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HomeMy WebLinkAboutMisc, May 6, 2013 Revised February 26, 2014 ES-2089.02 Earth Solutions NW LLC City of Renton Planning Division FEB' 2 6 2014 Avana Trails, LLC c/o American Classic Homes 9725 Southeast 36th Street, Suite 214 Mercer Island, Washington 98040 Attention: Subject: Mr. Justin Lagers Revised Coal Mine Hazard Traffic Loading Assessment Proposed Fieldbrook Residential Plat Southeast 172"d Street Renton, Washington LUA13-001109 FPUD Reference: Final Planned Urban Development Report & Decision Dated February 21, 2014 Earth Solutions NW, LLC Plan Review Letter ES-2089.02, dated May 6, 2014 Earth Solutions NW, LLC Geotechnical Engineering Study ES-2089, dated December 13, 2011 Dear Mr. Lagers: • Geotechnical Engineering • Construction Monitoring • Environmental Sciences In accordance with your request, Earth Solutions NW, LLC (ESNW) has prepared this revised letter providing additional pavement loading and recommendations for the subject project as it relates to the existing coal mine hazard and buffer area. We understand as part of the referenced final conditional approval (item #18), further analysis that pavement designs near the proposed trash collection area can withstan'd heavy traffic loading from commercial and emergency vehicles. We understand the trash enclosure area has been relocated out of the Coal Mine Hazard buffer area. 1805 -136th Place N.E., Suite 201 • Bellevue, WA 98005 • (425) 449-4704 • FAX (425) 449-4711 Avana Trails, LLC c/o American Classic Homes May 6, 2013 Revised February 26, 2014 ES-2089.02 Page2 In our opinion, the following pavement section recommendations will provide adequate support for occasional HS-20 traffic loading associated with trash collection and loading from commercial/emergency vehicles including, but not limited to, parking of fully-loaded emergency vehicles. The design recommendations were evaluated using a maximum gross vehicle weight of 50,000 pounds and outrigger pressure of 75 pounds per square inch {psi) for emergency vehicles. This section is also provided in the referenced geotechnical engineering study which requires the subgrade be proof-rolled using a loaded dump truck, which would mimic the weight imposed by loaded trash and emergency vehicle loads. In our opinion, the occasional heavy traffic loading and parking is considered transient and is not likely to cause subsidence with.in the existing coal mine hazard area. "The proposed parking/trash facility would be an appropriate use located within the hazard area". Heavy Pavements The performance of site pavements is largely related to the condition of the underlying subgrade. To provide adequate pavement performance, the subgrade should be in a firm and unyielding condition when subjected to proofrolling with a loaded three-axle (100,000 pound gross vehicle weight) dump truck. Structural fill in pavement areas should be compacted as recommended in the "Site Preparation and Earthwork" section of the referenced geotechnical engineering study. It is possible that soft, wet, or otherwise unsuitable subgrade areas may still exist after base grading activities. Areas of unsuitable or yielding subgrade conditions will require remedial measures such as overexcavation, placement of a geotextile and thicker crushed rock or structural fill sections prior to pavement. For relatively high volume, heavily loaded pavements subjected to moderate to high, loaded truck traffic, the following preliminary pavement sections can be considered: • Three inches of hot-mix asphalt (HMA) placed over six inches of crushed rock base (CRB), or; • Three inches of HMA placed over four and one half inches of asphalt treated base (ATB). The HMA, ATB and CRB materials should conform to WSDOT specifications. All soil base material should be compacted to at least 95 percent of the maximum dry density. Avana Trails, LLC c/o American Classic Homes May 6, 2013 Revised February 26, 2014 ES-2089.02 Page 3 We trust this letter meets your current needs. If you have any questions, or if additional information is required, please call. Sincerely, EARTH SOLUTIONS NW, LLC Kyle R. Campbell, P.E. Principal Earth Solutions NW, LLC WETLAND RESTORATION & CREATION Strengthening Our Community With Nature T ~ '"""i,.' I i ,_ ·--· -- 1, ,., ,! ' .. 1 ,I t• ~ , l r '·' ,, , -. l j ( 1 I \" I< I' I > ' ' ,. ' .. I• r. I) I~ .. /1 •,I ,, .. ,, .. .. .. " ... ... I ., \' /' .. ' '·-.- ( J i 1 ··~ .... I, .. ,. .. . .. J 't' ' ,, 't' .J I •l '/ .. .. ,, .. ,., . " ,1,,1 ' ,., I ., .. "' I •J •I : . .. ... ; ••J I 1 .., ,, I I ,) :.,i .~ ... -~ f 1r/lT F; f j .. 1_\: , ' ~ ti 'IID I ,·:_. ...... I .. ' .. Sewall Wetland Consultin Inc. PNW HOLDINGS LLC -FIELD BROOK COMMONS CITY OF RENTON Sewall Wetland Consulting, Inc. 27641 Covington Way SE, #2 Covington, WA 98042 MITIGATION PLAN 3-13-2014 NWS-2012-1281 Prepared For: PNW Holdings, LLC 9675 SE 361h Street Suite 105 Mercer Island, Washington 98040 Attn: Justin Lagers City .;,f Renton Plan11ing Division MAR 1 3 1014 ----1Rroou:@® e March 13, 2014 Job#ll-21 Planning Division ~[p[p~Q)~~[)) ~~'!!kk iJh--- Phone: 253-859-0515 Fax: 253-852-4732 r .. Sewall Wetland Consulting, Inc. 27611 Covingtrn Way SE #2 Covingtrn WA <:0042 PNW HOLDINGS LLC -FIELDBROOK COMMONS CITY OF RENTON 1.0 INTRODUCTION MITIGATION PLAN 3-13-2014 NWS-2012-1281 Phare 253-859-(615 Fax: 253-852-4732 This report describes the proposed wetland mitigation for the Fieldbrook Commons PUD project, located on the east side of Benson Road South, and north of Cedar Avenue South (SE I 72"d Street) in the City of Renton, Washington (the "site"). 2.0 PROPOSED PROJECT & MITIGATION SEQUENCING The purpose of the proposed project is to construct a multi-family apartment complex as the property has been zoned for, as well as planned for in the City of Renton Comprehensive plan. The need for apartment units within Renton is high and this project has been proposed to meet that need. The proposed project is the construction of a 161 PUD project with associated infrastructure. The location of Wetlands D, E and F result in most of the developable property on the site being encumbered by wetland or buffer. Since these wetlands, particularly Wetlands E and Fare of low value, and Wetland Dis small in size but because of its linear shape impacts the sites usable space so greatly, we are proposing filling these three wetlands. As a result, it is our intention to fill these wetlands and provide adequate mitigation for their lost functions by creating wetland on the eastern side of the site in and around Wetlands A, Band C. Impacts to wetlands must be justified through a mitigation sequence as detailed in City of Renton Code. Ideally we would be able to use the King County fee mitigation banking process as is preferred by the Corps and W ADOE. We are in agreement that using the fee-in-lieu mitigation option would be ideal and the easiest/fastest way to mitigate the proposed impacts. However, the City of Renton has refused to let us use this as a mitigation option as it moves the mitigation area outside the City limits and in their opinion is a net loss of critical areas to the City. It appears the City looks at the mitigation, and trail through the buffer as part of the "public benefit" aspect of this project. The construction of the mitigation onsite, as well as the placement of a trail through the buffer are being required by the City to allow us to construct this , ' " .. Fieldbrook/# 11-121 Sewall Wetland Consulting, Inc. March 13, 2014 Page 2 project. It is our opinion that the trail does increase the amount of human intrusion into the wetland, and would be best left off the plan. However, the City of Renton will not accept this and are forcing us to bring a trail through the buffer regardless of the logic. The next best option is on-site replacement of the wetland area and functions as proposed in our mitigation plan. The attached mitigation plan has been prepared with the recommended documents elements as requested by Suzanne Anderson of the US Army Corps of Engineers in previous comments. This plan is prepared in the exact same manner and with the same information as numerous mitigation plans we have submitted and had approved by the Corps for various Nationwide as well as Individual Permits. As requested the monitoring has been modified to include I Oyears of monitoring. ( c) Per the Federal Mitigation Rule, you must provide additional infonnation to document that a watershed approach to compensatory mitigation was used for the mitigation plan [33 CFR 332.3(c)]. A link to Wetland Mitigation Situ Using a Watershed Approach, Ecology Publication #09-06-032 is available from our wcbpage at www.nws.usace.army.mil, select "Regulatory Branch, Permit lnfonnation", then "Mitigation Resources", then "Mitigation Tools". We recommend that you demonstrate that the chosen mitigation site satisfies criteria in Charts 2 and 3 of the site selection guidance (i.e., identified as a site with potential and that is sustainable); and that it satisfies criteria in Charts 4 through 11 for the appropriate functions. Using Chart 2 from the Watershed approach which is an analysis utilized to pick a mitigation site is not really applicable, as the City of Renton is requiring we conduct the mitigation on the site where the impact is occurring. In addition, there is no other available mitigation sites within this drainage basin that is owned by either the City or the client for use as a mitigation receiving site. Therefore, mitigating on-site is the only feasible alternative given these constraints. In regards to Chart 3; Question 3A: Identify /1,e walersl,ed processes //,a/ have been alteretl willlin Ille llydrologic unit wllere Ille mitigation site is located. Human activities can cllange waterslled processes by changing water flows; introducing nutrients, pollutants, non-native species, and sediment; and by fragmenting habitats. Changes in these processes often create problems that can be improved through mitigation activities. To begin you need to identify the major landscape-scale problems (i.e., alterations lo processes, not structure) that exist in the hydrologic unit where your site is found This will help you identify which restoration or enhancement actions will be the most effective in that hydrologic uni/. Clleck the appropriate column in the following table to identify problems tllat might exist. The last column notes if the altered process has already been identified in an existing watershed plan as a problem that needs lo be addressed. . . .. Fieldbrook/# 11-121 Sewall Wetland Consulting, Inc. March 13, 2014 Page 3 The current flooding events within the Soos Creek drainage are generally not increasing due to the current use of modern storm water facilities within the basin. However, there still is some increase as there is more water getting to the basin faster in storm events. There is less eutrophication in rivers and streams in the basin primarily from removals of livestock and old septic systems. Water quality has been reduced in the basin to a degree. Some stream and bank erosion does occur within the basin. Habitat has become more fragmented as the area's population grows and more development occurs. Question 3B: Will the mitigution result in a wetland of the appropriate hydrogeomorphic (HGM) class for the landscape setting? Wetland mitigation sites are sustainable only if the type of wetland being proposed is appropriate for its position in the landscape. The HGM classification of wetlands is based on characteristics of water movement and position in a landscape. Therefore, it can be used to identify appropriate wetland types for d!fferenl locations in a hydrologic unit. Yes, we will be mitigating for depressional wetlands with a depressional wetland mitigation area. Question JC: Will the primary source of water to the mitigation site be appropriate for the HGMclass? Groundwater and direct precipitation will be the source of hydrology for the wetland mitigation site as was the source for the impacted wetlands. Hydro logic monitoring of the mitigation site has shown that surficial groundwater elevations in the mitigation area will sufficiently hydrate the creation area with soils saturated to the surface and some standing water in the growing season. Question 3D: Will the site have an adequate .rnpply of water to maintain a wetland without engineering the delivery of water that would require long term control or maintenance? The surficial groundwater monitoring and proposed grades should create a wetland area that will require no additional or artificial source of water to maintain its viability. It is thought that Wetland A which is located within the area of an old mine is discharging water from historic mining and as such there is an abundant supply of water in this area. Question 3E: Will the mitigation activities maintain hydric soils, if they exist, at the site? Removing hydric soils can decrease the potential for success of wetland restoration. Hydric soils often contain a seedbank of wetland plants that supplement any planting you may propose. .. Fieldbrook/#11-121 Sewall Wetland Consulting, Inc. March 13, 2014 Page4 Hydric soils from the filled wetlands will be mixed with topsoil and utilized in the newly created wetland maintaining viable seedbanks. Question 3F: Can the mitigation be designed lo control aggressive plant species? There is currently not a predominance of aggressive invasive or weedy species in the area of the proposed mitigation or the two wetlands that wi II be connected together with the creation. Standard invasive species control will be utilized in the mitigation area which has proven successful in other mitigation sites. Regarding the appropriate Charts 4-11; Cbar1 S: Coal-hnpro,ing HydJ:ology Functiom in Depre'5.'ii.onal Sy'items Outside of Floodplains ADDRESSING CONSTRAINT$ ''°' Piilli• a,,.,.. llil,,....ti~~-C ,..-11,~ &nalya slit ..a. connnlatl Mly be poui)l,t to fflJlflffl! hydJolotic furtt11on5, IUT plan flll.lfl dacrlbe how c.onitRinb st the "'"1,ape KM will M 1ddr-d. (lo to nexi qll9:Stillll) ISSUH TO IE/ADDRESSED IN PIAN pJI d:tctm toiht lev.i olt!M surtu.. oo IIOt .av. depfal*11 lhstanc.ilannllwaw. (lo to Mitt quenioft) fqulpffitnt uMcl to -011 ...i, to hi-.. , cround pquur, ef lflJ ~ lll>l/tqUIR k,ch to avoid soil ccmpr11Sslon. (ptoMitquation) .. Fieldbrook/# 11-121 Sewall Wetland Consulting. Inc. March 13, 2014 Page 5 Chart 7: Coal -Improl'ing "'ater Quality (WQ) Functions in Depressional Systems Outside of Floodplains 1.ANDSCAPE CONSTIWNTS Chnrt 10: Goa) -lmpro\ina: Spttie'i Richnti~s of Wildlife lSSUts,TO IE ADDR!SHD 1H pli,J ,U:'!'ll:Z::Z:·c•!!l¥2:,Z·~ lltO'ttst w ilffactlvmffl of ,o11 ln remlJ'MI pollutlnu by llld:tll oq:anic ftllffldrMnU. lio to next autstionl ~la pondifll wfl impact th• d1su111ut1on or p1anu ,, w m,. (IOtoncxt q11as1lon! ISSUES TO H AD0IIES$fD IH@ contfOl tA IQ!lulw't tpteitJ wil -d u, ..... ~ tftl(IIQ - ltelkda, .;_.,, dittf. .. llldllltc. (PIOIIPI~-.,_) Chart 11: Goal -ImprO'\;ng Spedes Richness of Planh LANDSCAP( CONSTIWNT$f ADORUSING CONSTRAINTS This sequencing requires addressing the following criteria; a. Avoid any disturbances to the wetland or buffer; Fieldbrook/# 11-121 Sewall Wetland Consulting, Inc. March 13, 2014 Page6 M-r N posslW. to Improve plant rictlntU. AnllyU co,utnlnU II Sitt Jalt, tuT plait m1,1st dtsalbt bow constrlintJ It tf'lt lllllbca,-WIie wfl bt tddrwitd. (IO IOM.d quHtion) ISSUES TO B[IADDJIESUD rN PUN Acct~ ~,._.iUll '-"'-1illr' .,.,Ach •Id\ I i.., Ollltrilnt -"1 lrca !he ..a: ... ,,...;"l•IMI,.......... ,_... a .. .-y V-1w Hlunl'f'G~...., ...... ,,u....ila. IP•-<11.._..,l e.-1 .,~ JJ'IHNI ... ~ .... ~ I m,,,iloN1lo,, ofDnic:11-orNfftlll ,. ... -i.atoiciHl.-"'f. llliltJ. ~ ......... °"" .. -.tu.~ ,peou •'-111 k cw,nlfscf ~ .... "' .. n,t,, •~-n:..1l1,-le1~n" ~ 'llitll th 11ves1lw JPUlu. 