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7115 174TH ST SW.PDFiiiiiiiiiiii 1058 7115 174TH ST SW ADDRESS: / lI J — c5_ J, d TAX ACCOUNT/PARCEL NUMBER: BUILDING PERMIT (NEW STRUCTURE): C� d 6 / �T COVENANTS (RECORDED) FOR: CRITICAL AREAS: 60 AV % "-"O 3 9 DETERMINATION: ❑ Conditional Waiver IV Study Required ❑ Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR:_ PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DA LATEMP\DSTsTorms\Street File Checklist.doc Att HtlitlVtU @1 PERMIT EXPIRES CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION USE ZONE k`�-�-/` PERMIT (% NUMBER 01 JOB ADDRESS •� SUITE/APT# �,..-r �..., OWNER NAME/NAME OF BUSINESS N PLAT NAME/SUBDIVISION NO. LOT NO. I LID NO. LID FEE $ MAILING ADDRESS CITY ZIP TELEPHONE + dVAAIn0S 326 NAME ADDRESS CITY ZIP (TELEPHONE NAME %%�, , 64 )W''g ADDRESS CITY STATE LICENSE NUMBER ZIP I TELEPHONE PROPERTY TAX ACCOUNT PARCEL NO. PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP CP RW Pe Approved ❑ rmit Required ❑ EXISTING PROPOSED Street Use Permit Req'd ❑ Inspection Required ❑ Sidewalk Required ❑ REQUIRED DEDICATION FT Underground ng required METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED C7 YES ❑ NO ❑ Z W z REMARKS OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE z W ' • DATE I CHECKED BY . ❑ NEW RESIDENTIAL 0 PLUMBING / MECH ❑ AUDITION COMMERCIAL 9 ❑ COMPLIANCE OR CHANGE OF USE ❑ REMODEL ❑ APARTMENT ❑ SIGN ❑ REPAIR ❑ GRADING CYDS ❑ FENCE X FT) ❑ DEMOLISH ❑ TANK ❑ OTHER ❑ GARAGE CARPORT RETAINING WALL ROCKERY ❑ ❑ RENEWAL (TYPE OF USE. BUSIN SS OR ACTIVITY) EXPLAIN: �.� . .. NUMBER NUMBER OF CRITICAL OF DWELLING OI AREAS .a ... , STORIES UNITS NUMBER DESCRIBE WORK TO BE DONE . ll i1 EILF. ENGINEERING REVIEWED/DATE FIRE REVIEWED BY DATE 2 5 VARIANCE OR CU SHORELINE OR ADB# INSPECTION BOND REO'D POSTED I YES ❑ NO SEPA REVIEW SIGN AREA HEIGHT COMPLETE EXEMPT ALLOWED PROPOSED, ALLOWED PROPOSED EX P I LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.) ALLOWED PROPOSED FRONT SIDE REAR FRONT UR SIDE REAR z z z PARKING LOT AREA I PLANNING REVIEWED BY DATE g REQ'D I PROVIDED CHECKED BY I TYPE OF CONSTRUCTION CODE I OCCUPANT GROUP % SPECIAL INSPECTOR JAREA OCCUPANT REQUIRED ❑YES LOAD REMARKS PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REO' VALUATION I FEE PLAN CHECK FEE HEAT SOURCE G LOT SLOPE r....•—.----' __„••PE % .. BUILDING PLAN CHECK NO: VESTED DATE PLUMBING MECHANICAL THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO t: BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC GRADING/FILL DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE M SEPARATE PERMISSION. STATE SURCHARGE W PERMIT APPLICATION: 180 DAYS a PERMIT LIMIT: 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG. REVIEW FEES SEE BACK OF PINK PERMIT FOR MORE INFORMATION rn "APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS U) ENG. INSPECTION FEE ui IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF LAN& A EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND IN Ej:_�J, I� G ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY = FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE PLAN C K DEPOSIT RECEIPT o DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE = NOR LIMIT IN ANYWAY THE CITY'SABILITY TOENFORCE ANY ORDINANCE PROVISION." REC I T 7 TOTAL AMOUNT DUE/&'i65 I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION APPLICATION APPROVAL GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL This application is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid. and IN VIOLATIONjOF THE LABO CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided. WORKM S OMPENSATIO SURANCE AND RCW 18.27. - SIGNAj'UtiE OWNER O NT) DATE SIGNED AnC - n (''FLJ)� F IALS SIGNATURE / CAT E �,��-'.;- / 771-0220 pELEASED BY DAf9J ATT NTION EXT j333 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL 7%1-0221 A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CER`TIFI- CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX ORIGINAL -FILE YELLOW -INSPECTOR PINK -OWNER GOLD - ASSESSOR 5/98 #P20 Critical Areas Checklist CA File No: Site Information (soils/topography/hydrology/vegetation) 1. Site Address/Location 7 1 1 S 1 '14 -tt` S+ r e.e,+ 2 Property Tax Account Number: - 5 (3 1- 0 0 0- 13 $- 1 3 0 1 3. Approximate Site Size (acres or square feet) 12 %0400 squo-re: 4. Is this site currently developed? _X yes; no. If yes; how is site developed? b o Me s i +v- s i Yi t.e j q y 4% . 