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18-100476 7 Building - Single Family Community CityDeve tit_ Permit #:1&100476-00-SF 33325 8th Ave S Federal Way,WA 98003 Inspection Request Line: (253)8354050 Ph:(253)835-2607 Fax(253)835-2609 Project Name: HDN PROPERTIES 1 LLC Project Address: 27610 27TH AVE S Parcel Number:516000 0070 Project Description: NEW-Installation of a 1680 sqft manufactured home on single family lot. Owner Applicant Contractor Lender HAU NGUYENHDN PROPERTIES HAU NGUYENHDN PROPERTIES BERWICKS MANUFACTURED OWNER IS LENDER 1,LLC 1,LLC HOME SERVICE INC PO BOX 3734 PO BOX 3734 PO BOX 1563 FEDERAL WAY WA 98063-3734 FEDERAL WAY WA 98063-3734 PUYALLUP WA 98371 Census Category: 113-New Manufactured/Factory-Built Home,ON LOT Includes: #1 #2 #3 #4 Occupancy Class: R-3 Construction Type: Occupancy Load: Floor Area(sq.ft.) _ Additional Permit Information New/Additional Sq.Feet-1st Floor 1680 New/Additional Sq.Feet-2nd Floor 00 New/Additional Sq.Feet-3rd Floor 00 New/Additional Sq.Feet-Basement. 00 New/Additional Sq.Feet-Deck. 00 New/Additional Sq.Feet-Garage 00 New/Additional Sq.Feet-Other 00 Is this an Online or O.T.C.application? No New/Additional Sq.Feet-Total 1680 Will Certificate of Occupancy be Issued? Yes Occupancy#1-Use Residence(1 or 2 family) Total Valuation:9,996.00 CONDITIONS: 1.Installation shall be in strict accordance with the manufacturer's installation instructions or professionally engineered installation design,which shall remain on-site as required by Washington State law. 2.A Right-of-Way permit is required for the driveway. 3.Developer to remove existing driveway cut.To install new driveway cut and to pave at least 40-feet of driveway. PERMIT EXPIRES Sunday,2 September,2018 Permit Issued on Tuesday,March 6,2018 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Was n a ; City of Federal Way. Owner • agent Date: /6j Z>Q/� • . . g • 4•440416:111; City of Federal Way Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 111 of the International Building Code or Section R110 of the International Residential Code is certifying that at the time of issuance,this structure was in compliance with the various ordinances of the City regulating building construction or use.This certificate is valid ONLY when endorsed by City staff. Tenant Name: HDN PROPERTIES 1 LLC Permit# 18-100476-00-SF Address: 27610 27TH AVE S Includes: #1 #2 #3 #4 Occupancy Class: R-3 Construction Type: Occupancy Load: Floor Area(sq.ft.) Owner Name: HAU NGUYENHDN PROPERTIES 1.1 Owner Address: PO BOX 3734 FEDERAL WAY WA 98063-3734 Building Official Date The priority focus in the review and inspection made by the City prior to issuance of this Certificate was on those matters which experience has shown most severely affect the health and safety of the general public. Although the City has made as complete a review and inspection as is reasonably possible(within budgetary time and personnel limitations),the City neither guarantees nor warrants to the owner/occupant or to any other person that this Certificate evidences strict compliance with each and every ordinance or regulation of the City or the State of Washington affecting the construction or use of said structure or the land upon which it is situated. Such compliance is the responsibility of the owner and/or occupant of the premises. P • THIS CARD IS TO REMAIN ON-SITE •,•••• i emr of eral • Construction Inspection Record way INSPECTION REQUESTS:(253)835-3050 PERMIT#: 18 100476 00 Address: 27610 27TH AVE S Project: HAU NGUYEN FEDERAL WAY WA 98003 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible (read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. i❑ SWM Precon Site Mtg(4400) z❑ Initial Erosion Control(4365) D Drainage/Downspout(4040) Approved To be done PRIOR to breaking ground Approved to backfill By Date By Date By Date El Interim Erosion Control(4370) El Bloeking/Tie Downs(4015) © Final Erosion Control(4375) Approved ApprovedApproved By Date By 'A) Date 5/1} £1 By Date 0 Skirting/Final(4250) Approved Wiv, Date 0 Rough Electrical 0 Final Electrical ❑ Right of Way Approved Approved Approved By Date By Date By Date " ,,,,Niii........ 