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HomeMy WebLinkAboutApplication APPLICANT 5/10/2022;City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Historical Review Application 6NGFIELD IL(4� Application. -(Applicant. check one) Historical Review Type I - Minor Alterations; Sites or Structures: ❑ Historical Review Type II - Major Alterations; Sites or Structures: x Historical Review Type III: Addition of a Site or Structure to the Historic Landmark Invento Removal of a Site or Structure from the Historic Landmark Inventor Demolition of Historic Land Mark Structures Required Project Information (Applicant., complete this section) 5-915-7419 (Tim) Applicant Name: Elizabeth & Timothy Halverson Phone:SV-513-5873g Company: Fax: Address: 621 5th Street Springfield, OR 97477 Applicant's Rep.: Phone: Company: Fax: Address: Property Owner: Beth & Tim Halverson 541-915-7419(Tim) Phone: 541-513-5873 Beth Company: Fax; Address: 621 5th Street Springfield, OR 97477 ASSESSOR'S MAP NO: 17033524 TAX LOT NO( S : 3400 Property Address: 621 5th Street Springfield, OR 97477 Description of If you are filling in this form by hand, please attach your proposal description to this application. Proposal • Please see the attached proposal below. Si natures: Please si n and orint your name and date in the a - ro riate box on the next a e. RequiredProject Ir. Associated Applications: kk Case No.: Z?,-000Uokf I@L Date: Vi L. t, Reviewed by: .AD Application Fee: alb I Technical Fee: O.Cto I Postage Fee: 3 TOTAL FEES: `-�2-I • �fl PROJECT NUMBER: Revised 10.10.13ki 1 of 7 Signatures An application without the Owner's original signature will not be accepted. The undersigned acknowledges that the Informatatiioon in this application is correct and accurate. (�._. Date: e19rzozz Signature If the applicant is not the owner, the owner hereby grants permission for the applicant to act In his/her behalf. Date: Signature Print Revised 10.10.131d 2 of 7 Historical Review The Historic (H) Overlay District is established to encourage the restoration, preservation and adaptive use of identified Historic Landmark Structures and Sites. The H Overlay District implements applicable Metro Plan policies, the Washburne Historic Landmark District, Section 2.500 et seq., of the Springfield Municipal Code, 1997 and OAR Chapter 660-023. The prospective applicant is encouraged to meet with planning staff to become familiarized with the review process and determine what is required for a complete application. 1. Applicant Submits an Application for Historical Review The application must conform to the Historical Review Requirements Checklist included in this application packet. 2. Review A. Type I applications for Minor Alterations of Historical Landmark Sites and Structures will be reviewed by City Staff. The types of Minor alterations reviewed are: 1. Construction, modification or demolition of accessory structures; 2. Additions, partial or total demolitions or substantial alterations to the building facade of non-contributing and intrusive structures within the Washburne Historic District; 3. Replacement of damaged exterior features with virtually identical materials; 4. Additions, partial demolitions or alterations to Historic Landmark Sites and Structures which fully conform to the standards of Section 3.3-945 and which are not visible from the street; 5. Installation of fewer than four (4) parking spaces; 6. Installation of signs of less than four (4) square feet; or 7. Any similar alteration or use which does not detract from the character of a Historic Landmark Site or Structure. B. Type II applications for Major Alterations of Historical Landmark Sites and Structures will be reviewed by the Historical Commission. The Historical Commission acts as the Development Review Committee for issues involving Section 3.3-900 Historical Overlay District. Adjacent property owners and occupants are notified and may attend a public review meeting and state their concerns, or send written comments. The types of Major alterations reviewed are: Revis d 10.10.13ki 1. Additions, partial demolitions, or substantial alterations to a building fagade; 2. A change to a more intensive use category as defined in the underlying district; 3. Installation of four (4) or more parking spaces; 4. Removal or radical trimming of large established trees or vegetation, except where necessary for immediate public safety as determined by the City Engineer; 5. Specific Development Standards in the Washburne Historic Landmark District specified in section 3.3-9356.; 6. New construction of 1,000 sq. feet or more within the Washburne Historic Landmark District; or 7. Any other alteration or use that the Director determines may detract from the historic character of a Historic Landmark Site or Structure. 3 of C. Type III Applications for Establishment of Historic Landmark Inventory, Removal from Historic Landmark Inventory, Demolition of Historic Landmark Structures and any Discretionary Use listed in the underlying zoning district as specified in section 5.9-100 will be reviewed by the Planning Commission following a recommendation by the Historical Commission. Adjacent property owners and occupants are notified and may attend a public review meeting and state their concerns, or send written comments. Major and Minor Alteration Standards (3.3-945) The following standards apply to major and minor alterations as specified in Section 3.3- 9158. and C., within the H Overlay District. 