18.3.11.060.D. 1. Use of Power -assisted Equipment or Machinery. Use of power -assisted equipment or machinery for vegetation maintenance unless otherwise exempted in subsection 18.3.11.050.A.1.h. The use of Power -assisted equipment or Machinery for vegetation maintenance is exempted as detailed in subsection 18.3.11.050.A.1.h. The applicant is proposing to maintain the detention capacity of two ponds by removing invasive species such as reed canary grass and blackberries that have overgrown the ponds filled in with sediment. Refer to attached narrative, plans, and exhibits for details. 2. Multi -Year Maintenance Plans. Multi-year maintenance plans may be authorized as follows for existing areas or storm water treatment facilities in Water Resource Protection Zones which do not have a previously approved management plans. a. Publicly and Commonly Owned Properties. The routine restoration and enhancement of publicly and commonly owned properties such as public parks and private open spaces. The proposed project will help maintain and restore commonly owned properties within the Wingspread Mobil Home Park. Refer to the attached narrative and long- term maintenance plans. b. Storm Water Treatment Facilities. The ongoing routine maintenance of storm water treatment facilities such as detention ponds or sediment traps, vegetated swales, and constructed wetlands in- order to maintain flow and prevent flooding. Routine maintenance of storm water treatment facilities in accordance with an approved management plan is exempted as outline in subsection 18.3.11.050.A.2.c. A multi-year maintenance plan was developed to provide ongoing and routine maintenance of existing Wingspread storm water treatment and detention ponds or sediment traps in -order to maintain flow and minimize flooding. Refer to the attached narrative, plans, and exhibits for details. Tree Health and Protection: An inventory of trees that are greater than 6 -inch DBH (location, species, diameter, health, hazard, recommendations for treatment) within 15 -feet of the project site is required and any trees proposed for removal shown. The applicants will need to provide plans assessing the health of the trees and their ability to survive the impact of the proposed disturbance as part of the application; if a tree is unlikely to survive and its removal would ultimately involve substantially less disturbance within the Water Resources Protection Zone, removal may be the preferred option. If the trees are evaluated to live through construction, a tree protection plan will also have to be submitted. Work to be done inside the protection area will require an arborist to be on site to oversee the work. Fencing will have to be installed and inspected before work can ,6101141 NOD1OTS14 An inventory/survey of all trees within the work area greater than 6 -inch DBH was completed as illustrated in Figure 5 of the plan. There are no plans to remove any trees. The work access to the ponds is limited to one point and the work will be contained within the berms of the ponds where past sediment removal took place. The trees are located on the berms and islands which will be avoided by the equipment. All the 58 surveyed trees are healthy and will survive potential impacts mainly because the activity will be far enough away from the excavation zone and will not be impacted by the work. Fencing will be installed and inspected prior to the start of work. A biologist familiar with the work and trees will provide supervision. Mitigation and Management Plan: In addition to the plan requirements, a mitigation and management plan in accordance with 18.3.11.110 will also be required to be submitted when submitting application materials. This plan is to include, but not limited to, identified areas for equipment and material staging, re -vegetation and stream restoration plan, and erosion control measures. A mitigation and Management plan was completed and is attached as part of the plans and exhibits. Mitigation will be provided by: Removal of invasive species, restoration of the detention volumes, and creation of Long-term Maintenance and Management Plan. The plan, narrative, figures, and photos identify areas for equipment and material staging, equipment access, revegetation, erosion control and BMP's. NORTHWEST BIOLOGICAL CONSULTING HABITAT RESTORATION & ENVIRONMENTAL PLAWNG Engineering C�oniractor CA -599428 & CDR -137378 I III lig III �IrI lli II]I III I piiip� I "; III I =11,30=016 W-11 loll 11 ; I: k I a Long -Term Sediment Management Plan and Culvert Replacement. Exhibits in Support of P & E Permit Application In III 11111 IN rim I 1011TS, p .L,.,Mi nf,@ aish la rid .01". US 11WIM, 11 Table of Contents Page