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23729 76TH AVE W.PDFiiiiiiiiiiii 6438 23729 76TH AVE W PLANNINGDATA STWEET=FILE] SINGLE FAMILY RESIDENTIAL Name' A, C "),Lam Date: Site Address, 23-429 -16A Ave- Ned Tax Parcel: 00qgg600000500 Project Description: AfeLo r-�r&4 X-JI re--�-;AnCA— Plan Check #: S[-r)ao1q03.is Reduced Site Plan. Provided: NO) Zoning: Map Page: Corner Lot: (YES Flag Lot:�� N *Ae&t-%S Arur-* J;cex-*y Mae% 0) ap S�4,-- -Jy 3exvs 3 fft Critical Areas Determination #: L013s— El 'Study Required.' waiver SEPA Determination: i5xe.,,,Vk Exempt 0 Needed (for over 500 cubic yards of grading) 0 Fee El Checklist El APO List with notarized form Requir6d Setbacks 'Side: Side: -4-5� ReaR S. J.- (s) 1.5 :J.5 - ActualSetbacks St! eet., (a) 25-2.3' Side: to' RE-crrr El Detached Structures: coa-s ceoova- El Rockeries: NoM &- %%%enan'. ER F,ences/Trellises: 'Modulation: El Bay Windows/Projecting ufpe.- floo.- cm CeNf"s AIWMI 6ve.1— r1*4- to C761). Stairs/Deck: 1,46'. an %0 Building ffeight - Datum Point: Datum Elevation: +. OC) I Maximum Height AYowed: Actual Height: 12.1 ..E Other Parking Required: Parking Provided: Lot Area: 91,!�GIO Sa-Vk (pex- ;1A.0% Maximum Lot Coverage: 35% Proposed: 1 Lot Coverage Calculations: M-,;M i :h3 0 C-e-4 10 -Tok%A 2,13-+ 0, 10"k si�-- crunte"r-M 6341; coverej Ike-br ruko I 10 ip 21 11q6 0 VS 0 1* 25. Y7. ADU Created: (YES AD Subdivision: Loir 6' Legal Nonconforming Land Use Determination Issued: (YES AD) Comment5 vt�. Plan Review BY: Plannin'g DatB Form 07-14-0 I V, Associated Eardi Sciences, Inc. M, 111 N 91 0 ' 1) Serving the Tacific Worth -west Since 1981 Ple-:CEIVEC March 20, 20,14 APR 0 7 2014 Project No. KE140073A oEvELoPii,'--i4T SEPIACES CTR. rj-pj OF EDMONDS Almark Corporation P.O. Box 14425 Mill Creek, Washington 98082 Attention: Mr. Mark Schmitz Subject: Limited Subsurface Explorationand Infiltration Study Lake Ballinger Residence 23729 76' Avenue West Edmonds, Washington Dear Mr. Scliniitz: Associated Earth Sciences, Inc. -(AESI) is pleased to present this letterproviding the results of our limited subsurface exploration and infiltration study forthe above -referenced project. For our use in preparing this letter, we have been provided with an undated plan that shows the location. of the proposed residence. This letter has been prepared for the exclusive use of Almark Corporation, and its agents, for specific application to this project. Within the limitations of scope, schedule, and budget, our services have been performed in accordance -with genera I fly accepted: geotechnical engineering practices in effect in this area at the time our letter was prepared. No other warranty, express or, implied, -is made. SITE AND PROJECT DESCRIPTION The subject site is located at 23729 76',Avenue- West in the Lake Ballinger Area of Edmonds, Washington (Figure 1). The property consists of an approximately 0, 19-acre, irregularly - shaped parcel (Snohomish County Parcel No. 00488600000500). The subject parcel is bound to the north by a shared driveway, and -to the remaining sides by residential properties. The ground surface at the proposed building site is generally gently sloping downward to the south and east. The proposed. project consists of constructing a new single-family residence at the above - referenced site. We understand that an infiltration system is currently proposed to handle Kirkland Everett b Tacoma 425-827-7701 4 2 5:- 2 5 9�- 0 5-2:2 253�722-2992, Lake Ballinger Residence Limited Subsurface Exploration Edmonds, Washington and Infiltration Study storm water collected from the rooftop and driveway. Based. on our discussions with the client, we understand that the tributary impervious surface area of the proposed project is approximately 3,000 square feet. The purpose of this study was to document subsurface conditions for the proposed infiltration system. This study included documenting near -surface soil and ground water conditions in four exploration pits using two track -mounted excavators, and a grain -size analysis of a sample obtained from the potential receptor soil horizon. An AESI engineering geologist logged the soil conditions in each pit. SUBSURFACE CONDfflONS Exploration pits EP-1 through EP-4 were advanced to depths ranging from 9 feet to 10 feet using a small track -mounted excavator (Komatsu PC45R). Exploration pits EP-1 and EP-3 were subsequently extended to 11.5 feet and 13 feet, respectively, using a CAT 312 excavator, to determine the thickness of potential infiltration receptor soils and depth to ground water. Exploration pits EP-1 through EP-3 encountered fill extending to depths ranging from 6 to 9 feet below the ground surface at the locations shown on the "Site and Exploration Plan," Figure 2. The fill generally consisted of loose to medium dense silty sand with gravel with organics in places, including buried topsoil. We also encountered assorted debris (e.g., wood, metal, glass) within the fill-, particularly at EP-1. Underlying the fill, EP-1 encountered moist to wet, brownish gray silty sand overlying bluish gray silt, interpreted as recent alluvium. Exploration pits EP-2 and EP-3 encountered loose to medium dense, reddish brown silty sand with gravel, which we interpreted to be weathered advance outwash. Underlying the weathered outwash to the bottom of exploration pit EP-3, we encountered medium.dense, fine to medium sand with gravel, which we interpreted to be Vashon advance outwash. Exploration pit EP-4 encountered densie, moist, gray silty sand with gravel, interpreted as Vashon lodgement till. Detailed exploration logs are attached to this letter. Review of the regional geologic map titled Geologic Map. of the Edmonds East and Part of the Edmonds West Quadrangles, by J.P. Minard (1983) indicates that the area of the subject site is underlain by Vashon advance outwash (Qva) and Vashon lodgement fill (Qvt), with younger alluvium (Qyal) surrounding Lake Ballinger. Our interpretation of the sediments encountered at the subject site is in general agreement with the regional geologic map. Ground water seepage was encountered at exploration pits EP- 1 and EP-3 at 11 and 11. 