1. Any proposed use shall minimize exterior alteration of the Historic Landmark Site or Structure and its environment; uses that require substantial exterior alteration shall not be permitted. 2. The distinguishing original qualities of the Historic Landmark Site or Structure and its environment shall not be substantially altered. The removal or alteration of any historic material or distinctive architectural features is prohibited unless an immediate hazard to public safety exists. 3. All historic Landmark Sites or Structures are recognized as products of their own time. Alterations which have no historic basis and which seek to create an earlier appearance are prohibited. 4. Changes that have taken place in the course of time are evidence of the history and development of a Historic Landmark Site or Structure and its environment. Where changes have acquired significance in their own right, this significance shall be recognized. S. Distinctive stylistic features and examples of local or period craftsmanship which characterize a Historic Landmark Site or Structure shall be retained. 6. Deteriorated architectural features shall be repaired rather than replaced. In the even replacement cannot be avoided, the new material shall match the material being replaced in composition, design, color, texture and visual qualities. Repair or replacement of missing architectural features is based on accurate duplicate features, substantiated by historic, physical or pictorial evidence rather than on conjectural design, or the availability of different architectural elements from other buildings or structures. 7. New design for undeveloped Historic Landmark Sites in the Washburne Historic Landmark District and for alterations and additions to existing Historic Landmark Sites and Structures are permitted when they complement significant historic, architectural or cultural features and the design is compatible with the size, scale, color, material and character of the property, neighborhood or environment. S. New additions or alterations to Historic Landmark Structures shall not impair the essential form and integrity of the structure. Revised 10.10.13ki 4 of 7 Demolition Standards (3.3-950) Demolition of Historic Landmark Sites or Structures is an extreme measure that may be permitted only after all other reasonable alternatives for preservation have been thoroughly examined. A. No demolition permit will be granted for any Historic Landmark Site or Structure unless the owner has demonstrated to the satisfaction of the Historical Commission that 1 of the following criteria applies: 1. The condition of the Historic Landmark Site or Structure constitutes a serious and immediate threat to the safety of the public or occupants that cannot be eliminated without repairs that would exceed 50 percent of the value of the structure itself. a. A MIA -certified appraisal shall be required to determine the value of the Historic Landmark Structure. b. At least 2 bids from qualified contractors shall be required to determine the cost of repairs to the Historic Landmark Structure. 2. The property owner has demonstrated that there would be no reasonable, long- term economic benefit from preservation of the Historic Landmark Site or Structure. In making this determination, the owner shall demonstrate that all potential uses or adaptive uses for the Historic Landmark Site or Structure have been thoroughly examined. For example: a. The fact that a greater economic return would result from demolition than preservation is insufficient to meet this criteria. b. A lack of adequate funds to pursue potential uses or adaptive uses is insufficient to meet this criteria (i.e., selling the Historic Landmark Site or Structure is an option that shall be considered). B. If a Historic Landmark Site or Structure is permitted to be demolished, the property owner shall provide the Historical Commission with: 1. Four sets of measured drawings prepared by a qualified draftsperson showing the primary floor plans and the primary exterior elevations. 2. A set of photographs that document the exterior and interior details, including significant architectural elements. C. The property owner shall also supply the Historical Commission with any artifact or other architectural element as identified by the Historical Commission. The artifact or architectural element shall be carefully removed and delivered to the Historical Commission in good condition to be used in future conservation work. Revised 10.10.13ki 5 of 7 Historical Review Requirements Checklist NOTE: If you feel an item does not apply, please state the reason why and attach the explanation to this form. x❑ Application Fee - refer to the Development Code Fee Schedule for the appropriate fee calculation formula. A copy of the fee schedule is available at the Development & Public Works Department. Any applicable application, technology, and postage fees are