Introduction........................................................................................................................3 Overview..............................................................................................................................3 Plan outline for Sediment Removal.................................................................................5 CulvertReplacement..........................................................................................................6 Timeline...............................................................................................................................7 Table 1: Sediment removal calculations.........................................................................7 Figure1: Location Map....................................................................................................10 Figure 6: Tax Assessors Map...........................................................................................11 Figure 2: Aerial Photo of Wingspread with TID Diversion Noted ............................ 12 Figure4: Topographic Map.............................................................................................13 Figure 7: Aerial Photograph of Work Area...................................................................14 Figure 5: Tree and Cross-section Locations..................................................................15 Figure 3: Cross-sections of Ponds 2 and 3....................................................................16 Figure 1A: Overview of Sediment Removal Plan.........................................................17 Figure 113: Sediment Trap Plan with Diversion.............................................................18 Photo 1: Sediment on Left Side of Pond 2....................................................................19 Photo 2: Sediment on Right Side of Pond 2................................................................20. Photo 3: Sediment on Left Side of Pond 3...................................................................21 Photo 4: Sediment on right Side of Pond....................................................................22 Culvert Replacement -Engineering Details...................................................................23 Figure A: Engineering Design for Culvert Replacement.............................................24 Photo 5: Culvert System at Pond 2 Connecting to Pond 3 .........................................25 Photo 6: View Upstream of Culvert System Draining into Pond 3 ............................26 Photo 7: Image of TID irrigation diversion structure on Pond 4 ................................27 Pi Introduction: A series of five ponds were built at Wingspread in the 1960's to provide detention/flood control and these ponds also served the Talent irrigation District which used Clay Creek and the Wingspread ponds to provide irrigation water to the TID irrigation system for agricultural use. Two of the ponds are now filled with sediment due to the lack of maintenance. Sediment needs to be removed to restore a functioning detention system. A Long -Term Sediment Removal Management/Maintenance Plan is needed to provide a long- term solution to the sediment problem. This Plan was prepared after conducting a physical sediment survey and mapping of two ponds that were identified as needing sediment removal to restore detention capacity to help control flooding. The plan is to remove sediment from Ponds 2 and 3 to restore depth and volume. Once the sediments are removed, the plan is to use an old sediment trap/pond system that used to divert Clay Creek into the trap to deposit sediment and allow the creek to flow into pond 2 and the other ponds. The sediment trap can be maintained on an annual basis as necessary to remove accumulated sediment from the trap which will help maintain the detention effectiveness of the four ponds. A long-term agreement with the City is needed to address the annual maintenance /management of the ponds. In addition, the culvert that crosses Clay Creek needs replacement. An engineering study and design were completed for the culvert replacement and that engineering design is attached as report Figure A. Refer to the following Narrative, Figures, & Photographs for Plan details: Werview: /ingspread Mobile Home Park was built over 50 years ago along with a series of 5 ponds. The onds were designed and constructed in Clay Creek to provide a sediment trap and detention asins to help reduce flooding and trap sediments to help maintain the detention volumes of all ie ponds. TID maintains a water control structure at pond 4 that releases irrigation water from ie ponds into their system. In the past a sediment trap system and diversion allowed the 3 periodic removal of sediments from the trap/pond, which