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HomeMy WebLinkAbout15-104247'. . _r - w City of Federal Way Community & Econ. Dev. Services 33325 8th Ave S Federal Way, WA 98003 Ph: (253) 835-2607 Fax: (253) 835-2609 Project Name: HUNDRUP Project Address: 5418 SW 315TH ST Wilding - Single Family Permit #: 15-104247-00SF Inspection Request Line: (253) 835-3050 Project Description: ADD - Replace (3) existing retaining walls built in 2005-2006. Parcel Number: 321020 0040 Owner GARY & SUSAN HUNDRUP 91Rllcnt GARY & SUSAN HUNDRUP Contractor OWNER IS CONTRACTOR Lender 32405 12TH AVE SW 32405 12TH AVE SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 Census Category: 434 - Residential alt/add - no change in number of units Includes: # 1 #2 #3 #4 Occupancy Class: Construction Type: Occupancy Load Floor Areas . ft. 0 0 0 0 Additional Permit Information New/ Additional Sq. Feet - 1 st Floor .................... 0 New / Additional Sq. Feet - 3rd Floor....................0 BasicPlan?........................................................... No New / Additional Sq. Feet - Garage.......................0 New / Additional Sq. Feet - Other..........................0 New / Additional Sq. Feet - Total .......................... 0 New / Additional Sq. Feet - 2nd Floor...................0 New / Additional Sq. Feet - Basement...................0 New / Additional Sq. Feet - Deck .......................... 0 Mechanical to be Included?...................................No Plumbing to be Included?.......................................No No Fixtures Associated With This Permit 11 CONDITIONS: ONLY INSPECTION FOR THIS PROJECT WILL BE A FINAL INSPECTION TO VERIFY THE WALL IS BUILT AND IN THE RIGHT LOCATION. ALL APPROVALS FOR THIS WALL HAVE BEEN COMPLETED BY THE ENGINEER OF RECORD AND THE GEOTECHNICAL ENGINEER. PERMIT EXPIRES Sunday, April 24, 2016 Permit Issued on Tuesday, October 27, 2015 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 Washington d the City of Federal Way. AA,44 OfOwner or agent:Date: F ",a la CITY of Federal Way THIS CARD IS TO IN ON-SITE r " Construction Ins ection Record INSPECTION REQ TS: (253) 835-3050 PERMIT #: 15 -104247 -00 -SF Address: 5418 SW 315TH ST Project: GARY & SUSAN HUNDRUP FEDERAL WAY, WA 98023 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. EJ SWM Precon Site Mtg (44 00) Initial Erosion Control (4365) Final Electrical Approved Footings/Setback (4110) Slab/Concrete Floor (4255) Approved Approved to place concrete To be done prior to breaking ground Approved to backfill Approved to place concrete By Date By Date By Date EJ Foundation Wall (4115) Drainage/Downspout (4040) Final Electrical Approved Slab/Concrete Floor (4255) Right of Way Approved Approved to place concrete Date Approved to backfill By Date Approved to place concrete By Date By Date By Date Underfloor Framing (4285) E] Floor Sheathing (4105)11 Shear Walls (4245) Approved to sheath floor Approved to install flooring Approved to install siding By Date By Date By Date Roof Sheathing (4220) Fire/Draft Stops (4095)Interim Erosion Control (4370) Approved to install roofing Approved Approved By Date By Date By Date Framing (4120) Insulation (4150) Prior to scheduling a Fra=signed-off lectrical, Plumbing & MechApproved I to insulate Approved to install wallboazd re/Draft Stop inspections mapproved. Date By Date IBCBy Gypsum Wallboard Nailing (4130) Final Erosion Control (4375) Final - Building (4050) Approved to install mud & tape Approved Approved By Date By Date By Date 1 l 1 I / EJ Rough Electrical Approved Final Electrical Approved Right of Way Approved By Date By Date By Date O C,rOF .1 PERMI1 APPLICATION Federal Way AUG 2 4 2015 CITY OF FEDERAL WAY PERMIT NUMBER_ O L f/ t f _ S TARGET DATE 1 SITE ADDRESS SUITE/UNIT # Z 3G o/ Lb 0- U) PROJECT VALUATION $ 11 500, 00-= ZONING ASSESSOR'S TAX/PARCEL # c TYPE OF PERMIT qBUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT Huf)drup r ), r � 1 I o Y) fly%a `' - ( n PROJECT DESCRIPTION a Detailed description of work to i be included on this permit only PROPERTY OWNER NAMEPRIMARY (� % t ' aua PHONE - J � --)71 '. 7 MAILING ADDRESS MAIL ci � Tf J! IS71 17'&QJ Meod)11 PHONE 7 ,)(-3Z MAILING ADDRESSE-MAIL L I C / � , CONTRACTOR C STATE ZIP FAX �r �y 7 KJL WA STATE CONTRACTOR LICENSE # EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE # NAME .. _ 1 ,' PRIMARY PHONE MAILING ADDRESS } MAIL I' APPLICANT C L c11 W ZIP' � ` G FAX NAME ,r PRIMARY PHONE ' " PROJECT CONTACT `- > l MAILING ADDRESS t - �' U `; fl r E-MAIL �" { i �-`• (The individual to receive and respond to all correspondence STATE ZIPS FAX concerning this application)7 PROJECT FINANCING NAME _ :, �� J- � ° .� � � 1 � � � 0 OWNER -FINANCED Required value of $5,000 or more MAILING ADDRBS.4, CITY, STATE, ZIP PHONE (RCW 19.27.095) I certify under penalty of perjury that I am the property owner or authorized 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 ail applicable City of Federal Way regulations pertaining to the work authorized 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 reliance of the city, including its officers and employees, upon the accuracy of the information supplied to the city as a part of this application. SIGNATURE:.. L 'f DATE 'r I PRINT NAME I leF MECHANICAL PERMIT ite how many of each AIR HANDLING UNITS AIR CONDITIONER BOILERS COMPRESSORS DUCTING VALUE OF MECHANICAL WORK to be installed or relocated as part o this project. Do not include existir�g fixtures to remain FANS GAS PIPE OUTLETS OTHER (Describe) FIREPLACE INSERTS HOODS (commercial( FURNACES