5. Describe the general site topography. Check all that apply. X_ Flat: less than 5-feet elevation change over entire site. 8 5 - 9 O 90 Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). 1,0 - 15 Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: a ; Approx. Depth: 7. Site contains areas of seasonal standing water: _�o ; Approx. Depth: _ What season(s) of the year? 11A 8. Site is in the floodway tA/A floodplain AA— of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? N/A Flows are seasonal? t" (What time of year? ). 10. Site is primarily: forested ; meadow ;shrubs ; mixed urban landscaped (lawn, shrubs etc) X 11. Obvious wetland is present on site: For City Staff Use Only 1. Plan Check Number, if applicable? 2. Site is Zoned? 3. SCS mapped soil type(s)? .1/- Ac%3a" (cc�. - Ali„_ __ _Ll7_i_ i_ _ 4. Critical Areas inventory or C.A. map indicates Critical Area on site? `NA& Ares. ,..4,ZoC- 42 L-,Ja `'de )A aza d Ace,. 5. Site within designated earth subsidence landslide hazard area? /Vo . DETERMINATION Eco6ioc� �az�c t� Afe:b- �i STUDY REQUIRED WAIVER Reviewed bv: /�"/,,I' .� Date: #P20 'tic. 1 %9" City oAdmonds Development Services Department Planning Division Phone: 425.771.0220 Fax: 425.771.0221 The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application. for the City of Edmonds prior to his/her submittal of the application to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property.. The information needed to complete the Checklist .should be easily available from observations of the site or data available at City Hall (-qC Critical areas irk ` S. `� soil "J surveys). Date Receive�c : Q 3/ 0 8 y o o 7-- City Receipt #: 4 "1 Critical Areas File #: Cfz,4.2DO4 -0039 Critical Areas Checklist Fee: $135.00 Date Mailed to Applicant: A property owner, or his/her authorized representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. PERMIT" COUNTER The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that I am authorized to file this icatiope behalf of the owner as listed below. SIGNATURE of APPLICANT/AGENT v DATE 3 — A - 07 Property Owner's Authorization By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and posting attenoan 3to this jp&cation. /"�- /e�sa 17 0 �✓� have c�%9s . Owner/Applicant: Name 3,115 1-7 L(th �S+ Z-5, Street Address Ed MooAs W 1k ct 80ZG City State Zip Telephone: Z/as - 6218 3 0,1- qO Email address (optional): cam v n e C,o m ca ss'. rle-f Applicant Representative: Name Street Address City State Zip Telephone: Email Address (optional): • • CITY OF EDMONDS CRITICAL AREAS RECONNAISSANCE REPORT Site Location: 7115 — 174tt' Street SW Tax Acct. Number: 51310001381301 Determination: Study Required Determination #: CRA-2007-0039 Applicant: Dan and Sue Munro Owner: Dan and Sue Munro CRITICAL AREAS RECONNAISSANCE REPORT: STUDY REQUIRED During review and inspection of the subject site, it was found that the site may either contain or be adjacent to critical areas, including Landslide Hazard and Erosion Hazard Areas, pursuant to Chapters 23.40 and 23.80 of the Edmonds Community Development Code (ECDC). Per the City's LIDAR data, the slope on the northern portion of the property is approximately 40% to 46%. GENERAL CRITICAL AREAS REPORT REQUIREMENTS Critical Areas Reports identify, classify, and delineate any areas on or adjacent to the subject property that may qualify as critical areas. They also assess these areas and identify any potential impacts resulting from your specific development proposal. If a specific development