'TY F per.r7.0,,,c.r.1 ` PERMIT APPLICATION Federal Way JAN 3 4w8 PERMIT CENTER+33325 8th Avenue South+ Federal Way,WA 98003-6325 253-835-2607 + FAX 253-835-2609 +permitcenter@cityoffederalway.com CITY OF FEDERAL WAY - COMMUNITY DEVELOPMENT t PERMIT NUMBER / b9 — / d o y 2 4 - 5 F3/W" S TARGET DATE 02/15/2018 SITE ADDRESS: BATE/UNIT If 27610 27TH AVE S.,FEDERAL WAY WA 98003 PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL# " $15,000 RS9.6 _5160000070 _ _ _ - _ _ _ TYPE OF PERMIT X BUILDING 0 PLUMBING 0 MECHANICAL 0 DEMOLITION 0 ENGINEERING 0 FIRE PREVENTION NAME OF PROJECT HDN PROPERTIES-MOBILE HOME INSTALATION OF MOBILE HOME PROJECT DESCRIPTION Detailed description of work to be included on this permit only NAME PRIMARY PROSE MDR PROPERTIES 1,LLC,Sy HAU NGUYEN,Member. (206)304-0317 PROPERTY OWNER MAILING ADDRESS E-MAIL PO SOX 3734 HDN.REALTY4IOMAI..COM CITY STATE ZIP FEDERAL WAY WA 96063-3734 NAME PHONE EERWICKS TRANSPORT (253)606-9323 MAILING ADDRESS E-MAIL PO!OX 1563 CONTRACTOR 114 Si a I ler.$ . `ITY STATE ZIP FAX PUTALLUP WA 98371 Z7Bo WA STATE CONTRACTOR'S LI ENSE� EXPIRATION DATE FEDERAL WAY EDSIRESS LICENSE# SERWIT*846J5 y�ys/(� 06/07/2018 NAME PRIMARY PHONE APPLICANT MAILING ADDRESS E-MAIL CITY STATE ZIP FAX NAME PRIMARY PRONE PROJECT CONTACT SAME AS THE OWNER CONTACT INFO (The individual to receive and MAILING ADDRESS E-MAIL respond to all correspondence concerning this application) CITY STATE ZIP FAX NAME PROJECT FINANCING 0 OWNER-FINANCED When value is$5,000 or more 1NAILING ADDRESS,CITY,STATE,ZIP PHONE (RCW 19.27.095) I certify under penalty of perjury that I am the property owner or authorised agent of the property owner.I certify that to the best of my knowledge,the information submitted in support of this permit application is true and correct.I certify that I will comply with all applicable City of Federal Way regulations pertaining to the work authorised by the issuance of a permit.I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim(including costs,expenses,and attorneys'fees incurred in the investigation and defense of such claim),which may be made by any person,including the undersigned,and filed against the city, but only where such claim arises out of the re, - of the city, including its officers and employees, upon the accuracy of the information supplied to the city as a -, o this . ; • . . ,n. SIGNATURE: DATE 1/30 PRINT NAME• HA c? Bulletin#100-January 29,2016_ Page 1 of 2 k•\Handouts\Permit Application VALUE OF MECHANICAL WORK MECHANICAL PERMIT Indicate how many of each type of fixture to be installed or relocated as part . is project.Do not include existing fixtures to remain. AIR HANDLING UNITS FANS GAS PIPE OUTLETS OTHER(Describe) AIR CONDITIONER FIREPLACE INSERTS HOODS(commerci.ii BOILERS FURNACES HOT WATER TANKS)G..) COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES VALUE OF PLUMBING WORK PLUMBING PERMIT Indicate how many of each type of re to be installed or relocated as part of this project.Do not include evisting fixtures to remain. BATHTUBS(or Tub/Shower combo) LAVS)Hand Sing TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER(Describe) DRAINS SHOWERS VACUUM BREAKERS DRINKING FOUNT• ' SINKS(ticmrn/utility) WATER HEATERS(Electric) HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING ROVEMEIrrs o' ia-v-e, S`` -� $ EXISTING/ OUS A-USE LOT SIZE flu Sem.Fest) EXISTING FIRE RDIALER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? C r 5j / 1 ❑Yes 10 ❑Yes $(No RESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION(in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE BASEMENT � FIRST FLOOR(or Mobile Home) a-g)e 60 I/ / g O ( f`'' SECOND FLOOR COVERED ENTRY DECK GARAGE ❑ CARPORT 0 OTHER(describe) Area Totals �STISO *ao cew r TOTAL I 4$U "NEW BONES ONLY" ESTIMATED SELLING PRICE$ I #OF BEDROOMS 3 COMMERCIAL—NEW/ADDITION AREA DESCRIPTION Area Occupancy Group(s) Construction #of Additional