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303 SKYLINE DR.PDFiiiiii I iiiiiiii 13135 303 SKYLINE DR 040 040 j /o. — 7� 112 TAX ACCOUNT/PARCEL NUMBER(�/ BUILDING PERMIT (NEW STRUCTURE):_720JO COVENANTS (RECORDED) FOR: CRITICAL AREAS: DETERMINATION: F] Conditional Waiver Study Required E] Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER):-/ f 7 -7 5 2 WZe, zfo PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: 2 SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT LATEMP\DST's\Fomis\Street File Checklist.doe %— �' - - — I BUILDING DEPARTMEN Applicart Fill Zo N I, 770713 PERMIT APPLICATION Inside H ... y Lines JOB NAME OF BUSINESS) ADDRESS 0 NAME (OR LOT &A p&iyt— McC-aQqHhO LEGAL LOT 12� , V li�yes Cl NO 1352- T R ' REET /W ExisriNG sTntLr Ri. S4 FT. CEFICIENCY THIS PROPERTY o CITY _7C'"O"E NUMBER OMP. PLAN ST. RIW S 4- REMARKS NAME U It td A DRESS ICH r CITY ITELEPHON9 NUMBER STREET AND/O UTILITY WORK RLO'D. /W PERMIT REQUIRED Z < ete T7Lr C1 YES 43NO YES INAIE .—UND WIRING REO-O. ONO ADCRESS U TYPE CONNECTION JVCRI SAN M4ky SM=R 0 No rl(T.) < M CITY TELEPHONE NUMBUR -EPT'C SvSTEM 0 ve S APPV-0 BY CITY ENG. I PERMTT NUMBER Z IN-N 0 0 EMARKS U -9-TATE —LICENSE NUMBER CITY LICENSE NUMBER Legal Description Of PrOpOfty (Show Below or Attach F0 METZ. SIZE I U LO-G SU-11 S.Za W Z 0 .600/7/C'4 To par 51 SIGN AREA ENV. REVEW ADB NO. U C ALLOWE PROPOSED C MPLETE EXEMP`r W j REMARKS VARIANCE OR CU "FVIrw By T [.P�TIMG YARDS / EAR�LOT COVERAGE' 0 (FRONT SIDE 15**R 0 NEW ..S....TIAL .AS LINE FIRE ZONE 01 111STRUC-ION N..-RZ:!5I.r.TIA1J0 SIGN F� -ZEZ' IT—E . --r-: -Al*, VOOF JHIEIGHT 973 , "0' i I A-- R " TAINING IN" SPECI^ L �' CCTOR REQUI RVO -�CUPANCY JOCCUPAN U�r LOAD WALL 0 V-0 Ej ALTER 0 EXCAVATE FENCE OR FILL U—FT) YES PLAN CHECK THIS SITE IS LOCATED IN THF CITY —1 . LOCAL SALES TA ! OF EDMONDS x PR. REPAIR I -M ... SWIM r INSP. SHOULD BE CODED 31.04. NUMBER OF BER OF RrKV Z LLING rs W -j;—ArUil'� F WORK TO BE DOMF TU 't J 1714- Qtw IW 17A4UATION F e r —PO Z PR 0 5 tf6 U S E PLAN CHECK :i� a Z. NO. '0 -0 PLOT PLAN (INDICATE BUILDING SETBACKS. a: AGUTT:NG STREETS) BUILDING W PLUMBING Id > M HEAT & GAS LINE ed FENCE SIGN RETAINING WALL SWIMMING POOt.. TOTAL AMOUNT DUE I hemby acknow!edge that I have read thi5 application; that the in- formation given is correct: and that I am theowner.or the duly author- ized agent of the owner. I agree to comply with city and state laws reg'.1- ATTENT;ON APPLICATION APPROVAL lating construction; and in doing the work nuthorizcd thereby, no person walbeempluyed in,iulaLion ofthe Labot-Code cfthe State ofWashington THIS PERMIT This application is not a permit relating to Wcrkmen's Compeantion Insurance. AUTHORIZES until signed by the Budding Gffiwial or NOTE: Permit limit One Yetir(r�xcept WiMOLITIONS and FILL ONLY THE his Deputy; and feet, are paid, and PERINUTi without conditional us� rermit, -hich �ball be completed in 90 WORK N�TED receipt is acknowledged in space pro. days; MOVENN RUILDLNGS sLiall be potpolEted in si) month�.) — INSPECTION vided. .1 SIGNATURE JOWNER O;'A - A 71-, Mr,7 T ?KA'ftl Re A/bv 7, 19,77 CIT MIS EomOIN IS jV07*r.- Applican, Llubjert to Plan Chcck Rc 775-2525 This Permit coven work tu be done on private proparty ONLY. Any construction on the pulaiic domain (curbs, sidewalks, driveways. ORIGINAL - File YELLOW - Insp-ctor U marque.e.s. etc.) will requite separate rermission. GOLD - Assessor PINK - Owner 47� - - 57w-1 770" P� 43 4Y ij, li� ; 1. -f ` tg.ot. I — j A ILI tl 0 ............. FIG CITY Of EDMONDS Civic Center - Edmonds, Washington 98020 Finance Department REET FILE Mr. Harvey McCaughan 311 2nd re5eVS. #101 Kirkldn'd, W�( 98033 CITY OF EDMONDS CIVIC CENTER - EDMONDS, WASHINGTON 98020 * (206) 775-2525 FINANCE DEPARTMENT Harvey & Sharon McCaughan 303 Skyline Drive Edmonds, Washington 98020 Mr. & Mrs. McCaughan: LARRY S. NAUGHTEN MAYOR April 30, 1987 Yesterday we discovered that through a direct illegal connection to the City's main water line on Skyline Drive, your residence at 303 Skyline Drive has obtained water from the City of Edmonds. According to our records a water meter was not installed when the home was built in 1977/78. By Harvey McCaughan's own admission he took over construction responsibilities after the home was approximately 50% completed. In light of this, Harvey McCaughan would be considered to be the general contractor and responsible for the water meter installation, or lack of installation in this case. Since both or at least one of you have resided in the residence since construction, the City of Edmonds looks to you for payment of the following charges: Water $830.20 Sewer 674.18 Meter & Installation 290.00 Utility Tax 50.90 Total $1,845.28 The attached schedule provides details of the charges. It �is our understanding the house will be sold today and you will be residing in rental units. Because of the circumstances, the City of Edmonds looks for full payment before Monday, May 4, 1987, 5:00 pm, or the City Attorney will proceed with legal remedies on Tuesday, May 5, 1987, under authority provided by State Statute RCW 35.21.290 and City Ordinances 7.30.050 and 7.10.180. Please be advised that it is a misdemeanor to connect with a city line without a permit and to accept water from a city line without payment. 