allowed the remaining four ponds to emain mostly sediment free and provide detention and storage for TID irrigation water eleases. The sediment trap/pond was dredged on a regular basis, but that practice stopped bout 15 years ago when floods damaged the diversion structure and sediments were no longer rapped and began filling in ponds 2 and 3 with sediment. Pond 2 is now totally filled with ediment and covered with reed canary grass, an invasive species. Pond 3 is nearly filled with ediment and covered with a variety of native and invasive aquatic plants. The remaining lower ►onds are still relatively deep. and dredging is not anticipated for those remaining ponds. here is a buried roadway culvert system that drains pond 2 and connects to pond 3. During lood events the culverts get plugged and overtop and flood the access road to a major part of he mobile home park. The undersized culvert system needs to be replaced to eliminate 'looding of the road crossing which cannot pass all the high flows during storm events. The plan s to replace the existing undersized culverts with a much larger culvert that is designed to pass sigh flows when Clay creek is in flood stage. (See attached Engineering Plan (Figure A), culvert ;ketches and dimensions and photographs of the crossing). :lay Creek, tributary to Bear Creek is a small perennial stream that drains a watershed basin of 1.5 square miles. The stream would normally be dry during the hot summer months, but the -reek and ponds are utilized by Talent Irrigation- District (TID), as a conduit for irrigation water During the growing season. The return flows average approximately 3 to 5 CFS from mid- May .intil the end of September. Ordinary high water around pond three was easily determined by rhe examining the debris lines around the ponds, much like a bathtub ring. The pond banks are Mable and covered by dense grasses and forbs with little or no evidence of bank erosion. The riparian vegetation surrounding the ponds is multi -storied and dense and provides good shading For most areas of the ponds, Riparian species are typically alder, willow, cottonwood, ash, mixed vvith some conifers as well as shrubs like snowberry, rose, red -rosier dogwood, and other shrubs. The majority- of the substrate is decomposed granitic sands mixed with small amounts of gravel. The ponds function as habitat for a variety of waterfowl, wading birds, and song- birds. Clay Creek basin is comprised of decomposed granite soils, which are easily eroded, especially from up -stream road building and housing development and the ponds due function as both sediment traps and detention basins. Clay Creek is not a fish bearing stream in this reach which is approximately 1 mile upstream from the confluence with Bear Creek and there are numerous fish passage barriers located between the project and Bear Creek and this reach of the creek is not considered Essential Fish Habitat (EFH). In- particular, there is a natural waterfall near the confluence with Bear Creek that is a natural barrier to fish passage which rohibits anadromous fish access to the project site (paraphrased from recent conversation Fith Pete Samarin, ODFW assistant district fish biologist). e ponds are a wonderful attraction for this mobile home community and provide real njoyment to the residents as well as providing aquatic and riparian habitat for a wide variety of iaterfowl, song- birds, and other wildlife. The upper ponds have a long history of maintenance redging which has not been done for approximately 15 years. The upper two ponds are mostly Iled in with sediment that was transported and deposited by Clay Creek. The sediment consists 7ainly of decomposed granitic- sands. A- main- focus of the Long- Term Sediment Management lan is to dredge two ponds and modify the upper pond to function as a sediment trap that can e maintained as needed to prevent the other ponds from filling in. Two other ponds located ownstream from pond 3 are not full of sediment and will not be dredged. A maintenance greement will be requested to allow maintenance dredging on a yearly basis. Refer to Figures arrative, and photographs for more information. Multi Year Management Plan Outline: Sediment Removal and Reactivating the Old Sediment Trap System 1. Dredging activities will take place in ponds 2 and 3 and will not involve getting dredging equipment into the water. 2. A medium sized tracked excavator will excavate the sediment which will be placed in a front-end loader that will transport loads of sediment to the staging area where it will be loaded on to dump trucks and taken to the nearby upland Knife River quarry for disposal. Refer to Table 1. 3. Only one equipment access point to each pond is planned which will allow all the dredging of the ponds to be done from inside the pond. That approach will minimize any impacts to nearby trees and shrubs. 