collected at the time of complete application submittal. z❑ Historical Review Application Form x❑ A Brief Narrative explaining the purpose of the proposal. x❑ One (1) Copy of the Deed to show ownership. In Addition: ❑ Type I - Minor Alterations -Four (4) Copies of the Required Information: ❑ Plot plan drawn to scale - See Plot Plan Requirements Checklist attached. ❑ Photos of the existing structure and/or each damaged exterior feature to be replaced to sufficiently show existing structure and/or conditions. ❑ Exterior elevation drawings of the new and/or modified structure. ❑ Type of facade materials to be utilized including manufacturer's specification brochures. ❑ Type of construction materials to be utilized including manufacturer's specification brochures. For Installation of fewer than four (4) parking spaces: ❑ Plot plan drawn to scale - See Plot Plan Requirement Checklist attached. ❑ Location of trees and vegetation, indicating what vegetation is to be removed. ❑ Number of parking spaces shown as proposed (to scale). x❑ Type II - Major Alterations - Four (4) Copies of the Required Information: ❑x Plot plan drawn to scale - See Plot Plan Requirements Checklist attached. x❑ Photos of the existing structure and/or each damaged exterior feature to be replaced to sufficiently show existing structure and/or conditions. n/a❑ Exterior elevation drawings of the new structure, addition, alteration or area to be demolished drawn to scale. x❑ Existing type of facade materials. Type of fagade materials to be utilized including manufacturer's specification brochures. Listed in proposals attached. x❑ Type of construction materials to be utilized including manufacturer's specification brochures. Listed in proposals attached. For Installation of four (4) or more parking spaces: ❑ Plot plan drawn to scale - See Plot Plan Requirement Checklist attached. ❑ Location of trees and vegetation, indicating what vegetation is to be removed. ❑ Number of parking spaces shown as proposed (to scale). ❑ Type III - Twelve (12) Copies of the Required Information: Revised 10.10.13k1 6 of 7 Addition of Site or Structure to Historic Landmark Inventory: ❑ Plot plan drawn to scale - See Plot Plan Requirements Checklist attached. ❑ Complete City of Springfield Historic Inventory Form. ❑ Current photo of each exterior wall of the structure or if a vacant site, one current photo of the site. ❑ Written findings which address the criteria for Establishment of Historic Landmark Inventory (SDC 3.3-920). Removal of Site or Structure from Historic Landmark Inventory: ❑ Plot plan drawn to scale - See Plot Plan Requirements Checklist attached. ❑ Copy of the City of Springfield Historic Inventory Form. ❑ Copy of the National Register Designation (if applicable). ❑ Current photo of the site or structure. ❑ Written findings determining Historic Designation was erroneously applied according to the criteria for Establishment of Historic Landmark Inventory (SDC 3.3-920). Demolition of Historic Landmark Structure: ❑ Plot plan drawn to scale - See Plot Plan Requirements Checklist attached. ❑ Information to meet the criteria of Demolition standards (SDC 3.3-950). Plot Plan Requirements A Plot plan must be drawn in ink on quality paper no smaller than 8 1/2" X 14" and must contain the following information: • The scale (appropriate to the area involvied and sufficient to show detail of the plan related data such as 1' = 30", 1" = 50' OR 1" = 100'), north arrow and the date of preparation; • The street address and assessor's map and tax lot number; • The dimensions (in feet) and size (either square feet or acres) of the property; • Proposed and existing buildings; location, size (gross Floor area), conceptual Floor plan, setbacks from property lines, distance between buildings, and height; • Off-street parking areas, vehiclular access points and their dimensions; and • The name and location of all existing and proposed public and private streets and sidewalks within or on the boundary of the proposed property. The following additional information may be required, please check with planning: • The on-site drainage system to an approved storm system; • The connection to the City sanitary sewer system; • The location and height of proposed or existing fences, walls, outdoor equipment, storage, trash receptacles and signs; • Required landscaped areas and street tree locations to include type of landscaping or trees and type of irrigation system; or • Any additional information necessary to address land use compatability or Metro Plan issues. Revised 10.10.13ki 7 of 7 Lane county Clerk 2015-055381 Lane County Deeds & Records /� i i/t0/201503:09't2 PM RGR-0EEn CnblsM=i C/SHIER O] 1peg¢4 Western ru,at,c,aa ss.sN $11.00 510 re .1 do $47.00 497 Dahway Road, Rune 340, Eugene, OR 97401 1 Order Number. 