5 feet below the ground surface, respectively. It should be noted that the depth or occurrence of ground water seepage may vary in response to changes in season, amount of precipitation, and site use. Exploration for this study was conducted during the months of February/March when ground water levels are at or near their seasonal high. March 20, 2014 ASSOClATED EARTH SCIENCES, INC. JPUld - "14W3A2 - PrqieWU014W.3"WP Page 2 Lake Ballinger Residence Limited Subsurface Exploration Edmonds, Washington and Infiltration Study LABORATORY GRAIN -SIZE ANALYSIS We obtained representative samples from the exploration pits and performed a grain -size analysis on a sample collected from EP-3 at 9.5 feet below the ground surface. The classification of the sample tested most closely fits the texture class "sand" referenced in Table C-1 of the 2010 Edmonds Stormwater Code Supplement (Edmonds Supplement), which is taken from Table 3.7 in the 2005 Washington State Department of Ecology (Ecology) Stormwater Management Manualfor Western Washington (Ecology Manual). CONCLUSIONS AND RECOMMENDATIONS Based on the grain -size analysis and the subsurface conditions encountered in our explorations, it is our opinion that storm water can be mitigated using on -site infiltration into the advance outwash encountered at exploration pit EP-3. The lodgement till encountered at EP-4 or the alluvial silt encountered at EP-1 are not considered conducive to storm water infiltration. The depth between the bottom of the fill (6 feet) and shallow ground water (11.5 feet) provides sufficient separation to meet the minimum of 1 foot required by the City of Edmonds. Based on Table C-1 of the Edmonds Supplement, this material has an uncorrected short-term infiltration rate of 8 inches per hour, with an Estimated Design (long-term) Infiltration Rate of 2 inches per hour. Gravel -filled dry wells, extending to 9 feet below the ground surface at the area southwest of the proposed building footprint, may be designed using a drywell surface area of 24 square feet for every 1,000 square feet of tributary impervious surface, per Table 5 of the City of Edmonds' Low Impact Development (LID) Stormwater Best Management Practices (BMPS) Simplified Sizing Development Information (#E72B) bulletin. Therefore, for the proposed 3,000 square feet of tributary impervious surface, a drywell surface area of 72 square feet is stipulated. A Typical Drywell detail, provided in the above -mentioned City of Edmonds #E72B information bulletin, is attached to this letter. Footing drains may be discharged to the dry well, provided that connection between the footing drain system and the infiltration system is a minimum of I foot below the base elevation of the footings. Based on the soils encountered in our explorations, we expect little flow from the footing drains, and that the volume of water from the footing drain system should not significantly impact the expected performance of the proposed infiltration system. The recommendations for on -site infiltration presented in this letter only pertain to the area around exploration EP-3. If the proposed on -site infiltration system is located elsewhere on the site, these recommendations do not apply and additional site investigation would be required. March 20, 2014 ASSOCL47ED EAM SCIENCES, INC JAVId - KEUMA2 - PrqjecU12014W3UMWP Page 3 Lake Ballinger Residence Limited Subsurface Exploration Edmonds, Washington and Infiltration Study CLOSURE We appreciate the opportunity to be of service to you on this project. Should you have any questions regarding this letter or other geotechnical aspects of the project, please call us at your earliest convenience. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington Jeffrey P.-Uub, L. G. I L. E. G. Senior Project Engineering Geologist Attachments: Figure 1: Vicinity Map Figure 2: Site and Exploration Plan Exploration Logs Grain -Size Analysis Typical Drywell Detail Jon N. Sondergaard, L.G., L.E.G. Senior Principal Geologist March 20, 2014 ASSOCIAM EAR771 SCIENCES, INC. JAUld - KE14W73A2 - Prqjeca12014W73UMJWP Page 4 h'. 4. �-A p -S' T 5' :4 j, it Y ftn A, -4 WX r",\ 4. p 4 ik. In "Z Z-:7 Jlei xj, A3 r ( 74 11�. A -11, *I;�- i, D xt-: 7 -�N I-V W7 j,* fic 0 N —it f, 0 1000 2WO N= BLACK AND wHrrE REPRODUCTION OF THIS COLOR ORIGINAL MAY FEET REFERENM USGS TOPOI REDUCE ITS EFFECTIVENESS AND LEAD TO INCORRECT IN TERPRETATION. FIGURE I Associated Earth Sciences, Inc. VICINITY MAP :2 ALMARK LAKE BALLINGER DATE 3/14 EDMONDS, WASHINGTON PROJ. NO. KE140073A 99 6RI- -K A54 -z EP-4 f eb A K D f GQ%AWM C 03 POUSE 23729 76TH AVE ' W ' I omomos, wA. 96026 Qi EP-3 '0 G. A d'd Lr- T. CIV APPROXIMATE LOCATION OF EP-2 EXPLORATION PIT �;po TYP x EP.1 OR- C., la AAjt(og It 1� -?0'1,5 TL X N 0 10 20 FEET REFERENCE: WENT Associated Earth Sciences, Inc. SITE AND EXPLORATION PLAN FIGURE 2 up DATE 3114 "m � ALMARK LAKE BALLINGER = in EDMONDS, WASHINGTON PROJ. NO. KE140073A C: 0 -0-0, Well -graded gravel and Terms Describing Relative Density and Consistency 12 U_ .o ;N� GW gravel with sand, little to (2) Densi SPT blowstfoot a) 0 r_ E �, C�- �__ no fines Very Loose 0 to 4 Coarse- > Co 0 0 U) eogo�c LO vp Loose 4 to 10 Grained Soils Medium Dense 10 to 30 Test Symbols 6�_ d—_ 00000 0 00000 GP Poorly -graded gravel and gravel Wth sand, CD Q -6 Iq 6 0,010 00000 0000 little to no fines Dense 30to5O Very Dense >50 G = Grain Size N 6 z c 0000 - - �1 M = Moisture Content Consisten2y SPT")blows/fool A = Atterberg Limits ' Z C LO 0 r- -0 Silty gravel and silty Very Soft 0 to 2 C = Chern�lcall 0 C C 0 t GM gravel with sand Fine- Soft 2 to 4 DD = Dry Density Grained Soils 0 ri Medium Stiff 4to8 K Permeability :E stiff 8 to 15 V Clayey gravel and Very Stiff 15 to 30 N C;c clayey gravel Wth sand Hard >30 in > 120 (9 Component Definitions ...... Well -graded sand and Descriptive Term Size Range and Sieve Number 12 0 = 0 9 . SW sand with gravel, little Boulders Larger than 10 0 T LL to no fines Cobbles 3' to 12'r 0 e M rL Gravel 3"to No. 4 (4.75 mm) Coarse Gravel 3" to 3/41 Ln I - ' -'* ' Poorly -graded sand 0 0 vu SP and sand with gravel, Fine Gravel 3/41 to No. 4 (4.75 mm) little to no fines Sand No. 4 (4.75 mm) to No. 200 (0.075 mm) 0 Coarse Sand No. 4 (4.75 mm) to No. 10 (2-00 mm) --1 Si Ity sand and Medium Sand No. 10 (2-00 mm) to No. 40 (0.425 mm) sm silty sand with Fine Sand No. 