4. A clean -water bypass system will be developed to pump the low -flow creek water around the sediment removal area to provide dry conditions. 5. The ponds will first be drawn down to expose the sediments and Clay Creek will be diverted as necessary to allow for excavation in the dry. 5 6. Invasive reed canary grass will first be removed from the top layer of sediment and that material will be loaded & trucked to the upland disposal site at Knife River quarry. 7. Excavated sediment will be loaded into trucks from the pond excavation area and taken to a local upland quarry for disposal. 8. The old sediment trap system and diversion channel will be cleared and grubbed to remove blackberries and trash that have accumulated in the area. 9. The sediment trap/pond will be cleaned out and the outlet culvert inspected and replaced as needed. 1©.The old channel diversion structure will be inspected and replaced if necessary. 11.131VIP's and other erosion control and clean water methods will be employed for sediment removal and culvert replacement to minimize erosion, turbidty, and other water quality problems. 12. All upland grass staging/equipment areas disturbed by the equipment activities will be seeded with appropriate grasses and forbs as needed. 13. All trees mapped on Figure 5 are located away from the actual sediment excavation area and no damage to trees or shrubs is anticipated. 14. Work will be supervised by qualified biologist. Culvert replacement & construction will be accomplished by: 1. Clay Creek will be diverted around the construction zone by creating a sump at the upper area of pond one and pumping the flows, if any, around the construction area. 2. All work will be done in the dry and no construction will occur in flowing water or wet areas. 3. BMP's and other erosion control methods will be employed to minimize turbidity and erosion. Timeline: The project is expected to start on or about October 7th and be completed by October 31, 2021. Typically, TID shuts off their irrigation water around the end of September. Table: 1, Sediment Removal Calculations and Culvert Replacement Earthwork Wetland / Waterbody Sediment Removal Dimensions Duration of Name * construct Material*** Length Width Depth Area Volume Clay Creels Ponds (ft.) (ft.) (ft.) (sq.ft. or ac.) (c y ) Impact** Clay Creek, Culvert 36 -inch CMP culvert, replacement 80 8 4 $00 sq ft 95 10 days concrete, soil, and rock Pond 2 110 55 4 6050 5q. feet 896 15 days Sand and gravels Pond 3, % pond excavated 70 65 3 4550 sq feet 505 10 days Sand and gravels The Multi -Year Monitoring and Maintenance Outline: 1. Monitoring of the pond will typically take place after each major storm event and will include a written log measuring the estimated volume of sediment that is trapped, including a photograph of the sediment delta. 2. The monitoring period is from November through the end of September. 3. The monitoring results will be summarized at the end of September and an excavation contractor will remove the 7 sediment and invasive species and dispose of it at the Knife River quarry or other suitable upland disposal sites. 4. Protective fencing will be placed around the perimeter of the sediment removal zone to protect trees and shrubs. 5. BMP's and other erosion control methods will be employed to maintain water quality. 6. The removal site will be dried out by developing a temporary sump and pumping water in pond 3 to maintain a dry site for the equipment to work in. 7. The work will occur outside of the normal breeding season for birds and other wildlife which will minimize any impacts from the sediment removal. 8. The sediment removal will take place from only one access point in the dry pond which will minimize potential impacts to trees and shrubs. 9. An annual report will be submitted to the Community Development Department that summarizes the annual sediment removal. 0 Tables, Figures, and Photographs: Table 1: Sediment removal calculations Figures: Listed in the order in which they appear in Document Figure 1: Location Map Figure 6: Tax Assessors Map Figure 2: Aerial Photo of Wingspread Property Figure 4: Topographic Map Figure 5: Tree and Cross -Section Locations Figure 7: Aerial Photo of Proposed Pond and Culvert Work Figure 3: Cross -Sections of Ponds 2 and 3 Figure 1 A: Overview of Sediment Removal Plan Figure 1 B: Sediment trap plan Figure A: Engineering Plan for Culvert Replacement 9 IN SAVLW 41C II ENS— RA I..,%V,\l#_ 39 I.I.e 11C .man JACKSON COL-NIT Ati11L.i4NU =, Wingspread,: Figure 6 Assessor Mads 1 naa� ppr V'y 4X'Rfid - �� 1.0 SEE kf A,4 "7 ", 1 �Tey MITAP �.m,< I+ l0 l4 BC. LIC°E1 11) 98. tlMCRA 5-1 Wingspread Property, 5-8 , 4.Y AAAI' ti A 39 urs 11CC y AITNI w moo, o ASill,✓h'.Y 0.J 11. Wingspread Figure 2: Aerial Photo Northwest Biological Consulfing 112 bi,a on, frons I-axiot polygon from Jackson County. Air photo froGoogle Earth, taken in July 7, r6ff_ an. ianm'ng 2017, CAE.qU.. 0mr __5 0 100 200 400 324 Terrace St P.O. Box 671 nwbialog.com i Feet Mav 13. 