proposal results in an alteration to a critical area, the critical areas report will also contain a mitigation plan. You have the option of completing the portion of the study that classifies and delineates the critical areas and waiting until you have a specific development proposal to complete the study. You may also choose to submit the entire study with your specific development application. • Please review the minimum report requirements for all types of Critical Areas that are listed in ECDC 23.40.090.D. There are additional report requirements for different types of critical areas (see below). • Note that it is important for the report to be prepared by a qualified professional as defined in the ordinance. There are options on how to complete a critical areas study, and there is an approved list of consultants that you may choose from. You may contact the Planning Division for more information. • General Mitigation Requirements for all Critical Areas are discussed in ECDC 23.40.110 through 23.40.140. STUDY REQUIREMENT - LANDSLIDE HAZARD AREA It appears that this property contains or is adjacent to a Landslide Hazard Area. • A Landslide Hazard Area is any area with a slope of forty percent (40%) or steeper and with a vertical relief of ten (10) or more feet (except areas composed of consolidated bedrock). • Landslide Hazard Areas are further defined and illustrated in ECDC 23.80.020.B. • In addition to the general requirements for Critical Areas reports referenced above, specific Critical Area report requirements for Landslide Hazard Areas are provided in ECDC 23.80.050. DEVELOPMENT PROPOSALS ASSOCIATED WITH LANDSLIDE HAZARD AREAS Development is restricted within a Landslide Hazard Area and its buffer. • Projects that will intrude into these areas will require a report by a licensed Geotechnical Engineer. • The criteria that are applied depend on the amount that the buffer is reduced. • The buffer can be reduced to a minimum often (10) feet (with an additional 15' building setback per ECDC 23.40.280) if a report is prepared that meets the standards listed in ECDC 23.80.050. The alteration must also meet the requirements listed in ECDC 23.80.060. • In addition, proposals to reduce the buffer to less than ten (10) feet must comply with the design standards listed in ECDC 23.80.070.A.3. STUDY REQUIREMENT — EROSION HAZARD AREA It appears that this property contains or is adjacent to an Erosion Hazard Area. Erosion Hazard Areas include: • Those areas with Alderwood and Everett series soils on slopes of 15 percent or greater. • Any area with slopes of 15 percent or greater and impermeable soils interbedded with granular soils and springs or ground water seepage. • Areas with significant visible evidence of ground water seepage, and which also include existing landslide deposits regardless of slope. DEVELOPMENT PROPOSALS ASSOCIATED WITH EROSION HAZARD AREAS Development within an Erosion Hazard Area must meet additional criteria. • For erosion hazard areas with suitable slope stability, the only critical area study needed is an erosion and sediment control plan prepared in compliance with the requirements set forth in Chapter 18.30 ECDC as part of the construction documents. This option is at the director's discretion, per Edmonds Community Development Code section 20.80.050.G. • In areas where the slope stability is not suitable, projects within Erosion Hazard Areas will require a report by a licensed Geotechnical Engineer or other qualified professional. Note that it is important for the report to be prepared by a qualified professional as defined in the ordinance. • Report requirements are given in ECDC 23.80.050, and more generally in ECDC 23.40.090.D. • Development standards are given in ECDC 23.80.060 and 23.80.070. ALLOWED ACTIVITIES Certain activities are allowed in or near critical area buffers as specified in ECDC 23.40.20. If you have any questions about whether your proposed development qualifies as an allowed activity, please contact a Planner for more information. EXEMPT DEVELOPMENT PROPOSALS Certain development proposals may be exempt from Critical Areas Requirements (ECDC 23.40.230). If you think that a specific development proposal may be exempt, contact a Planner for more information. NOTE: Cited sections of the Edmonds Community Development Code (ECDC) can be found on the City of Edmonds website at www.ci.edmonds.wa.us. 2 *STREET FILE � Critical Areas Checklist Site Information Project Name: Permit Number. Site Location: 1 115 I ? 