HOT WATER TANKS (G—) GAS LOG SETS REFRIGERATION SYST GAS PIPING WOODSTOVES sENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR PLUMBING PERMIT Additional Information NEW BUmme. VA LUE OF PLUMBING WORK Indicate how many o each type offixture to be installed or relocated as part o this project. Do not include existing fixtures to remain. BATHTUBS (or Tub/ShGw rCombo) LAVS (HsnaSinks) TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe) DRAINS SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS SINKS (Kitchen/Utility) WATER HEATERS (Electric) HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIXTURES sENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS Additional Information NEW BUmme. se p ADDITION XISTING/PREVIOUS USE LOT SIZE (In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? �( 61) o Yes t/ No Yes o No V Construction StoriesfAdditional Information 2ESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION (in square feet) EXISTING PROPOSED TOTAL CASEMENT IRST FLOOR (or Mobile Home) ECOND FLOOR OVERED ENTRY ,ECK ARAGE ❑ CARPORT ❑ THER (describe) l rea Totals EXISTING.... PROPOSED TOTAL *'NEW HOMES ONLY** STIMATED SELLING PRICE $ # OF BEDROOMS :OMMERCIAL — NEW/ADDITION FOR OFFICE USE AREA DESCRIPTION Area in Square Feet Occupancy Group(s) Construction Stories Additional Information NEW BUmme. ADDITION ;OMMERCIAL - REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION Area in Square Feet Occupancy Group(s) Construction StoriesfAdditional Information 'OTAL BUILDING TENANT AREA ONLY PROJECT AREA ONLY Public Health, Seattle alWing County rLETTE W. Record I.D. Number Site Design Application ForrlMr Individual On -Site Sewage System (OSS) ON U!/`> Submit 5 copies of application with 4 copies ofplans) Department Use Only Approximate 5410 SW 315TH ST PATTACH A DETAILED ROUTE/DIRECTION MAP Site Address: FOR LOCATING THE PROPERTY. `01 AUG2 4 2015 3 Name and address of property owner I GARY HUNDRUP, 32405 12TH AVE SW, FEDERAL WAY,WA,98023-4914 ITY OF FEDERAL WAY Applicant Street A6Mss 132405 12TH AVE SW, FEDERAL WAY Name HUNDRUP GARY City -Zip Code 98023-4914 Phone 253.279.2137 Last First 98038 Street Address 114525 246TH DR SE Designer I AMMAN JEFF City -Zip Code IMONROE 98272 Phone 360-794-7809 THIS IS NOT A PERMIT PROPERTY INFORMATION: Legal Description Attached 0 Parcel # (APN) 13 1 2 1 1101210101014101 Section: 1 11 0 Township:1 21 1 Range: 1 01 3 Subdivision Name: 1HEALY PALISADES ADD I Lot: 1 13,4,5 I I Block:1 11� Property Size: 1 1 5 1 9 1 s 1 313 1Sq. ft. Acreage: 1.37 Rural Area ❑ Urban Area (S) Distance from property line to nearest sewer: I N/A I FT Water Supply U (IP) = Individual XQ Group A Supply >1000 Group A Supply < 1000 ❑ Group B Supply Public Water Supply Name: I TACOMA WATER I ID#j I I I I I I Sensitive Area: U (Y?N) If yes, specify U (L,W,O) L = Landslide W = Wetlands O = Other & EROSION SYSTEM INFORMATION: New System U Repair Design U Correction of OSS Failure? UY?N Detailed Plans Attached (4 sets) U Y?N Type of Building I I IS IF I SF = Single Family MF = Multiple Family COMM = Commercial INST = Institutional Type of System Proposed: I I —I P I D G = Gravity GP = Gravity with Pump M = Mound SF = Sand Filter PD = Pressure Distribution HT = Holding Tank CT = Composting Toilet E = Experimental O = Other Dates Soils Logged 1 112 1 110 1 114 1 Soil Logs Attached: (Min. 4/lot) YI Y?N Depth to Watertable or Restrictive Layer: L 6 5 Ihches Maximum Slope in Drainfield/Reserve Area IBJ % CALCULATIONS: Number of Bedrooms: L 3 J Total Gallons/Day (450 minimum): 1 41 51 0 Gal. Soil Texture Type (1A-5) u Application Rate: 1 0.81 Gal/sq ft/day Total Absorption Area: I 151 61 41 Sq. ft. Trench Width I 36 inches Total Drainfield Length: 1 11 81 81 Ft. Septic Tank Size: 1 11 51 OI 01 Gal. Garbage Grinder NI Y?N Pump Chamber Size (if needed) 111 51 OI O Gal. Trench Depth (min/max): 2 1 / 2 4 inch I understand that failure to comply with the Code of King County Board of Health Title 13 may result in the disapproval of the sewage system being proposed in this application. O D may also lead to revocation of my Designer s Certi to of Competency end/or appropriate legal action by the Health Department. D '� 0 m ,/ 70 WAS100100 m O p Designer's Signature: ` K.C. ID# I ( I I I I Dab vrn, —' USE ONLY: NOTE: SYSTEM MUST BE INSTALLED BY A KING COUNTY CERTIFIED INSTALLE _ 'r'' 4 OTHERWISE APPROVED BY CODE APPROVED (date): 5 ``` t, BY: Comments J ®, Pre -Construction meeting required between designer, installer, builder prior to permit issuanceE E lv(vj APPROVAL OF THIS DESIGN APPLICATION IS BASED SOLELY ON INFORMATION PROVIDED IN THIS APPLICATION AND DOES NbT CONSTITUTE PERMISSION TO BEGIN CONSTRUCTION OF THE PROPOSED SEWAGE DISPOSAL SYSTEM OR ANY OTHER IMPROVEMENTS ON THE SITE. THIS AP 0 SHALL NOT BE CONSIDERED AN ASSURANCE, EITHER EXPRESSED OR IMPLIED, THAT DEVELOPMENT PERMITS FOR THE SITE WILL BE ISSUED. �� O ^ o 2015 THIS APPLICATION EXPIRES TWO YEARS FROM DATE OF APPROVAL. `u DISAPPRo (d�e); .1 � _ T BY: l_ EASTGATE See attached 8i(e I M tency sheet. ' '----- - PRE�h; <; i ! 