1P•ncc1.......,.1 I b ,1,,_t ""IH'Alble to pn,c:!ict ........ Ida wcusS:.,,al1,eclad111~1n1.i.. Vae I Ind"''" r.ti. 1 hip 1,ec'tJ ridMMl:I: Nnackutit.._,..,.,nthfflt, u.. ~I llfl<tM111ly Na~ SlaCRSS*lll fl'K"'ls. b• -~..-..i IPffCll P*lld N ,,,,.-4..,1y,,-....... ,,,._ ~-11e .. --- The site contains three small wetlands which the developer proposes to fill and mitigate for through the creation of a new wetland area and enhanced buffer areas for the existing and remaining wetlands A, B & C in the eastern third of the site. Wetland F located on the western side of the site is Category llI wetland measuring l 595sf. Due to the requirement to provide a secondary fire access directly out to I 08 1h Ave S.E. the developer is unable to avoid direct impact to this wetland. Wetland E, located in the center of the site and adjacent to S.E. l 72"d St. measures 68sf and is rated as a Category IV wetland. Due to the requirement to dedicate and construct the other half of the S.E. 172nd St. ROW the developer is unable to avoid direct impacts to this wetland. Wetland D is located generally in the center of the project and is rated as a Category Ill wetland measuring 7671 sf. b. Minimize any wetland or buffer impacts; The developer previously attempted to plan roadways and improvements around Wetland D, however the location and shape of the wetland impacted the vehicular circulation and .. Fieldbrook/# 11-121 Sewall Wetland Consulting, Inc. March 13, 2014 Page 7 building locations to such an extent that the project would not be financially feasible to construct. c. Restore any wetlands or buffer impacted or lost temporarily; and Restoration of Wetland Din this location would not be feasible due to the location of the impacts and configuartion of the parcel and remaining wetland. d. Compensate for any permanent wetland or buffer impacts by one of the following methods: i. Restoring a former wetland and provide buffers at a site once exhibiting wetland characteristics to compensate for wetlands lost; This is not applicable to this site as no historic wetlands are located on the property. ii. Creating new wetlands and buffers for those lost; and A total of9,334sfofwetland will be filled. US Army Corps of Engineers Required Mitigation Using the recommended ratios from Table 1 a, of the WA DOE Publication Wetland Miligalion in Washington State Part 1, (WADOE March 2006 Pub. #06-06-01 la) Table 1 Wetland Size Category Vegetation Ratio Required Type Wetland Creation D 767lsf Ill Forested 2:1 15342sf E 68sf IV scrub-shrub 1.5:1 102sf F l 595sf Ill scrub-shrub 2:1 3190sf Total 9,334sf 18,634sf As described above, based upon the required USA COE and W ADOE ratio, a total of l 8,634sf of wetland is required to be created. Fieldbrook/#11-121 Sewall Wetland Consulting, Inc. March 13, 2014 Page 8 The proposed mitigation will create 25,430sf of wetland, which exceeds the required USA COE ratios by 6, 796sf. The extra wetland being created over the W ADOE recommended ratios is a result of the City of Renton having a higher mitigation ratio requirement than the Corps. As seen in Table 2 below, using the three main functions from the W ADOE Rating System recognized by the Corps, a substantial functional lift will be attained from the connection of Wetlands A and C with 25,430sfofadditional wetland over the existing functions of the proposed fill wetlands. T bl 2 F a e unctiona IC omnarison o f" 1mnact wetlands an d nronosed m1h ation Wetland Area Flood Species Water Hydrologic Habitat Storage Richness Qual. Function Function canacitv Function Category Wetland D 767Jsf 3800cuft 5 soecies l2vts Sots 13ots Ill Wetland E 68.ef 34cuft 2 snecies llnts 4ots IOots IV WetlandF l595sf 500cuft 5 svecies 20ots Svts llots Ill Prooosed 25430sf 7600cuft 15 snecies 24nts 20nts 21 pts II Functional +16096sf +3266cuft +8species* +9pts +12pts avg +9pts +1 I Liff av" av" *only 7 different species were found (excluding exotic/invasives) in Wetlands D, E &F The newly created wetland will connect to existing Category lil wetlands (Wetlands A and C) and provide enough lift that this wetland will now be considered a Category II wetland under the W ADOE rating system. This is a substantial lift in function, surface water storage and species richness over the fill of Wetlands D, E & F, which are generally low value Category Ill and IV wetlands. Hydrologic monitoring of mitigation site and general construction overview To compensate for the impact to 9,334sf of Category Ill & IV wetland, we will create 25,430sf of wetland between Wetlands A and C. This results in an overall wetland mitigation ratio of2.72:l (createdwetland:impactedwetland). This mitigation will create Category II wetland for a combination of Category Ill and IV wetland impacts. As depicted on the attached Final Mitigation Plan, 25,430sf of area will be excavated out to a similar depth to the existing wetland in two areas to intercept the surficial groundwater table and create conditions favorable to create wetland hydrology. A series of 6 monitoring pits/wells were located within the proposed wetland mitigation area. These were monitored with weekly site visits from April of 2012-August 2012 as well as March and early April of 2013. At each of these points soil saturation and water table levels were measured to determine what surficial groundwater elevations are, to facilitate designing grades for the new wetland creation area. What we found was that within the proposed creation area, groundwater levels in the early growing season area Cate.,orv .. --------------------- Fieldbrook/#11-121 Sewall Wetland Consulting, Inc. March 13, 2014 Page 9 between 14" -30" below the existing surface (see table below). It is assumed in the very early growing season (February and March) the groundwater elevations are shallower than the measurements we took, meaning the groundwater elevations are closer to the soil surface. As shown on the attached Final Mitigation Plan Sheets WI-W3, we utilized these existing groundwater contours to create the new grades for our mitigation site. As can be seen by the grades and associated cross-sections, the grades will remove soil down to the existing groundwater elevations to create wetland areas with soils saturated to the surface for the early growing seasons, to also include flat areas that will hold some shallow I" -3" of surface water to provide a variety of wetland hydro logic regimes from saturated, to seasonally flooded. The fact that the excavation is being brought to the higher levels of groundwater within the growing season, and will not cut into the surficial groundwater table, should alleviate the concern of intercepting and draining off this water. All we are doing is removing the surface soil above the existing sloping groundwater table to make those saturated soils closer to the surface. Soil disturbance of the groundwater retaining portion of the soil column will not occur. Although creation of a slope type wetland is not the most conventional or common mitigation method, it is a feasible method of wetland creation when conditions warrant its use. Our company has been involved in two larger wetland creations using this type of concept, most recently a 3 acre wetland creation with over IO' of vertical drop across the landscape in sloping of the creation area (see Snohomish County Parks Centennial Trail II mitigation plan reviewed and approved by Jonathan Smith of the Corps). By using the same method of removing soil down to the level of the highest groundwater elevations as is proposed in the Fieldbrook project, we successfully created a 3 acre sloping wetland in the previously described project. Table 3. Groundwater elevations below surface o 'hvdrolo, v monitorin!l points 2012 Monitor DATE point& elev. 4/13 4/27 5/11 5/24 617 6/28 7/12 A417.5' -15 -14 -15 -20 -26 drv drv B418' -17 -16 -16 -22 -27 drv drv C417' -20 -18 -17 -20 -25 drv dry 0416.5' -14 -14 -14 · 16 -20 drv drv E4 I 8.5' -27 -26 -24 -30 -36 drv dry F418' -21 -22 -20 -28 -36 drv drv Note: All elevations indicate the elevation oft he saturated capillary fringe of soil saturation observed in hydrology monitoring points. 8/12 drv dry drv drv drv drv Table 4. Groundwater elevations below surface o Monitor DATE point& elev. 3/15 3/29 4/9 A417.5' -12 -10 -15 8418' -15 -15 -14 C417' -17 -16 -18 D416.5' -10 -11 -13 E418.5' -23 -20 -23 F418' -18 -19 -20 Fieldbrook/#11-121 Sewall Wetland Consulting, Inc. March 13, 2014 Page IO • hvdrolm "monitoring points 2013 Note: All elevations indicate the elevation of the saturated capillary fringe of soil saturation observed in hydrology monitoring points. r'' / .·.·.·.·.·.·.·.·.·.·. / // .. :::::::::,)·i:::::::.::1=-~·._;:=.~~ .·: :: : ( \)/ :,:<: ~): ~ :: .. • • • . • • .• •<. .• • . • •••• . . . ·-........ '• ... ,· .. •'. .. • • -·· . • • ". • • • f• ••.••• \ ( 418 417 416 415 414 413 A - w \ I , .... I l'rop<ftd """r;ad, w Fieldbrook/#11-121 Sewall Wetland Consulting, Inc. C March 13, 2014 Page II --•Approximata grou.ndwata elw11tion Eristu,g IU,foa 419A~~~-..:.;W~~~~:S.~~~~~~~~~--=;B ili.~1 ~~--"t~~~,,,.,c:..<·e:.21:.____~"~~~~~~'~~I 418 417 416 415 414 413 412 411 A w ., Pr-rtao ffath \ -......... D J "\ -7 -..: ' "\ ' "\ ,, - A small berm will be placed between the wetland creation area and Wetland B. This will prevent (in the unlikely case of surface water overtopping the edge of the wetland) the wetland creation area between Wetlands A and C from draining into Wetland B. Hydrologic monitoring will be conducted using peizometers in the proposed mitigation area through the winter and spring to verify groundwater elevations. This area will then be graded back at a slope no steeper than 3: l (horizontal :vertical). The area will then be planted with a mix of native trees, shrubs and herbaceous species and will also include several habitat features (logs and snags) to increase its habitat function. As depicted on the attached Field brook Commons Mitigation & Grading Plan ( dated 9- 23-13), a split rail fence will be placed at the edge of the wetland buffer. There are no living spaces or recreational space next to the wetland or its buffer limiting use of this area. However, the City of Renton is requiring that the applicant provide a trail through the wetland buffer as depicted on the plan. We have moved this trail to the north, splitting the buffer area between the wetland creation area and Wetland B to the north to maximize distance of the trail from the wetland as best possible. Signage and a split rail fence along the trail indicates the character of the critical area and will discourage intrusion into the wetland or buffer. All lighting will be located outside the wetland and buffer. All lighting in the developed portion of the site will be directed away from the wetland and its associated buffer. Fieldbrook/# 11-12 l Sewall Wetland Consulting, Inc. March 13, 2014 Page 12 The goal will be to create at least 25,430sf of area meeting all three wetland criteria (hydric soils, hydrophytic vegetation, and wetland hydrology) as specified in the Washington State Wetlands Identification Manual (W ADOE, March 1997) and the Western Mountains, Valleys and Coast region Supplement (Version 2.0) dated June 24, 2010. All disturbed buffer areas will be restored with a dense planting of native trees and shrubs. The resulting wetland creation area will be monitored for IO years. The creation area will be delineated at Years 5 and IO to determine if 25,430sf of area meeting wetland criteria has been created. If there is not at least 25,430sfofwetland created, the shortage will be made up with either; I. Fixing any small grading or hydrology issue which may be impacting the overall size of the creation area, or; 2. Purchase of mitigation credits from the King County Fee program or other similar program at that time. Site Protection Instrument The entire mitigation site as well as the buffer and undisturbed wetlands will be placed within a Native Growth Protection Easement (NOPE) and recorded on title prior to occupancy of the project. Long Term Maintenance The mitigation area will be monitored and maintained over the IO year monitoring period. This will include trash removal, weed and invasive species removal, repair of fencing and signage. After the required IO years maintenance and monitoring period, the facility operating manual will include a description of the NOPE are and what type of maintenance can and should occur within this area. Management of the facility will be responsible for this work following the IO year monitoring and maintenance period. • fieldbrook/#11-121 Sewall Wetland Consulting, Inc. PROPOSED MITIGATION 1.0 MITIGATION PROJECT OVERVIEW March 13, 2014 Page 13 To compensate for the fill of a 9,334sf Category III & IV wetlands, it is proposed to create 25,430sfofwetland between Wetlands A and C. Wetlands to be filled include Wetland D (7,671 sf Category III wetland), Wetland E ( 68sf Category IV wetland) & Wetland F (1,595sf category III wetland). 2.0 MITIGATION GOALS 2.1 Mitigation Goals The mitigation proposal is to connect Wetlands A and C with an area of25,430sfof wetland. The wetland creation areas will be densely planted with native vegetation. The use of diverse native plantings are expected to significantly improve the overall function of the wetland and buffer as it will remove dense thickets of exotic blackberry as well as add emergent and shrub plant communities into what is now, a single class forested wetland. 2.2 Mitigation Goals 2.2.1 Create 25,430sf of emergent, scrub shrub and forested wetland. 3.0 CONSTRUCTION SEQUENCE The construction sequence of this project will be implemented as follows: 3. I Pre-construction meeting 3'.2 Construction staking 3.3 Construction fencing and erosion control 3.4 Clearing and grading 3.5 Stabilization of mitigation area 3.6 Plant material installation 3. 7 Construction inspection 3.8 Agency approval 3.9 IO year Monitoring inspection and reporting 3.10 Silt fence removal 3.11 Project completion 3.1 Pre-construction Meeting A pre-construction meeting will be held on-site prior to commencement of construction, to include the biologist, the City, and the contractor. The approved plans and specifications will be reviewed to ensure that all parties involved understand the intent of the construction documents, specifications, site environmental constraints, sequences, and inspection requirements. 3.2 Construction Staking Fieldbrook/# 11-121 Sewall Wetland Consulting, Inc. March 13, 2014 Page 14 The limits of clearing and grading near the critical areas will be marked in the field by a licensed professional land surveyor prior to commencement of construction activities. 3.3 Construction Fencing & Erosion Control All erosion control measures adjacent to the critical areas, including silt fencing and orange construction fencing, will be installed. Erosion control fencing will remain around the mitigation area until clearing, grading and mulch placement are complete in upland areas outside the critical areas. 3.4 Clearing & Grading Clearing and grading in and near the existing sensitive area will be per the approved Final Mitigation Plans. 3.5 Stabilization of Mitigation Area All graded areas in the wetland or buffer will be stabilized with mulch upon completion of grading. Orange construction fencing and erosion control fences will be restored (if necessary) and placed around the critical areas. 3.6 Plant Material Installation All plant material will be planted by hand per detail and Construction and Planting Notes. The Mitigation Plan specifies the required size, species, quantity, and location of plant materials to be installed. The contractor will mulch areas disturbed during the planting process. Upon completion of the planting, the erosion control fencing will be restored and repaired. Plant substitutions or modifications to locations shall be approved in writing by the Owner's biologist prior to installation. 