4 4'` S+. S.W. Property Tax Account Number: 5131- 000 - f3R - 6q o 2 Approximate Site Size (acres or square feet): 12 00 cg. . Have you filled out a Critical Areas Checklist for a project on this site before? lA o General Site Conditions -B,; J+ ; h 19 4(. 1. Has the site been cleared or logged? %s Date of most recent action: P emo,eled 1968 -59 Soils / Topography po derwocd 2. -In the Snohomish County Soil Survey, what is the mapped soil type(s)? 45 : 1-0.%,A Co++np6 3. Describe the general site topography. Check all that apply. 2 +e 8 Flat less than 5 feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10 feet over a horizontal distance of 66 feet.) —Silly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10 feet of horizontal distance.) Steep: grades of greater than 301% present on site. Comments v.a lnornesi-4-e Sloead on 60.Ak (t4VV4Q side X 10+ 0^. y. 'j3�ildt �� 0.rEa ' � s level Hydrology/Vegetation. 4. Site contains areas of year-round standing water. 5. Site contains areas of seasonal standing water. rao Approx. Depth: na—.- 6. Site is in the floodway floodplain Ao of a water course. 7. Site contains a creek or an area where water flows across the grounds surface? Ao flows are year-round? _bJ o Flows are seasonal? 140 _ 8. Site is primarily: forested : meadow ; shrubs ; mixed �. 9. Obvious wetland is present on site: t_A0 10. Wetland inventory or map indicates wetland present on site: —1�- 11. Critical Areas inventory or map indicates any Critical Area on site: _ )WA '. WAIVER. Criucat areas stud as''t c -Deteririination Number. cf.41 'Rev MM2 wired Reviewer:.jzx Planner .Gate U r 64LK store - 890-199 City of Edmonds Critical Areas Chec'kfist The Critical Areas Checklist contained on this fonn is to be filled out by any person Preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a devcIopd2cnt permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are or may be present on the subject property. The information needed to complete the ChOddist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checldist, sign and date it, and submit it to the City. The City will review the chccldist, make a precursory site visit, and maim a determination of the subsequent stcPs necessary to complete a development Permit application. With a signed copy of this form, the applicant should also submit a vicinity map of the parcel wig' enough deb'l dw City staff can find and identify the subject Pamel(s)• In addition, the applicant is encouraged to include any other pertinent information or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site. I have completed the attached Critica, Area Checklist and attest that the answers provided are factual• to the best of my knowledge (fill out the appropriate column below). Owner / Applicant: Name owne.r- Title Street Address D � W� City, S to ZIP O Phone Applicant Representative: Name Title Street Address 7y5- City, State, ZIP 0737 Phone Signature -%-- Date l Signature Date The City of Edmonds APPLICATION for SIDE SEWER PERMIT NEW CONSTRUCTION REPAIRS 0 EASEMENT No...-..- ................................... OWNER -------------- tit -------------------------------------- -------------- ---------------------- CONTRACTOR - --- ------------------------------------------------------------------ * ------------------------- PERMIT No. .4--?— ADDRESS 174ml- M:,.W. .. ........ ....................................... I ......... I .................. .......... I ..... LEGAL DESCRIPTION: LOT No. ... "<:51THIBLOCK N . . ....... ................. MbF. '� F-JES� -P-w a' —7z— EASEMENT ................................. CONTRACTOR ........... ............... PERMIT No. ................ LEGAL DESCRIPTION: LOT No. ,-Bao. Ywe eR lee0A...Oe�';Zg'iai-ft--TR-pc-T-v-3 g, NAME OF ADDITION .1t:2'.4ft ....... -.'*AZ7V-0A9? A*3 ...... L-&Y-y 15- " /r.0 g.o APPLICATION for The City of Edmonds SIDE SEWER PER IT NEW CONSTRUCTION REPAIRS E] OWNER ..... ----- 1 17 ........................... ADDRESS ...... I/x .3 ......... ............................................... .... 0 NOTICE: No warranty of accuracy. The information shown on the attached map(s) was compiled for use by the City of Edmonds, its Employees and Consultants. The City of Edmonds does not warrant the accuracy of anything set forth on these map(s). Any person or entity requesting a copy should conduct an independent inquiry regarding the information shown on the map(s), including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown. Neither the City. of Edmonds nor its employees or officers shall be liable for the information given on map(s), nor for any one representation provided based upon said map(s). ;A`�'�` U� EDMONDS - SIDE: WATER -SEWER DEPARTMENT PERMIT �, Q% rCall 776-1107 for side sewer inspections BEFORE covering any portion of the construction.) `Inspection will be provided within 24 hours after request. NO Sat., Sun., or holiday inspections.) g!5 ADDRESS LOCATION OF CONSTRUCTION ............. r ''�'� ....k . '� .:P f PROPERTY LEGAL DESCRIPTION .---•---..r........ ..`t ......... „e :. .. = . ..s_. .. C)�1 .�.:a!'_... i . : "r»Yl . 1 -:iS P U-,f,v --------------•--•-------------------•-••-------..OWNER AND/OR BUILDER .......... .1j1V--9-_... ?p i"ONTRACTOR'S NAME & ADDRESS ._.. e `5 --!_ fi :7l=11,;; _ «? i ?' `do: �'-' �? ? Ro d EC.li l r f .................. l� ? -----•--- �_,_ormission is granted __.__ ^._'=oP l Y'.... ........................ 19.L .... for repair and/or connection of a side sewer to the city sanitary sewer system in accordance with City of Edmonds ordinances. ATTENTION IS CALLED TO THE FOLLOWING: / ITE No. 1—The owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must be employed to construct l ) side sewer in street area. Do not cover any portion of .sewer before it has been inspected. �i4OTE No. 2—All work performed in city right-of-way requires an Invasion'of Right -of -Way Permit obtainable from the City Engineer's office. NOTE No. 3—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. NOTE No. 4—Top of side sewer must have at least 30 inches coverage at property line and 12 inches inside property line; minimum grade of 2%. No bends in grade sharper than 'A will be permitted. NOTE No. 5—Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for failure due to improper work which may develop within one year of completion. NOTE No. 6—It is unlawful to alter or do any other work than is provided for in the permit, or to do any work on the main sewer or its appurtenances except to in- sert the pipe into the wye. DISAPPROVEDp Date------- ----------------------------------- By ................ Date ............. /� .------. - Date .................................... By ................ APPROVED ( Date.. ��..�r. -/ �. s`-?� By_.._.. �'-' -. r: ��`��^-�-_................................................................... Reunarks::....... _............................................................................. -----------•--------•-------•---.------•-------..-------------..--------•---•--------...--••----•------.-.-•-----..----•-------- ------------------------ ^"""---------•'--"----"------'---'•'_----------.........----'-------•--......---"----•---.......-----•......................... ~— BO P it Co ies Be Signed By Owner of Firm Performing Construction PRIOR To Request For Inspection i I, . ------------ --- - --. .. --. .................. ..............._ ..., hereby certify that the side sewer installation constructed under this permit (Owner of .rm Perfcr ' Construction) was inst d in acc an with a governing ordinances of the City of Edmonds. /'� C� Dated this.