'oe 4!7z� !Arthu J. Housler Bobby Mills Administrative Services Director Public Works Superintendent AJH/km Attachment cc: Mayor Larry S. Naughten Scott Snyder, City Attorney Billing.Period # of Months 01/01/79 05/31/80 17 06/1/80 11/30/80 6 12/01/80 02/28/81 3 03/01/81 12/31/81 10 01/01/82 12/31/82 12 01/01/83 04/30/83 4 05/01/83 12/31/83 8 01/01/84 04/30/87 40 Water & Sewer Service Charges Harvey & Sharon McCaughan 303 Skyline Drive For The Perios 1/1/79 - 4/30/87 Bi-Monthlv Rate Water Sewer Tax on Water $9.50/48t $7.00 6 3/4% $5.00/81t $13.68/25t 8 1/4% $5.00/81t $13.68 8 1/4t $11.10/66t $13.70 6% $10.13/86t $14.91 6% $10.13/86t $14.91 5 3/4% $9.34/86t $14.91 5 3/4% $8.38/86t $14.91 5 3/4% Subtotal Note - Charges were based upon bi-monthly use of 1,000 cubic feet. Bi-Monthly Charge Water Sewer Tax Total $121.55 $59.50 $8.20 $189.25 $39.30 $48.54 $3.24 91.08 $19.65 $20.52 $1.62 41.79 $88.50 $68.50 $5.31 162.31 $112.38 $89.46 $6.74 208.58 $37.46 $29.82 $2.15 69.43 $71.76 $59.64 $4.12 135.52 $339.60 $298.20 $19.52 657.32 $830.20 $674.18 $50.90 Meter & Installation 290.00 Total $1,845.28 AH043073/TXTKDM25 APPLICATION The City of Edmonds for EASEMENT NO - -------------------------------------------- SIDE SEWER PERMIT NEW CONSTRUCTION REPAIRS LID NO. .- .............. . ASMT. NO - ------------------ 6WNER .... ....... - --- -------------------------------------- CONTRACTOR ---------- .... PERMIT NO. JOB ADDRESS .... --- -------- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO . .............................. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NAME OF ADDITION ........ V --- -------- .......................... 7 ------------- alta ar", c lu �.lu, dhu IL x r-.j J APPLICATION for I e Cury o lirlu" S SIDE SEWER PERMIT EASEMENT NO - -------------------------------------------- NEW CONSTRUCTION ��EPAIRS F� LID NO. - ---------------- - ASMT, NO - ------------------ OWNER ............ ---- -- -1. E-7 ............... CONTRACTOIL Say -------- -0 -------- ------ ------------------ PERMIT NO.e, LEGAL DESCRIPTION: LOT NO . ......... t,.S'Z ................... BLOCK NO - ----------------------- JOB ADDRESS .......... -------- - --------- -- - -- --- ---- ------------- ............................................. , ................................ ------------------------------ ------ ............................... NAME OF ADDITION ---- IV --- ------ -- -- ------- ................... ......................................... fi7yF APPLICATION ,he City_ of d s EASEMENT NO . ........................................ SIDE SEWE'R-PERMIT U'CT ON REPAIRS NEW CONSTR" I LID NO . .................. . ASMT. NO . ................. CONT " Tk PERMIT NO OWNER .... JOB ADDRESS ............ LEGAL DESCRIPTION: LOT NO . ......... 6.Z ................... BLOCK NO . .................................... NO. ........................................... ...... ............ ................................ ...... NA . ME . OF ADDITIO N ...... -ra on m 1 1/7 5 E: PE S1 MOMS;, FED SM Elt MIT,, Ti! ENT NO . ............................................ WATI qT . .................. ASMT. NO . .................. LIn V IS PERMN ............. PERMIT NO.e, h�5Z ortion the �'fol r aid.' js,ew,er i.pections,'BFFORIC coy�!Lpg,.�! "y 'p of construCtion.% .�e,proyided,withln,24 hours after requst.li* Sun., or holiday In! BLOCK NO . .................................... j ................... . . .. ................. �qe � -IF7 . -,-1-I *�** ...... * ........ * LiDCAIMON.bi� ........ ......................... p 'Y XY 8 'Lot No. . ............... . ............ FA 0.,,...E.mer.Ad' Hills - ----- .... .. ...... ............ ................ .......... . .. . .................. . .......................... AAL D . ..... X7e ... . ..................... . .................... ............... ....... . .......................... . .......... . ................... 1.'.l .............. .............. 7 AAM ............ ..................... .............................. . .. . ........... ............................................ /OR V r BUILDER.... ............. . .......... ,ro]&'S ........................ ............................................. .... .. ..................... . 1..": .1 .�_ - *,... . I!. - .. . . I . I.- , r:,� .:.- and/or 6nnection of a side sewer to i;h'e`40t�. sanitary,sewerr .......... . ... . ............ 9... j for repair aewrftuoe'wtth City.of Edmonds ordinances.. I is CALLED -T�! ;4ilE F0i.