3. 7 Construction Inspection Upon completion of installation, the biologist will conduct an inspection to confirm proper implementation of the Mitigation Plan. Any corrections, substitutions or missing items will be identified in a "punch list" for the landscape contractor. Items of particular importance will be soils in pits, pit size, plant species, plant size, mulch around pits, and tree staking. Upon completion of planting, if installation or materials vary significantly from the Mitigation Plan, the contractor will submit a reproducible "as-built" drawing to the Owner. The As-built and installation sign-off report will be submitted to the Corps at that time. 3.8 Agency Approval Following acceptance of the installation by the City, the City biologist should prepare a letter granting approval of the installation. 3.9 Monitoring Fieldbrook/#11-121 Sewall Wetland Consulting, Inc. March 13, 2014 Page 15 The site (wetland creation, buffer enhancement, buffer restoration and areas of temporary disturbance) will be monitored for IO years to insure the success of the mitigation project. If additional years of monitoring are required by the Corps, the plan will be revised to reflect this change. Any areas of temporary impacts that require restoration will be also monitored for the full IO year monitoring period. 3.10 Silt Fence Removal Erosion control fencing adjacent to the mitigation area will remain in place for at least one year, and/or until all areas adjacent to the mitigation area have been stabilized. The City's Biologist may recommend that the fencing remain in place for a longer duration. 4.0 CONSTRUCTION AND PLANTING NOTES 4. 1 Site Preparation & Grading 4.1.1 The Landscape Contractor will approve existing conditions of subgrade prior to initiation of any mitigation installation work. The Landscape Contractor will inform the Owner of any discrepancies between the approved construction document and existing conditions. 4.1.2 The General Contractor will flag the limits of clearing with orange construction fencing and will observe these limits during construction. No natural features or vegetation will be disturbed beyond the designated "limits of clearing". 4.1.3 The Landscape Contractor will hand grub all non-native invasive plant species including the removal of root crowns. These species may include, but are not limited to Himalayan blackberry, evergreen blackberry, English ivy, and English holly. Weed debris will be disposed of off-site. 4.1.4 The wetland area will be excavated to the depths shown on the Final Mitigation Grading Plan and brought to final grade with 8" of topsoil. The biologist will be on-site to confirm the grading is acceptable for planting. A total of 4" -6" of compost will be incorporated into the upper 12" of all graded areas in the wetland creation area. 4.2 Plant Materials 4.2.1 All plant materials will be as specified in the plant schedule. Only vigorous plants free of defects, diseases and infestation are acceptable for installation. 4.2.2 All plant materials will conform to the standards and size requirements of ANSI Z60. I "American Standard for Nursery Stock". All plant materials will be native to the northwest, and preferably the Puget Sound Region. Plant materials will be propagated • Fieldbrook/#11-121 Sewall Wetland Consulting, Inc. March 13, 2014 Page 16 from native stock; no cultivars or horticultural varieties will be allowed. All plant materials wi II be grown from nursery stock unless otherwise approved. 4.2.3 No balled and burlapped, or bare root plantings will be used. Only container stock to be used. 4.2.4 All plant materials stored on-site longer than two (2) weeks will be organized in rows and maintained by the contractor at no additional cost to the owner. Plant materials temporarily stored will be subject to inspection and approval prior to installation. 4.2.5 Substitution requests must be submitted in writing to the Owner and approved by the Owner's biologist in writing prior to delivery to site. 4.2.6 All plant materials will be dug, packed, transported and handled with care to ensure protection from injury. All plant materials to be stored on site more than 24 hours will be heeled into topsoil or sawdust. Precautionary measures shall be taken to ensure plant materials do not dry out before planting. Wetland plants will be shaded and saturated until time of installation. Immediately after installation the mitigation planting area will be saturated to avoid capillary stress. 4.2.7 The contractor will verify all plant materials, the quantities shown on the planting plan, and the plant schedule. The quantity of plant materials shown on the plan takes precedent over the quantity on the plant list. 4.3 Plant Installation 4.3.1 All plant materials must be inspected prior to installation to verify conformance of the materials with the plant schedule including size, quality and quantity. Any plant or habitat materials deemed unsatisfactory will be rejected. 4.3.2 All plant materials delivered and accepted should be planted immediately as depicted on the mitigation plan. Plant materials not planted within 24 hours will be heeled-in. Plant materials stored under temporary conditions will be the sole responsibility of the contractor. Plants will be protected at all times to prevent the root ball from drying out before, during, or after planting. 4.3.3 All planting pits will be circular with vertical sides, and will be sized per detail on the mitigation plan and filled with pit soils approved by the Owner's biologist. Planting pits shall not be deeper than the root ball. If native soils are determined to be unacceptable by the Owner's biologist, pit soils will be amended with Cedar Grove mulch or equivalent. 4.3.4 No fertilizers will be used within the wetland. In buffer areas only, install "Agriform", or equal plant fertilizer to all planting pits as specified by manufacturer. .. Fieldbrook/#11-121 Sewall Wetland Consulting, Inc. March 13, 2014 Page 17 Fertilizers are allowed only below grade in the planting pits in the buffer areas. No sewage sludge fertilizer ("SteerCo" or "Growco") is allowed in the mitigation area. 4.3.5 All containerized plant materials will be removed from their containers carefully to prevent damage to the plant and its roots. Plants removed from their containers will be planted immediately. 4.3.6 All plant materials will be placed as shown on the approved mitigation plan. If the final installation varies from the approved mitigation plan, the contractor will provide a reproducible mylar as-built of the installed conditions. All plant material will be flagged by the contractor. 4.4 Planting Schedule and Warranty 4.4. I A fall-winter installation schedule (October I st -March I 5th ) is preferred for lower mortality rates of new plantings. If plant installation occurs during the spring or summer (March I 5th -Oct. I st) a temporary irrigation system will be required, unless the area can be sufficiently hand-watered. 4.4.2 All disturbed areas will be protected with an arborists mulch to a minimum depth of six inches. 4.4.3 The installer will warrant all plant materials to remain healthy and alive for a period of one year after final acceptance. The installer will replace all dead or unhealthy plant materials per the approved plans and specifications. 4.5 Site Conditions 4.5.1 The installer will coordinate with the Owner and the Owner's biologist for construction scheduling. 4.5.2 Landscape installation will begin after the City acceptance of grading and construction. The Owner will notify the Owner's biologist of acceptance of final grading. 4.5.3 Silt fences will be installed as shown on the approved mitigation grading plans. The installer is responsible for repair and replacement of silt fences disturbed during plant installation. No equipment or soils will be stored inside the silt fences. 4.5.4 After clearing and grading is complete in the mitigation area, exposed soils will be seeded or mulched. Orange construction fence will be placed around the mitigation area to prohibit equipment and personnel in the mitigation area. Fieldbrook/# 11-121 Sewall Wetland Consulting, Inc. March 13, 2014 Page 18 4.5.5 Final grading will be based upon soil conditions found during excavation of the mitigation area. 4.5.6 All plant material will be planted with suitable soils per planting details. Soils from planting holes will be spread and smoothed across the mitigation area. 5.0 MAINTENANCE PROGRAM This maintenance program outlines the program, procedures and goals for mitigation of the stream and buffer impacts at the mitigation site. This maintenance program will be the responsibility of the project owner through the duration of its ownership of the mitigation area, or throughout the duration of the monitoring period, whichever is longer. The maintenance contractor will complete the work as outlined below. 5.1 Maintenance Work Scope 5.1.1 To accomplish the mitigation goals, normal landscaping methods must be modified to include: a.No mowing or trimming of ground cover or vegetation in the mitigation area. b. No placement of fertilizers in the mitigation area. c. No placement of bark mulch or equivalent in the mitigation area, except as noted in the planting details. d. No placement of grass clippings, landscape debris, fill or ornamental plant materials in the mitigation area. 5.1.2 Work to be included in each site visit: a. Remove all litter including paper, plastic, bottles, construction debris, yard debris, etc. b. Remove all non-native and invasive species identified in Table 3-1 of Sheet W-3 of the Final Mitigation Plan within the mitigation area. All debris is to be removed from site and disposed in an approved landfill. c. Repair silt and/or permanent fencing and signage as needed. 5.1.3 Work to be completed on an annual basis includes: a. Areas containing non-native/invasive species identified in Table 3-1 of Sheet W-3 of the Final Mitigation Plan should be controlled by hand cutting and removing the root crowns for species such as Himalayan blackberry. Following hand removal, treating re-sprouting invasive/non-native species with a glyphosphate herbicide such as Roundup or Rodeo by a licensed applicator can be utilized. b. Replace dead or failed plant materials. Replacement plantings are to be of same species, size and location as original plantings. Plantings are to be installed during the dormant period. ... . ,,., 5.2 Maintenance Schedule Fieldbrook/# 11-121 Sewall Wetland Consulting, Inc. March 13, 2014 Page 19 The Owner will conduct all items listed in the Maintenance Work Scope on an annual basis. Additional work may be required per the Monitoring Report and as approved by the Corps. Additional work may include removal of the grasses around each shrub and tree, installation of wood chips at each shrub and tree base and erosion control protection. 5.3 Watering Requirements 5.3.1 Watering with a temporary irrigation system will be required during the first spring and summer after the installation. The temporary irrigation system may be removed after the first year providing the plantings are established and acclimated to on- site conditions. 5.4 Close-out of Ten-Year Monitoring Program Upon completion of the monitoring program and acceptance of the wetland mitigation by the Corps, the maintenance of the project will be reduced to include removal oflitter and debris, repair of perimeter fencing and signage, removal of noxious weeds and undesirable vegetation, and repair of vandalized areas. 6.0 WETLAND AND BUFFER 10 YEAR MONITORING PROGRAM 6.1 Sampling Methodology The created wetlands and their associated enhanced and restored buffers as well as areas of temporary disturbance will be monitored once per year over a ten-year period, starting with the first year after the plants have been installed, and as required by the Corps. Monitoring will be conducted using the techniques and procedures described below to quantify the survival and relative health and growth of plant material. A monitoring report submitted following each monitoring visit will describe and quantify the status of the mitigation at that time. Vegetation monitoring will be conducted in August or September during monitoring years. Year l monitoring will occur at least one calendar year after installation sign-off. 6.1. l Hydrology Wetland hydrology will be monitored using seven (7) piezometers per USACOE specifications. These will be located within the restoration area to be placed at the time of the installation sign-off by the biologist. Surface water level or ground water saturation depths will be measured at these stations to determine if wetland hydrology has been successfully attained. As is noted in the Corps of Engineers Wetlands Delineation ·• Fieldbrook/#11-121 Sewall Wetland Consulting, Inc. March 13, 2014 Page 20 Manual (Environmental Laboratory, 1987) and the Western Mountains, Valleys and Coast region Supplement (Version 2.0) dated June 24, 2010, wetland hydrology is defined as inundation or soil saturation (usually within 12" of the surface) during the growing season. The growing season for this area is generally defined as the period between the middle of March and the middle of November. However, plant growth often occurs earlier in the year and sound professional judgment will be needed to determine when the growing season is taking place at the site. Hydrology will be monitored twice a month from March I st through May 30th of each year. Wetland hydrology will be considered successfully created if wetland hydrology is observed inundating or saturating the soil within 12 inches of the surface during the growing season 6.1.2 Vegetation The vegetation monitoring consists of inspection of the planted material in late summer or early fall (August-September) to determine the health and vigor of the installation, as well as coverage estimates. All the planted material in the wetland and buffer will be inspected during each monitoring visit to determine the level of survival of the installation. All plants will be inspected and recorded as to whether they are alive or dead based upon the "as-built" in Years I & 2. In Years 3-5, coverage estimates will be used to determine success of the vegetation component. A total of27 permanent 3.0m rectangular monitoring plots will be located within the mitigation area as depicted on Sheet W-3 to monitor shrub and tree species coverages. Within each of these 3.0m plots, the emergent plant community coverage of vegetation will be measured with 0.25m rectangular plots. Estimates of coverage percentages will be made within these plots. Photographs of the mitigation area will be taken from 6 photo points to be located during the installation sign off as well as at each permanent monitoring plot. Photographs will be taken at each of the monitoring and included with the monitoring report for each year from these points. During years I & 2 of the monitoring, replacement plants as well as dead plants will be flagged with distinctive flagging to distinguish what plants these are. Fieldbrook/#11-121 Sewall Wetland Consulting, Inc. March 13, 2014 Page 21 6.2 STANDARDS OF SUCCESS TABLE 3-1: PERFORMANCE STANDARDS ""' YEARS TO 8l MONrrottED PlRFORMANCE ST ANDAAD WETLAND HYDROLOGY YCAR.S 1, 2, J, 4, 5, 7 ANO 10 soru WITHIN CRCATtO WCT1ANDAACAS SHALL BE SATURAT[O TOTH[ SuRrACE, HAVE SHAllOW ICREATEDWUlANOANO GROUNDWATER ,RCSCNT WITHIN U INCHES OF THE SOtLSURfAC[, AND/011. HAVE SURFAC! l'ONOlNG WETI.ANDA/WETlANO C) PRESENT FOR AT LEAST FOUR (4) COttSECUTIVE Wf.EKS DURING THE <iWWING SEASON WHEN IWNFAI.L ts LESS THAN Oil EQUAL TO THE MEAN FOR THE PERIOD OF AVAlv.at.E RECORD. WETIANO OE'UNEATION YEARS 5 ANO 10 PERFORM DEUNEATION OF W£Tl.ANO A, WETLAND C, AND WETLAND CREATION AREA TO DETERMINE IF WliETHER W£Tl.ANO A AND WEnAND CAA£ AFF[CT[O 8YntE WETLAND CREATION, P£RRIRMANCE STAN OMO lS SATISflED IF THE Rf IS NO CHANGE 10 WETlAND LIMITS. NATIV£VEGETATION YEARS 1, 2. S. 4, 5, 7 ANO 10 TREE ANO SHII.UB Sl'tOES {CREATED WETI.AND/ no OCCUR IN AUGUST OR . 