Information Square Feet Type Stories NEW BuILINRo ADDITION COMMERCIAL—REMODEL/TENANT IMPROVEMENTS Area in Construction #of AREA DESCRIPTIONSqe Feet Occupancy Groups) Type Stories Additional Information TOTAL Stumm TENANT AREA ONLY PROJECT AREA ONLY Bulletin#100—January 29,2016 Page 2 of 2 k:\Handouts\Permit Application f.j!'SUBMITTED J....4, ,1,-3 2 0 MB rWAY MEMORANDUM CITY OF rr CITY FPLC IT Federal Way u t Public Works Department DATE: February 2, 2018 TO: Peter Lawrence, Plans Examiner Andrew Norton, Plans Examiner FROM: Cole Elliott, P.E. Development Services Manager SUBJECT: HDN PROPERTIES 1 LLC- (18-100476-00-SF) 27610 27th AVE S We have reviewed the submitted plan and make the following comments: 1. The proposed construction entrance is not where the existing driveway cut is located. Does the Applicant propose to relocate the permanent driveway to this location? y ,/ r€__ �ii Jam'# 2. If the permanent driveway is relocated then the existing driveway cut will be required to bee& removed and repaired. A Right-of-Way permit will be required. 3. The new driveway will be required to have a driveway cut installed. 'L/t 4. Per Development Standard Section 3.2.14.A.3, the first 40-feet of a driveway must be paved. y4--' 5. Per FWRC 19.135.030(1)(a) the Applicant will not be required to install full frontage improvements because the improvement value is less than 25% of the appraised value for the land. liwipp, �R/ l(f S -ter zg3 y3 z,-- i ciD King ty ATTENTION JARONE BAKE ` ruolic neann.aeatue rein Km coup if Record I.D.LD. Number Site Design Application Form for Individual On-Site Sewage System(OSS) ON 0 16 1 6 I �' (Submit 5 copies of application with 4 copies of plans) Department Use Only Site Address 27610 27th Ave This is NOT �Y Name and address of property owner iHua Nguyen a Permit. PREMISES UNTIL SEPTIC SYSTEM AS-BUILT CERTIFICATtrN Applicant Street Address 28620 MapI itI Od?fd' D Name (Aqua Test Inc CIO Hua Nguyen City-Zip Code Maple Last First ty- PI Phone 1425432.060 Designer Street Address 28620 Maple Valley Black Diamond RD 'Mark Nelson City-Zip Code MapevalleyWA9803e I tis- P I Phone Isoeaa•eoex THIS IS NOT A PERMIT T PROPERTY INFORMATION: Legal Description Attached 0 ..,,.,T"..:ft 5 1 6 0 0 0 0 0 7 03 3 2 2 - ?•Q` ' Parcel#(APN) I I I I I I I I I I I Section: I I I Township: I I 1 Range: 10 1 4 I { ^ Subdivision Name: I MAI Twin Estrin PP ACT 35552117 Mobes Harm r or Maly Mal ase Inn M t Amy I Lot: 17 18 19 I Block: I I I 1 R r� Property Size I I 1 1 5 1 6 1 2 1 4 I Sq. 11 ft. Acreage: IC I Rural Area 0 Urban Area _ p��v Distance from property line to nearest sewer: 1 +14 1 0 1 0 I det ‘1G —� Water Supply U (IP)I=Individual =1 Group A Supply () Group B Supply QVit�c��d Public Water Supply Name: 'Lake Haven Water&Sewer District ID# 4 1 1 1 9 1 9 1 7 1 9 ,� r I I I S _ o '0Drn Sensitive Area: U (Y?N)If yes,specify U (L,W,O) L=Landslide W=Wetlands 0=Other �" D 0 o m �/Iligm Oo � SYSTEM INFORMATION: L A) K — New System Li Repair Design I xJ Correction of OSS Failure? I Y I Y?N Detailed Plans Attached(4 sets) U Y?N C) m --I lA Type of Building I S I F I I I SF=Single Family MF=Multiple Family COMM=Commercial INST=Institutional -• .. • • Type of System Proposed: IATQI I — I DRIP ( G=Gravity GP=Gravity with pump M=Mound SF=Sand Filter PD=Pressure Distribution HT=Holding Tank CT=Composting Toilet E=Experimental 0=Other PAST Drip W p (Zt) Dates Soils Logged. 1 01 7 1 01 7 1 11 7 I Soil Logs Data Attached: (Min 4/lot) I Y I Y?N -- Z al —`a Depth to Watertable or Restrictive Layer. 1 4 I 0 I Inches Maximum Slope in Drainfeld/Reserve Area 1' 21 I % W 73 CU N ot� CALCULATIONS: O y Number of bedrooms: 13 I Total Gallons/Day(450 minimum): 14 15 I 0( Gal. Soil Texture Type(110-5) i 3 -0 .5 CU 0 Application Rate 10.e 1 Gal/sq ft/day Total Absorption Area 1 1 I 1 12 1 8 I Sq.ft Trench Width 1 - 1 inches CCD Q co Total Draintield Length. 