�6WiN'G:' -:jne owners, , out'he pr6perty may obtain a permit to construct sewer Inside property line. A licensed Side Sewer Contractor i�ust be employed !t'o construct old 'sewe of sewer before It has been inspected. a r in.streetr arre& !Do, not cover, any portion �_All -of-wa, -of-Way Permit obtainable from the City Engineer's office. performed In city �rlght v requires an Invasion of Right --Obtain full Information.regarding Ordinance 11.26.030 and Regulations governing side sewers when you get permit. -m-Top of.'sldiI sewer miat' - havet, at�,le"L:30 Inches coverage at property - line and 12 Inches Inside property line; rninlmum� grade. of 2%. No bec�ds 16. sharper than %: will be permitted �Trenches in street * miut'be, water, settled and ffurfa�e of street restored to original condition.. 'Contractors shall be responsible for falluie'due -to Imprope work L WhICb'm&YL dei",wIthAn;*ue i year of completion. 4 .1 —It Is,unlawful tI Aber,work then. Is provided for In the permlt�' or to do any work on the main sewei;or'lts appurtenances e�c�pt' to' in saft the pipe Into- ths�,wya�,� y 4 OVED, Date ...... . ... Date ..... 7 --- - - -7 --------------- I Y*'. By ............... .... .... ....... "By. . .. . .................... . ........ . ........... 7 ............. ....................... ks: ..... . ................. ............................... ............ . .......................... . ........... ...... . .. . .. . .................................. .. .............................................................. . ... ....... .... . .... . . .. ....... ... ... . .. .......... .................... . ....... . .. . .. . ............................................. ... .... Nw, Check BEFORE you dig for: Water er of Firm Performing Construction PRIOR To Request For InspectiQll"' -that the side sewer s liation constructed under thii permit hereby Certify I of the City of Edmonds. ............. this ... ........ ddS y 0 ..................... . .. . .. . Dated ................... Gas 0, Telephone[], ec wer Sewer Other Approved: DATE............................................ By ............................................................ 11/75 7 APPLICATION -0. or - flt.' --Z .,,/he City of Edmonds EASEMENT NO . ............................................ SIDE SEWER -PERMIT NEW CONSTRUCTION REPAIRS LID NO . ................ :�—_ASMT: NO . ................ OWNER .... .. ....... _V .. ..................................... CONTRACTOR .......... , .......... PERMIT NO. JOB ADDRESS .... � �.k, - -., t � I . w %:'CK NO. LEGAL-- DESCRIPTION: LOT NO . ......... ................... BLOCK NO . .................................... ................................................................................................... ..... . ................. ............................. cir ...... ...... ........... ... . . .... ......... -NAME OF ADDITION ........ V_ ...... ...... H11-1i . ........................................ ... ...... .. ... . . ............. . .. ........... ... .. ...... ...... I ..... ......... ....................... .... . ....... ... ...... ............ ..... ........ ........ ........... . . .. ...... ................. ...... ........ ...... �,;AMJ . .......... . ...... ....... .......... . .... .. ..... . . ..... ...... ....... im wlit' 3i l conzirc t —",;? '7- i 14 ".wer niut iam-r, U—f! j4 ;h r- No wra, in k!" raa jurf�, 0.1 ',-ar 0. p.,f.pj, M dU! tG V 'Tt 0 .. .......... . .. ....... .. . ........... . ................ . .... .... ... ..... ...... . ......... ...... .. ............... .. ........ . ... ..... ....... .......... K ... ....... . .... ......... ------ 'Ifel, 't -1.� e. rb ej dA, -_ ; —1: . — . .1-4 � . '; I .... .. ..... .V,4tzv AL ved: Appr;", ................. D... ..... Alt .............. By ... REPORT OF UNIT NUMBER: 17 C I T Y o f E 0 1.1 0 N D S - - - - P 1) 0 L I C W 0 R K 5 D E P A R T ?i E N T WATER/SEIIER DEPARTMEUT -- DAILY VEHICLE WORK REPORT 'A /,-) f DATE: ::I z g: WEATHER: JOB ADDRESS 0. '7- Ghl- 3n3 4 A p- TIME IN Q 5Q2A/A/Z:Fc-7- TIME OUT A. TRUCK USED MILEA6E VoKE EMPLOYEES NAME AQ�; WORK ORDER N11MBER 1 -114 ca 0 JOB ORDER NUMBER A I d5 C-)1-74A) L, 42 C4 MI A/ Q)� X jt:A:-�r &)Ot /4-P 17-A, EQUIPIAENT USED 57- zVAM, #F(-A-5 --21 �:Zlg HATERIAL OSED )2�;Zt- 30 PS7- DESCRIPTION OF WORK AND REMARKS 8/16/72 a ^ ME oc� � �\ C. .