7S YS 1 Any person aggrieved by arly.qecision or final grder of the Health Officer may file a writteniapplicgti dR 'V1,1 F� pIth Officer within 6 NMENYAL N days of the date of th o ° f' e'iic(Tittej1p,JC.C.B.O.H.Chapter13.1 APP�YEDo��5,1,1¢jtRev.7/21/00 0 • District Waiver Request Date December 12, 2014 Attach this request to the application in question Property Address 5410 SW 315TH ST, FEDERAL WAY Parcel Number 321020-0040 Activity Number Name of Person Making Request Jeff Amman Phone Number ( 360 ) 794-7809 Office or (425) 501-5195 Cel Identify relationship to subject property (designer, owner, developer, buildier, etc.) Designer • The applicant/designer is requesting a waiver of conditions described below: Reduce the property line setback to five feet. • Justification: PROPERTY LINE IS CLEARLY DEFINED AND UPGRADIENT. • Proposed mitigation measures (attach separage page if necessary) Reason this will not be a public health concern: SYSTEM DESIGNED PER TITLE 13. Findings (attach all supporting documentation): Comments from Field S anatarian: &e , L on 4 k e S/i l�, e v e iw � U d ,r owed 7_ht �i'j?Pr C'i1y�i9Cir� C2�C `_i il�i'(i lYl ��11 Cl�> Decision: Conditions of Approval: Person reviewing request for District Waiver Title 6 - S P ra rvlv Vz / Signature Date z112 District Waivers/Eastgate 3/30/00 May 20, 2015 Gary Hundrup .32405 12`h Avenue South Federal Way, WA 98023 hundrup@comcast.net Jim Ferrell, Mayor RE: File #15 -101376 -00 -AD; REVISED RESPONSE TO INQUIRY Critical Areas Assessment, 5418 SW 315`h Street, Federal Way Dear Mr. Hundrup: The City of Federal Way's Community Development Department has received your request for approval of the on-site septic system location at the above-mentioned property. King County Health Department needs verification from the city that the septic system is in an acceptable location before their department can approve the septic design. The proposed property is located within a Geologically Hazardous Area (GHA), landslide and erosion hazard areas, as depicted on the City's Critical Areas Map. Per Federal Way Revised Code (FWRC) 19.160.010, the Director of Community Development may permit development activities within 25 feet of the GHA if no reasonable alternative exists and only if the development activity will not lead to or create any increased slide, seismic, or erosion hazard. The city received a Geotechnical Recommendations Report, prepared by Robert M. Pride, LLC, dated May 5, 2015, that addresses the septic drain field location. Based on the report, the location of the septic drain field will not create any adverse impacts to the steep slope areas, as long as the geotechnical recommendations are followed. Therefore, the city has no objections to the location of the septic system in regards to the GHA. If you have any questions regarding this letter, please feel free to contact me at 253-835-2641 or becky.chapin@cityoffederalway.com. Sincerely, BeckyCh in Associate lanner C: Email: Jarone.Baker@kingcounty.gov Dm I D 69215 33325 8th Avenue South, Federal Way, WA 98003-6325 (253) 835-7000 • www.cityoffederalway.com Amman Sep�c Designs Inc 14525 246th Drive SE Monroe, WA 98272 Jarone Baker, R.S. Public Health Seattle/King County Site Address: 5410 SW 315'h ST Parcel #: 321020-0040 Owner: Gary Hundrup Activity #: ON 0147633 Jarone, Attached please find our design for the above referenced property which includes the letter from the City of Federal Way that you requested in your March 19'h denial letter. Nothing else has changed with the design from the original submittal; Please let me know if you have any questions and/or need anything else. Thanks for your help! Jeff Amman www.GOTPERK.COM JEFF( u.GOTPERK.COM (360) 794-7809 0 • District Waiver Request Date December 12, 2014 Attach this request to the application in question Property Address 5410 SW 315TH ST, FEDERAL WAY Parcel Number 321020-0040 Activity Number Name of Person Making Request Jeff Amman Phone Number ( 360 ) 794-7809 Office or (425) 501-5195 Cel Identify relationship to subject property (designer, owner, developer, buildier, etc.) Designer • The applicant/designer is requesting a waiver of conditions described below: Reduce the property line setback to five feet. • Justification: PROPERTY LINE IS CLEARLY DEFINED AND UPGRADIENT. • Proposed mitigation measures (attach separage page if necessary) Reason this will not be a public health concern: SYSTEM DESIGNED PER TITLE 13. Findings (attach all supporting documentation): Comments from Field Sanatarian: Decision: Conditions of Approval: Person reviewing request for District Waiver Title Signature Date District Waivers/Eastgate 3/30/00 WAP 7 321D20656 30901 JC) 2MKing :Cotmty SIMS 01 13197ft 31913 The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or Implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not Intended for use as a survey product. King County shall not be liable for any general, special, indirect, incidental, or consequential a damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of King County this map or Information on this map is prohibited except by written permission of King County. Date: 11/24/2014 Source: King County NAP - Property infDmiation (http://www.metrokc.gov/GISAMAP) ,' 794f,40TRC-T 3210240208 3413 5749 ;:31015 F �` 91451 99459 1021MYDR 5310200206 3ID22 3270200157,E S112 Wh'e't Si2und 329MIXI 45'F 31460 3270100147 Si3T', 5726 3210200214 3270200630 SIN 8043210200165 04 31042 Si62' 3210200190pi $i200iG5 3�702u01+t0 511.8 3110200480 rI 37112 5304 '+ NUJ 5714 32101000'61 321 D 16 317.23 ie 5416 67.29 321 20 SMI 3210100064 5747 31108' r y, 6047 --- 3210100004 3210200t16U = 5432 3210200405 321D200082 p 5124 _ -- 5500 S3is 327.0200117 ' 5135 1121034051 10210390311 1D2UU040 5323 3.2ID200600 b' 5141 9170100064 r 3210200395 `; 32702340 5908 c 3270100089 311,39' 3274200045 92iwool:J77 221D20011D Mill 31319 5414 5340 5320 3210200090 327020085 31102 005 3210200038 5330 5912 3221 3210240380 Wsh Faint State 5 Fayk 92102DO060 3210200091 321DW0382 97337 31336 3270200020 32102G0GSo r IB98700340 5231 321 00377 51,02 31405 189810 50 5740 5243 A 7021034002 Federal -Way 5323 327020U3t2 S700 31308 3144 1898700040 $344 32701017 54 5954 31414 5401 321010028i' -s" 37501 s1524 5109 541-� SW3142s 1+70100195 31D2UU34i 37579 7898700030 ,d190200�28 5325 S3ri9 .97527 LD ` 379'34 r' S94i 3270200360 37524 5216 199$700020 SOS 3210200351 ` 1021034015 3i444 4 WI S471 329D200332 Mg , 32102DO320 5320 97537 1B9874�070 's5326 3210zOL1353 5149 fl - 5352 1621039016 r' 37550 3210200312 5344 70 1094035 5356 32102=42,, r KK 1D`11039045 ~ 5400 5235 59177 99360 X40$ . 