165,i, SU1W1vAL iY INST.w.Eo Pl.ANT STOO:: AFTtR THE FtRST GROWING SEASON . ENHANCED wm.ANO BUfRR) SEPTEMBD &£GINNING ONE . '°" SURVIVAi. BY INST AU ED PlANT STOCIC AFTER THE SECOND GROWING SEASON . YUR FOLLOWING lNrTIAt . lNHANaO BUfftR PLANTING AREAS: MUrllMUM PERCENT COVl'R BY TREE SAND SHRUBS: YfAR J: PLANT INifAU.ATION.} J°"; VEAi! 5: 45"; YEM 7: 65"; YEAR 10: I°"-UP TO 2°" OF TH£ NATIVE WOODY PlANT SPECIES COVERAGE MAY 8£ COMPRISED OF OESIRABlE NATIVE COtON!ZlNG SPECIES. . AFTER THE flFTHGROWING SEMON, A MINIMUM Of FOUR DIFFERENT PLANTSl'EOES WIU COMPRISE ~EATER THAN J°" COVERAGE. . QU.nD WEnAN0 PlANTIHG ARW: MINIMUM PERCENT COVER 1Y TllfESANO SHAU BS: Y£AR J; JO"'; YEARS: 60K; YEAR 7: '°"; YU.A 10; 90%. UP TO 20'I, OF nu: NATIVE WOODY Pl.ANTSPEOES COVERAGE MAY I[ COMPRISfOOF OESUWILE NATIVE COI.ONIZING SPEOES. . AFT(Jl THE Amt GIU>WINO SEASON, A MINIMUM OF FOUR OlffEJtENf PLANT Sl'EOES WIU COMPRISE GREATlll THAN lOW. COVEAAOE. EMERGENT Sl'ECIES . 251 MltlQ COVERAGE 8'( INST4U.EO PLANT srooc AFTER THE FIRST GROW1NGSEAS0N . . 10.AVEAAGE COVERAGE IY INSTAW.D PLANT STOCK AFTER THE STH ANO 7TH GROWWG SEASON • . 9°"AVE~E COVERAGE BY NATIVE EMERGENT PI.AHT Sl'EOESAFTER THE TENTH GROWING SEASON • . AFTER THE FffTH GllOWINO SEASON, A MINIMUM OF THRfE DIFFERENT Pl.ANT SP[ClES Will COMPfUSE ~TIR THAN J°" COVEIIAGL NATIV( VEGETATION YCAAS 1, 2. J, 4. 5, 7 ANO 10 . 100. SURVIVALIY INSTAUED Pl.ANT STOCK AFTER THE FIRST GROWING SEASON . {RESTORED WETIAND SUFfER (TO OCCUfl IN AUGUST CA . IOtl, SURVIVAL BY INSTALLED PLANT STOCK AFTER THE THIRD GflOWING S£AS0N • AHO AREAS Of TEMPORARY SEPTEMIJER BEGINNING ONE . MINIMUM PERCENT COVER BY rans ANO SlillUBS: YEAR. 3: JW; YEAR s:•5"' YEAR 7: 6~; YEAR 10: DISTUR&ANC!) VEAR FOUOWING INrTIAl 1\1%. UP TO 2°" OF THE NATM WOODY PlANT SPEOES COVlRAGE MAY IE COMPRlSEO OF PLANT INSTAUATION.I DESIRAILE NATIVE COLONIZING S,[OfS. . Aff£R THE nfTH CiROWINCi SlASON, A MINIMUM OF FOUR OIFFERfNf PLANT SPEOES WILL COMPRISE GltU.TER THAN 109lCOVERAGE. USS THAN 10K COVERAGE IY All CLASS "A", "I", ANO "C" NOXIOUS WEEDS llNO.UOING NON-REGULATED NOXIOUS WEEO SPECIES YURS 1,2,J, 4, 5, 7,ANO 10 "&" ANO "C" NOXIOUS WEEDS) IOENTIFIEO ON THf LATEST ICING COUNTY NOXIOUS WEED UST. NOXIOUS WEED CONU,Ol n'.RFOflMANCt STANOAJIDS AAE UMITTD TO PLANTED ARE.AS ONLY. 7.0 CONTINGENCY PLAN 7.1 A contingency plan can be implemented if necessary. Contingency plans can include re-grading, additional plant installation, erosion control, modifications to hydrology, and plant substitutions including type, size, and location. 7.2 Careful attention to maintenance is essential in ensuring that problems do not arise. Should any of the site fail to meet the success criteria, a contingency plan will be developed and implemented with the City approval. Such plans are prepared on a case- by-case basis to reflect the failed mitigation characteristics. ... ,, Fieldbrook/#11-121 Sewall Wetland Consulting, Inc. March 13, 2014 Page 22 7.3 Contingency/maintenance activities will include, but are not limited to: -Replacing all plants lost to vandalism, drought, or disease, as necessary. -Replacing any plant species with a 20 percent or greater mortality rate with the same species or similar species approved by the City Biologist. -Irrigating the mitigation area only as necessary during dry weather if plants appear to be too dry, with a minimal quantity of water. -Reseeding wetland and buffer areas with an approved grass mixture as necessary if erosion/sedimentation occurs. -Removing all trash or undesirable debris from the wetland and buffer areas as necessary. If you have any questions regarding this report, please call us at (253) 859-0515 or at esewall@sewallwc.com . Sincerely, Sewall Wetland Consulting, Inc. Ed Sewall Senior Wetlands Ecologist PWS #212 Vanessa Dolbee From: Stacy Tucker Sent: To: Cc: Tuesday, June 24, 2014 12:37 PM justin@americanclassichomes.com Vanessa Dolbee Subject: Attachments: Receipt for cash surety device (Fieldbrook Commons LUA13-001109) CrystalReportViewer1. pdf Follow Up Flag: Flag for follow up Flag Status: Flagged Justin, Please see attached for a copy of the receipt for the buffer plantings surety device. If you have any questions, please let me know. Thank you. (i})tarp, 9Jf.p;;;;-Av1< Planning Technician City of Renton CED J Planning Division/Technical Services 1055 South Grady Way J G'h Floor J Renton, WA 98057 Phone: (425) 430-7282 J Fax: (425) 430-7300 I stucker@rentonwa.gov · ;., Clly i,(.,. ec -__ _.----:r r@r"',1 ~n0··, 11'1). i*i. ~ \ \~::!1l!t111,~;t/rJ~','~i '•)\! • rl!J Please consider the environment before printing this email 1 RECEIPT EG00024963 BILLING CONTACT AVANA TRAILS LLC 9675 SE 36TH ST #105 MERCER ISLAND, WA 98040 REFERENCE NUMBER FEE NAME I Ch#30057 I Plan LUA13·001109 Maintenance & Monitoring· Cash Printed On: 6/24/2014 Prepared Bv: Stacy Tucker TRANSACTION TYPE I Bond Payment City of::_ ~~)j[@llll ~~~···· Transaction Date: June 24, 2014 PAYMENT METHOD Fheck #30057 SUB TOTAL TOTAL AMOUNT PAID $24,682.68 $24,682.68 '------- $24,682.68 Page 1 of 1 Vanessa Dolbee City of Renton Renton City Hall -6th Floor 1055 South Grady Way Renton, WA 98057 June 18, 2014 RE: Third Site Visit, Fieldbrook Commons A third visit was conducted on June 18, 2014 to inspect the plantings installed in the created wetland, wetland buffer areas, Wetland C and the utility corridor. I was met on site by Ed Sewall of Sewall Wetland Consulting, Inc. Findings All of the created wetland, most of its buffer, and Wetland C have been planted according to the revised mitigation plan by Ed Sewall, dated June 9, 2014. Areas that have not been planted are as follows: The eastern buffer area adjacent to the area of vault construction. A section of the buffer of the existing northern wetland. The center of the utility corridor (Photo 1). The irrigation system and monitoring wells have been installed as required in the mitigation plan (Photo 2). Wood chips have been placed on the trail and the split rail fence installed (Photo 3). A number of shrubs that were to be planted in the buffer were planted in the wetland, and some shrubs to be planted in the wetland were planted in the buffer. Twinberry, a shrub that needs wetland conditions, was planted in the buffer and snowberry and hazel nut, two upland species, were planted in the wetland (Photo 4). The contractor installed the species of plants, numbers and sizes as required in the mitigation plan. Two exceptions were made: big leaf maples were switched out for similarly sized aspen, and most of the Sitka spruce were switched out for similarly sized Western red cedar. This was due to the lack of availability of big leaf maple at this time of year in the requested size and the lack of quality of the Sitka spruce stock. Conclusions According to Justin Lagers of American Classic Homes, the buffer area adjacent to the vault construction area has not been planted due to the need to move heavy machinery in the area to complete the vault installation and the connection of the drainage pipe. The buffer area associated with the existing northern wetland has not been replanted because it must be filled and regraded to match the adjacent developed elevations. Mr. Lagers has said that these areas will be planted as soon as the vault is completed and the cleared buffer area has been graded. He estimates replanting will occur within a month. The utility corridor needs additional plantings through the middle of the corridor. It appears that this area was not planted because the contractor who installed the plantings may have thought access was required to the clean-out pipe at the end of the corridor. The incorrectly located shrubs will need to be planted in the correct locations. Ed Sewall has said he will flag the ones to be moved and contact the contractor to do so. The replacement of big leaf maple with aspen and Sitka spruce with Western red cedar is acceptable. However, cedar are sensitive to transplanting especially at the larger size of 4-5 feet. Irrigation throughout the summer will help. Overall, the installed plantings look good. If the incorrectly located shrubs are relocated, additional plants are planted in the utility corridor, the buffer area adjacent to the vault is planted after the vault is completed, and the northern portion of buffer is replanted after it is graded, the installation will closely match what is required in the mitigation plan . Photo 1 : Utility Corridor Photo 2: Irrigation System in Created Wetland Photo 3 : Trail .,"'•.~II • :i-;> . , Photo 4: Twinberry in Buffer Nilcolina Yonkow 1539 NE 94th Street Seattle, WA 98115 HYPERLINK "mailto:nyonkow@hotmail .com" !!J.Onkow@hotmail.com (206)©4-8274 c. Ed Sewall, Sewall Wetland Consulting Inc, Vanessa Dolbee City of Renton Renton City Hall -6th Floor 1055 South Grady Way Renton, WA 98057 June 13, 2014 RE: Second Site Visit, Fieldbrook Commons A second site visit was conducted on June 9, 2014 to inspect final grading. I was met on site by Ed Sewall of Sewall Wetland Consulting, Inc. Findings The wetland was graded as shown in the compensatory mitigation plan by Ed Sewall. Surveyed elevation markers matched the planned elevations of the created wetland plan closely for the most part (See Figures 1-2). A small berm was incorrectly created around Wetland C, which had previously been cleared contrary to plan (See Figure 3). Other requirements of the mitigation plan that have been completed include placing large woody debris in the created wetland and the southern portion of the trail with the looped end has been cleared and graded correctly to approximately 4 feet in width. Due to the accidental clearing of Wetland C, the clearing of the northern portion of buffer between the wetland and silt fence, and the planned clearing of the western portion of the buffer between the wetland and the underground vault, a revised mitigation plan is needed to reflect additional replanting requirements. Silt fencing has been placed along the northern clearing limits of the site only, but not the eastern portion. Conclusions The mitigation plan was revised on June 9, 2014, by Ed Sewall to reflect required repainting in all the additionally cleared areas (see enclosed). In addition Ed Sewall confirmed on the afternoon of June 9, 2014 that the berm around Wetland Chad been corrected (See Figure 4). The third and final site visit is scheduled for Wednesday, June 18 when all plantings except those adjacent to the vault will have been completed. Nikolina Y onkow 1539 NE 94th Street Seattle, WA 98115 wonkow@hotmail.com (206) 604-8274 c. Ed Sewall, Sewall Wetland Consulting Inc. Enclosures: Revised Mitigation Plan Figure 1: Berm on Eastern Portion of Created Wetland Figure 2: Bank on South Eastern Portion of Created Wetland Figure 3: Wetland C Figure 4: Surrounding Edge of Wetland C Re-Graded -------------------- i I I I I \,,, . ·,:,:·1·1 -·.·.-:-:-:I, . • • ~ '<' FIELD BROOK COMMONS, LLC ~! 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I was met on site by Ed Sewall of Sewall Wetland Consulting, Inc. Findings Clearing had already occurred and was well under way at the time of the initial site visit. Wetland C, adjacent buffer north of Wetland C, and buffer to the west of the proposed created wetland was cleared. Specific trees and tree groupings have been protected by fencing in the buffer area. See enclosed site map indicating already cleared areas. Silt fencing has been partially placed along the northern clearing limits of the site. See enclosed site map indicating placed silt fencing. Wetland A is clearly marked with flagging. The edge of the proposed created wetland is flagged. The southern edge of the trail, north of Wetland C is flagged. Conclusions The areas that were accidentally cleared will need to be replanted and temporary erosion control applied. Currently there is no replanting plan for these areas. The silt fencing should be completed before grading occurs. 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I\ r Nikolina Yonkow 1539 NE 94th Street Seattle, WA 98115 (206)526-7674 (206)604-8274 (cell) nyonkow@hotmail.com Scope of Work This document, set forth May 3, 2014, is between Nikolina Yonkow hereinafter known as "Consultant" and the City of Renton hereinafter know as "The City of Renton" for the purpose of monitoring progress of, and compliance with, the requirements of the compensatory mitigation plan and buffer enhancement plan designed by Sewall Wetland Consulting, Inc. for Fieldbrook Commons, LLC, dated September 23, 2013. Tasks Three site visits: • Initial site visit to be conducted before grading has commenced to monitor marking of wetland buffers and marking of trail through wetland buffer. · • Second site visit to be conducted after grading for wetland creation and trail has been completed. • Final site visit to be conducted after plants and split rail fence installation. Deliverables The Consultant will submit three reports to the Renton Department of Community & Economic Development. Each report will describe the progress of the wetland mitigation plan and whether requirements of the mitigation plan have been met. Any deviations from the requirements of the mitigation plan will be discussed. Timeline • Dates for site visits still need to be determined betweem the City of Renton, the developer of the project and the consultant. The consultant will be unavailable for site vists on the following dates: June 19-July 4, 2014. ~~~- • Consultant will submit reports to the Renton Department of Community & Economic Development 8 business days after the corresponding site visit. VI, 1 tc Costs nv~'l,'-'(,,(,0 eity efRsatsH agrees to pay Consultant 1,350.00 for three monitoring ~ite 1(,:,\,\\-,> 1 visits and the corresponding reports. Term net 30 after date of invoice. Additional work must be agreed upon separately from this scope of work. City of Renton representati '1th-----·~ Consultant Date ' April 16, 2014 CITY OF RENTON AUTHORIZATION OF SPECIAL BILLING Utility Construction Permit for Field brook Commons 17040 10s•• Ave. SE U13003818 -Utility Construction permit It is the intent of this letter to authorize the City of Renton to bill the undersigned for all costs incurred relative to the referenced project, by the City of Renton for the following work: • SPECIAL INSPECTION SERVICES FOR WETLAND CREATION, INLCUDING FENCING, GRADING, PLANTING AND FINAL INSPECTIONS CONTRACTED THROUGH THE CITY OF RENTON. BILLING TO BE SENT TO: (Print Please) Name: Avl/Ut1t:t. rr~ { t..t..C!. Company: lfv~ /~ .LLC Address: 9~ 7S ~€ ,11P tr-Sf, Phone: Z.S 'J · ',105· 6""~ Fax: ~OCc ·.5"~(· PYo¥ ~=-==-.::::..:"-"----='-'--=-.,,L-----'-- Denis Law · Mayor April 2, 2014 . Justin Lagers PNW Holdings · 9675 SE 361h St. •· - Suite #105 Mercer Island, WA 98040 · , Department of(o111munity_and-Emnomic Development · -C.E."Chip''Vincent, J\dministrator .