# t . . , I., Cit y* of Edmon* RIGHT-OF-WAY CONSTRUCTION PERMIT Permit Number. e? /r7 n2&?C/— Issue'l)ate: q 'w7,�P - q�! a A. Address or Vicinity of Construction: - 30S SKYL I NL DR I VE GTE to place, 0 te, and maintain a buried service . .Peral in C 111-11 4 ades-1 located at 303 Skyline in lype o kv� aF� "F* .11V I �11 - 14 11 — Drive then suuth to a resi&e—ncelb 303 Skyline Dr,_Jve. GTE to plow 65 feet, dustl one driveway and push no road, R.0 W- Footage fu feet. Marilyn tiolm9ren, Permit Coordinator Contractor: UTE tiorthwest Incorproated Contact: -Chuck Roberts 4k5/77'1-9036 mobile 425/365-13bB 2312C W Casino Road Mailing Address: Everett. WA 98204-1440 Phone: 14arilln 425/710-0786 or 488-1628 State License #: Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. n Commercial [J Subdivision E] City Project [Ig Utility (PUD, GTE, WNG, CABLE, WATER) n Multi-Famil I y [] SingleFamily 0 Other 2100-9POOIDB 642310 INSPECTOR: INSPECTOR: Rig F. Pavement or Concrete Cut: 0 Yes EINo G. Size of Cut:, -_ — x H. Charge�,$ Please see attached ;ketc�. APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application to hold the City of Edmonds harmlessfrom injuries, damages, or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs and attorneyfees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC- TION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREETPATCHIS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT Two sets of construction drawings of proposed work required with permit application. A 24 hour notice is required for inspection. Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut trench work shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the arope stavll available on sitehilail tides Signature: C understand the permit requirements and the pink copy of the permit will be -L)avi d Squires Date: or// 3A 7 or Agent) Sec f4gr-Access Uesign I f IAL-A-DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: TIME AUTHORIZED: VOID AFTER DAYS SPECIAL CONDITIONS: tvA RIGHT OF WAY FEE: .319 DISRUPTION FEE/FUND I 11: RESTORATION FEE: T OTAL FEE, RECEIPT NO.: ISSUED BY-: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div 1997 LFGEND PERPIT SUBMITTED- BY GTE 363 PEDS, 0 POLES 0 ROAD BORES OVERHEAD LINES 1.0. UTILITY POTHOLE 7-1 UG TRENCHING ---UCT"-- ,655-"� 6, Cgo j f, 35 s; j7le wa ---------------------------------- EOP Id.&Mr - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �la - - G 00 4v z p co CUTS, 'c-D .r, 890 99 CITY OF EDMONDS 250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works a Planning * Parks and Recreation * Engineering CERTIFIED MAIL September 17, 1992 Kirk Greene 303 Skyline Drive Edmonds, WA 98020 LAURA M. HALL MAYOR Isr/?4�4'P/Qt- RE: PROBLEMS WITH VENTING OF YOUR PLUMBING FIXTURES Dear Kirk Greene: PETER E. HAHN DIRECTOR The City's sewer cleaning records show that the home at this address is experiencing problems with the venting of some of your plumbing fixtures when the City crew is conducting cleaning operations of the City sewer line in front of this address. The Ci ty's cleaning operation is essential for both you and your neighbors. It cleans debris in lines to prevent plugs, prevents corrosion and potential future collapse, and achieves a better flow characteristic in the public sewer lines. We need to do this often -- perhaps even 3 times a year -- in some critical areas. The City's cleaning operation typically involves the utilization of a high pressure water jet. The problem which occurs at the home is the result of a high pressure surge through your internal plumbing system. A, properly constructed plumbing system is designed to easily vent this additional pressure without any visible impact at your residence. An undersized venting pipe (or not having enough vents) cannot handle the pressure surge, and the only release that's available is then through your toilet (or another fixture). The Uniform Plumbing Code typically requires a 2" vent, and further requires a separate vent for each plumbing fixture which is connected to the sewer (a toilet, a sink, a shower). Your home may not have an adequate venting system (you either have a 1-1/4" vent, or not enough of them), and you therefore may continue to experience the pressure surges or you may be experiencing a plugged vent. The City does not have a choice as far as discharging its responsibility in cleaning the public sewer line. It is therefore up to you to take corrective measures as to how to improve your own venting system. The City has come up with two options that will remedy your problem: Option 1: Upgrade stack vents for toilets and other fixtures I which are experiencing problems to required sizes. Incorporated August 11, 1890 0 0 Page 2 Option 2: Install a clean -out outside of house per attached specifications. Enclose box so it can vent properly when excess pressure is put on house lines. This option would be the cheapest and simplest way of correcting this problem. At the same time, it would allow access to sanitary sewer lines if stoppage should occur. This vent clean -out would allow a place for backup in lines to go before entering your house and causing costly damage. The City would appreciate your expeditious cooperation in this matter. The City must continue proper maintenance of its sewer lines, but we obviously do not wish to see continued problems occurring on your property because of poorly designed vents. A plugged vent will be your responsibility to correct these deficiencies. We cannot keep notifying you each time we come out to clean the line. It' s up to you to have a plumbing system that conforms to code. Option 2 is a relatively simple one to construct. 