5911 5414 *� a 31 0240317 9021734027 37744 37774 31736 1D27D340,f6 31715 31722 1621439001 37'676 -31616 31723 1021039019 37907 ,5212 MISq ` iD27039691 1021039017 37.$05 y 1021039[128 a5 5219 Q'T 52172 vW1039046 .11,909 31806 JC) 2MKing :Cotmty SIMS 01 13197ft 31913 The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or Implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not Intended for use as a survey product. King County shall not be liable for any general, special, indirect, incidental, or consequential a damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of King County this map or Information on this map is prohibited except by written permission of King County. Date: 11/24/2014 Source: King County NAP - Property infDmiation (http://www.metrokc.gov/GISAMAP) T94 CERTIFICATE OF WATER AVAILABILITY Page TACOMA WATER PROJECT ADDRESS: 5418 SW 315TH ST, FEDERAL WAY, WA 98023-2035 APPLICATION NUMBER: 20000149750 SUBDIVISION/PROJECT NAME: PROPOSED SFD PARCEL: PA3210200040 FIRE FLOW INFORMATION: FOR ALL RESIDENTIAL PROJECTS, WATER MAINS: * Location of nearest main capable of supplying at least 500 GPM: SW 315TH ST If not in street at front of property, distance from property to above main is: NIA feet, HYDRANTS: * Distance from centerline of property frontage to nearest hydrant measured along routes of fire apparatus travel is: 120 ± feet. THE AMOUNT OF AVAILABLE FIRE FLOW INDICATED ABOVE IS IN ADDITION TO REQUIREMENTS FOR NORMAL DOMESTIC MAXIMUM USE. A WATER SYSTEM VICINITY MAP WHICH SHOWS THE WATER MAINS AND HYDRANTS SERVING THIS PROJECT IS REQUIRED FOR ALL PROJECTS. A contract has not been signed with the applicant for water service. The above information is an accurate account of the existing or necessary water system facilities. FOR PRELIMINARY SHORT PLAT OR SUBDIVISIONS: We. understand that this document, in absence of a legal contract, constitutes a certification of willingness and ability to provide water service subject to the conditions noted. WATER PURVEYOR: CITY OF TACOMA, T.P.U., WATER DIVISION. DATE: 11/18/2014 SIGNATURE: L ..1 C:r✓� TITLE: FOR FINAL SHORT PLAT, SUBDIVISION, BUILDING PERMIT, SEPTIC DESIGN: WATER MAIN ONLY APPROVED FOR FINAL ACCEPTANCE, NOT PRIVATE CONTRACT ACCEPTANCE We the undersigned water purveyor, certify that we will assume full operational and maintenance responsibility for the above water system which has been designed, approved, and installed in accordance with Washington Administrative Code 246-290, RCW 90.44 (Water Rights Permits), Pierce County Code 17C.60.165 and 19D.130, and an approved water system comprehensive plan. WATER PURVEYOR -? CITY OF TACOMA, T.P.U., WATER DIVISION. DATE: 11/18/2014 SIGNATURE: 11 TITLE: ` S /Z This certificate is valid for a period of THREE YEARS from the date of issue solely for the specific property/project indicated. Changes in the number of lots and/or use will require re-application by the applicant, evaluation by the department and issuance of a new certificate. (Board of Health Resolution No. 2001-3282 - Land Use Regulations) THE ABILITY TO PROVIDE SERVICE IS DEPENDENT ON PIERCE COUNTY'S WILLINGNESS TO PERMIT THE INSTALLATION, WHICH MAY INCLUDE CUTTING THE DRIVING SURFACE OF THE STREET. 70 1 00x0 0; w 0004 x, ,r� �U \� 1 ` w 5058 .5 WD 67 T 90# Ln .� 1 9034 z � i L4 11 a 5 cn Ln } 1 53rd AveSW W 1�1 N 1 1 CA A E—F—G—H 10A-1 1A ,3 r , 9A - 708' 0500 0064 `• / H IAL IIJL k AL 3 •!, y d s+c �-�JTSL L/�J 9.DE S IAD G*E 3 THRU 5 0040 a F 008-q12-13 c Ul) a LoLO k rq M �co 5 THRU 8 S u I 0036 0045 5 THRU 8 ? j u z 8 ` 1 I 0050 —9A S 0056 10A 1 1 1A— 12 & 13 f0 1-2 tl I 0077 0090 jN 0020I 0001 -- �}' 5063 "4 I - 4 F� cV �'}' � — d �-,4.svt.. aaaavu^..•ass^a...:: Ysa- . Y. 55 17A-12 & 13 40 6" AC �tV z ka Oa91 i 4,"',/ 150 LO LO M� 3�S (W p 1 6 M 0286: M y w, `I1 a " X ���7 b x285 2 dr 6 j 0287 031 5s g+ 50# LO _ 0305 03an 507 c3� polN.'. tl'�''` 8-9 X15 'D 0295 Q r ^~ Os 0359 OR K D 6 P t.x 2�W .4' - N(f i 035 \ ,. — S 0358 49# �� 7 t hyo T�, ,1�507J'r iJ.341 8 036 • CITY OF +"..... Federal Way April 2, 2015 Gary Hundrup Via Email: hundrup@comcast.net comcast.net RE: File #15 -101376 -00 -AD; RESPONSE TO INQUIRY Critical Areas Assessment, 5418 SW 315" Street, Federal Way Dear Mr. Hundrup: • CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com Jim Ferrell, Mayor The City of Federal Way's Community Development Department has received your request for approval of the on-site septic system location at the above-mentioned property. King County Health Department needs verification from the city that the septic system is in an acceptable location before their department can approve the septic design. The proposed property is located within a Geologically Hazardous Area (GHA), landslide and erosion hazard areas, as depicted on the City's Critical Areas Map. Per Federal Way Revised Code (FWRC) 19.160.010, the Director of Community Development may permit development activities within 25 feet of the GHA