( .. · ----· ~UBJECT: -, Field brook Commons Final PUD . LU,A13-001109 Dear Mr. Lagers: -This _letter is to inform-you that the appeal period _ended March 7, 2014 for' the Administrative Site .Developnierit, Plan Review approval. No appeals were filed, - --•-therefore, this decision· is final and application for the appr~priately required permits' may proceed. ' ' ' ' ' ' ,_ . I.,' The advisory notes listed in the city of Renton Report and Decision iated February 21, 2014 must be ad-hered.t~ during construction and prior to flnal inspection: Furthermore, -the Administrative Site Deveiopnienl:Plan Review decision will expire two (2) years from the date -of decision. If you are lrnable to finalize the development within the tw~cyear --timeaframe, a -single two (2) year extension inay be requested i_n writing,_ pursuant to RMC .4-9-200. ------- --In regards to the vesting of the above r~ferenced project, please b~ aware that as long. - . as'the development cifthe_projectconforms to the approved plans and buildirigperniits' are submitted within,the relevant time lin;iits, the.zoningregulations in effect at the time . of the .original approval shall continue tci apply. However, all construction shall conform to the International Building Code and Uniform Fire Code regulations in force at the . time of build in!; permitapplicatjon. ' · -· --· ----· If you ha~e any questions reg~rding the report and decision issued for. this site pl~n . · development proposal, !)lease call me at (425) 430-73i4, -. --. - Sincerely, · _ ----__ -·_ ----· . ' -~ ·-' -Dc!ii.e.JL ·-.V~ ,-.. --_ Current Plannin[l Manager · ·c_c: FieldbiOok Commons LLC / own,er(s) _· Pa.rty(ieS) Of Record. · , _ Renton'City Hall • 1055 South Grady Way , Renton,Washington 98057 ,·rentonwa,gov · June 25 1h, 2014 Mrs. Vanessa Dolbee Current Planning Manager ....-F""l AV .AN"A ~TRA.ILS Department of Community & Economic Development City of Renton Renton City Hall -61h Floor 1055 South Grady Way Renton, WA 98057 CITY OF RENTON RECEIVED JUN 2 6 2014 BUILDING DIVISION Re: Over clearing in Fieldbrook Commons wetland creation area -Tree Replacement Plan Mrs. Dolbee, Please find enclosed three copies ofthe revised wetland mitigation and tree replacement overlay sheets for your use. We hope this satisfies the requirement (#3) from your email dated June 22"d, and that upon your review and approval we can commence the additional grading and filling activities on site. We are currently blocked from installing any additional utilities on the site until that clearing can commence so your timely review is greatly appreciated. Please feel free to call with any additional information you may require. Sincerely, enc: (3) copies revised wetland mitigation/ tree replacement plan. Avana Trails, LLC Business Office 9675 SE 36"' Street, Suite 105 Mercer Island, WA 98040 P: (206) 588-1147 F: (206) 588-0954 June 24, 2014 Mrs. Vanessa Dolbee Current Planning Manager ..c-FIAVANA -.::.IT R.A I L S Department of Community & Economic Development City of Renton Renton City Hall -G'h Floor 1055 South Grady Way Renton, WA 98057 Re: Over clearing in Field brook Commons wetland creation area Mrs. Dolbee, City of Renton Planning Division JUN 2 5 2014 Pursuant to your email received June 22nd of this year I performed a site visit to inspect the over cleared areas in our Fieldbrook Commons wetland creation area. The results of my inspection are noted in the table below. Enclosed with this letter is colored diagram for your reference. Over Clearing Tree Impacts Table Trees noted to Trees noted to Trees noted to be Trees noted to be Trees noted to be saved in be removed saved in Wetland saved in Wetland C be saved in non- Wetland A from Wetland B wetland/ buffer wetland/buffer wetland/ buffer wetland/ A wetland/ that were that were areas that were buffer that buffer that removed: removed: removed: were removed: were saved: #2088 {DDD) #2087 {V} #2364 {V) #2347 {V) #2305 {V) #2092 {V} #2371 {V} #2336 {V} #2304 {DDD) #2119{V} #2372{DDD) #2329 {DDD} #2380 {DDD) #2330 {DDD) #2333 DDD) #2356 {DDD} #2320(V} #2089 (DDD) (V = Viable) /DOD= Dead, Diseased, Dying) In summary, Fifteen (15) trees were removed that should have been saved. Six (6) of the trees were viable healthy trees and Nine (9) were noted as dead, diseased or dying. Three (3) viable trees were saved that could have been removed. The net loss to the site was 12 trees. Avana Trails, LLC Business Office 9675 SE 36" Street, Suite 105 Mercer Island, WA 98040 P: (206) 588-1147 F: (206) 588·0954 .c-F"l AVANA -c::::.I T RA I L S Per RMC 1-3-2P we are enclosing a check in the amount of $1200.00 (12 x $100.00 per tree). We will also replace 18" caliper inches per tree removed (12) for a total of 216 replacement caliper inches with the 2" minimum caliper noted. I have Ed Sewell making up a plan for the replacement planting locations in the wetlands/ buffers and I will have that submitted shortly. Also noted in your email was the need to post a performance security for the balance of the buffer plantings. Please find enclosed the estimates to finish the plantings and fencing. The total of which was $16,455.12 x (150%) = $24,682.68. A check for that cash bond is accompanying this letter as well. Please feel free to call with any additional information you may require. Sincerely, Justin Lagers enc: (5) copies revised wetland mitigation plan, (1) copy Tree removal diagram, check for tree cutting fine, check for cash bond. Avana Trails, LLC Business Office 9675 SE 36'" Street, Suite 105 Mercer Island, WA 98040 P: (206) 588-1147 F: (206) 588-0954 Check# 30058 Dato 06/23/2014 Date: 06/23/2014 Vendor#: 1320 City of Renton Job/Description 304000 Land Developmen Tree cutting fine Balance 1,200.00 Retain Avana Trails LLC Discount This Chock 1,200.00 '· ,: ,. ' ' ' . , I ,'., ·,, 1, •• ·, hJ I ·~ >,. ,1 ':: ' \i-1 ; ! .dL·.: :'l :\ ! . I!' -1'; :=-I , \. j I ,'.• 1: I ,-, .•• -I • ...,, ,-_ 1·1 I ii,..,,• ,, I, .. , · I l ·\.' : I ._, u··:, l· ' ( ,. .. c• I '., I) I ' •. i . ·, -, • !._ I .J -, '1 I ,\,,~_. BELJlln® 0 U T D er,~~ S 111 North River Road North Aurora, IL 60542 Phone: (800) 323-5664 Fax: (630) 897-0573 sales@belson.com U RACK ON RAILS I 2 LOOPS 4 BIKES --21·-- 18' ELEVATION VIEW 35-3/8' GRADE 1-7/8' 0.0. STRUCTURAL STEEL TUBING 1-----39-1/2' ----1- ---30'----i 1/2' CARRIAGE BOLT -.t.~:!:t="-3' X 4.1' STEEL CHANNEL ,,___ CONCRETE www.belson.com June 19, 2014 Mrs. Vanessa Dolbee Current Planning Manager .c-F"l AVANA ~TRAILS Department of Community & Economic Development City of Renton Renton City Hall -6th Floor 1055 South Grady Way Renton, WA 98057 Re: Response/ Clarification -June 18th letter from Nikolina Yonkow. Mrs. Dolbee, I was copied on the letter from Nikolina Yonkow to yourself regarding her third site visit to the Fieldbrook Commons wetland mitigation area on June 18th, 2014. I wanted to provide an update as to the punch list items and provide a clarification to a statement she included in her conclusion section. Ed Sewell flagged approximately 32 twinberry, dogwood and willow plants that need to be moved from the buffer area to the wetland creation area. He also flagged 28 hazelnut and snowberry plants that need to be moved from the wetland creation area out to the buffer area. That work is scheduled for Friday the 20th along with the addition of 14 shrubs consisting of a mix of indian plum, snowberry and hazelnut shrubs. These shrubs are in addition to the plants called out on the planting schedule and are being placed over the top of the storm outfall pipe run from CB 31 to CB 32. The landscaper thought perhaps the trial might be extended down this area in the future for maintenance of the outfall clean out. Please note we have also installed silt fence and temporary chain link fencing to protect the new creation area. Lastly, the balance of the plant material which is to be installed in the remaining buffer areas is already on site and is being stored and watered until such time as it can be installed. The remaining buffer areas cannot be planted at this time due the future installation of the dispersal trenches to the south and north of the vault which convey clean runoff from buildings Land K & H. These dispersal trenches can only be installed after the vault is complete, the backfill to the north and south of the vault which supports the roadway is complete and the conveyance system into and out of the vault is also completed as the dispersal trenches Avana Trails, LLC Business Office 9675 SE 36'" Street, Suite 105 Mercer Island, WA 98040 P: (206) 588-1147 F: (206) 588-0954 conveyance lines cross over the top of the storm, water and other utilities. In short these trenches and the buffer plantings cannot be completed until the majority of the eastern half of the site's infrastructure is complete. This work will likely take longer than the month I quoted Mrs. Yonkow in our meeting. Due the large fills the need to bring the balance of the site to its finished grades, the bulk of which fill material is generated from the Wetland D area and its buffer, and the need to continue with infrastructure installation, we respectfully ask for the City's approval to commence the final clearing of balance of the wetland areas. 1. believe after Friday's punch list items are complete we will be in full compliance with the condition to finish the wetland creation area before commencing any additional fills. We would expect to have Mrs. Yonkow back to perform a final site inspection once the balance of the temporary buffer impact plantings are complete. Respectfully, agers Director of Land Acquisition & Development cc: Ed Sewell Nikolina Yoncow Vanessa Dolbee From: Vanessa Dolbee Sent: Monday, June 30, 2014 1 :49 PM To: j ustin@ americanclassichomes .com Cc: Subject: Chip Vincent; Jennifer T. Henning; Thomas Main; Nickky Yonkow (nyonkow@hotmail.com) Approval of wetland filling/clearing Justin, Thank you for the documents you submitted to the City on June 25, 2014. These included the following: 1. An estimate for the remaining wetland buffer plantings and fencing and a surety device for 150% the cost of the installation of these required items for $24,682.68. 2. An updated wetland mitigation planting plat (including a tree replacement plan). 3. A tree retention plan identifying the "over cleared" trees and the replacement calculations for 18 caliper inches and the associated $1,200.00 fee. I have reviewed the submitted items and have determined these are approvable and the three wetlands identified to be filled, Wetlands D, E and F may be cleared at this time. However, prior to finalizing the construction for the subject project the following items remain to be completed (additional items may be required as a part of the FPUD the list below is limited to the over clearing and wetland monitoring for the site): 1. A final inspection shall be completed by Niki Vonkow verifying the buffer plantings have been corrected as stated in the Third Site Visit letter dated June 18, 2014 along with the replacement tree plantings and all other plantings shown in the updated mitigation plan. A scope change may be needed to Niki's Vonkow's contract which would add additional cost to the original estimate. 2. An estimate identifying the cost of the required maintenance and monitoring for the site and the associated surety device for maintenance and monitoring for the wetland impacts based on the approved final wetland mitigation plan. 3. Potently additional wetland mitigation based on coordination with the CORPS. Thank you for quickly complying with the request for additional information and I look forward to the final approved wetland planting letter from Niki Vonkow. 'Vanessa '1Jo[6ee Current Planning Manager Department of Community & Economic Development City of Renton Renton City Hall -6th Floor 1055 South Grady Way Renton, WA 98057 425.430. 7314 -·-----------·----------------------------------· From: Vanessa Dolbee Sent: Sunday, June 22, 2014 11:27 AM To: Justin Lagers 1 Cc: Chip Vincent; Jennifer T. Henning; Thomas Main Subject: RE: Response/ Clarification Letter Justin, At this time I am working out the necessary mitigation requirements for the over clearing and grading of wetland C. I have not yet herd back from Suzanne at the CORPS. It is my goal for the City and the CORPS to be on the same page when it come to the required mitigating for the additional impacts to the critical areas on the subject site. With that said, in order to move forward at this time I will at minimum need the following items: 1) A surety device for the portion of the buffer that is not yet planted to ensure the work is accomplished following the filling of the three wetlands. This should be 150% the cost of the plantings and the installation (labor). This can be provided in the following formats: a. Cash; b. Letter of credit; c. Set aside letter; provided, that the funds cannot be withdrawn, spent, or committed to any third party; or d. Savings account assigned to the City and blocked as to withdrawal by the secured party without the City's approval. 2) A final updated mitigation plan from Ed. (which I believe he is working on sending over). 3) An updated tree retention calculation worksheet identifying replacement trees for the additional cleared trees beyond the original approval. The tree retention worksheet shall reflect the "over cleared area" and shall included a replacement ratio of 18 caliper inches per tree instead of the typical 12 in the worksheet (See RMC 4-4-130J Violations and Penalties). All replacement trees shall be a minimum of 2" in caliper. Please identify if the wetland mitigation plan is intended to be used for the tree replacement plan. If not, please provide a separate tree replacement planting plan. In addition, pursuant to RMC 1-3-2P the minimum penalty for removal of trees is $100 per tree. Please identify the number of trees removed over the approved tree retention plan and pay the associated fee (I will be reviewing the plan for a final number of trees but have not completed this as of the date of this e-mail). Once I have received and approved the above items 1 -3: the wetlands on site may be cleared and filled. Prior to finalizing the construction permit we will need a final letter from Niki approving the fully completed wetland creation and buffer plantings. In addition to a maintenance and monitoring surety device for the 10 year maintenance and monitoring requirement. And potently additional wetland mitigation based on coordination with the CORPS. Please let me know if you have questions about the above requirements. Vanessa Dolbee From: Justin Lagers [justin@americanclassichomes.com] Sent: Thursday, June 19, 2014 10:26 AM To: Vanessa Dolbee Cc: Ed Sewall; niki yonkow Subject: Response / Clarification Letter Please find attached a response letter to Niki's letter dated 06/18/2014. Justin Lagers American Classic Homes, LLC Director of L:md AL'qui~ition & De\'clopment 967."i SE 36th Street. Suite 10."i Mercer !~land, WA 98040 Orficc: 206-588-1147 Cell: 25>-40:'i-5587 justin@americanclassichomes.com www.amcricanclassichomes.cqm 2 RECEIPT EG00025601 BILLING CONTACT AVANA TRAILS LLC 9675 SE 36TH ST #105 MERCER ISLAND, WA 98040 REFERENCE NUMBER FEE NAME I LUA13-001109 I CODE . First Violation Fee Printed On: 7/9/2014 Prepared Bv: Stacy Tucker TRANSACTION TYPE j Fee Payment Transaction Date: July 09, 2014 , PAYMENT AMOUNT PAID METHOD !Check #30058 $1,200.00 SUB TOTAL $1,200.00 TOTAL $1,200.00 Page 1 of 1 . ,, ~· " ., '" ~. . .,. .-:,i,,. • ,. •• .= .. : ,...;. ,n,. .. • .... ,/if·,' • ..,_. • .,t' rn,.• • • IU ,,• ;,-.•• • • •' .,,.,,, • --·· • . . ' ·3·' • ' . • ..... I * ~/ • .,,.,, • J+.,,..,.,;•'r .1(S'.; ~ ' . ·,. . . .:.,,;.. \. .~. ' . ;; ., ., _,,._. "' : .;..,, ... , ( '¥4 -1,a . ,, .. ~~· • • st' •.• _j),. f' .,...,jill:;'.' ..., ..... .. ~-.,,~ ;;,.-·-" . •-r .,, ., ;.~·. .d-· .. ·r·< I•~ ,• X , ,... ., . \ Ul . ., ,.. ... .. . . .... -, / • ~ ~ .. ,. .. '• ,. . . , " . Vanessa Dolbee From: Vanessa Dolbee Sent: To: Thursday, December 11, 2014 4:43 PM 'Justin Lagers' Subject: RE: Tree blow over Justin, I was hoping to find out how many trees exactly, Once you determine the extent of the damage, please send me an e- mail to document the tree blow down and include an alternative planting proposal for this area. This can be a small plan set showing just this area. I will add the e-mail document of the blow down and the proposed planning plan to the project file. Thank you for the notification and I look forwarded to seeing your proposed planting plan. 