40 (0.425 mm) to No. 200 (0.075 mm) 0 L) W M C) co 0 r U_ - -.1 gravel Silt and Clay Smaller than No. 200 (0.075 rnm) - e .' . sc Clayey sand and Estimated Percentage Moisture Content . . clayey sand vAth gravel Percentage by Dry - Absence of moisture, co X, Component Weight dusty, dry to the touch Trace <5 Slightly Moist - Perceptible SIR, sandy silt, gravelly silt, CD ML ML silt with sand or gravel Few 5 to 10 moisture > LO Little 15 to 25 Moist - Damp but no visible .R co a 0 M 5, -5 With - Non-pdffkW coarse water Clay of low to medium C" 8' constituents: > 15% Very Moist - Water visible but N 6 CL plasticity; silty, sandy, or - Fines content between not free draining z E gravelly clay, lean clay 5% and 15% Wet - Visible free water, usually from below water table U) Organic clay or silt of low Symbols R OL plasticity Blows/6' or 0 Sampler portion of 6' Cement grout Type surface seal Sampler Type Elastic silt, clayey silt, silt 11111 MH Wth micaceous or 2.00 OD Bentonite n Description (4) seal Split -Spoon C) to 0 diatornaceous fine sand or silt Sampler - 30 OD Split -Spoon Sampler Filter.packwith .1 6 E5 (SP1) 3.25'OD Split -Spoon Ring Sampler (4) blank casing section Clay of high plasticity, V) 0) C1 'a W C Ad CH sandy or gravelly clay, fat pie Bulk sample 30 OD Thin -Wall Tube Sampler 9 Screened casin .G E clay with sand or gravel Cincluding Shelby tube) 7". or Hydrollp with filter pack Grab Sample End cap Organic clay or silt of Portion not recovered _j OH medium to high (1) Percentage by dry weight (4) Depth of ground water plasticity (1) (SPI) Standard Penetration Test _T ATD = At time of drilling M -1586) Static water level (date) (3) In General Accordance with Peat, muck and other .2 0 EP (0 PT highly organic soils Standard Practice for Description Combined USCS symbols used for 0 and Identification of Soils (ASTM D-2488) fines between 5% and 15% Classifications; of soils In this report are based on visual field and/or laboratory observations, which Include density/conslstency, moisture condition, grain size, and plasticity estimates and should not be coftstrued to Imply field or laboratory testing unless presented herein. Visuat-manual and/or laboratory classification methods of ASTM D-2487 and D-2488 were used as an Identification guide for the Unified Soll Clanificatlon system. Associated Earth Sciences, Inc. aEXPLORATION LOG KEY FIGURE Al IN N 050--1 M LOG OF EXPLORATION PIT NO. EP-1 I the re repared b Earth Sciences, Inc. (AESI) for the named project and should be 'hi s port slog i r. y Ot'h '5. tAssoclated r d toge I th eporpt le terpretation. This a lies only to the location of this trench at the tl�a at r for c m en ea er o time of excavation. Subsurface condi ions may change at this location w qhe passage of time. The data presented are ir summary i ic tg (D 0 a simplfication of actual conditions encountered. DESCRIPTION Topsoil Fill Loose, moist, brownish gray, silty fine to medium SAND, with gravel, trace organics (SM). 2 Buried Topsoil 3 Fill Loose to medium dense, moist, slightly rust -stained brownish gray, silty fine to medium SAND, with gravel (SM). 4 5 6 As above, with organics, wood debris, metal fragment, glass fragment, sawdust. 7 8 9 Alluvium Medium dense, moist to wet, brownish gray, silty SAND, with gravel (SM). 10 11 Stiff, moist, bluish gray, SILT (ML). 12 Boftom of exploration pit at depth 11.5 feet Seepage at 11 feet No caving 13 14 15 16 17 18 19 Almark Lake Ballinger Edmonds, WA Associated Earth Sciences, Inc. Logged by: JPL Project No. KE140073A Approved by. 2128/14 LOG OF EXPLORATION PIT NO. EP-2 T'is' % avt 0 e eorlrpepaed %Associated Earth Sciences, Inc. (AESI) for Ihena ed roject and should be isth' tht hth a' terpretation. This summary agplies on heml agon of this trench at the t t I for com 1, e in ly to 0, read _' " 'i repo time of excavation. Subsurface condi ions may change at this location Wit the passage of time. The data presented are i, "dir a simpification of actual conditions encountered. DESCRIPTION Topsoil F Fill Loose, moist, rust -stained brownish gray, silty SAND, 'with gravel, organics, roots (SM). 2 Loose to medium dense, moist, brownish gray, silty fine to medium SAND, with gravel, trace cobbles (SM). 3 4 5 6 With organics, wood debris. 7 8 Weathered Vashon Advance Outwash Loose to medium dense, moist, reddish brown, silty SAND, with gravel (SM). 9 10 Bottom of exploration pit at depth 9.5 feet No seepage. No caving 11 12 13 14 15 16 17 18 19 Almark Lake Ballinger Edmonds, WA Associated Earth Sciences, Inc. ,a Logged by: JPL Project No. KE140073A Approved by: Fi`il 2/28114 LOG OF EXPLORATION PIT NO. EP-4 Th ared %A�soclated Earth Sciences, Inc. (AESI) for the named project and should be ad to 9 ==Itelploplo I terpretation. This summary agplies only to the location of this trench at the r, is 109 %folp 'o' 1"", time of excavation. Subsurface condi ions may change at this location wit the passage of time. The data presented are 0 a simplfication of actual conditions encountered. DESCRIPTION Topsoil Weathered Vashon Lodgement Till Loose to medium dense, moist, reddish brown, silty SAND, with gravel, roots (SM). 2 3 Vashon Lodgement Till Dense, moist, gray, silty fine to medium SAND, with gravel.(SM). 4 5 6 7 8 9 10 Bottom of exploration pit at depth 9 feet No seepage. No caving 12 13 14 15 16 17 18 - 19 - Almark Lake Ballinger Edmonds, WA Y Associated Earth Sciences, Inc. Logged by: JPL Project No. KE140073A Approved by: 0 R] 2128114 LOG OF EXPLORATION PIT NO. EP-3 CL ih! art the e e a ed b tA sociated Earth Sciences, Inc. (AESI) for the named project and should be r t f p r ' I e d togethe Ath tha rrtx 0 ig le interpretation. This summary applies only to the location of this trench at the - a s'og is p ry of ' po or c m e time Subsurface this location the time. The data a) 0 of excavation. nd c with passage of condiions may change at presented are a simplfication. of actual conditions encountered. DESCRIPTION Topsoil Fill Loose, moist, rust -stained brownish gray, silty SAND, with gravel, organics, roots (SM). 2 Loose to medium dense, moist, brownish gray, silty fine to medium SAND, with gravel, trace cobbles (SM). 3 4 5 With organics, wood debris. 6 Weathered Vashon Advance Outwash Loose to medium dense, moist, reddish brown, silty SAND, with gravel (SM). 