if no reasonable alternative exists and only if the development activity will not lead to or create any increased slide, seismic, or erosion hazard. The site had previously been approved for a Single Family House in 2006. At that time, Robert M. Pride, Inc. provided geotechnical analysis of the site. Based on reports provided by Robert M. Pride, Inc. and subsequent review by the city's consultants, Landau Associates, the site was approved for construction of the home and site improvements. The new proposed house is smaller in size and the location of the septic system has remained the same; therefore, it appears the location of the proposed septic system is acceptable. The city will need to review an updated geotech report which addresses the current septic system design in order to determine all potential impacts to the GHA. The new single family house will require a building permit application including submittal of a revised/addendum to the existing geotech report. At that time, a complete site assessment of all impacts to the GI -IA will be conducted. If you have any questions regarding this letter, please feel free to contact me at 253-835-2641 or becky.chapin@cityoffederalway.com. Sincerely, Becky Chapin Associate Planner Doc LD 69738 Septic System Operating Capacitv Versus Design Capacity Tax Parcel #: 321020-0040 The attached septic design was designed for a maximum daily load of 450 gallons per day. Exceeding this amount may result in pre -mature system failure. Daily operation of this system at approximately 90 gallons per bedroom (270 gallons per day) should help extend its effective lifespan with proper maintenance. The attached septic design was designed to process and dispose of "residential grade" sewage which falls within the following ranges: BOD5 130-230 mg/1 CBOD5 108-191 mg/1 Total Suspended Solids 49-150 mg/l Oil & Grease 10-25 mg/l Exceeding the above values or consistent use at or near the maximums may result in pre- mature system failure. Please note that Amman Septic Designs Inc and Jeff Amman have only designed the above referenced septic system and approved the installation of said design. Due to factors beyond our control such as abuse, neglect, failure to maintain an Operation and Maintenance contract with a licensed maintainer as required, effluent strengths, water use, additive use (not recommended), etc.... Amman Septic Designs Inc and Jeff Amman do not warrant and/or guarantee the lifespan of this septic system. Proper sewage habits and maintenance are crucial to the longevity of this septic system. Hydraulic Calculation Summary Sheet: Page 12 of Submission Provide basic calculations for evalutaion of any pressure system The following is an example for a PD system Pressure Distribution System Summary Sheet For: 2—/ e�724:V �— d � Transport Pipe Length '`ate ft Diameter Inch Class= Manifold Pipe Length 2— ft Diameter — Inch Class �-10 Manifold Type: Central End Header Lateral Diameter Longest Lateral Length Z Ft Class -5,46W Longest Allowed Lateral Length 1542— - Ft Orifice Size /ts Inch Spacing -�e Ft Total # of Orifices System Flow Rate (Orifice Discharge Rate X# of Orifices) 3X Gal/Min(GPM-� Friction Losses Transport Pipe Ft Manifold 2, Ft Laterals Ft Fittings/Valves Ft Elevation Ft Total Dynamic Head 5-�Ft Required Pump Capacity 21 Gal/Min(GPM) Total Dynamic Head (TDH) 1 Pump Size Pump Capacity %�--2-r✓� Pump Tank Model Pump Tank (Gal/Per/Inch) Dose Volume Gallons Doses per Day Low Pressure System Requirements (Timed Dosing) Schedule 40 pipe shall be used throughout this system. Orifice diameter is 3/16 inch oriented in the 6:00 position. Lateral diameter is 1.25 inch with upturns at each end with a 6 inch monitoring port accessible from the surface. Transport diameter is 2 inch. 2 inch splitter manifold. Residual head to be set at 24" on all laterals. All orifice spacing to be FOUR foot on center. Dose volume shall be gallons dosed TWO times/day Rhombus Timer mechanism to be UL listed and housed in a min. of a NEMA 4 box. Timer to be set at TWELVE hours off, minutes on. Water tight pump chamber with risers to the surface to be a minimum of gallons total capacity. / a pump or equiv. required. Total dynamic head = -5—Ffeet. Total Drainfield system output = 2 gallons/min. . King County Department o0f A,,sessments: eReal Property Page 1 of 3 New Search Prapertr Tax Bill hfap This Property Glossary of Terms Area Aeport Print Property I)e[ail '�C Reference Lin PARCEL DATA King County Ta {Parcel 321020-0 Links � Name BUTZ RONALD D Site Address Residential Area 052-014 (SW Appraisal District) Property Name Legal Description Jurisdiction 040 Improved jAVERAGE Present Use 1 Vacant(Single-family) Base Land Value SgFt ` 0 Legal Description Jurisdiction FEDERAL WAY Improved jAVERAGE Present Use 1 Vacant(Single-family) Base Land Value SgFt ` 0 Base Land Value 183,000 - - Base Land Value Impacted -I 90 HEALY PALISADES ADD LOT 3 TGW LOTS 4 & 5 LESS S 270 FT OF SO LOTS 4 & 5 LESS N 150 AS PER =EDERAL WAY LOT LINE ELIMINATION #05 -105579 -00 -SU REC #20060920001682 PLat Block: 1 Plat Lot: 3 THRU 5 Highest & Best Use As If ! SINGLE FAMILY Highest& Best Use As '; (unknown) Improved jAVERAGE Present Use 1 Vacant(Single-family) Base Land Value SgFt ` 0 Base Land Value 183,000 - - Base Land Value Impacted -I 90 Base Land Valued Date 5/14/2013 Base Land Value Tax Year 2014 Land SgFt 159,533 Acres 11 37 1 Views I! Rainier f 1 Territorial -_— jAVERAGE Olympics - !AVERAGE - Cascades Deed Restrictions Development Rights Purchased Easements Native Growth Protection