'Vanessa (f)o(6ee, Current Planning Manager Community & Economic Development Department Planning Division 1055 S Grady Way Renton, WA 98057 (425)430-7314 From: Justin Lagers (mailto:justin@americanclassichomes.com) Sent: Wednesday, December 10, 2014 12:54 PM To: Vanessa Dolbee Subject: Re: Tree blow over Northwest Comer of Building D -from the picture it look like one grouping so likely a single tree with a large root ball but I will ask for some more pictures. On Wed, Dec 10, 2014 at 12:40 PM, Vanessa Dolbee <VDolbee@rentonwa.gov> wrote: Justin, This is so sad :( Can you tell me where on the site plan this tree was at? And how many trees blew over? Vanessa Dolbee, Current Planning Manager Community & Economic Development Department Planning Division 1055 S Grady Way Renton, WA 98057 ( 425)430-7314 -----Original Message----- From: Justin [ mailto:justin@americanclassichomes.com J Sent: Wednesday, December IO, 2014 11 :44 AM To: Vanessa Dolbee 1 ,. Subject: Tree blow over Vanessa, !just got a text from our site guy at Avana that some of the saved trees blew over and went through our fence. How do we handle this? Sent from my iPhone Justin Lagers American Classic Homes, LLC Director of Land Acquisition & DeYclopmem 9675 SE 36th Street, Suite I 05 Mercer Island, WA 9S040 Oniel': 206-588-! 147 Cell: 253-405-5587 justin@americanclassichomes.com www.americanclassichomes.com 2 1. Northwest Buffer Mitigation Along Existing Northern Wetland. 2. Southwest Buffer Mitigation Along Wetland C and Adjacent to Vault. 3 . Looking East Along Utility Corridor 4. Looking West Along Util ity Corridor. 5. Looking East Across Wetland 6. Looking Southwest Across Wetland Vanessa Dolbee From: Vanessa Dolbee Sent: To: Cc: Subject: Tuesday, June 07, 2016 3:44 PM 'John Loori' justin@americanclassichomes.com RE: Replacement tree's John, Thank you for increasing the spacing. Based on my original e-mail, the requirement was for 25 caliper inches of replacement. The proposed 5 trees would equal 10 caliper inches of replanted trees, resulting in a fee for 15 caliper inches. Therefore the.fee would be $3,225 ($215 x 15 caliper inches= $3,225). I will inspect the replanting with Phase Ill . ' TCO ;j_long and we wilfrequire fee payment at the same time. Please let me know if you have any questions. 'Vanessa '])o(6ee, Current Planning Manager Community & Economic Development Department Planning Division 1055 S Grady Way Renton, WA 98057 (425)430-7314 From: John Loori (mailto:johnl@americanclassichomes.com) Sent: Tuesday, June 07, 2016 8:48 AM To: Vanessa Dolbee Subject: Replacement tree's Hi Vanessa. I changed it to 5 tree's because of the spacing. It's possible to get in a 6th tree but it would be down where the sidewalks meet and I don't think a large tree that close would look very nice. Thanks, John Loori Construction Superintendent Avana Trails, LLC. I American Classic Homes T: (253) 380-3542 johnl@americanclassichomes,com www.americanclassichomes.com 1 -, CD .,, -DI :I . I • ~: CD :· Ill . - t--.. - I • J LANDSCAPE PLAN -WEST Fieldbrook Commons PrcHmlnary PUD llo:ldbrool Commonl. UC I I ' I Vanessa Dolbee From: Sent: To: Subject: Follow Up Flag: Flag Status: Hi Vanessa, Terrence J. Flatley Tuesday, May 24, 2016 4:02 PM Vanessa Dolbee RE: Woodpecker holes @ save trees Follow up Completed The trees in question are trees that appear to have existed on the site prior to development. They appear to have suffered construction damage, possibly due to a lack of tree protection. The trees are declining to the point where the Douglas fir is 100% dead and the western redcedar is in severe decline. When trees are under stress from construction damage, they become more susceptible to insect and disease than healthy trees. The bird pecking is a symptom of a weakened condition in the trees due to the presence of insects making a tasty lunch for the birds that drill into the tree to extract the bugs. Both trees should now be removed. Because of an over-abundance of trees in this planting, I recommend the trees be replaced in either a different site location. If other tree planting on the is as adequate as observed, a fee-in-lieu payment can offset the replacement requirements. I also observed over-planting of street trees at this site and planting street trees too close to other improvements such as street lights. The street trees planted are those that develop into large trees and should have been spaced a minimum distance of 50 feet on-center (per City Code), 30 feet from street lights and perhaps other spacing issues at this site that I did not specifically look for such as blocking stop signs or proximity to fire hydrants, etc. Terry Flatley, Certified Arborist Municipal Specialist Urban Forestry and Natural Resources Manager City of Renton 1055 South Grady Way Renton, WA 98058 425-430-6601 -----Original Message----- From: Vanessa Dolbee Sent: Tuesday, May 24, 2016 2:55 PM To: Terrence J. Flatley <Tflatley@Rentonwa.gov> Subject: FW: Woodpecker holes @ save trees Terry, Just a reminder to send me an e-mail on the woodpecker trees. Thank you, Vanessa Dolbee CED x 7314 I -----Original Message----- From: John Loori [mailto:johnl@americanclassichomes.com) Sent: Tuesday, May 17, 2016 8:34 AM To: Vanessa Dolbee Subject: Woodpecker holes @ save trees '\ 2 Vanessa Dolbee From: Sent: To: Cc: Subject: Attachments: John, Vanessa Dolbee Tuesday, May 31, 2016 10:46 AM 'John Loori' Justin Lagers RE: Dead save tree's @ Avana RE: Woodpecker holes @ save trees -------------------------------, The City Forester, Terry Flatley, and I had an opportunity to go out and look at the two retained trees. Based on Terry's assessment, these trees are dyeing due to construction damage and not due to natural causes because of the woodpeckers. You can see in Terry's analysis in the attached e-mail that when trees are under stress from construction damage they become more susceptible to insect and disease. The bird pecking is a symptom of a weakened condition of the trees due to the presence of insets, which is a result of construction. The area of the park had three trees identified to be saved: 1) tree #1815, 14.10 inches, 2) tree #1787, 10.8 inches, and 3) tree#? (the plan sheet is difficult to read here), 17.89 inches. Based on the field conclusions, that the trees death is due to construction impacts as these trees were to be protected tree as approved part of the PUD, the removal will need to be assessed as a violation. It is my assumption the same would have applied to the first tree removed #1815 as well, however this was not confirmed by Terry prior to removal. Replacement of trees removed under the violation standards require replacement at a one-to-one ratio for caliper inches. Based on the two remaining trees there is a total of 25 caliper inches of replacement required. You will also note in the attached e-mail Terry believe the area is already over planted with trees and does not recommend replacement in the same location. Considering a number of the evergreen trees that were planted have died; it seems reasonable to replant the area with more spacing and the same number of tree already planted. Due to the lack of space for new trees on the project site, the replacement caliper inches would need to be made up using the City's fee-in- lieu option. We charge $215.00 per caliper inch for a total of $5,375.00 ($215 x 25 caliper inches= $5,375) fee-in-lieu. Please feel free to give me a call if you would like to discuss the above comments. 'Vanessa 'Dolbee, Current Planning Manager Community & Economic Development Department Planning Division 1055 S Grady Way Renton, WA 98057 (425)430-7314 From: John Loori [mailto:johnl@americanclassichomes.com] Sent: Tuesday, May 17, 2016 8:32 AM To: Vanessa Dolbee Cc: Justin Lagers Subject: Dead save tree's @ Avana Hi Vanessa. I met with the landscaper and dug holes to verify that the drip lines are providing adequate irrigation which they are. The save tree's are dying because they have hundreds of tiny holes from woodpeckers. The last save tree will die too because it also has hundreds of holes. The little tree's that died have no real explanation except maybe shock or drowning in the winter. I was planted too deep. I'll text some pictures of the woodpecker holes to your email. 1 So I would like to get this over with and cut down both tree's and replace them. Once the woodpeckers start this process it's just a matter of time. So we would like to plant 6 fur tree's that are 10-12'. I'll have the landscapers cut down the tree's, clean up the mess and re-plant. What do you think? Thanks, John Loori Construction Superintendent Avana Trails, LLC. I American Classic Homes T: (253) 380-3542 iohnl@americanclassichomes.com www.americanclassichomes.com 2 . Denis Law · _MayOr , February 25, 2016 . . Justin\a'gers : •. PNW Holdings, LLC: .. · 9675 SE 36'h Street; Suite io5 Mercer Island, WA98040 Community & Economic'Development Department · . . . 'c.E."Chip''.Vincent, Adniinistrai:or: · . . . . . . . . ' . . . . SUBJECT:. • · .. Appro~~i'of Final Mitigation Plan; Re~ei~tof Surety, St~it of M~~itoiing • · · · F·ieldbrook Commons ~UD {AKA Avana Trail.s) · · · ' ·· ' • : · · · Cit_Y o(Rehton File LUA12-00i; PPUD and LUA13°001109; FPUD • Dear. Mr: Lagers:. Mitigation,Plan Approval: .the City r~ceived a letter from Ed Se~all bf Sewall Wetland •. C6nsuiting, lri'c,, d~ted Augu~t3; 2015 indicating that'.the fi~al plahtingsfor the-0etl~ncl mitigation site has been inspected ~nd install~'d per'tlle ~pprov·ed plan., Staff completed;iin in~pectior\ of the sit~following the recei~t of the subject l~tterand requested cbnstru.cti6n d~~ris be ren,oved . . tr6rn the wetland~~~~ prior to sign bff: A icHiow uii inspection ~-~s cb~ii1~ied ia-nu~ry-19, 2oi6 · wliere staff appro~~d th~ in~tallatidn oft~e flrial ~etland hlitigation plan: -.• ' ' . ' . . ... ''· .• -::· ' . ' . '.. . ... ·. ,'·, ,_ ·,. ·. . . . -, . .-\:. ,- Monitoring and ·Maintenance Period Start-Date: :Typically the date of this letter, marks the ' '. beglnnirig bf a pr6jects niaintenan~e.and n,onito;ing pericicti howe~er; the s~bject proj~ct is alsb . . required to comply with ari' Arr11y coips'ofEngineers Nati6n Wide Permit, NWS-2012,1281. Doto, .• .. ' . . .. '. . ' ' . . . .· . -. . . . '. ', . ' ··.. ' .. multiple agencies.involvement with the mitigation and monitoring the City of Reriton agreed to• . ' -' . ' . . . . ' . . . ' . . follow.the Army Corps.of Engineers.monitoring schedule which is Hi years induration. Monitoring reports are required to b~ submitted annually for monitoring Years 1, 2, 3, 4, 5, 7, and 10 by December 3.1" of each m~nitorlng ye~r .. Year 1 monit~ring will occur at least one 'year after completion.of the mitigation sites as d~termi~ed byth~ Corps. You·r first monitoring report is due to the City by December 31 1 2016, Please send three copies of the report to my attention. · . .. . '' Maintenance and Monitoring Surety Devices: This letter is also confirming the City has received . the following surety device: . io Year Maintenance and Monitoring of wetland: $122;366.13. The provided maintenance and monitoring device will be retained tci cover the cost of a minimum · ten year.successful maintenance and monitoring.period. If at any time during your minimum monitoring period the mitigation project falls below performance standards, the monitoring period will be placed on hold. Once the mitigation project regains compliance with approved performance standards, the maintenance and monitoring timeframe will restart for a period necessary to establish that performance standards have been met. Renton City Hall • 1055 South Grady Way •_ Renton, Washington 98057 • rentonwa.gov ' .... . -~ February 25,,2016 ,, . ' .. · Page2'i I look forw~rd to recei~ing ;our fi~st ~aintenani:e ~·hd monitoring re~orti,whi\:h is du·~ by, . . -D~ce~ber 31, 2016: , · · , · .'; · · ·. . ' · · . . . . . . Sincerely;: /. -~1£~,~ Vanessa Dolbee,: : ,Current Planning'M~nager '. cc: Sta~y Tuckei, Pl;nrii~g Tech~i~ian ... Sewell Wetland:corisulting,' Inc. . ' . , ' File ·1 ,. ·.·r·, ' -~- ," .. ' ',_\, " '· ' <· '1_·· MayB,2015 Justin Lagers PNW Holdings, LLC 9675 SE 36th Street, Suite 105 Mercer Island, WA RE: Fieldbrook Monitoring Agreement Dear Justin, In reviewing the monitoring requirements for the Fieldbrook project the site must be monitored as follows Yearl Year2 Year3 Year4 Year5 Year7 YearlO 2 site visits and 1 report 2 site visit and 1 report 2 site visit and 1 report 2 site visit and 1 report 2 site visit and 1 report 2 site visit and 1 report 2 site visit and 1 report On each site visit we will be inspecting installed vegetation for survival as well as vegetation coverage and moniloring the stream channel as described in the approved Mitigation Plan. The estimate for this work is a total of $9,600. We look forward to working with you. Please call me at (253) 859-0515 if you have any questions. SEWALL WETLAND CONSULTING, INC. Ed Sewall President Graunde!f!.ftS Estimate LANDSCAPING Customer ACH Homes, LLC 253.333.9477 Office I 253.333.9478 Fax P.O. Box 207 Auburn, WA 98071 www.gelinc.com 9675 SE 36th Steet, Suite 105 Mercer Island, WA 98040 DATE ESTIMATE NO 7/24/2015 I 05-5968 I Project: Avana Trails Wetland Maintenance Description Total WETLAND MAINTENANCE: 1,895.00T Price 'Per Visit' to perform maintenance on wetlands. Services performed per visit will included: -Removal of noxious weeds as needed -Hauling off generated debris -Line trimming grasses and clearing vegetation away from base of plantings (grass clippings to be left as tbey fall) -Running through irrigation to ensure proper function and execute any repairs or adjustments necessary. NOTE: Price assumes (3) visits per year. Visits to take place in May, July, and October. Total number of visits to be (30) and cover a span of (10) years. Total cost for maintenance program is ($56,850.00). Price does not include replacement shrubs if Wetland Engineer requires additional plantings to meet survival ratios. All workmanship is guaranteed against defects in workmanship for a period of 90 days from the date of Subtotal $1,895.00 installation. Seller will not be responsible for special, incidental, or consequential damages. Seller shall not be responsible for damage to its work by other parties or for improper care of material. There shall be no use of this estimate, reliance upon it, or use in a dishonest manner, such as disclosure of this 'confidential' documentation to a competing third party. Buyer shall furnish seller with job ready work sites such as final Sales Tax ... $180.03 grading, proper drainage, concrete , gutters, downspouts, painting completed, and debris removed from site. Acccntance of this nrooosal bv the buver constitutes acce tance of all the nrovisions contained in this nronosal. Rep I TD TERMS Net 10th Total $2,075.03 Trevor Dance Signature GEL REP __________ _ Accepted by ____________ _ Date ________ _ August 3, 2015 Justin Lagers PNW Holdings, LLC 9675 SE 36th Street, Suite 105 Mercer Island, WA 98040 Sewall Wetland Consulting, Inc. POBox880 Fal!Gty, WA'ID.24 RE: Avana/Fieldbrook -Mitigation Installation sign-off swc Job#ll-121 Dear Justin, This letter is to iriform you that we have inspected the final plantings on the Fieldbrook Commons wetland mitigation site in the City of Renton on July 31, 2015. The mitigation project has been installed per the approved Sewall Wetland Consulting, Inc. Fieldbrook Commons Mitigation and Grading Plan, dated 9-23-13 and revised to 6-9- 14. This letter initiates the start of the 10 year monitoring plan. If you have any questions regarding this report, please call us at (253) 859-0515 or at esewall@sewallwc.com . Sincerely, Sewall Wetland Consulting, Inc. Ed Sewall Senior Wetlands Ecologist PWS #212. Vanessa Dolbee From: Sent: To: Cc: Subject: Attachments: Follow Up Flag: Flag Status: niki. yonkow <nyonkow@hotmail.com> Thursday, March 05, 2015 1:36 PM Vanessa Dolbee· · esewall@sewailwc.com Final Site Visit Fieldbrook Commons finalSiteVisit.rtfd.zip; finalSiteVisit.rtf; Photo final report.doc FollowUp Flagged · Vanessa, Please see attached .. Let me know if you have any questions. Niki Yonkow (206)604-8374 1 Vanessa Dolbee City of Renton Renton City Hall -6th Floor 1055 South Grady Way Renton, WA 98057 March 5, 2015 RE: Fourth Site Visit, Fieldbrook Commons A fourth visit was conducted on March 2, 2015 to inspect the plantings installed in the following areas: l. The eastern buffer area adjacent to the area of vault · construction. 