2021 Ashl3nd,OR97520 PhiFax(541)488-1061 Extent of Proposed Work Wingspread Photo 1: Aerial overview of entire Wingspread property with Clay Creek and ponds located near center of proplerty. TID irrigation diversion struture is noted in upper part of phioto. 12 m Iiiii q��Illl !!Ij 111111111,1111 ke 58 Trees surround the ponds and varied in size from 6 inches to 30 inches DBH. No trees will be removed or damaged by the work. Access to each pond will be limited to one point and no equipment will access the banks where most trees are located. 15 Figure 3: Six Cross Sections were taken at ponds 2 and 3 to determine the depth and volume of sediment for removal. M Pond 03 C--5—ti— A ... .... ... . Pond H3 Cr -s -Seddon a Pond N3 Cross-S�tlon C ------- ---- Pond NZ Cross -Section A . . ............. .. .. Pond nz Cro.5-S-0— 9 Pond nz Cros,Senlon C Figure 3: Six Cross Sections were taken at ponds 2 and 3 to determine the depth and volume of sediment for removal. M Wingspread Figure 1: Overview May 11, 2021 Pond areas were calculated frorn polygons interpolated between data provided by Jackson County, and data collected on the ground with a submeter -accurate GPS unit. 0 25 50 100 N EquipirteriL Staging & Loading Area Legend Staging & Loading Areas Sediment Removal Zones 0-0-0111- Clay Creek 9004W Culvert 41111SWoads -quipmentAccess Ponds Buildings Northwest Biological Consulting Habitat Restoration, Environmental Planning 324 Terraca St. RO. Box 671 r-bi-I-trconn Ashland,. OR 97520 Mrax (5411468-1051 Equipment Staging & Loading Area NEMMA Figure 1 A:I Equipment access will be from oinly one location to enter the ponds and will work from i'nside the pond berm. Equipment staging areas are located in upila�nd grass areas that will be seeded with grass seed after the project is completed. 17 Wingspread: Sediment Removal Northwest Biological Consulting 7 Habitat R-t—tion, .— ,, EnaironmentM Planning P 25 50 (MI Dam to Construct Channel to Excavate Existing Channel I -twice Clay Greek �Y��lrlllOMMI, Culvert 4MMIJIWoads Equipment Access MINE/// Sediment Trap p Pends Buildings 324'tarneca St. RO, 6q%877 nwhtlaiog.com Aahland, CYTS 4'7520 PhlFaa (541146&106x1 Fi,aure 1 Bi: Sediment trap pl�an, 'illustrating the use of an old sediment trap pond. Clay creek is diverted into; sand-badam, constructed to divert the flow wheretrap sediment is deposited.d the creek flows into Pond 2. Equipmentprovided r as the trap reaches capacity s liq 1111 1 !1 1 11111111 �iiiiiiii 111,111illillimlill 4t 19 I PQ WITMOTIA", M- covered with cattails, rushes, reed canary grass, •. otheo I mol m Photo 4: Right side of pond 3 illustrating the sediment Delta formed by the bedload deposited in the pond from the inflow from Clay Creek. The Following Information Details the Wingspread 36 Inch Culvert Replacement. Refer to the following 22 Engineering Design, Figure A, and photographs of the existing culvert system: 23 CJ (5)PHOOFII F hj.-41FM 0 W �FIF LE 1.T NE -Y MSA I 77 F" C1 Figure A: Engineering Plan for Culvert Replacement. The existing culverts are old, undersized, and sometimes flooded the access road. A 36- inch CMP culvert is planned to replace the old culvert system. Take note of the design criteria that covers the stream crossing requirements. 24 Photo 5: Outlet of P�o�nd 2, connected to poind 3 with 5 small culverts. The culvert's sometimes were blocked with debris Ouring high flows which caused the water to overtop the culverts and flood the road�, sometimes blocking entry. 25 Photo 6: View oif existing culvert in pond 2, directing Clay Creek, through thei culvert to pond 3. Culvert blockages smal' 26 Photo Image Talent Irrigation District Water Structure located on Wingspread, Pond 4. See location on 27 City of Ashland Community Development Department 51 Winburn Way Ashland, OR 97520 Telephone: 541-488-5305 Inspection Line: 541.552-2080 Plan Type: Type I Planning Action Work Class: Type I Planning Action PERMIT NUMBER PA -T1-2021-00151 ,Apply Cate: 5/18/2021 _ . - .:....... ... ..:. . Ma . ,&Tox.-int.... ; 391E11C3000 321 Clay St 1 Owner: W.H. Hampton III Owner 242 W Mountain View PI Address: Palm Springs, CA 92263 Phone: (760) 861-2085 Applicant: Northwest Biological Consulting Applicant 650 Ashland St Address: Ashland, OR 97520 Phone: (541) 941-2042 I P & E for water resources limited use permit. I Fee Description: Amount: Physical Constraints Permit (Type 1) $1,092.00 Applicant: Date: IT, Fees; $1,092.00