15 1 6 14 I Ft Septic Tank Size ITR"I H EMiarl'"9I Gal. Garbage Grinder I N 1 Y?N m 2. C 14 1 Cl) CD Pump Chamber Size(if needed) I 1 17 15 I 0 I Gal. Trench Depth(min/max): I 0 16 I/ L 0 18 I inches - _ f 0 I understand that lain b comply nth the Coded King County Bard d Health Tela 13 may result in the disapproval d the sewage system being proposed in this apple:aim Hplwrrpia ce may r lead b revocation d my Designee Udine d Competen y andbr apprepdate legal action by the Hann Deportment Designers Signature. ,Ll•, .. K.C.ID* 15 1 a rGID I3 1 e j Date. 01131117 ` FOR HEALTH DEPARTMENT USE ONLY: NOTE:SYSTEM MUST BE INSTALLED BY A KING COUNTY CERTIFIED INSTALLER UNLESS MOTHERWISE PROVIDED BY CODE APPROVED(date): /0,10/20(7 BY: Comments Dry kieQTi (eau - km 13.48-4 Nc*#G,_ They /rr /q,Gmai be/ of ragile/. -No'cv,i:letf,r,T , , jLL./fr,re RECEIVED Pre-construction meeting required between designer,installer,builder prior to permit issuance R C:I r■ . AP VAL OF TN S DESIGN APPLICATION IS BASED SOLELY ON WFORMATON PROVIDED N TH S APPL CATION AND DOES NOT CONSTITUTE JAN 31 201 PERMISSION TO BEGIN CONSTRUCTION OF THE PROPOSED SEWAGE 0 SPOSAL SYSTEM OR ANY OTHER IMPROVEMENTS ON THE SITE THIS APPR TVA, SHALL NOM CONSIDERED AN ASSURANCE,EITHER EXPRESSED CR IMPJED THAT DEVELOPMENT PERMITS FOR THE SITE WILL DE ISSUED SEP Q 5 2017 8 VX THIS APPLICATION EXPIRES TWO YEARS FROM DATE OF APPROVAL DISAPPROVED(date): BY: F f,c,I r-; . L Clly QF FEDE„_ WAY See attached Site Deficiency Sheet �MMUNi1y p�,E� My Person aggrieved b1 any demon a kW oder d the Hearth Oka may fib a widen appkatiorl for appeal b the Health Mei within 60 E `v`I R'_J I:.'.1 :1 : -q__,-,' -, I OpME,N.,. calendar days d the dated the above decision (Tek 13 KCB 0 H Chapter 1312-Sesege Review Carunpee) CS 1315 97 Rev 721100 J' • Lakehaven Lakehaven Water&Sewer District- Development Engineering Section 31623 - 1st Ave S e PO Box 4249 • Federal Way, WA 98063-4249 Telephone: 253-945-1581 or 253-945-1580 • Email: DE@Lakehaven.org This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Water& Sewer District, at its sole discretion, reserves the right to delay, or deny, sewer service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: 0 Building Permit-SFR 0 Building Permit-MFR 0 Building Permit-Other ❑Subdivision 0 Short Subdivision 0 Binding Site Plan ❑Rezone 0 Boundary Line Adjustment ®Other(specify/describe)Onsite Seotic Design Tax Parcel Number(s):516000007Q Site Address:27610-27th Ave S Lakehaven GIS Grid: L•03 Ex.Bldg.Area to Remain:jY/A sf New Bldg.Area Proposed:UNKNOWN sf Applicant's Name:lieu Nauvert SEWER SYSTEM INFORMATION 1. 0 Sewer service can be provided by service connection to an existing "diameter sewer main that Is approximately_feet from the site and the sewer system has the capacity to serve the proposed land use. 2. ® Sewer service for the site will require an Improvement to Lakehaven's sanitary sewer system of: ® a 405+/-feet of j3"diameter sewer main or trunk to reach the site;and/or 0 b. The construction of a sanitary sewer collection system on the site;and/or ❑ c. A major portion of Lakehaven's comprehensive wastewater system plan would need to be implemented and/or constructed;and/or d. Other(describe):Lokehaven Developer Extension Agreement reauired.Extend to far edge Der Lakehaven oolicv. 3. ® a. The existing sewer system is In conformance with Lakehaven's Comprehensive Wastewater System Plan. ❑ b. The existing sewer system is not In conformance with Lakehaven's Comprehensive Wastewater System Plan and an Amendment to this Plan will be required.ThIs may cause a delay In Issuance of land use approvals or permits. 