2. The buffer of' the existing northern wetland. 3. The center of the utility corridor. 4. These areas were not planted last spring due to continuing work on the adjacent vault and, along the utility corridor, to contractor error. I was met on site by Ed Sewall of Sewall Wetland Consulting, Inc. · Findings The three areas listed above are now well planted with appropriate upland plants (See photo nos. 3). Although the utility corridor has been replanted with appropriate shrubs, the eastern portion of the utility corridor, east of the pipe access structure has standing and flowing water (See photo no. 4). It is unknown what the origin of the water is. but it is possible it could be an overflow or leak from the pipe. If it remains inundated through the spring and summer it may be too wet for the plants installed in the eastern portion of the utility corridor. Ed Sewall informed me that an over abundance of water in the wetland was a problem during heavy rain events through the winter. As a result some plants were switched out for more appropriate species. During the site visit most of the plantings looked like they were doing fairly well, particularly the sedges and the ash. Overall the trees and shrubs look good, however, it will become more clear in the spring when they leaf out as to how they are doing. The exception were 4-5 of the larger cedars that looked stressed. Conclusions Overall the plantings in the wetland and the buffer and utility corridor look good. However, the following should be noted: • The stressed cedars in the wetland should be monitored through out the summer as they may still recover. Cedar are sensitive to transplanting especially at the larger size of 4-5 feet and their stress may be due to this solely. • The success of deciduous shrubs and trees in the wetland can be better monitored during the growing season as their ability to survive a wetter environment will be more obvious when they leaf out. • The eastern portion of the utility corridor should be checked for a pipe leak or other reason why there is standing and flowing water present. Likely the inundation is a temporary condition.and if corrected the shrubs that were planted will survive. Nikolina Yonkow 1539 NE 94th Street Seattle, WA 98115 nyonkow@hotmail.com (206)604-8274 Enclosure: Photos c. Ed Sewall, Sewall We.tland Consulting Inc. .,., ·' '• • .: 'Jo -· ·- ·-· •·. , ~· -•. .,. ---~ .,_... "-..t;./' • . . :.. 1,r .f ~ ... ., ;.. - '• • ,i·. ,· ,. Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. EXTERIOR PAINTING MATERIALS Scheme A (BUILDINGS D, H, J, N) Product/ Mfg .: Color: Finish : Location : Product/ Mfg.: Color: Finish : Location : Product/ Mfg .: Color : Finish : Location: Product/ Mfg.: Color: Finish : Location : Product/ Mfg.: Color: Finish : Location: EXTERIOR STONE ST-1 Product/ Mfg : Style: Color: Location : ROOFING SHINGLES Product/ Mfg : Style: Color: Contact: Sherwin Williams Dorian Gray SW 7017 TBD by Painter Main Body Sherwin Williams Urbane Bronze SW 7048 TBD by Painter Secondary Body(@ Shingle S i ding)"bump-outs " Benjamin Moore Temptation 1609 TBD by Painter Accent Body (@ Board and Batten) Sherwin Williams Bengal Grass SW 6411 TBD by Painter Unit doors, paintable deck doors (not storage) and garage doors Benjamin Moore Squirrel Tail 1476 TBD by Painter Trim, deck fascia , stair stringers, posts, service/storage doors, etc ... Vanwell Masonry Prostack Palisades Posts IKO Cambridge AR Charcoal Grey Steve Sloan 425-787-9865 The Long Studio LLC Avana Trails Exterior Ex terior Color Specifications August 12, 2015 Page 1 of 25 5030 1 •1 Avenue South, Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail = Steven@thelongstudio .com Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. Scheme A (BUILDINGS D, H , J, N) The Long Studio LLC 5030 1st Avenue South, Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail = Steven@thelongstudio .com Avana Trails Exterior Exterior Color Specifications August 12, 2015 Page 2 of 25 Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. EXTERIOR PAINTING MATERIALS Scheme 8 (BUILDINGS 8, C, G, L) Product/ Mfg .: Color: Finish: Location: Product/ Mfg .: Color: Finish: Location: Product/ Mfg.: Color: Finish : Location : Product/ Mfg.: Color: Finish: Location: Product/ Mfg.: Color: Finish: Location: EXTERIOR STONE ST-1 Product/ Mfg : Style: Color: Location : ROOFING SHINGLES Product/ Mfg: Style: Color: Contact: Sherwin Williams Foggy Day SW 6235 TBD by Painter Main Body Benjamin Moore Country Life # 1490 TBD by Painter Secondary Body (@ Shingle Siding)"bump-outs" Sherwin Williams Dorian Gray SW 7017 TBD by Painter Accent Body (@ Board and Batten) Sherwin Williams Golden Rule SW 6383 TBD by Painter Unit doors, paintable deck doors (not storage} and garage doors Benjamin Moore Squirrel Tail 1476 TBD by Painter Trim, deck fascia , stair stringers, posts, service/storage doors, etc ... Vanwell Masonry Prostack Palisades Posts IKO Cambridge AR Charcoal Grey Steve Sloan 425-787-9865 The Long Studio LLC Avana Trails Exterior Exterior Color Specifications August 12, 2015 Page 3 of 25 5030 1 •t Avenue South , Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail = Steven@thelongstudio.com Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. Scheme 8 (BUILDINGS 8 , C, G , L) The Long Studio LLC 5030 1 •• Avenue South, Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail = Steven@thelongstudio.com Avana Trails Exterior Exterior Color Specifications August12,2015 Page 4 of 25 Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. EXTERIOR PAINTING MATERIALS Scheme C (BUILDINGS A , E, K, M} P-1 Product/ Mfg .: Color: Finish : Loc ation : Product/ Mfg .: Color: Finish : Location : Note: Product/ Mfg .: Color : Finish : Location : Product/ Mfg .: Color: Finish : Location : Product/ Mfg .: Color: Finish : Location : EXTERIOR STONE ST-1 Product/ Mfg : Style: Color: Location : ROOFING SHINGLES Product/ Mfg: Style: Color: Contact: Benjamin Moore Temptation 1609 TBD by Painter Main Body Benjamin Moore Nantucket Gray HC-111 TBD by Painter Secondary Body (@ Shingle Siding )"bump-outs " Bump-out on north elevation to be painted P -2 even though it doesn't have shingle siding Sherwin Will i ams Foggy Day SW 6235 TBD by Painter Accent Body (@ Board and Batten) Sherwin Williams Copper Pot SW 7709 TBD by Painter Unit doors, paintable deck doors (not storage) and garage doors Benjamin Moore Squirrel Tail 1476 TBD by Painter Trim, deck fascia, stair stringers. posts, service/storage doors, etc ... Vanwell Masonry Prostack Palisades Posts IKO Cambridge AR Charcoal Grey Steve Sloan 425-787-9865 The Long Studio LLC Avana Trails Exterior Ex terior Color Speci fi c ations August 12, 2015 Page 5 of 2 5 5030 1 "' Avenue South , Seattle Washington 98134 Voi c e (2 06 ) 706+9503 Data (2 06) 860-21 22 Mail = Ste v e n@thelongstudio.com Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. Scheme C (BUILDINGS A, E, K, M) The Long Studio LLC 5030 1•1 Avenue South, Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail = Steven@thelongstudio .com Avana Trails Exterior Exterior Color Specifications August 12, 2015 Page 6 of 25 Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. EXTERIOR PAINTING MATERIALS Recreation Building Product/ Mfg.: Color: Finish: Location : Product/ Mfg.: Color: Finish : Location : Product/ Mfg.: Color: Finish: Location: Product/ Mfg .: Color: Finish: Sherwin Williams Worldly Gray SW 7043 TBD by Painter Main Body Sherwin Williams Urbane Bronze SW 7048 TBD by Painter Board & Batten siding Sherwin Williams Refuge SW 6228 TBD by Painter Entry Doors Benjamin Moore Squirrel Tail 1476 TBD by Painter Location: Trim, fascia, service doors, etc ... EXTERIOR STONE ST-2 Product/ Mfg: Style: Color: Location : ROOFING SHINGLES Product/ Mfg : Style: Color: Vanwell Masonry Prostack Carbon Glacier Posts IKO Cambridge AR Charcoal Grey Contact: Steve Sloan 425-787-9865 The Long Studio LLC 5030 1 •• Avenue South, Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail = Steven@thelongstudio.com Avana Trails Exterior Exterior Color Specifications August 12, 2015 Page 7 of 25 Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. Recreation Building The Long Studio LLC 5030 1 11 Avenue South, Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail= Steven@thelongstudio .com Avana Trails Exterior Exterior Color Specifications August 12, 2015 Page 8 of 25 Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. BUILDING J NORTH ELEVATION: SCHEME A P-5 (11 EE] ~ rTI rn •• 111111 •••••• ••111111 -1······ 1111 II ~ ~- 1111...~ -- ="' ... rTI I \ I 6 I ___ ----- \] The Long Studio LLC 5030 1 •• Avenue South, Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail = Steven@thelongstudio.com ~ EE) ~ ~ LJ ..... Ill ~ • •• Hl!II iii iili ......,. __ 1a 1111H a.."'-.. -::: II H l ,11 ••••••• ... ~ --•••••1•• 1111 --,,,.,. 11,I ---- ... , .... 11"" --I'" II"· 1·1. 1111 ii ii ii ~. Iii iii ii Avana Trails Exterior Ex teri or Col or Spec if icati o n s August 12, 2015 Page 9 of 25 6 ~ ~ EEj Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. BUILDING J EAST ELEVATION: SCHEME A .----~ The Long Studio LLC 5030 1•• Avenue South, Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail= Steven@thelongstudio .com Avana Trails Exterior Exterior Color Specifications August 12, 2015 Page 10 of 25 P-5 Exterior Architectural Finish Specifications Provide submittals of all finishes for designers ' approval prior to installation. BUILDING J SOUTH ELEVATION: SCHEME A The Long Studio LLC 5030 1 •1 Avenue South , Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail = Steven@thelongstudio.com Avana Trails Exterior Exterior Color Specifications August 12, 2015 Page 11 of 25 Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. BUILDING J WEST ELEVATION: SCHEME A The Long Studio LLC 5030 1 s, Avenue South, Seattle Washington 98134 Voice (206} 706+9503 Data (206) 860-21 22 Mail = Steven@thelongstudio.com Avana Trails Exterior Exterior Color Specifi cations August12,2015 Page 12 of 25 Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. BUILDING B NORTH ELEVATION: SCHEME B The Long Stud i o LLC 5030 , .. Avenue South, Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-21 22 Mail = Steven@thelongstudio.com Avana Trails Exterior Exterior Color Specifi cations August 12, 2015 Page 13 of 25 Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval pri or to installation. BUILDING B EAST ELEVATION : SCHEME B The Long Studio LLC 5030 1 •t Avenue South, Seattle Washi ngton 981 34 Voice (206) 706+9503 Data (206) 860-2122 Mail = Steven@thelongstudio.com Avana Trails Exterior Ex terior Color Specificati ons August 12, 2015 Page 14 of 25 Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. BUILDING B SOUTH ELEVATION: SCHEME 8 The Long Studio LLC 5030 1 •• Avenue South, Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail = Steven@thelongstudio.com Avana Trails Exterior Exterior Color Specificati ons August 12, 2015 Page 15 of 25 Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. BUILDING 8 WEST ELEVATION: SCHEME 8 The Long Studio LLC 5030 1 •• Avenue South, Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail= Steven@thelongstudio.com Avana Trails Exterior Exterior Color Specifications August 12, 2015 Page 16 of 25 Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. BUILDING K NORTH ELEVATION: SCHEME C The Long Studio LLC 5030 1 •t Avenue South, Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail= Steven@thelongstudio.com Avana Trails Exterior Exterior Color Specificati ons August 12,2015 Page 17 of 25 Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. BUILDING KEAST ELEVATION: SCHEME C The Long Studio LLC 5030 1 •• Avenue South , Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail = Steven @thelongstudio.com Avana Trails Exterior Ex terio r Color Specif ications August 12, 2015 Page 18 of 25 Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. BUILD.ING K SOUTH ELEVATION: SCHEME C P -5 The Long Studio LLC 5030 1 •• Avenue South, Seattle Wash i ngton 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail= Steven@thelongstudio.com Avana Trails Exterior Ex teri or Color Specifications August 12, 2015 Page 19 of 25 ~ Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. BUILDING K WEST ELEVATION: SCHEME C ~ L1_ ~ The Long Stud i o LLC 5030 1 " Avenue South , Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail= Steven@thelongstudio.com 6 Avana Trails Exterior Ex terior Color Specificati ons August 12, 2015 Page 20 of 25 Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. RECREATION BUILDING NORTH ELEVATION The Long Studio LLC 5030 1 •• Avenue South, Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail= Steven@thelongstudio.com P-1 P-4 Avana Trails Exterior Exterior Color Specif ications August 12, 2015 Page 21 of 25 Exterior Architectural Finish Specificati ons Provide submittals of all finishes for designers' approval prior to installation. RECREATION BUILDING EAST ELEVATION The Long Studio LLC 5030 1 •• Ave n ue South, Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail = Steven@thelongstudio .com Avana Trails Exterior Exterior Color Specifications August12 ,2015 Page 22 of 25 Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. RECREATION BUILDING SOUTH ELEVATION The Long Studio LLC 5030 1"' Avenue South, Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail = Steven@thelongstudio .com P-1 Avana Trails Exterior Exterior Color Specifications August 12, 2015 Page 23 of 25 Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. RECREATION BUILDING WEST ELEVATION P-4 L The Long Studio LLC 5030 1 " Avenue South, S eattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail = Steven@thelongstudio.com ~ . ?;~ ·~\:~ /~; t,.-~ i. ~ I ,,-..J't ~ Avana Trails Exterior Exterior Color Specifi cations August 12, 2015 Page 24 of 25 Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. SITE PLAN ,·~· ··-...,.,.~ The Long Studio LLC 5030 1•• Avenue South , Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail = Steven@thelongstudio.com --... Avana Trails Exterior Exterior Color Specifications August 12, 201 5 Page 25 of 25 L Vanessa Dolbee From: Sent: To: Subject: Justin, Vanessa Dolbee Friday, September 23, 2016 10:35 AM justin@americanclassichomes.com Avana Trails parking change The square footages is acceptable for the proposed modification landscaping/parking change. Could you also please send me the digital version of the hard copies you provided me for the electronic file. Thank you, 'Vanessa '1Jofbee, Current Planning Manager Community & Economic Development Department Planning Division 1055 S Grady Way Renton, WA 98057 (425)430-7314 1 ... September 14, 2016 Vanessa Dolbee Current Planning Manager City of Renton 1055 South Grady Way Renton, WA 98057 ~F"lAVANA ~TRAILS CITY OF RENTON RECEIVED SEP 1 4 2016 DEVELOPMENT SERVICES RE: Fieldbrook Commons/ Avana Trails Parking Revision -LUA-12-001/ U13003818 Ms. Dolbee, Please find enclosed two copies of the proposed parking and open space revision for our Fieldbrook Commons/ Avana Trails project. As discussed, the Fire Marshall asked us to stipe out a previously approved parking stall in Phase 2 of our project during his walk-though inspection of the Phase 3 improvements due to the proximity of a fire hydrant. We have identified an area which could be converted from lawn to a parking space with relative ease with no.net loss in landscape area. To minimize the disturbance to the established landscaped area we would also need to convert some adjacent stalls to compact width and restripe them however they would still have normal depth and leave us far under the normal/ compact stall ratio for the project. For the stall which was removed by the hydrant we would propose removing the existing curb and re-pouring a new curb to form a continuous planter island as shown in our exhibit and then plant lawn and approximately 10 other low growing shrubs, in keeping with the plant palate in that part of the project, since I don't believe we can place a street tree in that area due to a possible obstruction to the hydrant. Thank you for your consideration of our request and I look forward to your feedback. 