1080aa-CR Carer L. areas Ellzabeh A. Culp 35752 Hyrtleweod Lane Pleasant Hill, Or. 97455 "Wont« Timothy E. Halverson Elleebuth A. Halvorson 6215thSheet Springfield, OR 97477 Until a change Is re4ueatau, all Is. ab 60anud 'shall 9a xMto the.ftlidwine add., Timothy E. Halverson Elhabath A. HaIvaRDn 621 RM Straat Sp mefteld, OR 97477 Reserved for Recorder's Use STATUTORY WARRANTY DEED Corey L. Bragg and Elizabeth A. Culp, Grantor, Conveys and warrants to Timothy E. Halverson and Elizabeth A. Halverson, as tenants by the entirety, Grantee, the following described real property free of encumbrances except as specifically set forth herein: Beginning at a point 60.0 feet North of the Southwest corner of Lot 10, Block 90, SPRINGFIELD INVESTMENT AND POWER COMPANY'S ADDITION, as platted and recorded In Book 25, Page 306 and 307, Lane County Oregon Deed Records; run thence Beat 92.0 feet; thence North 58.0 feet more or less to the South line of the alley running East and West through said Block 90; thence West 92.0 feet along the South side Of sold alley to the East line of North 5th Street; thence South along Said East line 58.0 feet more or less, to the point of beginning, in Lane County, Oregon. Account: 0311702 Map & Tax Lot: 17 03 35 24 03400 This property Is free of encumbrances, EXCEPT: All those items of record, If any, as of the date of this tlestl, Including any real property taxes due, but not yet payable. The true consideration for this conveyance is $231,000.00. (Here comply with requirements Of ORS 93.030.) I DETERMINE ANY DEFINED IN ORS :RTY OWNERS, IF moms 5 TO 11, 'ER 855, OREGON Exact, d this P day of November, 2015 Cor raga Elizabeth Culp 2t State of Oregon, County of Lend ) as. Q. an Thfe instru t was acknowledged before me on this ID day of November, 2015 by Corey L. eras Elix b th A. Ip Notary Public for the State of Oregon �lS ��, Ornow srntia My commission expires: i „ 1 CNIOgn POSg0a3 SCOLOSM WTARevu6ucOxEGON COMMffs0NW.sNvn My WI.MlWjWX111M.6EPIE1REx W,. e N Scale: 1 =;10' i'- - - - - - -;- -- 58'-^--------^IA4 I � ' � I I I Removaena We will rcmoretle eewesbsanlering msw,,,j s°'^"vaevlaw�. p'owessonlvcas"WisGarage el nuulale the house, wrep it In vepar Nernst stu. on ell end repere 11 win In, &.11 rs sluing end pmpased Wena en,. swan end twined finlshee, end stain a wanslind,es ererepprapriate mmr. I I. I Remave vtl re,l stucco an mecum gauge am se.Ne m F sldepomh U m pomp Mouse a I a I � Q I I � I unar Front -I Porch -- ---�— --� I I I 5th St. Address: 821 5th St., Springfield, Obi 97477 j Tax L'ot No: 3400 i Assessor's Map N0:1-7033524- - I Date of preparation: 5th St. Address: 821 5th St., Springfield, Obi 97477 j Tax L'ot No: 3400 i Assessor's Map N0:1-7033524- - I Date of preparation: Hello and good day! We are Beth and Tim, owners and caretakers of the W. M. Long home. We are very excited to write our proposal of the adjustments to our house, outlined in major sections below. As you might recall from our first application, I am a long time Springfield resident, graduating from Springfield High School in 2003. Tim moved to the area in 1993 and has made Oregon his home. I grew up dreaming of owning a home in this district. When we bought the home in 2015, our hearts were made whole. Inside this home, the original built-in cupboards throughout the home, the kitchen nook, laundry chute, ironing board, and original windows felt important to preserve. I finally had a place to put my collection of kitchen antiques! We embraced the interiors and hand -refinished the hardwood floors as we bought antique furniture and settled in. We realized we had a lot of projects to help the home continue to flourish and are now ready to complete the outside replacement of the crumbling stucco. We only request that you read our application in view of our love of this home, this neighborhood, and our desire to ensure this house stays viable. While we knew that replacing the stucco would be costly, we did not expect that it would cost nearly $100,000 to complete the project (beyond the $23,000 already put in to stabilizing the porches). We understand it is required to shore up the home. And we request a practical approach to redoing this home while you read our application, in line with the historic commission guidelines. Proposal • Have the existing stucco completely removed from the main house, the chimney, and the detached garage by abatement specialists (as required by law). o Current best proposal by LOI Environmental and Demolition Services (attached) • Insulation added in (either batt fiberglass insulation or closed cell spray foam) o Current best proposal by Brigham Construction (attached) • Repair dry rot in the exposed structure o Current best proposal by Brigham Construction (attached) • Wrap the home in vapor barrier o Current best proposal by Brigham Construction (attached) • Re -stucco with historical color choices by consulting the Springfield History Museum curator Current best proposal by Tony Slaughter (attached) Replacement of the Stucco Exterior Current Condition of the Exterior Outside the home, we loved the exterior. However, the condition had been deteriorating for years before we bought it. Although the aggregate stucco exterior has been painted, a small section of the side porch has the original material with lovely rocks and a variety of colors. Before we moved in, we began searching for someone to come and patch the material that was crumbling in the corners and the holes in the back walls (some former owner had planted some lovely hydrangeas too close to the house and the stucco absorbed moisture and