Easement DNR Lease Seattle Skyline Puget Sound I GOOD --- Lake Washington Lake Sammamish Lake/River/Creek (— I — Other View I Designations Historic Site Current Use ((none) -_ Nbr Bldg Sites I I NO I NO I NO Adjacent to Golf Fairway Adjacent to Greenbelt Other Designation Deed Restrictions Development Rights Purchased Easements Native Growth Protection Easement DNR Lease I NO NO I NO I NO INC, LAND DATA Percentage Unusable '0 - V- Unbuildable NO Restrictive Size Shape i NO - 'Zoning RS15.0 Water WATER DISTRICT Sewer/Septic (none) Road Access PUBLIC Parking iADEQUATE Street Surface ` �- i - PAVED- — Waterfront Waterfront Location I —� Waterfront Footage 10 `� I Lot Depth Factor -- jo Waterfront Bank !NO INO Problems j Tide/Shore j ;Waterfront Restricted Access I - IWaterfront Access Rights 1 Poor Quality (Proximity Influence --I i NO - _ - I NO - -� NO BUILDING TAX ROLL HISTORY r_ Property Tax Advisor • Washington Ste Department of Revenue (Exten link) Washington Ste Board of Tax Appeals (E)dem link) Board of Appeals/Eguali: a Districts Repon iMap Recorder's Offi Scanned imaae surveys and ott map document: Scannedimaae plats Notice mailing dat 09111/2014 � Tax (Omit LevyTAppraised Appraised Appraised New YaxablelTaxable �Taxabiel Tax Account iValued Year IYearlYear Code Land Imps Totai Dollars Land I Imps Total Value Value ($) Value ($) Value ($) I ($) Reason http://info.kingcounty.gov/Assessor/eRealProperty/Detail.aspx?ParceINbr=3210200040 11/24/2014 Nuisances Topography IYES !Traffic Noise i (Airport Noise !Power Lines !Other Nuisances !NO INO Problems Water Problems I NO ^ Transportation Concurrency NO I Other Problems iYES I Environmental Environmental (YES I Environmental I Type Information Delineation Percentage Source study BUILDING TAX ROLL HISTORY r_ Property Tax Advisor • Washington Ste Department of Revenue (Exten link) Washington Ste Board of Tax Appeals (E)dem link) Board of Appeals/Eguali: a Districts Repon iMap Recorder's Offi Scanned imaae surveys and ott map document: Scannedimaae plats Notice mailing dat 09111/2014 � Tax (Omit LevyTAppraised Appraised Appraised New YaxablelTaxable �Taxabiel Tax Account iValued Year IYearlYear Code Land Imps Totai Dollars Land I Imps Total Value Value ($) Value ($) Value ($) I ($) Reason http://info.kingcounty.gov/Assessor/eRealProperty/Detail.aspx?ParceINbr=3210200040 11/24/2014 ' Public Health, Seattle Ing County � CQ TT F Record I.D. Number Site Design Application Form or Individual On -Site Sewage System (OSS) ON Submit 5 copies of application with 4 copies ofplans) Department Use Only Approximate 5410 SW 315TH ST ATTACH A DETAILED ROUTE/DIRECTION MAP Site Address: FOR LOCATING THE PROPERTY. Name and address of property owner LARY HUNDRUP, 32405 12TH AVE SW, FEDERAL WAY,WA,98023-4914 Applicant Street Address 132405 12TH AVE SW, FEDERAL WAY Name HUNDRUP GARY City -Zip Code 98023-49141 Phone r 253.279.2137 Last First 98038 Street Address 114525 246TH DR SE Designer AMMAN JEFF City -Zip Code IMONROE 98272 Phone 360-794-7809 THIS IS NOT A PERMIT PROPERTY INFORMATION: Legal Description Attached X Parcel # (APN) 1 31 2 1 1 1 0 1 z 1 0 1 0 1 0 1 41 0 1 Section: 1 11 0 Township:1 21 1 Range: 1 01 3 Subdivision Name: HEALY PALISADES ADD I Lot: 1 13,4,5 ( Block:I 1 11� Property Size: 1 5 I 9 I 5 13 13 ISq. ft. Acreage: 1.37 Rural Area ❑ Urban Area B Distance from property line to nearest sewer: I N/A I I FT Water Supply u (IP) = Individual XD Group A Supply >1000 E:] Group A Supply < 1000 ❑ Group B Supply Public Water Supply Name: I TACOMA WATER I ID#j Sensitive Area: U (Y?N) If yes, specify U (L,W,O) L = Landslide W = Wetlands O = Other & EROSION SYSTEM INFORMATION: New System u Repair Design U Correction of OSS Failure? UY?N Detailed Plans Attached (4 sets) U Y?N Type of Building I IS IF 1 SF = Single Family MF = Multiple Family COMM = Commercial INST = Institutional Type of System Proposed: II —I P I D G = Gravity GP = Gravity with Pump M = Mound SF = Sand Filter PD = Pressure Distribution HT = Holding Tank CT = Composting Toilet E = Experimental O = Other Dates Soils Logged 1 112 1 110 1 114 1 Soil Logs Attached: (Min.4not) U Y?N Depth to Watertable or Restrictive Layer: 6 5 Fiches Maximum Slope in Drainfield/Reserve Area 01 % CALCULATIONS: Number of Bedrooms: 1 3 Total Gallons/Day (450 minimum): 1 41 S1 0 Gal. Soil Texture Type (1A-5) 3 Application Rate: 1 0.81 Gal/sq ft/day Total Absorption Area: I 1 51 61 4] Sq. ft. Trench Width I 36 inches Total Drainfield Length: 1 11 81 81 Ft. Septic Tank Size: 1 11 51 01 01 Gal. Garbage Grinder NI Y?N Pump Chamber Size (if needed) 1 11 51 01 � Gal. Trench Depth (min/max): 1 21 1 / 1 21 4 inches I understand that failure to comply with the Code of King County Board of Health Title 13 may result in the disapproval of the sewage system being proposed in this application. Non-compliance may also lead to revocation of my Designer' a 'tate of mpetency and/or appropriate legal action by the Health Department. WA5100100 Designer's Signature:: K.C. ID# Date: 04/02/15 FOR HEALTH DEPARTMENT USE ONLY: NOTE: SYSTEM MUST BE INSTALLED BY A KING COUNTY CERTIFIED INSTALLER UNLESS OTHERWISE APPROVED BY CODE APPROVED (date): BY: Comments ❑ Pre -Construction meeting required between designer, installer, builder prior to permit issuance APPROVAL OF THIS DESIGN APPLICATION IS BASED SOLELY ON INFORMATION PROVIDED IN THIS APPLICATION AND DOES NOT CONSTITUTE PERMISSION TO BEGIN CONSTRUCTION OF THE PROPOSED SEWAGE DISPOSAL SYSTEM OR ANY OTHER IMPROVEMENTS ON THE SITE. THIS APPROVAL SHALL NOT BE CONSIDERED AN ASSURANCE, EITHER EXPRESSED OR IMPLIED, THAT DEVELOPMENT PERMITS FOR THE SITE WILL BE ISSUED. THIS APPLICATION EXPIRES TWO YEARS FROM DATE OF APPROVAL. DISAPPROVED (date): BY: See attached Site Deficiency Sheet. Any person aggrieved by any decision or final order of the Health Officer may file a written application for appeal to Health Officer within 60 calendar days of the date of the above decision. (Title 13, K.C.B.O.H. Chapter 13.12 - Sewage Review Committee). CS 13.15.97 Rev. 7/21/00 RECEIVED 90.0 90.0 _ _ 90. -?