9~-7' Justin Lagers Senior Director of Land Acquisitions and Development Avana Trails, LLC Business Office 9675 SE 36" Street, Suite 105 Mercer Island, WA 98040 P: (206) 588-1147 F: (206) 588-0954 Exterior Architectural Finish Specifications Provide submittals of all finishes for designers' approval prior to installation. . SITE PLAN - ,,. ......... ·-- ~•tmi-- The Long Studio LLC 5030 1•• Avenue South, Seattle Washington 98134 Voice (206) 706+9503 Data (206) 860-2122 Mail = Steven@thelongstudio.com --- ___i________i_--:::-l~ I ,. , .. .--, + r-:: '" ..... , I fl ~ V r--· ./ ... •'----/ Avana Trails Exterior Exterior Color Specifications May 27, 2015 Page 19 of 19 celp pP' ~~~ ~01 j -· Fieldbrook Commons Conditions of Development (Summary) LUA13-001109 and LUA12-001 Project Condition Source of When Party Responsible Notes/Completion Condition Compliance is Date Required 1. With the building permit application for each separate FPUD prior to issuance Applicant Included with building building a narrative shall be provided identifying how Condition of the building permit application. parking (including bicycle parking) requirements will permit Approved. be met at each phase of construction. This shall be reviewed and approved by the Current Planning Project Manager prior to issuance of the building permit. 2. The site plan provided with the building permit FPUD prior to issuance Applicant Included with. building application for Building N shall include the coal mine Condition of the building permit application. hazard line and the setback line to ensure compliance permit Setback compliant. at building permit stage. 3. The requi.red public trail easement shall be recorded FPUD building permit Applicant Recorded under on the property title prior to building permit final Condition final occupancy 20160108000984 occupancy. 4. The knee brace architectural details shall be included FPUD prior to building Applicant Compliant, with in the building permit submittal for each building Condition permit issuance elevations provided at throughout the development. This shall be reviewed building permit for approval by the Current Planning Project Manager review. Approved and prior to building permit issuance. inspected prior to TCO. 5. The applicant shall provide a bicycle parking plan FPUD prior to building Applicant Provided with building consistent with RMC 4-4-080F.11.c to the Current Condition permit approval permit application. Planning Project Manager for review and approval Approved and inspected prior to TCO Updated 7-19-16 Fieldbrook Commons Conditions of Development (Summary) LUA13-001109 and LUA12-001 prior to building permit approval. 6. The applicant shall provide a detailed utility screening FPUD prior to building Applicant Provided with a plan for review and approval by the Current Planning Condition permit issuance separate landscape Project Manager prior to building permit issuance. plan at building permit. Approved and inspected prior to TCO for all phases. 7. Door materials shall be provided with the building FPUD prior to building Applicant Provided with building permit application and be made of either wood, Condition permit issuance permit application. fiberglass, metal, or glass and trimmed with 3 Y, " Approved. minimum head and jamb trim. Door design and materials shall be reviewed and approved by the Current Planning Project Manager prior to building permit issuance. 8. The following buildings have sliding glass doors along FPUD prior to building Applicant Updated Elevations a frontage elevation or an elevation. BLDG. A, west Condition permit issuance were provided with elevation, BLDG. E, east elevation, BLDG. J, east the building permit elevation, BLDG. K & L, west and east elevations, and application. BLDG. M, west elevation. The sliding glass doors on Approved. Door types confirmed at the building elevations listed above shall be replaced with either a French door or another door approved inspection. Some by the Current Planning Project Manager. Updated front doors had to remove the window elevations shall be provided for review and approval due to fire code prior to building permit issuance. requirements as the doors had to meet one hours fire standards. 9. The crosswalks shall be built with concrete in addition FPUD During Applicant/Contractors Identified on Building to the pathways. Condition construction Permit Applications. Confirmed via Updated 7-19-16 Fieldbrook Commons Conditions of Development (Summary) LUA13-001109 and LUA12-001 10. The applicant shall create bylaws or CC & R's that restrict parking across the pedestrian pathways throughout the development. Final bylaws shall be reviewed and approved by the City of Renton Current Planning Project Manager prior to building permit final occupancy 11. All common area and open space shall be landscaped in accordance with the landscaping plan submitted by the Applicant and approved by the City. Prior to the issuance of any occupancy permit, the developer shall furnish a security device to the City in an amount equal to the provision of RMC 4-9-060. Landscaping shall be planted within one year of the date of final approval of the planned urban development, and maintained for a period of two years thereafter prior to the release of the security device. A security device for providing maintenance of landscaping may be waived if a landscaping maintenance contract with a reputable landscaping firm licensed to do business in the City of Renton is executed and kept active for a two year period. A copy of such contract shall be kept on file with the Development Service Division. Landscaping shall be maintained pursuant to requirements of RMC 4-4-070. Updated 7-19-16 FPUD Condition FPUD Condition building permit final occupancy Prior to the issuance of any occupancy permit Applicant Applicant inspection. Some sidewalks were developed with impervious surface area. Recorded under 20160108000931 Applicant provided a two year maintenance contract from Ground Effects for the site in- lieu of a maintenance surety. Fieldbrook Commons Conditions of Development (Summary) LUA13-001109 and LUA12-001 12. Prior to the issuance of any occupancy permits, all FPUD issuance of any Applicant/developer Complted and common facilities, including but not limited to Condition occupancy inspected per Plan utilities, storm drainage, streets, recreation facilities permits Review. etc., shall be completed by the developer or, if deferred by the Planning/Building/Public Works Administrator or his/her designee, assured through a security device to the City equal to the provisions of RMC 4-9-060. 13. All common facilities not dedicated to the City shall be FPUD N/A Applicant The project will be permanently maintained by the planned urban Condition maintained by a development owner, if there is only one owner, or by management group as the property. owners' association, or the agent(s) the development is thereof. In the event that such facilities are not apartments. maintained in a responsible manner, as determined Compliant. by the City, the City shall have the right to provide for the maintenance thereof and bill the owner or property owners' association accordingly. Such bill, if unpaid, shall become a lien against each individual property. 14. No tree removal is permitted on site until approval of FPUD During Applicant/ contractor Trees changed as an approved grading and/or construction permit has Condition Construction follows: been issued for the activity and tree protection 1) Excavation measures have been installed pursuant to RMC. The occurred outside project Arborist is reguired to be on site during approved grading construction[grading the dri(! line of the trees limits. These trees identified on the (!Ian set. were replanted and a fine was paid. 2) Two trees blew down in a storm. Updated 7-19-16 Fieldbrook Commons Conditions of Development (Summary) LUA13-001109 and LUA12-001 These trees were replanted 1 for 1. 3) Retained trees in the common area with the pickle ball court between Buildings B and E died after construction. 5 trees were re- planted at this location. A fee-in- lieu was paid in the amount of $3,225.00 for the outstanding caliper inches not replanted and a fine was paid at $200.00 per tree as the 2"d violation. 15. The wetland creation shall be completed prior to the FPUD During Applicant/ contractor Wetland Creation and tree removal and fill of wetlands D, E, and F. Once Condition Construction and mitigation compliance wetland creation has been comeleted, the eroject prior to letter was received Biologist shall submit a letter to the Current Planning construction from the project Project Manager identifving comeliance with the permit biologist on Aug. 3, final aeeroved wetland creationlmitigation elan. finalization 2015 .. Special Ueon receiet of such letter and comeletion of a Inspector signed off on comeliance inseection fill of wetland D, E and F malt' installation as well. commence. Seecial lnseection is also reguired for Updated 7-19-16 j Fieldbrook Commons Conditions of Development (Summary) LUA13-001109 and LUA12-001 this l!Ortion of the construction l!roject. 16. A lighting plan shall be provided that specifically FPUD prior to-building Applicant Provided with Building addresses how lighting will be directed away from the Condition permit issuance Permit application. wetland buffer for the developed portion of the site. Compliant. This lighting plan shall be submitted with the building permit applications for any BLDG located along a buffer edge. The final lighting plan for each of these buildings shall be reviewed and approved by the Current Planning Project Manager prior to building permit issuance. 17. Copies of all monitoring reports sent to the Army FPUD 10 years Applicant/Biologist Ongoing CORPS shall be provided to the City of Renton Current Condition following Planning Project Manager. construction 18. The al!l!licant shall be resl!onsible for funding a FPUD During Applicant/Contractor Inspector funded and Sl!ecial insl!ection staff for the Ci~ of Renton for the Condition construction project reviewed and wetland creation and restoration construction and completed by special l!lantings. inspector. 19. The wetlands and their buffers shall be placed in a FPUD prior to building Applicant Recorded under Native Growth Protection Easement, which shall be Condition permit occupancy 201601080009333 reviewed and approved by the Current Planning Project Manager prior to building permit issuance. The easement shall be recorded on the property title prior to building permit occupancy 20. If tree 2108 needs to be removed due to wetland FPUD During Applicant/Contractor Trees were removed in creation the trees shall stay within the wetland area Condition construction violation. See wetland as large woody debris. inspection reports. As such, applicant Updated 7-19-16 Fieldbrook Commons Conditions of Development (Summary) LUA13-001109 and LUAI2-001 replanted at 18 caliper inches and paid the code required fine. Inspection needed for replacement trees. Haul hours are limited to 8:30 am to 3:30 pm Monday Code During Applicant/Contractor/Builder Compliant through Friday Construction Construction hours are from 7:00 am to 8:00 pm Monday Code During Applicant/Contractor/Builder Compliant through Friday. Construction hours on Saturdays are from construction 9:00 am to 8:00 pm and no work on Sundays. Within thirty (30) days of completion of grading work, the Code During Applicant/Contractor/Builder N/A applicant shall hydroseed or plant an appropriate ground construction cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division's approval of Updated 7-19-16 Fieldbrook Commons Conditions of Development (Summary) LUAI3-001109 and LUAI2-001 this work is required prior to final inspection and approval of the permit. A National Permit Discharge Elimination System (NPDES) Code During Applicant/Contractor/Builder Compliant permit is required when more than one acre is being construction cleared. The applicant will be required to submit a Final Wetland Code During Applicant/Contractor/Builder All completed with the Mitigation Report and Maintenance and Monitoring construction exception of proposal. In addition, the applicant will be required to mitigation and comply with all the code requirements of RMC 4-3-050 monitoring surety Critical Areas. This includes, but is not limited to, placing devices. the critical area within a Native Growth Protection Surety device received Easement, providing fencing and signage, and providing 1-12-16 in the amount the City with a site restoration surety device and, later, a of $122,366.13 for 10 maintenance and monitoring surety device. years of MM The applicant may not fill, excavate, stack or store any Code During Applicant/Contractor/Builder Complied during equipment, dispose of any materials, supplies or fluids, construction construction - operate any equipment, install impervious surfaces, or however stress of compact the earth in any way within the area defined by construction still the drip line of any tree to be retained. harmed a few retained trees that end up being replaced. The applicant shall erect and maintain six foot (6') high Code During Applicant/Contractor/Builder Complied during chain link temporary construction fencing around the drip construction construction lines of all retained trees, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every fifty feet (50') indicating the words, "NO TRESPASSING - Protected Trees" or on each side of the fencing if less than fifty feet (50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees Updated 7-19-16 Fieldbrook Commons Conditions of Development (Summary) LUA13-001109 and LUA12-001 shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. Temporary construction impacts shall not impact ERC During Applicant/Contractor/Builder Trees were removed in significant trees located in existing wetland buffers, construction violation, a including but not limited to the preservation of the replacement plan was following trees, 2086, 2088, 2400, 2399, 2108, 2330, and provided and the code 2186. required fine was paid. The applicant shall be required to comply with the ERC During Applicant/Contractor /Build er Complied recommendations included in the Geotechnical construction Engineering Study prepared for the Fieldbrook Commons project, by Earth Solutions NW LLC, dated October 31, 2011. The applicant shall be required to comply with the ERC During Applicant/Contractor/Builder Complied recommendations included in the Geotechnical construction Engineering Report, Prepared for Wagner Property, LLC, by Cornerstone Geotechnical, Inc., dated October 11, 2006. Additional Inspection Items: Important During Applicant/Contractor/Builder Inspected and 1) Bus Stop and seat wall Design construction completed per the Elements approved phasing 2) Trail easement public access signage plan. 3) Gate on trial entrance 4) Building paint colors and stone colors 5) Kiosk signs 6) Ped. Walkways cc: Brianne Bannworth Updated 7-19-16