7 8 9 Vashon Advance Outwash Medium dense, moist, brownish gray, fine to medium SAND, with gravel (SP). 10 12 13 14 - Bottom of exploration pit at depth 13 feet Seepage at 11.5 feet. No caving 15 - 16 - 17 - 18 - 19 - Almark Lake Ballinger Edmonds, WA a. q 9 Associated Earth Sciences, Inc. Logged by: JPL Project No. KE140073A I77�7 co Approved by. 2/28/14 I,-- GRAIN SIZEANALYSIS - MECHANICAL Date Sampled Project Project No. Soil Description 2/28/2014 Almark Lake Ballinger KE140073A Sand with gravel trace silt Tested By Location EB/EP No Depth 19.5' MS Onsile EP-3 Wt. of moisture wet sample + Tare Wt. of moisture dry Sample + Tare Wt of Tare Wt. of moisture Dry Sample Moisture % 322.35 Tare Wt 4 Wt 745.9 Rnprifirntinn Ponivirpmank -Sieve No. Diam. (mm) Wt. Retained (q) % Retained % Passing Minimum Maximum 3 76.1 . . . . . . . . . 0.0 100.0 2.5 64 0.0 100.0 2 50.8 0.0 100.0 1.5 38.1 0.0 100.0 1 25.4 4.9 1 95.1 3/4 19 ffiallft;;50001 ais 6.7 93.3 3/8 9.51 WfW0rX6W.M 18.7 81.3 #4 4.76 RM24.51638M.. 28.9 71.1 #8 2.38 36.3 63.7 #10 2 37.7 62.3 #20 0.85 2,10 47.2 52.8 #40 0.42 A- 69.3 30.7 #60 0.25 86.7 13.3 #100 0.149 92.5 7.5 1 #200 0.074 POWN-1 95.2 4.8 1 #270 0.053 Jig= 1 95.8 J, 4.2 1 100 80 60 LL C 1 40 IL 20 0 100 US STANDARD SIEVE NOS. 3" 314" NO.4 NO.16 NO.40 10 1 0.1 NO.200 0.01 Gravel Sand Silt and Clay Coarse F Fine Coarse Medium Fine Grain Size, mm ASSOCIATED EARTH SCIENCES, INC. 911 5th Ave., Sufte 100 KirMand, WA 98033 425-827-7701 FAX 425-827-5424 Root D ownspod CeftchBasln OWDM" Roof fbw Dourepod DRY WELL PLAN VIEW I NTS R oo(DovnsMU House Ooetflow — Stplash Block. . 10. flow RheMesh6aven (Wd DrelrO - 141 M11L . DW. WELL SECTION NTS M Wk C O*r of HM01 %oh f cappw Pv or Other nwm Topad Flushwfth Sutce 48 IrCh IDMM*t V"r- kd fille 111VT W&= Drain Rock I Figure A-5. Typical drywell (Figure 3A in Volume 1H of Washington State Department of Ecology's Stormwater Management Manualfor Western Washington [Ecology 20051) -Is- E�N May 13, 2014 Project No. K-E140073A Almark Corporation P.O. Box 14425 Mill Creek, Washington 98082 Attention: Mr. Mark Schmitz a s s o c i a t e d earth scie nces Subject: Response to City of. Edmonds Comment Lake Ballinger Residence 23729 76"' Avenue West Edmonds, Washington Dear Mr. Schmitz: RESUB MAY 3 0 2014 BUILDING DEPA14TMENT WN Of EDMONDS S am � W I a REET FILE As requested, this letter presents our response to a selected comment made in the "Storinwater" section of the City of Edmonds review letter, dated May 7, 2014. In their letter, City staff requested additional information regarding the proposed stormwater infiltration system. We have previously issued' our "Limited Subsurface Exploration and Infiltration Study" letter, dated March 20, 2014, for the subject project. The City's comment, followed by our response, is presented below: Stormwater: 3. Drywell is shown in the location of EP-2. Associated Earth Sciences, Inc. Limited Subsurface Exploration and Infiltration Study dated March 20, 2014 states that "The recommendations for on -site infiltration presented in this letter only pertain to the area around exploration EP-3 (page 3). The report goes on to say that "If the proposed on -site infiltration system is located elsewhere on the site, these recommendations do not apply and additional site investigation would be required " Please revise plans andlor provide additional informationfrom AssociatedEarth Sciences. For our review in preparing this letter, we have been provided with Sheet C2 ("Stormwater and Utility") prepared by Lovell-Sauerland and Associates, Inc., and dated April 1, 2614. This plan sheet shows a proposed 10-foot-diameter drywell to be placed near the southwest comer of the proposed residence, in the vicinity of exploration pits EP-2 and EP-3. The planned bottom elevation of the proposed drywell is 87 feet, approximately 9, to 10 feet below the existing ground surface. Kirkland Office 1911 Fifth Avenue I Kirkland, WA98033 P 1425.827.7701 F 1425.827.5424 Everett Office 12911 M Hewitt Avenue, Suite 2 1 Everett, WA 98201 P 1425,259-0522 F 1425.252.3408 Tacoma Office 11552 Commerce Street, Suite 102 1 Tacoma, WA 98402 P 1253.722.2992 F 1253.722.2993 www.aesgeo.com Lake Ballinger Residence Edmonds, Washinglon Response to City of Edmonds Comment As presented in our March 20, 2014 letter, exploration pits EP-2 and EP-3 encountered fill extending to depths of 6 and 8 feet, respectively, below the ground surface. Underlying the fill, exploration pits EP-2 and EP-3 encountered loose to medium dense, reddish brown silty sand with gravel, which we interpreted to be weathered advance outwash. Underlying the weathered outwash to the bottom of exploration pit EP-3, we encountered medium dense, fine to medium sand with gravel, which we interpreted to be Vashon advance outwash. Ground water seepage was encountered at exploration pit EP-3 at 11.5 feet below the ground surface. Based on our review of the provided plan sheet and our March 20, 2014 letter, we anticipate that the bottom of the proposed drywell will extend through the existing fill and into the outwash soils encountered during our exploration. Also, the depth between the bottom of the drywell (9 to 10 feet) and shallow ground water (11.5 feet) provides sufficient separation to meet the minimum of I foot required by the City of Edmonds. Therefore, it is our opinion that the currently -proposed location and depth of the drywell should be suitable for the storrnwater infiltration system -for the new residence. We appreciate the opportunity to be of service to you on this project. Should you have any questions regarding this letter or other geotechnical aspects of the project, please call us at your earliest convenience. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington Jeffrey P. Lautr, L.G., L.E.b. Senior Project Engineering Geologist Jon N. Sondergaard, L.G., L.E.G. Senior Principal Geologist May 13, 2014 ASSOCIATED EARTH SCIENCES, INC. Page 2 NOTICE: No warranty of accuracy. The information shown on the attached map(s) was compiled for use by the City of Edmonds, its Employees and Consultants. The City of Edmonds does not warrant the accuracy of anything set forth on these map(s). Any person or entity requesting a copy should conduct an independent inquiry regarding the information shown on the map(s), including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown. Neither the City of Edmonds nor its employees or officers shall be liable for the information given on this map(s), nor for any one representation provided based upon said map(s). CITY OF EDMONDS CIVIC CENTER — WATER. -SEWER DEpAp .TMENT Cali mospect 6-1107 w1jen work is ready for Inspection. (No luspec- SIDE SEWER PERMIT tl- Saturday, Sunday or holiday,.) N? 3274 ADDRESS ---------- OWNE& ------------- ARP ... q,�gale -------------------------------------------- ...... ------ ---------------------------------------------------- CONTRACTOR ........ Sewers Per"'sslon is granted -----------_------- A" ... 13 ....... ................................................... With City Sewers in accordance wi't" 19'"�-' for ------------------------ days to REPAIR or CONNECT a side sewer h application On file and governing ordinances. - ATTENTION IS CALLED TO THE FOLLOWING: NOTE No. I —The owners of the pro may obtain a Permit to Construct jtruny Id Do not cover an licensed Side Sewer Contractor must be employed to con e sewer in street area. sewer inside Property line. A �NOTE No. 2—Obtain fu Y Portion of sewer before it has been Inspected. 11 Information regarding Ordinance 11.16.030 and Regulations governing side sewers wh . en you get permit. E No. 3--Top of sid� Sewer Must have at least 30 Inches cove age at Property line and 12 No bends in grade sharper than 'A will be permitte r inches inside property line; minimum grade of 2%. NOTE No. 4—Trenches in street must ble water settled and surfa d. failure due to improper work which may develop w ce of street restored to original condition. Contractors shall be responsible for NOTE No. 5�—It Is unlawful to alter or do any other work than I ithin one year of completion. tenances except to insert the pipe Into the wye. s provided for in the Permit, or to do any work on the main sewer or its appur- The City of Edmonds APPLICATION for STREET FBI SIDE SEWER PERMIT w NEW CONSTRUCTION 15�� REPAIRS 0 EASEMENT No...... ..................................... -//0 /,, v CONTRACTO --�) OWNE .......................................... .. .............. PERMIT No ..13. 7 : . ..... R .......... R ADDRESS LEGAL DESCRIPTION: - ----- ................................ BLOCK No . ............................................ 0 1p NAME OF ADDITIO, ...... 0 0 Q -0 T—.4-7 ........ By .... 100 APPROVED MAY 13 1969 E� 0 Certificate of Occupanc Building Division This certificate is issued in accordance with the requirements of Section 111 of the 12 International Building Code certifying that at the time of issuance this single family residence was in compliance with the applicable -provisions of the codes and ordinances of the city regulating construction and use of buildings. Description: 64 - Single Family Residence New Site Address: 23729 76TH AVE W, EDMONDS Permit No: BLD20140323 Construction Type: VB Parcel No: 00488600000500 Owner: ALMARK CORP Occupancy Group: R-3/U PO BOX 14425 MILL CREEK, WA 98082 12/09/2014 UlBuilding-dfificial Date Issued POST IN A CONSPICUOUS PLACE QTP[="= Pil- III I i"J. 1Mf .0 0 1 YA4A -T %d . �jel --z .2- VAC. t. (90. 100 S 00 '0" w CON�RE v 41 LIVEWAY/ Y. GAS jsERVICE TO BE REMOVED 1) 6— - " ! "e (31" - . f -\' -,f "I CM - ----- 11 5J Co NEW 1* WATER METER ao J; I z AND SERVICE AT LOW G C.5 "0(1<s J EXISTING METER 98* i'd 87 P LOCATION 42 76.00, ALL Vis"'L59'D 'v- 0. r-L 0 P CD r, a 12.00, '7 ptw Hoos'e `ROOF 9862 AREA 2 ji 342 S F. WA. OF 79'. COVM,D > 190 PA770 11 OWNEFI/CONTRACTOR IS RESPONSIB FOR F I EFOSION CONTROL AND DRAINAG 96 NEW UNDERGROUND NEW 6 FT WOOD — COMMUNICATIONS LINES FENCE 3 SIDES C 09 'F." SCALE: 1"=2 L 0' 5' 10' 20' f V' Z 6 Appl, Cant shall, repairimple1c'Ll APP OVED AS NOTED i utRies or frontege irnprovaments in Cifty '17 �Vo* 0 _0 0 ht-of-way per C!'!,;tandards that is causeu BY E EERING x oc cui �; jurin'd tr - permitted project. I EX. CLEANOUT INV=92.0± SITE PLAN INFORMATION VERIFY Date: Li 11 LI C,1%??%RJZp or- S%M PROPERTY OWNER . & CONTRACTOR: �s -%sv- vwv- wk-TNA scmw LQT COVERAGE ALLMARK CORPORATION P.O.BOX 14425 91LU6. ft?- De.11\01-n*3 f-Q(UWV64-% FOOTPRINT - 2,146 SQ FT MILL CREEK, WA 98082 BUILDING HEIGHT CALCULATION COVERAGE 2,146+8,460=25.4% 425-508-1982 (ORIGINAL GRADE) REGISTRATION NO. ALMARC*385KN A=97.75 AREAS B=96.70 MAIN FLOOR 1,223 SQ. FT. SITE ADDRESS: C=96.06 UPPER FLOOR 1,503 SQ. FT. D=96,36 GARAGE 637 SQ. FT. 23729 76th AVENUE W. 386.87 + 4 = 96.72 AVE. ELEV. PORCH 87 SQ. FT. EDMONDS, WA - 98026 WALKWAY 21 SQ. FT. MAXIMUM HEIGHT = 96.72 + 25 =121.72 DRIVEWAY 892 SQ. FT. LEGAL DESCRIPTION: PROPOSED MAX. ELEVATION=11211.5 COVERED PATIO 190 SQ. FT. LOT 5, LAKE BALLINGER HOMES DIV. IMPERVIOUS AREAS NO. 4 ASSESSOR'S PARCEL NUMBER: PROJECT BENCH MARK HOUSE/EAVES/PORCH 2,342 SQ FT TOP OF MAG NAIL IN ASPHALT DRIVEWAY 892 SQ FT ROADWAY NORTH OF PROPERTY AS CONCRETE 21 SO, FT 00488600000500 SHOWN ON SURVEY BY DAVID WEST. TOTAL 3,255 SQ FT LOT 5 INFORMATION ELEVATION : 100.00 TOTAL LOT AREA - 8,460 SQ. FT. DATUM : ASSUMED LOVELL-SAUERLAND & ASSOCIATES, INC., 19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036 TELEPHONE: 425.775.1591 LSA FILE NO. 5456 DATE: 4-1-14 DRAWN: JTT DA TUM: AS-IUILT .0 MAC:T A 1p, loo L CONCREIE DRIVEWAY w 892 S.F. W, 4"", _pvc 96— - NEW 6 FT WOOD 15 V.. 4 'q —98— TO HOUSE moo, EXISTING 3/4- WATER LOW METER TO REMIAJN I CC 98-42 'd 1 2 NEW 6 FT WOOD 0) F'LOO, r< Is. ol 'P� TO HOUSE LITLINE I /V, 7 (!03 NE!Y 1;6usE BOT. IF' 98 62 F`0077� 6. ROOF AR,�,4 2C 9 12 BUILDING .342 S.F-. HE GHT IED IG� .1% ENVELOPE CF DEC 2014 010 k 19. ol 16.18' 16.0D. 001.Vft G C\f ENGINEER"' 99to 1 NEW 6 FT WOOD — M-As. FENCE 3 SIDES NEW UNDERGROUND COMMUNICATIONS LINES BUILDING SETBACK LINE 7.5' ALL SIDES V1, 96- Q '3 SCALE: 1"=20' a. lq- *20 EX. CLEANOUT 0' 5' 10' 20' NEW SSCO WITH VhOCKING INV-92. k CASTIRON LAMPHOLE VERIFY 7'bXAB) SITE PLAN INFORMATION COVER AT PROPERTY LINE PROPERTY OWNER & CONTRACTOR: LOT COVERAGE ALLMARK CORPORATION PABOX 14425 FOOTPRINT — 2,146 SQ FT MILL CREEK, WA 98082 BUILDING HEIGHT CALCULATION COVERAGE 2,146+8,460-25.4X 425-508-1982 (ORIGINAL GRADE) REGISTRATION NO. ALMARC*385KN