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16238 72ND AVE W.PDFIIIIIIIIIIII 5599 16238 72 N D AVE W f890-19C)v STREET FILE CITY OF EDMONDS 250 - 5TH AVE. N. EDMONDS, WA 98020 • (206) 771-0220 • FAX (206) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works • Planning . Parks and Recreation . Engineering June 1, 1993 C. Brown 16238 - 72nd Ave. W. Edmonds, WA 98026 LAURA M. HALL MAYOR This letter is to inform you that you are served by a city maintained grinder pump system. This system pumps your sanitary.waste to city gravity sewer lines as'your house was too low to obtain gravity flow when city sewer mains were installed. I hope to inform you of the basics of how these pumps function, who to call should you experience alarms, and what precautions should be taken to prevent damage to your home. 1. The grinder pump was originally installed by the homeowner, but the hardware was purchased by the city of Edmonds' Lid .Bond that paid for the sewer project in your area in 1985. These pumps are float activated to cycle the one pump to take your sewage up to where gravity flow can be obtained. 2. The following precautions must be adhered to prevent damage to your home: A. Do not dump.any nonbiodegradable products down into the pump tank. VIA your drains in your house. B. Minimize the amount of grease disposed down your drain. This may cause problems with the float operations. C. Do not empty pools into the tanks without a restrictor approved by the city of Edmonds. D. Do not attempt to access tank or electrical cabinets. Should you have a pump failure from any of the above mentioned items, the homeowner will be held responsible for damage. 3. The city of Edmonds Sewer Section will maintain the pumps every three (3) months to ensure the proper operations. We will also clean, operate and check all components to ensure proper working status. A separate log is kept to your pump that will reflect any maintenance done. We can track reliability and the need for upgrade or repairs when a chain of failures start to occur. Crews will require the use of your water so the tank can be washed down and we will always try to notify you of their presence when they arrive on the site. 4. Should you experience any problems with the pump, there are two alarms that will indicate failure. One alarm is located within your home and has a black push button to reset to silence. There is also a visual alarm located on the electrical box outside your home. When this occurs, please call us at 771-0235 immediately to investigate any problems. Our office hours are 8:_00 AM - 5:00 PM Monday Through Friday. Should an alarm occur after hours, weekends, or holiday, contact 911. There is a 24-hour call person on -duty to be dispatched. We do carry parts for all of these systems and should be able to correct most problems within a reasonable amount of time. If you have any questions or concerns, please contact Everett Akau or myself at 771-0235, extension 349. Sincerely, Ron Holland . Water/Sewer Supervisor cc: Everett Akau RH/lk CITY OF EDMONDS 5... "'PUBLIC WORKS DEPARTMENT FOR INSPECTION CALL PUBLIC 7i7�I- Y51 r Ext. /220 Issue Date SIDE SEWER PERMIT 7i9 _ 7��R17 7Q3 * PERMIT MUST BE POSTED ON JOB SITE ELYNNWOOD LINE 1. Address of Construction /b2_39 -7.2► -0 I -A) _ 2. Property Legal Description ( include all easements) }�' r, 5 � lP"" f,;,,f' f . - _ • � Tf -- d (l l ce) �lo s� G • r'i f l� . r - � t'j 3. Single Family Residence,: Multi -Family No. of Units Commercial RECEIVE 4. Owner and/or Builder 5. Contractor & License No. _ c.� u)- ie 6. Invasion into City Right -of -Way: No Yes (If Yes fight -of - way Construction Permit Required - Call Dial Dig 0/412V5'64/4�) before r: 1-800-424-5555 excavation) 7. Cross •other private property: Yes-,-, No' ,Easement required - attach legal description^and county easement -number:. READ THE FOL.LOWI.NG AND SIGN: a. Property owners must obtain a permit--to_install�side)sewers on their property. A licensed side sewer contractor must'­be­-empaoyed to construct side sewers in the public right-of-way. b. The side.sewer contractor assumes full reponsibility for each installation for one.year. C. Commercial establishment requires a minimum of a six inch (6") side sewer line. d. Side sewers may not be installed closer than thirty inches (30") to any structure. e. Side sewer lines must be laid at.a minimum grade of 2% (1.15°) and maximum grade of 100% (450). '-� f. No turn in side`}'wer greater than 45° sn(�/8,bend) is0allowed between cleanout.., All--..90 turns must be constructed of a 45 (1/8 bend) .,, and, Wye with removable cap. g •-No downl'spout.".-.footing drains or floor drains can be connected to side s"ewer system. h. Pea gravel51i's required for bedding when installing sewer lines through•o"ther than granular soil. 1.- l`Cleanouts are required at 30"-60" from each plumbing exit,,line and at minimum intervals of 100' . along, sewer Mine run. --.—.- j,`.,`` .Trenches within City* right=of-way must be restored to original conditions. Contractors',shall be.,'responsible for'right-of-way failure due to poor compaction of fill. k. Side sewer must be left uncovered until inspected and approved by the City. 1. Inspection ,,during normal working hours only. Two (2) working days notice %required. All DATE: ! 2'S'1/�S� ~ ! I' certify that I have read and shail comply with the above PERMIT FEE: 50. �';; � � DISAPPROVED BY: Date: IT B : Date: _ CONNECTION FEE": APPROVED By: Date:8 *'PE IT MUST BE POSTED ON JOB SITE * �� Side Sewer Drawing The City, of Edmonds EASEMENT NO. - ------------------------------------ ..... . 