4. ® a The proposed site land use Is within the corporate limits of Lakehaven Water&Sewer District,or has been granted Boundary Review Board approval for extension of sewer service outside of Lakehaven's sewer service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. S. Sewer service is subject to: ® a. Payment of connection charges(to be determined by Lake'aven), 0 b Proof or reservation of easement(s)as required by Lakehaven; c. Other:Sewer Service Connection Permit reauired.subject to completion of associated DE ggreem re i orolect• Comments/special conditions:The property does not have an existing or previous sewer service connection. I hereby .ertify that the above sewe-syste-- irfrrmation is tr.e This certification shall be valid for one(1)year from the date of signature. Name:DRIAN ASBURY=/=/ T't'e• DEVELOPMENT ENGINEERING SUPERVISOR Signature fie" _ Date: 3/...z//( :60!;t rt0,q_.., ^c- ;rr, •, a d., '3 .' oaoe . of 2 Design Narrative S. 272ND S. 72ND S The owner of this property experienced a situation where the mobile home burned down and has subsequently been removed. The owner currently wishes to place another 3 Bedroom home on this property in the same location as the previous. Soil logs were excavated in the back and front of the property. The soil to the rear of the property was poor with a water table in the area of 12"at the time of investigation. The front portion of the property where the existing drainfield ,Q'' % is located contains the most suitable soil for wastewater dispersal. > bQ� • g. KEY PROJECT NOTES '1).10 $ (tt6 4. � , ®fI N The intent of this design is to provide a OSS for a three bedroom home. Given the limited space \ � i on this property the owner will need to select and site a mobile home that fits within the 1$ 1, prescribed set backs listed on the design tP • The OSS proposed in this design will abandon the existing septic tank and utilize a Biomicrobics F.A.S.T.followed by a U.V.device. • The dispersal components will be Netafim Bioline and a continuous flush headworks. The PROJECT SITE Drip Dispersal component will be interlaced between the existing gravity trenches with solid tubing bridging over existing trenches per the detail enclosed in the design • A conforming reserve area has been identified that is larger than required VICINITY MAP • The existing waterline will need to be moved to the location shown on the design in order to (t j�("( :-I` 1- f) meet the required set backs. SEP 0 5 2017 • Given the structure size and shape is unknown at this time the image location of the control panel is not shown. The control panel will be mounted on the house adjacent to the tanks Ft:;,,r c,,; '1 11 •.y,1, / it/I-iv II i7 '�:., -1• 33 ..., C. ,x.•• 111 HCl CONSULTING INC. NO. DATE REVISION TITLE:REPAIR SITE PLAN 71 BRANNIGAN LANE ADDRESS:27610 27TH AVE. SOUTH ELLDNA. SHE 5304-9062 FEDERAL WAY, WA 98003E 6 mcn.elleneburg•gmeiLcom PARCEL NO.5160000070 DRAWN BY:AQUA TEST INC. JOB NO. DRAIRDIG PRODUCED BY M AQuA T 1106II1.3M SCALE:1" 20* I DATE:APRIL 2017 802017-013 . i / \\ \ \ I 0- SLD = 64' ©-(= 51.5' \\"y„, 4> \\ -,� \. I O-Q= 37' ©-�: 42.5' 4 �\ �� I /� i �\ 0--CD- 30' ®-®= 41.5'©-Q= 75' \ ,'�4 I \\ OA -C)= 54' 80-®- 32' ©-®= 72' Q-CD= 57.3' \\ \`�� ���q ; /// \\ 0-®- 31' ®-®= 21.8' \ // I \ OA - SL6 = 45.5' ®- SL6 = 45.2' \ SCALE i” - 20' ` °�/I ®- Sl = 37.2' Q-Q= 78.5' \ ' \'; '��j// I ®-�= 43' ©-®= 44.3' \\o 10 20 40 / 9� / \\ '' I I I ®- SL9 50' QD - SL9 75' \ DOSIIIC / �,tA I \ \ TO BE ,-4 // ��\ / �� ; I \ 0- 1Q= 88' ®- 10= 92.5' 10-Q= 79' AND FAlED /x,54 ,�If///*q� (� I I HERNIT 0- 20= 64' ®- 20= 83.75' 10-03 = 89' f `�® ' / � / uliaoFASfD50 AST UNIT I I ©I0-®= 69.5' 10-09 125' \`� / I OE1 - 40= 54' 0- 40= 61' \\# D1A144AE ,' __ /// / �, F PUMP TANK I 2 OEI — 50= 45' = OQ — 50= 61' `,SET BACK UNE,' •-- 0 •.� / PREVIUS •�f, SALCOR 3G IN I ' — ®—0= 50' ,; 0D —©- 79' �® „ 0 4 ,y, :0 e� HEauNa�s _PIi�ER1Y PN Q-07 : 59' ;I : o __ �i DD -Q= 90.5' '*: ,,,'1,,,},\ \ �� \ SET 011 PIERS ' I--- 08 - 80= 62' ✓ ,�j, c9` Q-©= 91.5' fid ti tii.=u`` \\� `? 0 OLD I o -_ i:i \ \• �\ \ `!.� : DRAINED I I C r. a, !Ri : ®-09 - 85' `L1 a .i. 0- 90= 107' \ \}( • ' :r I I S ®-Q= 34.5' w u_` 0-0= 17 NAME \ • \\ \`\` 1. ,' / ' I '--1 N a_ SET BACK UNE /^\� \\\ \ \\ ti, \�\ !" I I ------- ®- +1 = 54' ®- +i 14' \ 'r �. \` \ C\\\`�\ '�� 10'BUKpNGI • ORO Xri S+ 51' a S+ = 42' ii,NUITfR um. \ \ \`'=\ �xy` ' : SET BACK UNE O N `, Tit \\ .•; \\;tt="\ • , \ ,j, \ ` \\\\,\ \\\�\\-.---5-,-, -,--,- i—�10 I I 0- S+ - 29.8' ®- ® = 18' '9 TREE 41 A \ °"'` \\N.V•�n,►\\\ , ,,, i \ NUDE:RESERVE . *\ , V.'