A=97.75 AREAS B=96.70 MAIN FLOOR 1,223 SO. FT. SITE ADDRESS: C=96.06 UPPER FLOOR 1,503 SO. FT. D=96.36 GARAGE 637 SO. FT. 23729 76th AVENUE W. 386.87 + 4 = 96.71 AVE. ELEV. PORCH 87 SO. FT. EDMONDS, WA 98026 WALKWAY 21 SO. FT. MAXIMUM HEIGHT = 96.71 + 25 =121.71 DRIVEWAY 892 SQ. FT. LEGAL DESCRIPTION: PROPOSED MAX. ELEVATION=121.5 COVERED PATIO 190 SQ. FT. LOT 5, LAKE BALLINGER HOMES DIV. NO. 4 PROJECT RENCH MARK IMPERVIOUS AREAS ASSESSOR'S PARCEL NUMBER: HOUSE/EAVES/PORCH — 2,342 SQ FT TOP OF MAG NAIL IN ASPHALT DRIVEWAY 892 SO FT 00488600000500 ROADWAY NORTH OF PROPERTY AS CONCRETE 21 SO, FT SHOWN ON SURVEY BY DAVID WEST. TOTAL 3,255 SO FT LOT 5 INFORMATION ELEVATION : 100.00 TOTAL LOT AREA — 8,460 SQ. FT. DATUM : ASSUMED LOVELL—SAUERLAND & ASSOCIATES, INC., 19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036 TELEPHONE: 425.775.1591 LSA FILE NO. 5456 DATE: 5-19-14 DRAWN: JTT r 1) A TUM: / 7 14, AS-IUILT 77 S�2-0 -77 ev, 100 - - CONC fE 0 DRIVEWAY w / -892 S.F. 4� A Z ix W W22 go— - - - - - - - A yl -co 96- - NEW 6 FT WOOD -98- TO HOUSE I cv EAlQIING 3/4* WATER METER TO REMAIN Low 98. 2 NEW 6 FT WOOD 6 d uTu 00 01 TO HOUSE L --j House 80-r 9 6 '3' ROOF '0077NG 9612 BUILDING 'q . RC,4 2 , .342. S.F. I I SECEIVED HEIGHT ENVELOPE 010 a 19. DEC 16.18' oar. co"ft Ai7o 0, CIV 190 up, NEW 6 FT WOOD 9A0 'cv FENCE 3 SIDES NEW UNDERGROUND COMMUNICATIONS LINES zkp BUILDING SETBACK LINE 7.5' ALL SIDES �A, lb .6, SCALE: 1"=20' 5 EX CLEANOUT 0' 5' 10' 20' NEW C TH ll;�LOCKING INV-92.0* �/ CASTIRON LAMPHOLE VERIFY 7*D/(AS) SITE PLAN INFORMATION COVER AT PROPERTY LINE PROPERTY OWNER & CONTRACTOR: LOT COVERAGE ALLMARK CORPORATION P.O.BOX 14425 FOOTPRINT - 2,146 SO FT MILL CREEK, WA 98082 BUILDING HEIGHT CALQULATION COVERAGE 2.146+8,460=25.4% 425-508-1982 (ORIGINAL GRADE) REGISTRATION NO. ALMARC*385KN A=97.75 AREAS B=96.70 MAIN FLOOR 1.223 SO. FT. SITE ADDRESS: C=96.06 UPPER FLOOR 1,503 SQ. FT. D=96.36 GARAGE 637 SO. FT. 23729 76th AVENUE W. 386.87 + 4 = 96.71 AVE. ELEV. PORCH 87 SQ. FT. EDMONDS, WA 98026 WALKWAY 21 SQ. FT. MAXIMUM HEIGHT = 96.71 + 25 —121.71 DRIVEWAY 892 SQ. FT. LEGAL DESCRIPTION: PROPOSED MAX. ELEVATION1=121.5 COVERED PATIO 190 SQ. FT. LOT 5, LAKE BALLINGER HOMES DIV. NO. 4 PROJECT BENCH MARK IMPERVIOUS AREAS ASSESSOR'S PARCEL NUMBER: HOUSE/EAVES/PORCH — 2,342 SO FT TOP OF MAG NAIL IN ASPHALT DRIVEWAY 892 SQ FT 00488600000500 ROADWAY NORTH OF PROPERTY AS CONCRETE 21 SO, FT SHOWN ON SURVEY BY DAVID WEST. TOTAL 3,255 SQ FT LOT 5 INFORMATION ELEVATION : 100.00 TOTAL LOT AREA — 8,460 SO. FT. DATUM : ASSUMED LOVELL-SAUERLAND & ASSOCIATES, INC., 19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036 TELEPHONE: 425.775.1591 LSA FILE NO. 5456 DATE: 5-19-14 DRAWN: JTr I�A4 L . I y DA TUM: -MAGNAIL ASPH. LL L V. 00. 00 (A,-" 0 v 100 BRIC PIPF CON REfE .6 �.s DRIVEWAY 892 S.F. W".1 96— .. 4 96— - CIV -98— NEW 6 FT WOOD 15 TO HOUSE Y, EXIMING 3/4' WATER METER M REMAIN Low GE 98 4d NEW 6 FT WOOD 0 / PLOOR 01 M HOUSE All skfeS 4e 6.� L I '7 1 Ivew- - i HOIJSE c I FF 98 SOT. POO 77� 62 ROOp AREA G 96.12 BUILDING s.F� r, HEIGHT ENVELOPE 01,10 0 19. 0. be"A 16.18' d coveft "vc Igo aPlio 98LO pro NEW 6 FT WOOD AA16 FENCE 3 SIDES 96 0Q NEW UN RG OU COM UNI ATI NS jr, BUILDING I SETBACK LINE I 7.5' ALL SIDES 4 It cr-d CFco N J+ 96- IQ cI; SCALE: 1"=20' '20 A�Esuia M 15 A EX. CLEAN 0' 5' 10' 20' NEW SSCO NTH 1 'L I INV-92.0*7 MAY 3 0 2014 CASTIR LAMPHOLE VERIFY I SITE PLAN INFORMATION COVER AT PROPERTY LINE BY PLANNANG BUILDING DEPARTMENT PROPERTY OWNER & CONTRACTOR: AP OVF- CITY OF EDMONDS LOT COVERAGE ALLMARK CORPORATION m P.O.BOX 14425 FOOTPRINT - 2,146 SQ FT MILL CREEK, WA 98082 BUILDI HEIGHT CALCULATION COVERAGE 2,146+8,460=25.4X 425-508-1982 (ORIGINAL GRADE) REGISTRATION NO. ALMARC*385KN A=97.75 AREAS B=96.70 MAIN FLOOR 1,223 SQ. FT. SITE ADDRESS: C=96.06 UPPER FLOOR 1,503 SO. FT. D-96.36 GARAGE 637 SQ. FT. 23729 76th AVENUE W. 386.87 + 4 = 96.71 AVE. ELEV. PORCH 87 SQ. FT. EDMONDS, WA 98026 WALKWAY 21 SQ. FT. MAXIMUM HEIGHT = 96.71 + 25 =121.71 DRIVEWAY 892 SQ. FT. LEGAL DESCRIPTION: PROPOSED MAX. ELEVATION1=121.5 COVERED PATIO 190 SQ. FT. LOT 5. LAKE BALLINGER HOMES DIV. NO. 4 IMPERVIOUS AREAS ASSESSOR'S PARCEL NUMBER: PROJECT BENCH MARK HOUSE/EAVES/PORCH - 2,342 SQ FT TOP OF MAG NAIL IN ASPHALT DRIVEWAY 892 SO FT 00488600000500 ROADWAY NORTH OF PROPERTY AS CONCRETE 21 SO, FT SHOWN ON SURVEY BY DAVID WEST. ENdfkEERING DTVMFbfQ FT LOT 5 INFORMATION ELEVATION : 100.00 A P \T/ S NOTED TOTAL LOT AREA - 8,460 SQ. FT. DATUM : ASSUMED tn Date: WPejIL4 LOVELL-SAUERLAND & ASSOCIATES, INC., 19217 36TH AVE. W., SUITE 106. L ' WA �98036 te;a TELEPHONE: 425.775.1591 LSA FILE NO. 5456 DATE: 5-19-14 DRA : C14�b _6020114 0 5Z�3 FILTER FABRIC - SECURED TO 2' X 2' 14 GA, WIRE FABRIC EQUAL 2' X 2' WOOD OR EQUIVALENT 8'- 12' M_ IS PLACE 3/4'-1.5' WASHED GRAVEL IN THE TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE. �D j CU CONTRACTOR/ DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL. M M ,;�, *,5�00- FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. WIRE MESH SUPPORT FE TO SUPPORT FILTER FA BURY BOTTOM OF FILTER MATERIAL 8' TO 12' ,fl UAV 2' X 2' WOOD POSTS OR EQUIVALENT CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. OF EDMONDS STANDARD DETAIL FILTER FABRIC FENCE FILTRATION SYSTEMS DATE 7/24/01 1 SCALE NTS I DWG NO. E1.1 MIN, RADIUS QUARRY SPALLS 2-4' MIN DIA 8'-12' MIN. DEPTH k1f *THIS SITE DOES NOT CONTAIN SUFFICIENT AREA TO PROVIDE FULL LENGTH ENTRANCE. ±25' WILL BE PROVIDED FRON EDGE OF EXISTING ROADWAY TO FRONT OF NEW RESIDENCE PROVIDE FULL WIDTH OF INGRES3/ EGRESS AREA CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE DURING THE CONSTRUCTION PERIOD. CITY INSPECTION REQUIRED ON ALL EROSION CONTROI MEASURES BEFORE WORK CAN BEGIN. qlas 0— 199 CITY OF EDMONDS REVISIONS STANDARD DETAIL ROVED_BY DATE A GEBERT 10/6/03 STABILIZED CONSTRUCTION ENTRANCE DATE 7/24/01 SCALE I DWO No' E1.2 NTS Q� Z U_ i MK A6 7;N! C� &ff. OA&1800NO S80'20'1,5,, 7 7� ... ....... I �V CU 100 .......... BMP#C123 PLASTIC COVERING AT STOCKPILES(TYP.) NEW 6 FT FENCE 3 SI PH 01 NEW 0 FT WWD TO HOUSE 'SrOCKPILE) )OD .S 96 J BUILDING SETBACK LINE 7.5' ALL SIDES ::1 -2 Q0 *20 < kU _7Z� ALL L-X!