-0- 0 NOTE, PER PUBLIC HEALTH SEATTLE/KING COUNTY TITLE 13 TABLE 13.28-2 ALL STORM WATER INFILTRATI❑N COR DISPERSI❑N) TRENCHES MUST BE AT LEAST 30 FEET AWAY FROM SEPTIC SYSTEM TRENCHES (AND RESERVE) IF THE STORM SYSTEM IS DOWN GRADIENT FROM THE SEPTIC SYSTEM. THE SETBACK IS 100 FEET IF THE STORM SYSTEM IS UPGRADIENT FROM THE SEPTIC SYSTEM, NOTE: PUBLIC HEALTH SEATTLE/KING COUNTY TITLE 13 TABLE 13.28-2 REQUIRES THAT A SEPTIC DESIGN DELINEATE AN AREA FOR STORM WATER INFILTRATION AND/OR DISPERSION. — THE AREA SH❑WN ❑N THIS DESIGN IS SIMPLY AN AREA THAT MEETS THEIR REQUIREMENTS AND SHOULD NOT BE CONSTRUED AS A STORM WATER SYSTEM DESIGN. ONLY A LICENSED ENGINEER CAN DESIGN A STORM WATER SYSTEM, I I 0 o ►►►I I III► .I► IIII IIII 5 I loo,0 18'`J I 16'� \ II \� II 1 I 10'R 10'R -awuHm M v) OD n �r- 3: mc -1 o�-4 o£ZCA cd�� ")o o J=M-1 0'D3� 70 n 'U M ;u N -4dr�mo ��M� SL4 = D M M DESIGN CONTROL POINT BASE OF TREE EL 100.0 _ 5' A 5' SL1 i II NOTE, PER PUBLIC HEALTH SEATTLE/KING COUNTY TITLE 13 TABLE 13.28-2 ALL STORM WATER INFILTRATI❑N COR DISPERSI❑N) TRENCHES MUST BE AT LEAST 30 FEET AWAY FROM SEPTIC SYSTEM TRENCHES (AND RESERVE) IF THE STORM SYSTEM IS DOWN GRADIENT FROM THE SEPTIC SYSTEM. THE SETBACK IS 100 FEET IF THE STORM SYSTEM IS UPGRADIENT FROM THE SEPTIC SYSTEM, NOTE: PUBLIC HEALTH SEATTLE/KING COUNTY TITLE 13 TABLE 13.28-2 REQUIRES THAT A SEPTIC DESIGN DELINEATE AN AREA FOR STORM WATER INFILTRATION AND/OR DISPERSION. — THE AREA SH❑WN ❑N THIS DESIGN IS SIMPLY AN AREA THAT MEETS THEIR REQUIREMENTS AND SHOULD NOT BE CONSTRUED AS A STORM WATER SYSTEM DESIGN. ONLY A LICENSED ENGINEER CAN DESIGN A STORM WATER SYSTEM, I I 0 o ►►►I I III► .I► IIII IIII 5 I loo,0 18'`J I 16'� \ II \� II 1 I 10'R 10'R -awuHm M v) OD n �r- 3: mc -1 o�-4 o£ZCA cd�� ")o o J=M-1 0'D3� 70 n 'U M ;u N -4dr�mo ��M� SL4 = D M M DESIGN CONTROL POINT BASE OF TREE EL 100.0 _ 5' A 5' SL1 • 5 11� 60,00' SW 315TH ST APP R4:)�ED 4G COUNTY ATse! TLUgl.IC HEALTH HP l 3' HIGH CUT BANK ALONG DRIVEWAY 2' HIGH CUT BANK ALONG DRIVEWAY SOIL LOGS 1. 0-38' LOAMY MEDIUM SANDS, 38-52' COMPACTED S❑IL 2. 0-781+ LOAMY MEDIUM SANDS 3. 0-841+ LOAMY MEDIUM SANDS 4. 0-65'+ LOAMY MEDIUM SANDS 5. 0-43' DISTURBED SAND, 43-65' CLAY MIXED WITH DISTURBED SAND DRAINFIELD TO BE COVERED WITH 12' OF NATIVE SOILS S❑IL AFTER FINAL INSTALLATION INSPECTI❑N. DESIGNER TO VERIFY QUALITY AND DEPTH OF COVER SOIL AT BACKFILL INSPECTION. PERMANENT BARRIER REQUIRED ALONG THE WEST EDGE OF THE DRIVEWAY TO PROTECT THE RE DRAINFIELD. IE CURB, FENCE, ROCKS, RR TIES, OR EQUIV, 188 LINFT (564 SQFT) PRESSURE DISTRIBUTION SYSTEM PRIMARY DRAINFIELD AREA. 36' TRENCH WIDTH, 21-24' DEPTH TRENCHES TO BE 7' ON CENTER, EXISTING WATER METER AND PROPOSED WATER LINE TO HOUSE Amman Septic De5ign5, Inc. 14525 246th Dr, SE Monroe, WA 98272 FEE TO BE CHARGED FOR FINAL INSPECTI❑N SEE WWW,G❑TPERK,C❑M SCALE 1"=20' Tax Parcel #1321020-0040 (360) 794-7809 Office (425) 501-5195 Cell (360) 794-5408 Fax Ak 9 0 • 0 w II a � J I I • 5 11� 60,00' SW 315TH ST APP R4:)�ED 4G COUNTY ATse! TLUgl.IC HEALTH HP l 3' HIGH CUT BANK ALONG DRIVEWAY 2' HIGH CUT BANK ALONG DRIVEWAY SOIL LOGS 1. 0-38' LOAMY MEDIUM SANDS, 38-52' COMPACTED S❑IL 2. 0-781+ LOAMY MEDIUM SANDS 3. 0-841+ LOAMY MEDIUM SANDS 4. 0-65'+ LOAMY MEDIUM SANDS 5. 0-43' DISTURBED SAND, 43-65' CLAY MIXED WITH DISTURBED SAND DRAINFIELD TO BE COVERED WITH 12' OF NATIVE SOILS S❑IL AFTER FINAL INSTALLATION INSPECTI❑N. DESIGNER TO VERIFY QUALITY AND DEPTH OF COVER SOIL AT BACKFILL INSPECTION. PERMANENT BARRIER REQUIRED ALONG THE WEST EDGE OF THE DRIVEWAY TO PROTECT THE RE DRAINFIELD. IE CURB, FENCE, ROCKS, RR TIES, OR EQUIV, 188 LINFT (564 SQFT) PRESSURE DISTRIBUTION SYSTEM PRIMARY DRAINFIELD AREA. 36' TRENCH WIDTH, 21-24' DEPTH TRENCHES TO BE 7' ON CENTER, EXISTING WATER METER AND PROPOSED WATER LINE TO HOUSE Amman Septic De5ign5, Inc. 14525 246th Dr, SE Monroe, WA 98272 FEE TO BE CHARGED FOR FINAL INSPECTI❑N SEE WWW,G❑TPERK,C❑M SCALE 1"=20' Tax Parcel #1321020-0040 (360) 794-7809 Office (425) 501-5195 Cell (360) 794-5408 Fax Ak 9 0 • 0 _—----------------------- W --- _----------------------- � --- SEWAGE TANKS TO BE INSTALLED , AN D BEDDED ACCORDING T❑ THE MANUFACTURER'S DIRECTI❑NS AND UPON A LEVEL, STABLE BASE THAT WILL NOT SETTLE. TANKS TO BE WATER TIGHT W•T• 1500/2 SEPTIC TANK TESTED TO THE BOTTOM OF THE RISERS. OUTLET EL 69.0 SCREENED OUTLET FILTER EXISTING RETAINING WA_XI —_ _— __ —� —� • REQUIRED. LL —_ 90,0 =SNOOD W.T. 1500 GALLON PUMP TANK WITH Z❑ELLER 189 EFFLUENT PUMP SET TO DOSE 225 GALLONS ONCE Q EVERY TWELVE HOURS, SL5 • � I5' D3034 4' TL & CLEANOUT Q PLUMBING STUBOUT EL 70,0 I 2' RHOMBUS IFS TIMER CONTROL PANEL LOCATION O PANEL TO BE MADE TO HANDLE THE 240 VOLT PUMP • PROPOSED THREE I BEDROOM SINGLE • FAMILY RESIDENCE ' I0 80'+- I �v • v� PROPOSED STORM WATER SYSTEM // INFILTRATI❑N SYSTEM AREA TO BE j DESIGNED BY OTHERS. QO �O 109,55' NOTEi PER PUBLIC HEALTH SEATTLE/KING COUNTY TITLE 13 TABLE 13,28-2 ALL STORM WATER INFILTRATION (❑R DISPERSION) TRENCHES MUST BE AT LEAST 30 FEET AWAY FROM SEPTIC