�� day of--.- .............................................. .... 197'� J J Check BEFORE you dig for: Water ❑, Gas E], Telephone E], Power E], Sewer E], Other E] V V r_1 - CITY OF EDMONDS FILT COPY 7110 - 210TH ST. SW - EDMONDS, WA 98026 - (206) 771-0235 - FAX (206) 744.6047 COMMUNITY SERVICES DEPARTMENT - PUBLIC WORKS DIVISION M October 20, 1995 Daniel Munro 7115 - 174th St. SW Edmonds, WA 98026 RE: Venting of Your Plumbing Fixtures Dear Mr. Munro: LAURA M. HALL MAYOR 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 city'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 operations 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. • Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan The city has come up with two options that will remedy your problem: Option #1 Upgrade stack vents for toilets and other fixtures which are experiencing problems to required sizes. Option #2 Install a cleanout 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 cleanout 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. Should you have any questions on these options, please call Everett Akau, Scott Highland or myself at'771-0235, extension 645 or 647. Sincerely, a a&)J Ron Holland Water/Sewer Supervisor Enclosure wordaWseweNnunro • ,,�y ssax3 rr9� "OQv�n� \1 0 d ail I b /8 1rn� mN�a� � o h o-� �Dt+rP J •�- 71� �/1� Yd :c� ��, ��!x3 Id ac; -�� 1►,.Ra h/t r3� � 7 cv.^-� ol• Vic, i'�.�dr� Z-irU tom, {-, Vtw dv--.) gold ,,h 17 <Sa 1,kq s V 0) YJ ., C Q Plastic Backwater Valve Non -corrosive flexible PVC flapper provides seal against backflow. Plastic cover is secured with four bolts and a gasket. Designed for use with Schedule 40 DWV pipe size. PVC` BODY F; 512E; Inc: ;:STACK 3 17104 $39.44 4 17106 41.46 ABS 512T m ` ,STOCK # EACH 3 17108 - $41.52 4 17110 43.64 VALIWSEWER LINE SPECIALTIES Opens in emergency situation LOWEST PLUMOM V OUTLET Lem Z: Sewer Relief Valve & Cleanout • Stops sewage from entering house • Stormwater applicable • Automatic Designed to release waste to outside of building m case of sewer line blockage. It can also prevent water from entering the house from high rain backflow conditions. It unlocks and relocks automatically, and the lid is removable to provide full access cleanout. While not specifically approved by any code, many health departments would rather have diluted waste outside a dwelling instead of inside. In many locations this can be a fantastic product. It's easy to install as it is designed to simply solvent weld over 4" Schedule 40 DWV pipe. SEWER RELIEF VALVE & CLEANOUT 17118 $37.82 Congratulations! National award winners David Sneed, second from left, and Larry Brown, third from the left, are flanked by TRWA Board President Dwayne Jekel, TRWA Executive Director Tom Duck, National Rural Water Association President Ernest Faucett, and TRWA District 4 Representative Richard Gist. 1 Bwoo For more information about joining aw0=00 the National Rural Water Association call or write: m NRWA (405) 252-0629 P.O. Box 1428 2915 South 13th Street Duncan, OK 73534 The Elder Valve • Sewer shutoff and clean out Serves both as a clean out and a disconnect. We've installed them many times ourselves. As a disconnect they encour- age slow paying customers to make sure their check really is in the mail. The Elder Valve can be screwed down to reduce flow by 95%. The shutoff feature is also valuable in areas of the coun- try where flooding can cause lift stations to fail and when jet truck sewer main cleaning can blow sewage back into homes. Highest quality. The body of the Elder Valve is equivalent to Schedule 40. It is designed to accept 4" SDR35 No. 3034 PVC pipe. ��EscwLrnoN �i51'OCK#..~� CAp�. COMPLETE UNLr 17112 $56.50 PLUNGER ONLY 17114 10.80 HOUSING ONLY 17116 45.80 FOR PACKING MATERIALS SEE HARDWARE SECTION. 312 Order by FAX 1-708-272-8914