caved away from the walls). We were not able to get a contractor to follow through and repair the sections. Here are the current conditions of the exterior of the home and detached garage: Side wall connecting with the side porch, significant cracks between the house and the sidewalk material and the patch completed poorly Back corner connecting to the back wall Section of exposed and caved away material exposing the interior lath that has caved from the wall exposing lath detached garage of material falling off that has not been touched due to around downspout Alley side connecting to back fence Picture of heavily decayed stucco surrounding the Alley side, fireplace connecting to the roof to the left....................and on the right While we appreciate the instructions offered by Springfield Planning & Development for the repair and patching of stucco material. It appears we now have excessive moisture penetrating through the material, making it challenging to repair. Our neighbor was able to patch/repair and paint his stucco because his cracks were very small and he has a flat finish instead of an aggregate finish, but ours are far outside of that. As you can see, some sections are losing significant pieces and causing the house to be open to potential rot, mold, or pests. We do not believe that a patch and repair approach would work, and we were not able to find someone to do the work several years ago when we were initially looking into it. When we set out to replace the siding, we learned we needed to have the stucco material tested to ensure there was no asbestos. We tested and were astonished to find that all surfaces (three types of materials identified by the inspector) contain asbestos. We learned it would need to be specially removed by an abatement company. We learned from contractors that the original and repair stucco had poor flashing at the base of the exterior walls, which is likely to create ongoing challenges. According to the EPA: "Asbestos -containing materials may release fibers when they are disturbed, damaged, removed improperly, repaired, cut, torn, sanded, sawed, drilled or scraped. Keep an eye on asbestos -containing materials and visually check them over time for signs of wear or damage." They recommend removing such materials by an abatement company. Now that we know all layers contain asbestos, and it is not in good working condition, it feels necessary to remove it and put on siding that will be safer and last for longer, while still having a historical charm. Another challenge that we have read about and seems important: "Another reason for total removal might be that the physical and visual integrity of the historic stucco has been so compromised by prior incompatible and ill-conceived repairs that patching would not be successful." - https://www.nps.gov/tps/how-to-preserve/briefs/22-stucco.htm#repair We have seen that many repairs and patches have been completed on the garage, in big sections along the base of the stairs and around the porches. All were poorly patched and highly visible due to the aggregate base and clearly defined lines of non -aggregate patching. These do not look professional, giving the entire surface a haggard appearance. Even if we could •fit- overlook the asbestos challenge, this would still not have a dignified look due to the other patchwork present. We understand that the historic code you refer to in your proposal (Section 3.3- 9158. and C.) states: "The removal or alteration of any historic material or distinctive architectural features is prohibited unless an immediate hazard to public safety exists." However, we feel the asbestos in the material warrants this, especially since parts of the asbestos containing stucco is falling to the ground. Our children, and our neighbor's small children, play within close vicinity to the exterior that is crumbling and could release small amounts of asbestos into the air that could be inhaled. Poor Insulation The Holiday Farm fire in 2020 and its resulting devastation illustrated to us just how little insulation our home has: a substantial amount of smoke entered our home through the walls, far more than was likely due from just the poor insulation from the original windows that hold only a single pane. Since we need to completely remove the siding (for safety and due to the existing state of the crumbling stucco) we want to improve the insulation of the home. This will improve resilience against smoke and other elements and reduce our need for extra heating and cooling to reduce our demand on electricity and natural gas to do our part to reduce climate change. Our current R value is 0, and we want to increase this considerably. Brigham Construction has given us two options that we will ultimately decide on after the stucco has been removed and they can better see inside the walls to advise of the best approach. Unless the commission has any concerns with the type of insulation, batt fiberglass insulation or closed cell spray foam, we will consult with the contractors at that time to determine next steps. Replacing the Aggregate Stucco with A Different Finish When we requested the Historic Commission to allow us to replace the