5hould you have any questions on these options, please call Everett Akau, Scott Highland or myself at 771-3202, extension 317 or 318. Sincerely, Q_W �6&0 Ron Holland Water/Sewer Supervisor Enclosure SE/VENT/TXTSEWER x x -Pv C- A s V-0-4.,e� ;Z) X P V(— q �5' Zbei I X 5 r 156t )) y P[bJ. CV pvc "�,e pk vK o -4- Y'n c 4et- ap4i-%-Pr� - c4A olk "\T,#) -k* C�-�j C- Liz ly "PVC. p7PR CA101W cc-JpV�5 ? V 1) � le- A P 000. 1 9'x A I r S-1-i I-V o C-1 "1/6 Orlrl� 40 5.44 v rs Pec"L.=, 00MOT B/It GIq I 0 0 DkV6 HO*CONSULTING ENGINEER, INC. e Geotechnical Engineering * Material Testing * Construction Quality Control Inspection 9 GEOTECHNICAL SOIL INVESTIGATION SWIMMING POOL PROJECT Edmonds, W ' ashington Our Project Number 8812 February 22, 1988 Prepared For Mr. Jim Burns P.O. Box 75015 Seattle, Washington 98015 1.0 INTRODUCTION 1.1 GENERAL As requested, a representative of Hong Consulting Engineers, Inc., accompanied you on February 17, 1988, to inspect the subsoils in the area of a proposed swimming pool development at the above address. 1.2 SCOPE OF WORK The purpose of the geotechnical investigation is to: a) determine the subsurface soil conditions of the pool site. b) analyze the foundation support for the proposed pool. Excavation and shoring recommendations are not part of this study. 2.0 AUTHORIZATION Authorization to proceed with this study was received verbally from Mr. Jim Burns. 3.0 GEOTECHNICAL INVESTIGATION 3.1 SURFACE CONDITIONS The residence is located near the top of the bluffs above Edmonds, Washington, and faces west, toward Puget Sound. The pool site is positioned in a small level area of grass on the south side of the residence. A retaining wall rises to the east of the pool site, up to street elevation. To the west, the property slopes down to the top of a rockery wall. A drainage/utility swale bounds the south edge of the property. 3.2 SUBSURFACE CONDITIONS 3.2.1 Soil Exploration Program The soils were exposed in two hand excavated holes. One deep hole was located near the top of the slope at the west end of the pool site. The second hole was a shallow one, dug at the east end of the pool area. Logs of the soils found in the two holes are attached, Figures I and 2. The holes were excavated by personnel of Jim Burns' company. 3.2.2 Soil Stratigraphy P.O. Box 596, Lynnwood, Washington 98046 * (206) 743-4774 0 0 Two soil types were found in the test holes, as follows: Fill The slope is underlain by deep fill soils. The fill consists of loose to medium dense brown sandy silt, with some gravel and cobbles. The fill appears to have been derived from on site native till soils. The fill is approximately 6 feet deep in HH-1, but only 2' deep in HH-2. Till The fill was placed over medium dense to dense, native weathered till soils. In HH-1, the interval between 6' and 7' shows an abundance of roots, including thick cedar roots. In our opinion, the fill on the slope may have been placed over a site that had been stripped, but not grubbed. Below the root zone, in HH-1, the till is dense yellow brown sandy silt, with gravel and cobbles and occasional mottles. In HH-2, the weathered till is mottled gray and yellow brown sandy silt. 4.0 CONCLUSIONS AND RECOMMENDATIONS 4.1 INTRODUCTION AND SUMMARY It recommended that the pool structure be supported on spread footing foundations. The foundations should be poured directly on the dense, native weathered till; all fill and rooted, organic bearing native soil should be removed from beneath footings. Complete recommendations for foundation parameters are set forth in Section 5.2. We understand that the contractor intends to design the pool structure in such a way that it is structurally supported on the footings. In this event, the fill soils need be removed from the foundation excavations only. 4.2 FOUNDATION PARAMETERS Foundations should be stepped up from at least 9 feet deep on the west, to 18 inches beneath the design pool depth on the east side of the pool, following the surface of the na- tive dense weathered till. No fill or organic bearing soil of any sort should be allowed to remain beneath any foundation excavation. a) The bearing capacities of the subsoils are as follows: We recommend an allowable net bearing capacity of 3000 psf for the native, dense, weathered till. Any structural fill beneath the pool slab, which has been compacted to 95% of the Modified Proctor maximum dry density, should support an allowable net bearing capacity of 2000 psf. b) Minimum footing widths of 1.5 and 2.0 feet are recommended for the strip and square footings, respectively. c) Footing excavations should be finished in a neat condition. Any soils within the footing excavation which have become softened or disturbed by being exposed to inclement weather, should be removed. All footing bearing surfaces should be tested and verified for the recommended bearing capacities by a geotechnical engineer. 