` \\\\\\ '', ''::':'1? ' '1? i, \ \ I w/M-®= 30.5' .1 \ P0SSDBUEIA 9 U 4 \ \ \\=v \\t , , Y-T1K1 SECTKNS Cf BRPPER I I ' 11 *� W 67' 1 \\ , ; ,1\14%11 1 \, rr / IRE MTH 242 LF.t 202 LF. /M-®_ .,21 \ ETI i ," , / PER sECEW FOR A TOTAL CF D W/M-CD.. 57' ;. \ BEE(� I- / �3j 564 LF.OF ORPPER lit��'H...-. I W/M- SL8 = 15' "c4 X11 \ \ \ • BACK 1 *BEE� a -1410165-L Lia--- d LOX E41L_^- �J`-' CATCH BASW w/M_ = 33.5' 4,1„. �1I�'1,'1 \ \ STORY - W/M- S+ 63.5' i. ' X111 I\ ) \I opal ..�� -.-c _.�= =— .,,,, I I 3 -I-1 .'_. 11 J/ ( ' O MCN CONSULTING INC. NO. DATE REVISION ,TITLE:REPAIR SITE PLAN 1 ` I r 71 BRANNIGAN LANEADDRESS:27610 27TH AVE. SOUTH I 509-304-9082ELWA. FEDERAL WAY, WA 98003 SHEET / I men.elleneburg gmniLcomPARCEL NO.5160000070 DRAM BY:AQUA TEST INC. 2 OF 8 JOB NO. DRAFT= PRODUCED 19Y ++aomna SCALE:1"-20' 'DATE:APRIL 2017 802017-013 ------ , ' �1UTERLIIE // **`y ' `` TatER1wE / ,/'��sEr eADc LIE // 0 y w�Q •FAST 0.50 FAST uNr TATE ' \ TO 9E MOO 10 f EOSIN PREMBIS 1 I TNS LOCATION SEPTIC TAN( '' // EMU • o c{j `` .'/'� TO ANIANI FILM '.' Q / �a { { SAlCl1t 3G W MKT \ '/ ��<'�\ ,\ \ SET ON PERS I ^ \ \ \ • -• MK \‹SET BACK UNE '�\ \\`\\\\\\`\ `\ `\ \ \ �• 17511 GNLON CUI ��\ `' `\ E R•tEA'RE�\ \ �.► .t \ •\ \ R �€ •RTaSERVEMR� �i,� PIIYPTAN( \\ \ \ \ \ \ \\TOTAL=269 LFA\ \ • \TOTAL=120 L.F.\\ 1 \, \ \\ \\ \\ \\ \\ `\ `\ \e‘` \�• `\ \ \ \ \\ I WAIEAUIE \```\`\ \ \ \\ \\ \� ?\• \ \\\\`\\`\\ `\` 01D Oman CONTINUOUS USN HEMNORKS `a \ \\`•‘:.:113,:Y_,.. ;--`\ \ \\ ; \\ \\ \\ c\ -\-,- \ " / TO DE WAIVED TO \ ` \ \ \. \ \ \ \. \ \ \ \ / 11N5 LOCATION •\ \\ \ \ X \\ \ \ \ \ \ \ \ \ r''-. °° r \: \ • //\\\4.\.\ \`\\` \\\\``\\`\\\\\`\\\\\`\'' �\`\\\\G\\`\ / \ 'CrOUT DRAM - \ \ \ • \ \ \ \ , \ / SET RAO(ITE .-. u' i •� _ i/er` / ^ k \ j`\ \ ``\ \\ \\ \\\\ pEQ(J \ \yT10'NAIENWE \\ \\ \\`\\ \ \\\ \�, / / /i10 yiATER SETBACKUN: \„ \ \ \\ SO \ '1'''' lirI ' wElEx \ '1R1S6EVkA�FJ\ ,, `,\ \ \\\ \ -\ \�\i°\\ \\ j /...-.0.,.../,/ _�j10 7 0 '� `\FEED \\ \\ \ \ \ 1 4,4 N \ \ \\ \ \ \ \'v\ \ \ / / .'3' / DRIP NOTES \'� \\ \5.‘51.A \ \ '\ l k, \ \�'it\ \ \ // / / / / DRIP TUBING TO BE 564 LINEAL FEET OF NETAFIM BIOUNE \3 \\ \ \1 \ SelkVEVR A1\ \\\ \\\ ��' / r PLOWPRESUREE OF RE 0 N ATING DRIP TUBING WITH AN EMITTER OTD ORAIFI10 \ \ \1 \ \ \ 10TAL=220 LF.•1 \ \ // / / TREE SECTIONS OF UPPER LIE THE DRIP DISPERSAL FIELD WILL BE ONE ZONE WITH \\ \\ \\\ \\ \\\ \\\ \\\ \\ \\ \ '\ \\\ \ \\�\ /'�'/j/ // FON A 10TH 564 LF. - THREE LATERALS. THE MAXIMUM BIOUNE LATERAL LENGTH \ \\ \\ \\ \\ ` \\ \1.S\�`i\ '\ \\ `/ / �'/ / DRIPPER-_- `N IS 269 FEET ACCORDING TO SIZING. THE LATERAL LENGTHS L. 1 \ \1 \ \I� \�.T \ �\ 1 \\ \ / / / IN THS DESIGN ARE 268, 186,110. THE INSTALLER MAY 1 \ \ 1 \ \\ \ 1 1 \ \a / / LENGTHEN THE SMALLER LATERALS AND SUBTRACT FROM 1 \\ \\ \ \ \\ \\ \\ \ \ '\ \ \ \ '/ THE LARGER AS LONG AS NO LATERAL EXCEED 269 FEET \1 \ 1 \ \ \ \ \1 \\ \ \\ \ __v_ -^-% AND THE TOTAL NUMBER OF EMMITTERS IS AT LEAST 564 \ \\ \ \\ \1 \\ \1 1`�_j_1-I- U 1%/ le SET BACK UNE EMITTER SPACING TO BE 12'O.0 AND UNE SPACING (/ \1\ \\ •\1.`\- - 1 ` 4`><I �� -_�-- �" TO BE 24'O.0 \\ 0.--1- /, / -�` SCALE 1" - 10' TOTAL ABSORBTION AREA OF 1128 SOFT NOT;RESERIE°RIPPER / _-_--_ _� \ POSE 519LE F. __ - 0 5 10 20 DRIP DISPERSAL HEADWORKS TO BE A HD FOWLER - CONTIN000S FLUSH '1 TREE --� ---- SUPPLY SUPPLY AND RETURN UNES TO BE SCH40 PVC MCN CONSULTING INC. NO. DATE REVISION TITLE:REPAIR SITE PLAN BRANNIAN BACKFLUSH TO BE SET AT 10 PSI ON THE RETURN GAGE E GC' E ADDRESS:27610 27TH AVE. SOUTH WA. SHEET PER MANUFACTURERS GUIDELINES 509-904-9082 FEDERAL WAY, WA 98003 3 OF 8 WHEN CROSSING OLD DRAINFIELD THE DETAIL ON mcn elleaebur�RmaLLcom PARCEL NO.5160000070 PAGE 7 WILL BE FOLLOWED DRAWN :AQUA TET INC.DRAFTING PRODUCED BY SCALE 1BY1 !DATESAPRIL 2017 RD2p II AQUA TEST 110622121! 