SYSTEM TRENCHES (AND RESERVE) IF THE STORM SYSTEM IS DOWN GRADIENT FROM THE SEPTIC SYSTEM, THE SETBACK IS 100 FEET IF THE STORM SYSTEM IS UPGRADIENT FROM THE SEPTIC SYSTEM, NOTEi PUBLIC HEALTH SEATTLE/KING COUNTY TITLE 13 TABLE 13,28-2 REQUIRES THAT A SEPTIC DESIGN DELINEATE AN AREA FOR STORM WATER INFILTRATION AND/OR DISPERSION, THE AREA SHOWN ON THIS DESIGN IS SIMPLY AN AREA THAT MEETS THEIR REQUIREMENTS AND SHOULD NOT BE CONSTRUED AS A STORM WATER SYSTEM DESIGN. ONLY A LICENSED ENGINEER CAN DESIGN A STORM WATER SYSTEM, rh Mc o� ' - ;:p � � cn -0 rn o a� rn r —t = rn o ...,, a r V �F waSyry'Li(� Amman Septic Designs, Inc. 0100 14525 246th Dr, SE 10 JEFF AMMAN Monroe, W" 98272 JSEDDESIG1JEFt FEE TO BE CHARGED FOR FINAL INSPECTI❑N SEE WWW,G❑TPERK,C❑M i 0 APPROVED SEATTLE -KING UNTY SPT PUB PUBLIC IJ SCALE 1"=20' Tax Parcel #1321020-0040 (360) 794-7809 Office (425) 501-5195 Cell (360) 794-5408 Fax DATE -I—__ 794-7809 C M"" L IAN( Office (425) ALDG IlavEVAx 1tl6NM (360) .�� SENILE T11XS m !E RATALLCD �� — IODI IEDDED ALCOROING m TIE MVAFACTIIRER'S DIRECTNA AND V.T. U00/2 SEPTIC TANK LPD! A LEVCL, STAILE MSE TINT VR1 WITSETTLE.TANS TO A NATER TIFNf TESTTIE ImTw 6 TIE RISERS. ED W LD E 69D SCRF.DED DRLET FILTER a o -BH•+ Lawn —MEDILAt sNms �. 0-6Y+ Lauri IEmW SANDS REWIRED • SL1 1/ryp O RYP) V.T. 1300 GALLw %IIP TAN( VEE ZRLLCR 189 223 GALLOS DCE FF Gffi 0 ECVERYETVELVE IQRS. WSE 3 lit; y 3' D303A +• n L CLEAT ,"IMG STUW a )OD f�` gpdu iFi TivER LD+FRD. RUEL LA PIIP I FF PANR m >E MADE m VNIbLE rN: e40 vRT Jg Y A— TiE VEST EDGE w THE ➢RIVEVAY m PROTECT TIE S PROPOSED THREE N SIBB BEDROOM SINGLE {{�.� Yj FAMILY RESIDENCE NMNM STA � H, RT- MEA 36' TRENCH V@FW 21-2A• DEPTH AWA. T RENLIES m IE )' w CEIaER N 3. 3 ' 1 m. POISME 6 TREE EL 100D W 3• I , 60,00' sa+- T G N WTEATER METER PROPOSED LI NATER LITE TO NFAAE SW 315TH ST J IRTILT A STOnI NATER SYSTEM SYSTEM AREA m ➢E DEIIWD DESIGNED BY 0T1ERS. BY • 109,55' "—D PER AVU IEALTN SEATnE/VAT CDINTY TITI- TInE 13 TAILS 13E8-2 ALL STDIM NATER 1 _-" Di1LTTNnw — D]SPERSIDD TRENCHES NAT lE AT LEAST 3➢ lEET AVAY SEPTIC SYSTEM `— IF IS 1—S IND RESERVD ME TIE STORM SYSTEM -- IS IaSApif]FT FRT SEP1lC SYSTEM TIE — SETIALT ]S 100 FEET !S TIE STwM riiTFN IS " ItPFa.An1EM !Rw TIE SryTiC SYSTEM NT TE- PU0.1C IEILTH SEATTLE— CDNTT TTTLE 13 I -_ TA 1328-2 REWIRES TINT A SEPTIC DESIDI nEI—E AN MEA Fw SIDW NATER I—IRAnw AWM DISPERSI- TIE NEA SI ON THIS DESiw IS SII Y AN AREA THAT MEETS TMTIR REWIRDE.MS AI SIUILn IRI IE CwSTR11ED AS SYSTEM�Y A L1LE16ED ENGIN:ER YSTEMTX -lSYS- CAN TXi�A ST- N —:�i �-- I 1111 N r HIERI a INK ALDifi DUVEVAY A SIGNEO 0 8 M SERVICE CONTRAC' and ARECOROED NOTICE ON T�TI_E IS REQUIRED AT S i UB OU T RELEA;IF APPROVE $EATT-KING CGI'NTY (bEPT11;�� pUBL1C HEATH :;-I))-o 1,30 i � rn Z �rn n 3 cin M rn -4 C7 a" a mo r m o M d Amman Septic Designs, Inc. 14525 246th Dr, SE Monroe, WA 98272 FEE TO BE CHARGED FOR FINAL INSPECTI❑N SEE WWW,G❑TPERK,C❑M ENs DA-Tff SCALE 1"=50' Tax Parce( #:321020-0040 (360) 794-7809 C M"" L IAN( Office (425) ALDG IlavEVAx 1tl6NM (360) 794-5408 Fax SMLOGS IVR L 0-38• LD MEIIw SKIDS, 38-32' COPA.LTIM SnIL C D -)B•+ LOMYID SKIDS tnR a o -BH•+ Lawn —MEDILAt sNms �. 0-6Y+ Lauri IEmW SANDS S D -N3' ➢12TURIED SIJID, 43-63• LLAT MINED VITN DISTIAIED SAN➢ SL1 1/ryp O RYP) m lE LAVERS➢ VITM 12' 6 FF Gffi NAMEELD INTIVE SmLS STDL ALTER F1 4TI11ATIw NSPELT1 LESIGIER TD DSI I lit; y VERT Y RIM TTY 6 LWCR AT MC151LL I ➢FPTM IEPELnDi �3 S� S� PFAMNEM INKIER REWIRED Jg Y A— TiE VEST EDGE w THE ➢RIVEVAY m PROTECT TIE S nRADE1ELD. IE CLW, FENCE, RGCItS. RR —S. Ot EWiV. N SIBB {{�.� Yj LIIF"T (364 SOi"FJ PRESSURE V SYSTEM m—TELn NMNM STA � H, RT- MEA 36' TRENCH V@FW 21-2A• DEPTH AWA. T RENLIES m IE )' w CEIaER EDRRR 3. 3 m. POISME 6 TREE EL 100D 3• I , 60,00' T G N WTEATER METER PROPOSED LI NATER LITE TO NFAAE SW 315TH ST A SIGNEO 0 8 M SERVICE CONTRAC' and ARECOROED NOTICE ON T�TI_E IS REQUIRED AT S i UB OU T RELEA;IF APPROVE $EATT-KING CGI'NTY (bEPT11;�� pUBL1C HEATH :;-I))-o 1,30 i � rn Z �rn n 3 cin M rn -4 C7 a" a mo r m o M d Amman Septic Designs, Inc. 14525 246th Dr, SE Monroe, WA 98272 FEE TO BE CHARGED FOR FINAL INSPECTI❑N SEE WWW,G❑TPERK,C❑M ENs DA-Tff SCALE 1"=50' Tax Parce( #:321020-0040 (360) 794-7809 Office (425) 501-5195 Cell (360) 794-5408 Fax i • E 24' DIAM, ACCESS RISERS WITH SECURED LIDS AND GAS TIGHT SEALS (TYP) FINAL GRADE EL=S�2_/_ INFLUENT FROM HOUSE KING COUNTY APPROVED SCREENED OUTLET FILTER 1500 GALLON WATER TIGHT TWO COMPARTMENT SEPTIC TANK M❑NIT❑RING/CLEAN❑UT PORT INSPECTI❑N PORT CAP \ / THREADED CAP OR PLUG BACKFILL MATERIAL PVC HOSE OR LONG SWEEP ELBOW \-,t UNDISTURBED S❑ILS al GAL RESERVE CAPACITY HIGH WATER ALARM GAL DAILY DOSE VOLUME TIMER ACTIVATOR LEVEL HREADED UNION/QUICK DISCONNECT CHECK VALVE 1500 GALLON WATER TIGHT PUMP TANK TO DRAINFIELD INDEPENDENT FLOAT STEM FOR FLOAT MOUNTING Z❑ELLER f EFFLUENT PUMP VERTICAL CROSS SECTI❑N SLOPE = �7 NOT TO SCALE 12' SANDY LOAM COVER SOIL LAST ORIFICE , Cot" R SDj� PRESSURE LATERAL TRENCH 6' MIN OF WASHED DRAINR❑CK BELOW PIPE ,00 3� e)6' PVC WITH DRAIN HOLES VERTICAL SEPARATION NATURAL GRADE EXTEND TO BOTTOM OF GRAVEL TO M❑NIT❑R PONDING m r INFILTRATIVE SURFACE RESTRICTIVE LAYER RECEI..... APR 0 6 2015 EASTGATE ENVIRONMENTAL HEALTH SPLITTER MANIE❑LD TO DRAINFIELD LATERALS TRANSPORT PIPE Amman Septic De5ign5, Inc. 14525 246th Dr. SE Monroe, WA 98272 SEE WWW,G❑TPERK,C❑M WITH LOCKING LID :CK VALVES .Y REQUIRED IF TRENCHES ARE '3RADIENT OF MANIF❑LD VALVES NOT TO SCALE PRESSURE DISTRIBUTION (360) 794-7809 Office (425) 501-5195 Cell (360) 794-5408 Fax