4.2.1 Floor Support Considerations The pool slab should either be structurally supported, or may be constructed on native 0 0 weathered till and compacted structural fill. inches of f ly—drainigg gravel or sand .. _Lr-ce q- �e_ and gravel with less than 1.5% fines should be placed under the slab. Vis u n iE0_u_1dbe placed over the gravel layer. A subdrainage system is required beneath the pool structure, to prevent boyant forces from developing under the pool. The subdrain should be daylighted. 4.3 RETAINING WALL PARAMETERS 4.3.1 Foundation Wall Pressure All concrete foundation walls which are fixed at the top and bottom act as rigid retaining walls below the ground surface. Assuming that the backf ill soils are in an at rest condition, such walls should be designed to withstand lateral earth pressures calculated on the basis of an equivalent fluid weight of 50 pcf, plus any additional surcharge loads anticipated within a distance equivalent to the height of the wall. A schematic diagram of a concrete retaining wall is presented in Figure 3. If such walls are designed as cantilever structures, the active earth pressure should be cal- culated at an equivalent fluid weight of 35 pcf., plus any additional surcharge loads an- ticipated within a distance equivalent to the height of the wall. It is recommended that the retaining wall foundations should be cast at least one foot into the dense, weathered, native till. 4.3.2 Retaining Wall Backfill Requirements All retaining walls should be provided with a back wall drainage system as shown in Figure 3. 4.4 COMPACTION STANDARDS Native, in situ weathered till should be proof rolled to a uniform dry density of 95% of the Modified Proctor maximum dry density (ASTM D 1557). Native, dense till supporting floor and footing structures requires no special compaction. Each layer of structural fill should be compacted to a uniform dry density of 95% of the Modified Proctor maximum dry density (ASTM D 1557). It should be tested for compaction as construction progresses. The procedure to achieve the proper density of a compacted fill is dependent on the size and type of compacting equipment, the number of passes, thickness of the layer to be com- pacted, and some soil properties. When the size of the excavation restricts the use of heavy equipment, smaller equipment can be used, but the soil must be placed in thin enough layers to achieve the required compaction. Generally, under compacted soils are the result of poor workmanship or of soils being com- pacted at an improper moisture content. Soils with a high degree of silt or clay may easily become too wet, or coarse grain soils become too dry for maximum compaction. Silty or clayey soils with a water content higher than the optimum must be dried as necessary. Sprinkling is sometimes required to wet a coarse grained soil to its optimum water content before compacting. 5.0 CLOSURE This soil investigation program was designed and conducted in accordance with generally accepted engineering standards. Experience has shown that programs planned and executed by these standards reveal with reasonable regularity soils that are representative of subsur- 0 face conditions throughout a site. The analyses and recommendations contained in this report are made based on the assump- tion that the soil conditions encountered in test excavations are representative of actual conditions throughout the subject site. However, experience has also proven that subsoils can vary quite radically over small distances. Inconsistent conditions can occur between test excavations, and not be detected by a geological study. If, during construction, subsur- face conditions are encountered which are different from those predicted by the results of this investigation, this office should be notified so that we can review these variances and reconsider our recommendations wherever necessary. Such unexpected conditions frequently require an additional capital expenditure in order to attain a properly constructed project. Therefore, some contingency funds should be made available to cover these potential extra costs. This report is prepared for the exclusive use of the owner's design engineers and the ar- chitect for specific application on this project in accordance with generally accepted soils and foundation engineering practice. No warranty, expressed or implied, is made. In addi- tion, geotechnical supervision is recommended during the construction phases to ensure that a safe, high quality construction is attained. Should any questions arise, please contact this office at your convenience. If you have any questions regarding these recommendations, please call us. Sincerely, a W-- - --%%o 0 Stephen H. Evans, Sen. Eng. Geol. f WASAI % 0, 0, 04 Sa H. Hong, P.E., President, -.013 Hong Consulting Engineers, Inc. IS- *000 & SI, 0000-016 '044 L 0 0 DEPTH (fee t SOIL DESCRIPTION