stucco with cedar lap siding in 2021, we were denied due to the historic nature of the stucco on the home. When we had investigated replacing the siding, we had already spent several years seeing if we could get the stucco patched or repaired. We had a very hard time finding a contractor across those years who even did stucco, largely because they highlighted this climate is not suited for stucco. The one recommended to us never followed through. We were grateful to get three companies recommended from the historic commission with our denial of siding replacement in 2021. Of the three contractors the historic commission provided us, two followed through and provided us with quotes (it took from 8/2021 to 4/2022 to get their final proposals with comments on the type of stucco work). We appreciate the professional and direct approach of Eugene Plastering. However, we plan to go with Bill Slaughter Inc contractor Tony Slaughter, who provided us with a good approach and we appreciate his style and his focus on historical accuracy: "My Product Is Conventional Stucco... We Can Also Apply Cement Board System, But It A Conventional System Better 'Ties'The Building Together and Is Period Correct." Here is his bid pasted in that arrived via email: On Feb 7, 2022, at 8:44 AM, bslaughterinc@aol.com wrote: Tim Bid For Conventional 3 Coat Stucco At 621 5th Street In Springfield. Includes: WRB, Drainage Mat, Metal Lath, Cement Scratch Coat, Cement Brown Coat, Acrylic "Dash Finish" With Integral Color, Scaffolding, Caulking Of Stucco, And Stucco Accessories. Excludes: Framing, Furring, Flashing, Sheathing, Masonry, Concrete, Insulation, Demo, Painting, And Work Behind Solar Electric Boxes. Work Includes All Areas That Have Stucco Including Garage And Chimney. Labor and Material $44,787.00 Bid Is Good Until 4/30/2022 Tony Slaughter President Bill Slaughter Plastering Inc CCB 24803 541-954-9005 Regarding the Finish: Aggregate vs. Another Finish In emailing and communicating with both Eugene Plastering and Bill Slaughter Inc, we asked them both about the aggregate finish since we understand that we would ideally replace the existing stucco with aggregate stucco. Drew Larson stated we would need to maintain the same texture with the replacement options in his email from 2/14/2022: "The code language is fairly specific in this instance, 'In the event replacement cannot be avoided, the new material shall match the material being replaced in composition, design, color, texture and visual qualities.' So you need to propose as close to the existing finish as you can." We will address the challenges with those components in the emails below: Following our conversation with Drew Larson, we asked both contractors to investigate the aggregate stucco, aka marble crete, option further. The next two pages hold the email correspondence from Tony Slaughter and Eugene Plastering regarding the challenges with this material: From: bslauehterinc(cDaol.com Date: April 13, 2022 at 7:46:54 AM PDT To: thalversCome.com Subject: Re: Stucco Bid 6215th Street Reply -To: bslau¢hterincCnlaol.com Good morning, Tim I have not found any place to get the green agates. Twenty years ago, I was able to purchase rock at Willamette Graystone, but they informed me that they do not sell small, bagged rock anymore. I think the only option for the rock marble crete is to use pea gravel or something similar size that can be found at a Home Depot or Jerrys. One problem I see is that your house could look more like a 60s office building or apartment than a beautiful period correct vintage house. I am neck deep in red tape on four large commercial jobs I have going and do not have the time to do the research on different rock availability. Marble crete just isn't that common anymore. The path of least resistance on the texture is either a sand finish or dash. I know I didn't help too much here. Sorry. Tony Slaughter Bill Slaughter Inc 54-954-9005 An example of building in the adjacent neighborhood (corner of 4th St & E St) with the type of From: John Eugene Plastering <iohn@eu¢eneplasterin¢.com> Date: April 20, 2022 at 3:08:43 PM PDT To: Tim Halverson <thalvers@Dme.com> Subject: RE: Your proposal from Eugene Plastering is ready Good afternoon Tim, As per the issue with the Aggregate Stucco This system of stucco is very outdated due to the fact that the equipment to apply the product is no longer available. Reasons: 1. Cannot get equipment to apply product anymore 2. The application system that was done many years ago is and has been known for weatherization failure Our new stow base coat system is a 3 faze system that works superior to the old-style stucco and decently a better fit and finish product that meets todays codes. Let me know if you have any questions as we are here to help. Thanks John Duck, Estimator Office Phone: 541.461.6824 Cell / text: 541.729.6617 John @ Eugene Plasteri n¢. com Our Proposed Finish Based on this review, the contractors recommended that aggregate replacement is not an option. We want to match the texture to match those of neighboring houses in the Washburne of the same era: according to Tony Slaughter: "The path of least resistance on the texture is either a sand