-`0%z;3-_-D SURFAM TM BE COVERE-D. WITHIN 2 M3 CWNIEFW,Oi`�! Ti PTV`T0'a. IS F0Fj ETIO�`1101�� 00,11',111-iOL Al,@ D,` `41NAGE UTILITY CONFLICT NOTE THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY U11LITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. LEGEND ry_y_�\ @D CLEARING LIMITS _X 8 FILTER FENCE (STD DETAIL E1.1) TION (STD DETAIL E1.3) INLETPROTEC Zfll 0 INSTALL INLET PROTEC11ON UPON INSTALLA11ON OF NEW CATCH BASINS.. CONSTRUCTION ENTRANCE TO BE LOCATED AT NEW DRIVEWAY LOCATION -QUARRY SPALL ENTRANCE PER EDMONDS STANDARD DETAIL E 1.2 CONSTRUCTION SEQUENCE 100 Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (lD,MT,ND,0R,WA) 1. ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING INSPECTOR (771-0220 EXT.1326) TO SET UP MEETING. 2. CALL FOR UTILITY LOCATIONS (1-800-424-5555). 3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN. 4. FLAG CLEARING LIMITS. 5. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, E1.1, E1.2, E1.3, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. 6. CLEAR SITE PER THIS PLAN (DEMO, ROUGH GRADING). 7. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA REQUIREMENTS AND MAINTAIN DUST CONTROL. 8. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, GAS, ETC.). 9. CONSTRUCT NEW RESIDENCE. 10. FINAL GRADE/PAVE, MAINTAIN OB PROTECTION. 11. LANDSCAPE, HYDROSEED AND MULCH ALL EXPOSED AREAS. DISTURBED AREAS SHALL BE COMPOST -AMENDED. 12. REMOVE ESC DEVICES ONCE'PERMANENT SITE STABILIZATION MEASURES ARE INSTALLED. APPROVAL BY CITY REQUIRED, PRIOR TO REMOVAL OF ESC DEVICES. CER11FIED EROSION 'AND SEDIMENT CONTROL LEAD (CESCL) CONTRACTOR SHALL PROVIDE A DOE CERTIFIED CESCL WHO SHALL BE AVAILABLE AT ALL TIMES. EROSION AND SEDIMENT CONTROL (ESC) NOTES 1. ESC MINIMUM REQUIREMENT - C014STRUCTION ACCESS ROUTE CONSTRUCTION VEHICLE: ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED NTH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS: ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). 3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES: ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOS11ION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS. 4. ESC MINIMUM REQUIREMENT - MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL 5. ESC MINIMUM REQUIREMENT - OTHER BMPS: AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMP'S TO MITIGATE THE EFFECTS INCREASED RUNOFF SHALL BE APPLIED. 6. ESC MINIMUM REQUIREMENT - UNDERGROUND UTILITY CONSTRUCTION: THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING: A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS; B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT NTH SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES; C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS); D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING; E. DAILY CLEANUP AND STREET MAINTENANCE. .03"TREET FILE APPROVED FOR CONSTRUCTION i CITY OF EDMONDS DATE: 1=l\IGLtsIl`=EE3Il\IGz 01111 ION (77 11%E AS NOTE=D Date: 1� BY- 'T CITY 01#ING DEIP�RTMENT EM OEM ME= Lovell— Sauerland & Associates, Inc. Engineers/Surveyors/Planners Development Consultants 19217 36th Avenue W. Suite 106 Lynnwood, WA 98036 phone: (425)775-1591 e—mail: info@lsaengineering.com web: Isaengineering.com Uj I W W W IL 0 Cn W z W a n n Q) C�3 QL 0 ry Qt� �7 0 0 4% 0 z ry < Ld I 0 Ld 0 F__ 0 C� V) U) n < C_� 0 r) LLJ V) 0 0 1 1 0 0 0 0 U) SCALE AS SHOWN DRAWN CHECKED SHEET J.T.T. J.T.T. DATE F.B. C1 4-1-14 PFN oF2 LSA FILE NO 5457 RESUR MAY 3 0 2014 BUILDING DEPARTMENT CITY OF EDM,,:)pi)6- GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - 2014 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. CONTRACTOR SHALL RECORD ALL APPROVED DEVIA11ONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLE11ON AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 3. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION LO AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE 7 (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. ic 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 5. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE NTH THE RECOMMENDA11ONS OF THIS REPORT. 6. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLA11ON OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 7. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 8. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. iE� 9. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 10. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT L RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN 3tu APPROVAL FROM THE FIRE MARSHAL. DRAINAGE CONSTRUCTION NOTES 1. ALL ROOF, SURFACE AND FOOTING DRAINS SHALL BE CONNECTED TO CB#2 AND THEN DIRECTED TO THE DRYWELL AT THE SOUTHWEST CORNER OF THE HOUSE. 2. FOOTING DRAIN CONNECTION TO DRYWELL SHALL BE AT A MINIMUM 1 FOOT LOWER THAN THE BOTTOM ELEVATION OF THE LOWEST FOOTING. 3. PIPE MATERIAL: UNLESS CALLED OUT OTHERWISE ON THIS PLAN, ALL STORM DRAIN PIPE MATERIAL SHALL BE PER C.O.E. APPROVED MATERIALS LISTS MM-1, MM-2 & MM-3. CONSTRUCTION SEQUENCE 1. ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING INSPECTOR (771-0220 EXT.1326) TO SET UP MEETING. 2. CALL FOR UTILITY LOCA11ONS (1-800-424-5555). 3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN. 4 . FLAG CLEARING LIMITS. 5. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, E1.1, E1.2, E1.3, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. INTERCEPTOR SWALE SHALL BE INSTALLED PRIOR TO SITE GRAD ING/CLEARI N G. 6. CLEAR SITE PER THIS PLAN (DEMO, ROUGH GRADING). 7. CONTRA . CTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA REQUIREMENTS AND MAINTAIN DUST CONTROL. 8. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, GAS, ETC.). 9. CONSTRUCT NEW RESIDENCE. 10. FINAL GRAIDE/PAVE. 11. LANDSCAPE, HYDROSEED AND MULCH ALL EXPOSED AREAS. DISTURBED AREAS SHALL BE COM POST -AM ENDED. 12. REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZATION MEASURES ARE INSTALLED. APPROVAL BY CITY REQUIRED, PRIOR TO REMOVAL OF ESC DEVICES. STORMWATER CLASSIFICATION WORKSHEET INFORMATION:- 1. PERMEABLE PAVEMENT PROPOSED = 0.0 SF 2. IMPERVIOUS AREA TABLE (SEE TABLE ON THIS SHEET) 3. TOTAL AREA OF LAND DISTURBING ACTIVITY=8,000±SF 4. EARTHWORK QUANTITY: EXCAVATION=250±CY; FILL=250±CY; TOTAL=250±CY 5. PROJECT WILL NOT CONVERT 3/4 AC OR MORE OF NATIVE VEGETATION TO LAWN OR LANDSCAPED AREA 6. WATERSHED=CREEK OR LAKE BASIN=LAKE BALLINGER 7. PROJECT CLASSIFICATION: CATEGORY 1 SMALL SITE IMPERVIOUS AREA TABLE TYPE AREA (SQUARE FEET) NON -REGULATED 0 EXEMPT REGULATED REPLACED 0 0 NEW (POST 1977) + 0 TOTAL REGULATED IMPERVIOUS AREA 3,255 TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S) 0 REGULATED AREA NOT YET MITIGATED 3,255 AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUESI = 1 3,255 AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES1 = 1 0 Iff, 0AUL80MEW MELIHO .,!,S_80-20'15" 100 - j ........... CONCRE Cb -100 DRIVEWA 892 S.F. 8'-4"PVC 0 1.5% - P S. D. C. 0. TOP=97.8 INV=94.5 NEW 6 FT WOOD TOHOUSE EXISTING 3/4- WATER C.B. 1 LOW METER TO REMAIN TOP=97. INV=94.8 n ("ARACC 98-42 Ch I NEW 6 WOOD TO HOUSE 0) pLOOR I OU7L, /v 1.0. S. D. C. 0. TOP-98.0 INV-95.0 lZoo- L_ DOWNSPOUT AND - � -1 v � -7 lvc�f W6usE. ALL DISTURBED AREAS ON AND aor FF, 98 -62 OFF SITE SHALL BE COMPOST F'007-INC AMENDED TO MEET Roop 96.12 AREA 2,342 S.F.. I / I REQUIREMENTS OF BMP T5.13 IN THE STORMWATER MANUAL. 72'-4"PVC 0 ix VOL V, CHAPTER 5 2 58'-4*PVC 0 1X 97.8± 19.00. t� 441 00EXIT TINO-V=94.0-ROOF 14) INV=94.0-FTG. (40 - (Z-, I 16.0r" COOEZ V:.Ao 190 arPA710 /I I NEW 6 FT WOOD UAS S. D. C. 0. FENCE 3 SIDES TOP=97.0 9 INV=94.42 10' DIA DRYWELL 6' DEEP PER - FIGURE A-5. EDMONDS 4"PVC Ol NEWUNDERGROUND DEVELOPMENT HANDOUT E72 I COMMUNICA71ONS LINE� BOTTOM OF ROCK=87.0 TO 98.0 TOP OF ROCK=95.0 U TOP OF PVC CLE:ANOUT=97.1 IN 95.0 INV 93.5-4" NORTH 0 BL SETBACK LINE JILDING 7.5' ALL SIDES 0 4z 1201 EX. CLEANOUT INV=92 0± NEW SWO W117H liUMNO VERIFY CASTIRON LAMPHOLE , COVER AT PROPERTY UN�Ej, ur or"cimea rvicnmr-, SEWER TERAI (FROM PROPERTY LINE TO CITY MAIN): CONDITION MUST BE VERIFIED BY PUBLIC WORKS DEPARTMENT. CONTACT EDMONDS SEWER DIVISION AT 425-771-0236 J ACCEPTABLE TIGHTLXiE MATERIAL 8Dm 35 SCH 40 N -12 F910 HANG091 FRAMEAND GRATE I I/ q .VATER & SEWER INSPECTIONS RF-CfD ()pLL 425,771-0220 EXT- 11-Vo NEW IMPERVIOUS AREAS HOUSE/EAVES/PORCH - 2,342 SQ FT DRIVEWAY 892 SQ FT CONCRETE 21 SQ. FT TOTAL 3,255 SQ DRYWELL SIZING (FROM TABLE 5 EDMONDS DEVELOPMENT HANDOUT #E72 B) TOTAL IMPERMOUS AREA X 2.4% = BOTTOM AREA 3,255 X 2.4% = 78.12 SQ. FT. 10' DIA. DRYWELL = 78.6 SQ. FT. (LONG TERM INFILTRATION RATE PER ASSOCIATED EARTH SCIENCES, INC. REPORT DATED MARCH 20, 2014 IS 2 INCHES PER HOUR 4" REMOVABLE PLUG h. 1" VENT HOLE 2� TO INFILTRATION TRENCH 4" PVC FINE MESH SCREEN TYPE 1L CATCH BASIN #1 & 2 SEPARATOR TEE DETAIL NOT TO SCALE 4" FACTORY TEE I F- �(m -p IN v0f r" (Z(� bt) G pf VA A T� CAI -CA bow IC7 "Lltez-9 LEGEND 0 C8 CATCH BASIN -ofp UTILITY POLE 0 YE) YARD DRAIN 0 SDCO STORM DRAIN CLEANOUT ED wm WATER METER 0 ssoo SANITARY SEWER CLEANOUT -SD- STORM SEWER LINE m wv WATER VALVE SS- SANITARY SEWER LINE W - WATER LINE ASPHALTIC CONCRETE PAVEMENT E - ELECTRICAL LINE CEMENT CONCRETE PAVEMENT T - TELEPHONE LINE G - GAS LINE UTILITY CONFLICT NOTE THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. Cotob bit,:,,Nn Or q _77 Rod Dovmpad� - DRY WELL PLANVIEVI 8: oof Davnspml. me C. Mob B 64i In Call 2 Working Dap Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) m: APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY. CITY BUILDING DEPAR7MENT Q) C�d QL, ry ry Q� Lij 0 LL_ ry 0 V) bi 1q_ 7r ry 0 0 V) U) m < 0 0 c) L.Lj Li I , V) 0 0 11 0 0 0 U) 0 -q- V) RESU9 MAY 3 0 2014 BUILDING DEPARTMENT CITY OF EDMONDS 97.8± 19.00. t� 441 00EXIT TINO-V=94.0-ROOF 14) INV=94.0-FTG. (40 - (Z-, I 16.0r" COOEZ V:.Ao 190 arPA710 /I I NEW 6 FT WOOD UAS S. D. C. 0. FENCE 3 SIDES TOP=97.0 9 INV=94.42 10' DIA DRYWELL 6' DEEP PER - FIGURE A-5. EDMONDS 4"PVC Ol NEWUNDERGROUND DEVELOPMENT HANDOUT E72 I COMMUNICA71ONS LINE� BOTTOM OF ROCK=87.0 TO 98.0 TOP OF ROCK=95.0 U TOP OF PVC CLE:ANOUT=97.1 IN 95.0 INV 93.5-4" NORTH 0 BL SETBACK LINE JILDING 7.5' ALL SIDES 0 4z 1201 EX. CLEANOUT INV=92 0± NEW SWO W117H liUMNO VERIFY CASTIRON LAMPHOLE , COVER AT PROPERTY UN�Ej, ur or"cimea rvicnmr-, SEWER TERAI (FROM PROPERTY LINE TO CITY MAIN): CONDITION MUST BE VERIFIED BY PUBLIC WORKS DEPARTMENT. CONTACT EDMONDS SEWER DIVISION AT 425-771-0236 J ACCEPTABLE TIGHTLXiE MATERIAL 8Dm 35 SCH 40 N -12 F910 HANG091 FRAMEAND GRATE I I/ q .VATER & SEWER INSPECTIONS RF-CfD ()pLL 425,771-0220 EXT- 11-Vo NEW IMPERVIOUS AREAS HOUSE/EAVES/PORCH - 2,342 SQ FT DRIVEWAY 892 SQ FT CONCRETE 21 SQ. FT TOTAL 3,255 SQ DRYWELL SIZING (FROM TABLE 5 EDMONDS DEVELOPMENT HANDOUT #E72 B) TOTAL IMPERMOUS AREA X 2.4% = BOTTOM AREA 3,255 X 2.4% = 78.12 SQ. FT. 10' DIA. DRYWELL = 78.6 SQ. FT. (LONG TERM INFILTRATION RATE PER ASSOCIATED EARTH SCIENCES, INC. REPORT DATED MARCH 20, 2014 IS 2 INCHES PER HOUR 4" REMOVABLE PLUG h. 1" VENT HOLE 2� TO INFILTRATION TRENCH 4" PVC FINE MESH SCREEN TYPE 1L CATCH BASIN #1 & 2 SEPARATOR TEE DETAIL NOT TO SCALE 4" FACTORY TEE I F- �(m -p IN v0f r" (Z(� bt) G pf VA A T� CAI -CA bow IC7 "Lltez-9 LEGEND 0 C8 CATCH BASIN -ofp UTILITY POLE 0 YE) YARD DRAIN 0 SDCO STORM DRAIN CLEANOUT ED wm WATER METER 0 ssoo SANITARY SEWER CLEANOUT -SD- STORM SEWER LINE m wv WATER VALVE SS- SANITARY SEWER LINE W - WATER LINE ASPHALTIC CONCRETE PAVEMENT E - ELECTRICAL LINE CEMENT CONCRETE PAVEMENT T - TELEPHONE LINE G - GAS LINE UTILITY CONFLICT NOTE THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. Cotob bit,:,,Nn Or q _77 Rod Dovmpad� - DRY WELL PLANVIEVI 8: oof Davnspml. me C. Mob B 64i In Call 2 Working Dap Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) m: APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY. CITY BUILDING DEPAR7MENT Q) C�d QL, ry ry Q� Lij 0 LL_ ry 0 V) bi 1q_ 7r ry 0 0 V) U) m < 0 0 c) L.Lj Li I , V) 0 0 11 0 0 0 U) 0 -q- V) RESU9 MAY 3 0 2014 BUILDING DEPARTMENT CITY OF EDMONDS THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. Cotob bit,:,,Nn Or q _77 Rod Dovmpad� - DRY WELL PLANVIEVI 8: oof Davnspml. me C. Mob B 64i In Call 2 Working Dap Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) m: APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY. CITY BUILDING DEPAR7MENT Q) C�d QL, ry ry Q� Lij 0 LL_ ry 0 V) bi 1q_ 7r ry 0 0 V) U) m < 0 0 c) L.Lj Li I , V) 0 0 11 0 0 0 U) 0 -q- V) RESU9 MAY 3 0 2014 BUILDING DEPARTMENT CITY OF EDMONDS bi 1q_ 7r ry 0 0 V) U) m < 0 0 c) L.Lj Li I , V) 0 0 11 0 0 0 U) 0 -q- V) RESU9 MAY 3 0 2014 BUILDING DEPARTMENT CITY OF EDMONDS