w CL GROUND WATER CONDITION MOISTU'RE CONTENTO/o SPT RESISTANCE 10 20 30 40 50 6070 2 3 4 5 6 7 8 9 Medium dense brown fine sandy SILT: some gravel, cobbles (Fill) Medium dense brown sandy some gravel, abundant roots, char- coal, cedar wood, large roots. (Native rooted zone) Dense yellow brown sandy SILT: el and cobbles, Trace gray gmroatvt1'es, Trace clay. (Till) End of Hole FIGURE 1 PROJECT Jim Burns Swimming Pool DATE 2-17-88 LOGGED BY SFE_ ELEVATION DEPTH 81 HOLE NO. HH-1 SHEET of 0 0 DEPTH (fast) SOIL DESCRIPTION W -i GROUND WATER CONDITION MOISTURE CONTENT 0/9 0 SPT RESISTANCE A 10 20 30 40 50 60 70 2 — 3 — 4 Loose to medium dense brown sandy SILT: some gravel, cobbles; abundant roots at 1.5' (Fill) Medium dense 'mottled Yellow brown and ray sandy SIL some gravel, cobJes. (Weathered Till) End of Hole FIGURE 2 PROJECT Jim Burns Swimming Pool DATE 2-17-88 LOGGED BY SHE ELEVATION DEPTH * 31 HOLE NO.. HH-2 SHEET of 1 0 TO BE USED AS A GUIDELINE ONLY DOWN SLOPE IMPERVIOUS CAP COMPACTED BACKFILL OF 't :0. FREELY DRAINING SAND AND GRAVEL, 18" MIN. "b PERFORATED DRAINAG �E PIPE: MINIMUM DIAMETER 4r , WRAPPED WITH FILTE:jR FABRIC EXTERIOR WALL DAMP PROOFING FLOOR SLAB VISQUEEN VAPOR BARRIER LEVELING COURSE OF FREELY DRAINING SAND AND GRAVEL, 6" MIN. PEA GRAVEL BACKFILL- MIN. 12" COVE FOOTING DEPTH AT W. MIN. 4" BEDDINM$___ LEAST 18" BELOW BASE WEEP HOLES PLACED ON 3'---""" OF FLOOR SLAB. CENTERS, WITH I" MINIMUM DIAMETER NOTE: 1. BACKFILL. SHOULD BE COMPACTED IN AC- CORDANCE WITH COMPACTION STANDARD SPECIFIED IN THE PROJECT. 2. DRAINAGE SAND AND GRAVEL SHOULD BE UNIFORMLY GRADED AND FREE FROM FINES. 3. PERFORATED LINE. SHOULD BE COVERED WITH PEA -GRAVEL OR SHOULD BE WRAPPED WITH FILTER FABRIC. 4. PERFORATED LINE SHOULD BE DAYLIGHTED AND SLOPED AT LEAST 4 INCHES PER 100 FEET. 5. DAMP PROOFING SHOULD BE PROTECTED FROM SCRATCHING DURING BACKFILLING PROCEDURE. 19 CITY OF EDMONDS ASSET INFORMATION SHEET 02/NEW ADDITION RETIREMENT ASSET NO ADDITION TO ASSET NO. - DESCRIPTION SERIAL NO. LOCATION DFT NO * * PURCHASE ORDER NO. PURCHASE ORDER DATE COST B.A.R.S. ACCOUNT NO. Is ESTIMATED LIFE PROJECT NUMBER PROJECT COMPLETION DATE COST INITIATED BY DATE APPROVED BY "SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST *SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY P/DEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT Ag- VERIFIED BY S T FILE G.L. ENTRY REFERENCE DATE &P) INITIAL PROCESSED BATCH NO. CORRESPONIX CE ITUTEr IFFICE DX-E 44 -:L9-F!r 7 MILLS S'J E3 3 VL;6 HAD An o r-' At 60 -00 N D cusTorisle- ct) i T-74 r N 0 In Ar r ,( S 649 a INS7ALI- C'( - V tr p R�ze,4(rZS .4W�> 770 Me 4�jj= lLLC--Crr4" �y 1-4001<-" - C LA.3 Fl 5 Tv r-tA<P- r-3 V C- m EA-F-w- C. r Uje 1�j S LA) tog"< %lutjce LIF-F- LJ'LL-� r-sB?4_j 5, T'R UCTq 0 ti 04 av VERBAL C)ADERS D - ON'T GD-� --pS FCRM 0 0 0 N A ILI j 4% Wsting 15 44 A$ , Z 0 Ism AM tim Mon- lat Assessor SL 1 "07 Z -InAw, Description- 'ZI Date.. -1f3 site �fttxi%' inid ..0.. Hydnntt ad todrir4`,�, Fin OD& Size Detii&AAM SN"MO.- 43 k :3: WatW Maw,Chwp Re Ok^ bt �OMp R_q PAVLW Date Sep HA Date SOPO" Reqde: It Permit No. Smiti�y."-#-'tiise'Alv"a"'ilabiiityf Proj.', File No. Side AmdDmuty—:[Kl��Ty Sanituy SrAw C=wytion Fee Reqd. :3: Date /Z Cn Open, Dit&"� E&�L% _Reqd. Culvert Ri�d.' Size c4 Catch Basin Reqd. Indicate on Site Plan 0 Shoulder drainap modntain collection on swale open rmoff to �bnhole reqd.—A/,g. Indicate on Site Plan Soil Canditiam and Crotmd Water Field Checked Review by Date X1//- X--ZZ Revised: lvlO-1977 MAX WORKS DEPAR TST M10". BUILDING PERNIT REVIEW. b, FC.-P. I i ML Street Ri&lit-of-Way Existing, -.-.v a '4% 9144 A$ .Z Access Easements Existing_ IMEQP p4 Utility Easement Existing REQP WV A t� Lot Per Subdivision ago= P Assessor Map_=_ 14 11a Site Plan Checked for Ac a cy�: A ill-7-7 Z Underground 14iring Reqd. Check Accuracy of Legal.Description !� 1-7 -7 Z Review by Date If -'�n Existing Water Main Size Water Main Required Service Line Required Hydrant Size Existing 94 Hydrant Reqd Per Fire Code Size Detector Check M�--ter Reqd. Cross Connection Inspection Fire Department Conuents Water Meter Charge Reqd.O�Zoo*o Review by. Date C8 Septic Tank Design Approved Date Septic Tank Permit Reqd. Permit No. Sanitary Sewer Availability Proi.—PLA;r- Drawing No. File No. Side Sewer Availability, IV X--oAltv Sanitary Sewer Connection Fee Reqd. :3: Review te IIZ&-7-7 Open Ditch Existing Reqd. Culvert Reqd. Size c4 Catch Basin Reqd. Indicate on Site Plan 0 Shoulder drainage maintain collection on swale open runoff Manhole reqd. Indicate on Site Plan Soil Conditions and Ground Water Field Checked Review Revised: MO-1977 Page 2 Street Paving Reqd. Curb -and Cutter Reqd. Sidewalk Reqd. C=b Cut f or Driveumy Reqd. 04 Right -of -Way Construction Permit Bond Reqd. for Public Inprovements Street Name Sign Reqd. AIAKI Other Signing Reqd. &&� Pre Permit Site Inspection made on t z 0 BY: SEWER WATER P4 z STREET ENGINEERING 00 '4 Special Requirenients listed in memo to Com=ity Development Department, Building Division BY Date > o All items filled in an Building Permit Application P4 BY I jbhj Date Drawings Stanped and Notations Made P4 BY -ON Date <4 Approved by Public 'Works Department Revised: 1v 10-1977 CITY OF EDMONDS PUBLIC WORKS DEPARTMENTj ENGINEERING DIVISION APPLICATION FOR RIGHT-OF-WAY CONSTRUCTION THIS PERMIT MUST BE AVAILABLE.AT THE.JOB SITE FOR INSPECTION PURPOSES. Applicant to Complete Parts A and B A.