7-013 F Soil Logs Logged Mark Nelson AQUA TEST UATEST A •- - Q SL-#t4 0 - 24 Loam Medium Sand 24 - 51 Course Sand 51 - + Water at 51"/Roots to 51" DATE: 3012017 DATE: 307201' CUSTOMER: Mu Norm CUSTOMER: Nva Nguyen Attached SCS Sieve 1761027th 40.S 27810 2711 Ave S Federal Way Fedora:Wry Type 3 SAMPLEID: 50410,01 SAMPLE EP 0001.604 tr ogth 26 aqn Soil Logs-Logged Mark Nelson TEST DATE: 31072017 TEST DATE. 36:017 SL#5 0 - 36" Loamy Sand AVM G1AR:AINE SEIM, MEASURED ASTM C110.IAI1VE SIEVE/.T MEASURED SIEVE NUM 0001010 Meath MMAUS 0 slEw lath COMM mmmn GRAM 'A 36"- 48" Sandy Gray Clay I I I I r 1 I I Gravel c.nImd M be wad as a madam only Nos USDA sgdlcallons) Gravel canned lob.wed as a medlar wily Noe USDA sp.dlutlals) Roots to 45" No 10 20 mm 2330 2330 Gravel: 463% No 10 20mm 2130 2130 Gravel 455% SL#6 0 - 30" Dark Loamy Sand swift: sands 30"- 40" Sandy Gray Clay No 10 100 mm 271 0 30 0 Very Coarse 141% Ne 10 100 mm 260 5 555 Very Coosa 21.0% No 35 500 um 306 6 37 6 Como 140% No 35 S00 um 325 5 614 Coarse 241% Roots to 30" No 10 250 um4224 1136 Madam 421% No 60 250 um 4045 746 Medium 292% No 140 106 um Q 4206 42 Fin. 16% No 140 106 un 4416 370 File 145% 5187 0 - 30" Loamy Sand No 270 53 um 4560 302 Very Fora 112% N.270 53 um 4561 145 Very Floe 5.7% Total Sands 03 0% Tole!Sands 05 3% 30"- 40" Sandy Gray Clay Pan Total Weight 5020 46 SIOICtaW: 17 0% Pan Tata:Welt* 4661 11 56 SW/Clay 47% Roots to 38" Sol Type VMy Gray.Oy Lwmy Medan Sand Type 3 soli Type Very Granth Come Salts-Type2 SL 818 0 - 48" Loamy Sand with Cobbles Roots to 36" Sample was ctaselled N accord.nc.w6h Sample was desslisd N eeaodana with Tha United States Dept of AgrIcuaute Sol Cas.rvedsn Sento Cwelte.dan swam Th.United Slaw Dep of AgtkWsx.Seg Con0Mvatlen Sonic.ClessNealan system 51 49 0 - 43" Loamy Sand with Cobbles Roots to 38" of Of REPARED WY: R 34.17 REPARED SY 31-07 SEP 0 5 2017 X11 t_r) 1 - ,!11 • ,,11 11 MCN CONSULTING INC. NO. DATE REVISION TITLE:REPAIR SITE PLAN � �!, may' 71 BRANNIGAN LANE ELLENSBURG WA. ADDRESS:27610 27TH AVE. SOUTH 11FEDERAL WAY, WA 98003 SHEET : . I. 509-304-9082 111 mcn.ellesburg*gmaiLcam PARCEL NO.5160000070 4 OF 8 ••, 32 31 1 012611 DRAFTING PRODUCED BY m DRAWN fiY:AgJA TEST INC. JOB NO. AQUA TEAT,10:22t3llr SCALE: NTS I DATE:APRIL 2017 R02017-013 r ir 1 DOSING SPECIFICATIONS II 0 CONTROL PANEL IS TO BE LOCATED ON THE II mos% CORNER OF THE STRUCTURE CLOSEST TO FLOW_ O II THE TANKS —a — It II PUMP TANK IS A CUZ 1750 GALLON TANK If 1 FLOW L II J SYSTEM TO BE SET FOR 12 37.5 GALLON DOSES SPACED EVENLY THROUGH THE DAY THE CONTROL PANEL WILL BE A SJE RHOMBUS IFS TIMED PANEL I THE DESIGN DAILY FLOW IS 450 GALLONS PER DAY AND THE OPERATIONAL DAILY FLOW IS `,'mil THE GALLONS PER DAY I i THE PUMP SPECEFIED AS AN ORENCO PF100511 WITH AN OPERATING POINT OF 8.7 GPM AT ! ��_��--� 97.5 FEET OF TDH SALCOR 3G UV DISINFECTION UNIT DISCHARGE TO HEADWORKS VALVE BOX TREATMENT SPECIFICATIONS PLAN VIEW VALVE BOX Micro FAST 0.50 FAST UNIT SALCOR 3G UV DISINFECTION UNIT U.V. SALCOR 3G WITH ALARM CONNECTED TO BLOWER HOUSING P1I,I' PVC SPLICE BOX WITH CORD GRIPS THE WHITEWATER CONTROL PANEL ���' OSI DISCHARGE ASSEMBLY \ —'t'''=±.--14,.\\ Ni / "//.---r--\....... /// E- \♦ \\\ NOTE: INLETS AND OUTLETS OF WASTEWATER '■y/ -�DISCHARGETOHEADWORKS TANKS TO BE INSTALLED ABOVE FLOW i `- _ NATIVE GRADE RT(7---7\• 1ir a. � LEVEL CONTROL FLOAT ASSEMBLY LI I `: M' SED �52017 1 4, W - el I HIGH LEVEL ALARM-ill' EigVII, ,p, , ' I TIMER ON/OFF-21' I.,, REDUNDANT OFF/LOW LEVEL ALARM-20' '.."&I� MiaoFAST 0.50 FAST UNIT TANK '.:.'•!-- 051 PF100511 PUMP i''o• ...0,1 BIOTUBE SIMPLEX ORENCO EFFLUENT PUMPS s., �� 1750 GAL.CUZ PUMP TANK PUMP VAULT / �r /-"1•I ELEVATION �' /i`/~r f TANKS SHOWN INLINE FOR ELEVATION CLARITY-SEE PLAN VIEW FOR FLOW AND TANK ARANGEMENT - E� 111 51 I- - ,- .1 MCN CONSULTING INC. NO. DATE REVISION TITLE:REPAIR SITE PLAN 771BRJNNI Cr LANE ADDRESS:27610 27TH AVE. SOUTHELLENSHEET 509-304-9082 FEDERAL WAY, WA 98003 5 OF 8 mcn.ellensburggmeiLcom PARCEL NO.5160000070 DRAFTING PRODUCED BY DRAWN BY:AQUA TEST INC. JOB NO. +toad��s SCALE: NTS I DATE:APRIL 2017 802017-013 0 0 _ O AP,il >lit - ► m r —� FiNNI © Di II sik * 00 0 0 _© 0 l % To �� •lri Ell �� From 4. 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MODEL IFS ' WOES ISM 1111 B1•17103.0411034f0l44 40104.,-4..4 4( ..I� uNW1RCMA�OE 11/143.