finish or dash." Of the proposed language proposed by Drew Larson: "In the event replacement cannot be avoided, the new material shall match the material being replaced in composition, design, color, texture and visual qualities." The proposed solution maintains all components except for composition and texture, which are due to the marble crete application process no longer used bythe contractors provided. We are not knowledgeable about these types of finish as we would like to be, but nearby houses, such as 504 E Street has a similar finish to a dash finish that looks lovely and has been preserved well. We have observed the process of this homeowner patching and repairing this type of finish with a flexible seal, that when painted over, is not noticeable at all. It looks seamless and maintains the historical accuracy of the home, while preserving the stucco below: Neighborhood examples of non -aggregate stucco finish options, either in full or as accent pieces on the home (house pictured and then a close-up of the texture section of homes): Home on 5°h & E Street _ - Home on E Street, near 5t^ Street y Pictured below: Home on F Street between 4t1 & St' Sts Home on 511 Street, btwn 5th & 6'^ St A version of home on 611 & E St with aggregate stucco below ('red' layer) and sand or dash finish above ('white' layer) highlighting that there are other examples in the neighborhood with this type of finish as well. We have spoken with this homeowner, and the other homeowner with aggregate stucco a few blocks from us, and neither of them had an additional resource for us to patch/repair our stucco. Additionally, our porches have been finished in what appears to be a sand/dash finish and already look quite different than the rest of the aggregate stucco finish. We would be refinishing the entire house with a finish similar to that already covering the most street -visible sections of the house: Here is an online representation of the dash finish (not the color, only the type of finish that feels like the most appropriate finish to utilize with our home): dosing Wishes We appreciate you taking the time to read our application. We believe we are doing everything that is being asked of us to maintain the historical accuracy, aside from what is lost to the annals of history. Thank you for allowing us to improve this wonderful home. Sincerely, Beth and Tim Halverson LOI ENVIRONMENTAL AND DEMOLITIONSERMES 59307esn Road, lake Oswega, OR 97035-541-953-8301—ssenders�i0oienviro.com July 8, 2021 Tim Halverson 6215- Street Springfield, Oregon 97477 Re: Asbestos abatement /6215"Street / Springfield, Oregon 97477 The following is am proposal to remove regulmed/asbesws- rdainmg material (ACK at the above -referenced location. Scope of Work This proposal is for supplying all labor, materials and safety equipment necessary m remove materials discussed, examined mthe site and detailed in the drawings/docummts provided. Duties include the following: The proper removalof approximately 1300 square feet of asbestos -containing exterior stucco located on the main house and garage. Duties include the mobilization, removal and demobilization of all waste and abatement equipment. All necessary notification fees, (personal) air monitoring and disposal costs are included in this proposal. All pertinent documentation including the LRAPA notice form, air monitoring reports and waste shipment records and project logs will be included in a post -abatement package upon request. Protective barriers are erected, and NEPA-filtered air filtration units (AFU) are installed to produce Negative Pressure Enclosures (NPE) in which the abatement process is conducted These NPE will be maintained at four air changes per how and with a minimum of 0.02 column inches of water pressure differential relative to outside pressure, evidenced by manometric measurements. Before protective barriers are removed a Quality air test is performed as per Department of Environmental Quality Regulations (OAR 340-248-0270 (13)) Requirements The following services an be supplied by the building: potable water and three to six 120 Volt, 15 Amp electrical circuits within the vicinity of the work area. Schedule All work to be completed in a timely manner. Work would take place over 8 -day period. iusur&nce inclusions The cost for the project includes the following, .$5,000,000 general liability and pollution insurance. $1,000,000 auto insurance and $2,000,000 workers comp coverage with a $5,000,000 umbrella over the auto insurance. The following endorsements providing additional insurance and other coverage are available as a pan of our standard policy: CG2010 10 01, primary and Non - Contributory, CG2037 10 01, Waiver of Subrogation for the General Liability and Workers Lake Oswego Insulation Ca - 1 CCB: 0R#38052 WA#LAKE001917JH Compensation. Exclusions Asbestos materials found in other areas are not included in this proposal. Bid for work described within. $18,692.00 The bid is valid for 30 days from the date of this proposal. Conditions Ibis bid is conditioned upon the parties examting a written contract for the work included in this proposal with terms and conditions satisfactory to LOI Environmental & Demolition Services. Terms Payment is due within 30 days of invoiciag. Late payments are subjeci,. to a 1.5% interest fee per month. Informadon Notices By signing below the Owner's representative acknowledges receipt of the Oregon Notices For Residential Construction Projects (if applicable). If you should have any questions, please feel free to contact me. Sincerely, s4WON S4rK,*W estimator LAI Envimnmentsl & Demolition Services A ban rofLake Oswego Luwiadon Co LAI Environmental & Demolition Services is hereby authorized to famish all materials and labor required to complete the work mentioned above, for which the undersigned agrees to pay the amount stated in accordance with the terms thereof. By: Title: Date: CustomerName: CustomaPO # Billing Address: STRE6T G11Y STATE Zm CODE Billing Contact: Phone Number: Lako Oswego Lrrsnlarron Ca - 2 CCB; 08#38051 WALAKE,907917M Bid from Bill Slaughter Plastering Inc On Feb 7, 2022, at 8:44 AM, bslauzhterincCdaol.com wrote: Tim Bid For Conventional 3 Coat Stucco At 621 5th Street In Springfield. Includes: WRB, Drainage Mat, Metal Lath, Cement Scratch Coat, Cement Brown Coat, Acrylic "Dash Finish" With Integral Color, Scaffolding, Caulking Of Stucco, And Stucco Accessories. Excludes: Framing, Furring, Flashing, Sheathing, Masonry, Concrete, Insulation, Demo, Painting, And Work Behind Solar Electric Boxes. Work Includes All Areas That Have Stucco Including Garage And Chimney. Labor and Material $44,787.00 Bid Is Good Until 4/30/2022 Tony Slaughter President Bill Slaughter Plastering Inc CCB 24803 541-954-9005 BRIGHAM CONSTRUCTION 2050 Roosevelt Blvd. Eugene, OR 97402 (541) 688-3648 info 4Glbrighamconstmction.com CCB#: 168164 April 11, 2022 TO: Tim 8r Beth Havers. 621 5*. St. Springfield, Or. 97477 BID PROPOSAL PROPERTY ADDRESS: 6215-. St. Springfield, O, 97477 CONTRACT WORK Exterior House & Detached Garage Subsiding 1. Remove and dispose of the exisdng lath around the exterior of the home, on both front/side porches and the detached garage where the existing stucco has been removed. Install new 2.4 & blocking as needed around the windows, exterior doors, etc. Install new %" CDX subsiding and new Everbuilt house wrap around the exterior of the home, on both front/side porches and detached garage where the stucco has been removed. It. #1: $24,910 *Note: It is assumed that 1/2' sub sidThe cost to remove and/or re -install any electrical around the home and detached garage is not included in this estimate. 2. Remove and replace any dry rot damaged framing around the exterior of the house and the detached garage after the existing lath has been removed. Item #2: These repairs will be made on a "Time & Material' basis at a rate of $80 per man hour plus materials. 3. Have a licensed contractor install new R-21 fiberglass batt insulation around the exterior of the home situ the existing lath has been mrnoved and before the new sub siding is installed. *An allowance of $1,875 has been added for this item. *Note: To install new blow in wall insulation around the perimeter of the home after the new sub siding has been installed, add an additional $525 to the estimate total. Basement Egress Window: 4. Excavate and remove an area of soil 60" wide by 42" deep by 42" outside the north east basement window to allow for a new larger egress window and new window well to be installed. Soil to be removed and dispose of off-site. Remove and dispose of the existing 36"x18" basement window, interior/exterior window trim and two pieces of interior maple paneling atoned the 36"x18" window where the soil has been removed. Frame out the new basement window opening with new 2x6 pressure treated material after the window opening has been cut large,. Install a new Prime 720 series, 30"x36", white vinyl, left hand ontswing casement window, new selfadhering window flashing over the window flange, new z -metal Bashing above the window, new cannot cleat cedar trim to match the existing, new interior window sill wrap and two new pieces of clear brushed maple veneer plywood to match the existing oramor. Install a new 50" wide by 36" deep by 36" tall steel Egress window well Model #SPE5036-36. Item #4:$5,560 5. Have a licensed contractor cut, break and remove and an area of basement concrete stem wall 33"x39" where the existing 36x18" basemen[ window is located. *An allowance of $1,615 has been added for this item. TOTAL ESTIMATED COST: Item #1, #3, #4, & #5: $33,960 Item #2: Time & Material Page 1—STANDARD TERMS 01591571-2 NOTES ON CONTRACT' ITEMS: 1)'Ibe cost to repair any additional damaged found during the course of apaiss is not included in this estimate. 2) The cost to paint or stain is not included in this estimate. 3) The cost of this estimate is good for ten business days. 4) The cost of plans, permits and any associated fees is not included in this estimate. 5) Material costs are subject to change due to the convent volatile lumber madket. Material costs to be re-evaluated prior to scheduling of project Brigham Construction to notify owner of any additional costs that may be incurred due to increase in lumber prices. DATE: BID PROPOSAL SUBMITTED BY: Chris Dickson BRIGI IAM CONSTRUCTION Page 2—STANDARD TERMS 01591571-2