- Permit to be issued to: C5 NN In n-1 For Work at :(address or vicinity) 1 41 Type of Work to be done: Ar oev-10,"A i% (attach drawing when applicable) Time Required -- Start: 0\ Finish: owner: \A QAf %Je. fq\4 C a eX r\ Name NJ Qo Mailing Address r_ M,0 nj Z - L4 -Z LA I City State Zip Telephone Number 0 Contractor: - Name Qn(ozo A\J&,t.0Vn Mailing Address City, State Zip Q I tv\ C �6�Q N State -License Number 07 _�,s - OS6--s - C1 3 -?- _S<,:> Telephone Number . NO WORK TO BEGIN PRIOR TO PER11IT ISSUANCE INDEMNITY: Applicant understands and by his signature to'this application, agrees to hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the applicant or the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs, court costs,, and attorney fees by reason of.granting this permit. Upon issuance of this permit, the contractor is responsible for workmanship an d materials for a period of one year following,the final inspection and acceptance of the restoration by the Engineering Division.' Funds held from -the Security Deposit (estimated restoration fee)'will be held until the final street patch is completed, at which time a debit or credit will be processed for issuance to the applicant. Work is subject.to inspectioq.and restoration in accordance with City Code.' 24-hour notice is required for-in.spection by Engineering. Call 775-2525., ext.'22'0. I understand that this permit must be Available at the job site for inspection purposes at all times. Signature: Date: Q� CA Owner or Agen TO BE COMPLETED BY ISSUING AGENCY: Date Issued:,,s�yo-7e! Permit No.: Fee: Security Bond: Time Authorized: APPROVED BY r 1 0 1 11 1. -.11- "1" D a t e :,,gg :&2_:7 to A DATE - 14-1 -11 HEXO'j� Yding Division — =unity Development Department pp.0 C 1180A�j Division 11C.Norks Department 41% 4C LP Nr OfW%M I SUBJ Y rwr the subject,building permit application, we have 10114wing comments: 11, "Q Y id nit 0 of the location of any s I n' tructure with respect t .-.,,UUlMes I streets, property lines and driveway grades is th ib rellpons ility of the contractor. 1 41 Ontractor is Teguired to keep the abutting streets clea 1. Mt and debris caused by the construction. ed..o N. 131, 'A "RiAk"o'f-WRy Construction Permit" is required, from the li'k I Ill. gincerMg Division of Public Works, for any work within ".X th LEMblic Right-of-Ifty or public easement-. -aft"iloge not to.exc6ed 14%. 3� 0 e n - 4i 771 4- TO M UJOW&GAMMOi (address) . . . . . . . . . . . . . . ............. MN 4SO dsftnjt� 9S 4 S- �Vk. -1 .. Z e�y IkE QD Asses ta Plat . sor,Map.�� Ala- 1-7 Z cription. e Dat Z ;j, 04 AAA Size Do" Reqd.,'�I-WO . . . . . . . . . . . 4 4 t2l: Wa Date Date SeparaQ -- -------------- 7 'G.V Permit No. Sep "'ZO W 9�.ZW PLA7 Sanitk 'Llity! ile No. ty P4 S uwy- sbnt; diine, tion Fee Reqd. �a-- Revbe4 Date 't 'no d. M U __Req Size cul r4 Catch Basin Re4d-,�O',Lld,',A, Indicate an Site Plan 0 Mmldei maintain collection on swale open runof 1-bnhole Indicate on Site Plan Soil Conditiona and Ground Water Field Checked Review Date ZZ,/- �EZ2 Revised: MO-1977 PLANNING DATA SINGLE FAMILY RESIDENTIAL I=STREET Name: SiteAddress: -�o -2, 51,�� Da,te: /o Plan Check (06 L19 Project Description: Otc, Ck(QAU\7r Reduced Site Plan Provided: (0/ NO) Zoning: S- E AvrZt, Map Page: Corner Lot: (YES (DO I Flag Lot: (YE S &03 Critical Areas Determination 9:rP.4 2 = 9 C—VL S C— O —Study Required 1:1 Waiver SEPA Determination: V—Exempt El Needed (for over 500 cubic yards of grading) 0 Fee 0 Checklist 0 APO List with notarized form Required tbacks Str Sid pe: -7.5- Side: 5' -7. 5- Re ActualSetbacks 6(acA- Street: Side: -7. Side: 52 —FRear- El Detached Structures: El Rockeries: C1 Fences[Trellises: El Say Windows/Projecting Modulation: V—stairsq� 0 0 Height Datum Point: atum Elevation: Maximum Height Allowed: Actual Height: Other Parking Required: Parking Provided: Lot Area: 131/ 30 3 Maximum Lot Coverage: 35% Proposed: 2- Lot Coverage Calculations: c& c- -37 0 -7 ADU Created: (YES Subdivision: cl- -t-V Legal Nonconforming Land Use Determination [ssued: (YES NO) Cofnments Plan Review By: *6 �, /,� /�O Plam" Data Form 04 -11 -06.dm RANSOM P--� N C-lKWa4( 5- PC> Zone �5— 1.2- Comer Fla&_ �etbacks Reauired Actual Front C-- 30 30r Sides 7-a-7.5-- 2- /9 Rear &V Other * HeiWt z< r,r C& ( �u\p' Lt, L cIr-D 10 29110. c; IN 0 D.., 1111 J. w I Ac a 2 113 c "F lb All . � .. 0 jr �j LEOMm, Mw4MM RECEIVED SEP 2 7 2007 BUILOING DEPT.