$.0. I 0�I 't1ti1 �.y. DJ 111•au.11 MT11166wM.1..1111.14ww.•ha I..1•n I sea/ •A/ STARiMG OEVICE 1 x of 4L''4•,,,, B1 170'111747147 �:� 1 4=arm.' ( 1 4U41RILL 4404•S % � j�14 E •713/1 1 i•Is20 4113 i 1,4338 1 PUMP Y MICOMNEW 015 ;V. .MARK C NELSON % 11 B .•drag Waif • v.A.:: 11, 1100 rrw www oar"awn mmw41 • MINIMS V41 0•4101•71WE ince Mlw/t 37-- S U..T.1. 3M01A450.L1d11 Ba•Wewow..a••etr•,nrr ma An,C.-s+ens-on,mn.•0.0100 I:4..01 a•sr awn MCN CONSULTING INC. NO. DATE REVISION TITLE:REPAIR SITE PLAN .4441.. p c•MOW w 0001014..3.man 71 BRANNIGAN LANE ADDRESS:27610 27TH AVE. SOUTH WW1ems 4i x01.01.14.0 so w•aaYawsowwows004.1 FTd.F,N$HURG 113. FEDERAL WAY, WA 98003 SHEET .a....« 509-304-9062 - 8 OF 8 1441 Pme raatlaMwe a* men.a llensburg•gmaii.com PARCEL NO.5160000070 *M.a"4+0.0="1....of'1�': M•.•.at Ma r"a'•1"=01"""" " 1111 DRAWN BY:AQUA TEST INC. JOB NO. OPTIONS 4,.M..= DRAFTING PRODUCED BY 744761(57.1460.22i 341 SCALE:1"=20'10ATE.APRIL 2017 R02017-013 4110 to aleR ©NWp 111111111111111111111.11111111111.11111 Lakehaven Water&Sewer District-Development Engineering Section 31623- 1st Ave 5 a PO Box 4249 a Federal Way, WA 98063-4249 Telephone: 253-945-1581 or 253-945-1580 • Email: DE@Lakehaven.org This certificate is intended to provide the applicant, land use agencies&/or public health departments with information necessary to evaluate development proposals. Lakehaven Water&Sewer District, at its sole discretion, reserves the right to delay, or deny, sewer service based upon capacity&/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ®Building Permit-SFR 0 Building Permit-MFR 0 Building Permit-Other ❑Subdivision 0 Short Subdivision 0 Binding Slte Plan Rezone 0 Boundary Line Adjustment ®Other(specify/describe)Onsite Septic Desiar) Tax Parcel Number(s):516000007Q Site Address:27610-27th Ave S Lakehaven GIS Grid:L-03 Ex.Bldg.Area to Remain:j4/A sf New Bldg.Area Proposed:UNKNOWN sf Applicant's Name:)jflu Nouven SEWER SYSTEM INFORMATION( 1. 0 Sewer service can be provided by service connection to an existing "diameter sewer main that is approximately feet from the site and the sewer system has the capacity to serve the proposed land use. 2. 0 Sewer service for the site will require art Improvement to Lakehaven's sanitary sewer system of: ® a. 405+/-feet of j}_diameter sewer main or trunk to reach the site;and/or { ❑ b. The construction of a sanitary sewer collection system on the site;and/or ❑ c. A major portion of Lakehaven's comprehensive wastewater system plan would need to be Implemented and/or constructed;and/or ® d. Other(describe):Lakehaven Developer Extension Agreement required.Extend to far Bigg oer Laketiven Policy. 3. 0 a The existing sewer system is In conformance with Lakehaven's Comprehensive Wastewater System Plan. ❑ b. The existing sewer system is not in conformance with Lakehaven's Comprehensive Wastewater System Plan and an Amendment to this Plan wilt be required.This may cause a delay in issuance of land use approvals or permits. 4. 0 a The proposed site land use is within the corporate limits of Lakehaven Water&Sewer District,or has been granted ' Boundary Review Board approval for extension of sewer service outside of Lakehaven's sewer service area. ❑ b. Annexation or Boundary Review Board approval will bs necessary to provide service. 5. Sewer service is subject to: O a. Payment of connection charges(to be determined by Lake•-even), ❑ b Proof or reservation of easements)as required by Lakehaven; ® c. Other:;;ewer Service Connection Permit required.subject to completion of associated DE Agreement Protect. Comments/special conditions:The property does not have an existina or previous sewer service connection, I hereby ertify that the above sewe-syster- irf-,rmation is tr,e Th,s certtficabnn shall be valid for one(1)year from the date of signature. Name:BRIAN ASBURY Tt'e•DEVELOPMENT ENGINEERING SUPERVISOR Signature 1" Date: 3?//7, RECEIVED / JAN 31 2018 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 516000(,0 v _.. „ :: _:,ai:: 1f3;i-) {>.0e I ot 2