46 NEW CONSTRUCTION ❑ REPAIRS F] LID NO. 2-10 ----- ASMT. NO. ------- ---------- OWNER - ----------------------------------------- B. R O-W. N ----------------------- CONTRACTOR ---- 0--w—NER ---------------- ...................................... PERMIT NO. JOB ADDRESS -160-2--'B-B ------------ 'M14Z ----- AWE-, --- LEGAL DESCRIPTION: LOT NO. -------------------------------------- - BLOCK NO. -1 -------- I ................. WOOD GRIN00k PUMP WV. V4000 7 PWW-0001-1 1/75 (REVA 1/78) 1(02,38 .72.00 LMNWOOD LINE ---------------------------------------------------------------- ......... ........ -------------- -------- ................................................ NAMEOF ADDITION --------------- ------------------------------- ............ I - ----------------------------------------------------- I'Se. OF D/W MI -POOL PC DP - / a� �• �4 CP \ 4 c 141do. Approved: DATE Q j -9:: 9M B y,,LL e --- ---- --------- --------------------- City of Edmond STREET FILE City Engineer's Office COMPLAINT REPORT Report No. Referred to for Action Ron Whaley, Asst. Pub. Works Dir. Time Date 9/26/69 Received By Jim Conway, Asst. City Engineer Time Date 9/17/69 Made By Mrs. Brown Address- 16238 - 72nd Ave. W. Tel. 743-1920 How Received: Letter x Telephone In Person Nature of Complaint: Water runs across street into yard. It appears the east side of the street could be ditched. Describe Action Completed: p/&, _/,,' W�,W,M! Time. Date Completed By Location Sketch: I No A ��Jff —1— / 46 2 32 5 j 0 „_ 6” CITY OF EDMONDS oTREET HLE DEPARTMENT OF PUBLIC WORKS 250 Fifth Avenue North, Edmonds, Washington SEPTIC TANK INSTALLATION PLAN (Submit in "Triplicate) ADDRESS OF PROPERTY-,�,I' vl�` t.--/ V �............. Lot No ....................... Permit No...; ..-.... Owner...I�--/�/ llp ...,�i2QC�/R/..... Address 9 fFG dfie........................ Builder .."5��CE... ...... Address.4 � :/O ie-- --- r� "..--.. �� H......... ...... Phone ..- ---- �S�/S Designer... .-/1 ' 11 Jj!.... ................. Address- ./3�I:.1�1.----,5.. G41-711-1 !!-- �� .. Phone ' . --Q 6 Installer- : -/G'X/W'0A4P-.-. eo? 'ex....----- Address..../�19.-,40�e .� y � - %�.3 3Z.23 /� %�..- ../ O-hone----- ------------- I hereby certify the accompanying drawing is an accurate representation of the system installed at the listed address. I also certify all recommendations and restrictions (concerning plumbing stub elevations, maintenance of grades, fills, surfacains, etc.) listed by me on my sewage disposal system permit application dated ................ ......-. fi ..- Z.r,4__ _........-have been complied with. ................................ Signature of Designer Dat TO BE FILLED IN BY CITY ENGINEER ONLY Accepted ......... 0-,.9.-...a-Lul .................. Date-... G.- `� �.��.�..-...-.... Not Accepted...-.... Date Signature of Sanitarian... ............................ .......... Remarks:.....-APProyal--based..uR4n dg5ignex-'-s.-cer:tifieation-................................................................... -..--. INSTRUCTIONS: Use the reverse side of this form for the drawing. Use a scale which will permit the greatest detail and still contain the entire site on one page. ATTENTION HOME OWNER: Your septic tank has limitations! It was designed and installed to care for an average -size family. Over- luadin.g the septic tank or disturbance of the drain -field may seriously impair satisfactory operation. Points to remember: 1. Have your tank checked periodically to see if pumping is necessary (2%s-3 years). 2. Do not channel ground water, surface water, footing drains or downspouts into the tank or drainfield. 3. Do not excavate, fill, place a structure, driveway or. patio in, on, or over the drainfield. 4. Limit toilet fixture disposal to sanitary wastes and toilet tissue. 5. Detergents and bleaches used in normal household quantities will not liarin the action of the septic tank and disposal field. uln low- 2 SEWAGE DISPOSAL PERMIT Septic Tank .... 99.9 -_-------------- gals. CITY OF EDMONDS ....... ....... Disp. Field..-....400............. sq. ft Department of Public Works Other----------- ------------------------------------- Name .............. Rich"d �B�rvo-vm ------------------------------------------------ is hereby authorized to install/ ........... .......... -------­---- ­---------------------- ................... repair sewage disposal system at 16238— 72nd Avenue West --­------------------ ----------------------------------------------- .............. ---- ---- ---­------------ --------------------------------------------------------------------------------------------- Date issued on ........ De_cembjar__11,_1.9_67 -------------------------- Permit expires one year florn date of DO NOT COVER BEFORE APPROVED BY DESIGNER Ok'_SANITA6�AMN' I hereby certify this system was installed under my supervision and control and complies with all provisions of the City of Edmonds Resolutions. Signatureof Installer ---------------------------------------------------------------------------- Date--------------------------- ...... ApprovedDisapproved F1 Date-------------------------------------------------------------- By ----------------------------------------------------- I --_-----------------------_- Remarks:_ ............. __ ---------------------------------------------------------------------------- ------------------------------------------------------------------------- : ------- .............................. SANITARIANOR DESIGNER ------------------------------------------------------------------------------------------------ Date ---------------------------------------------------------- This permit shall be posted in a reasonably conspicuous place on the job until inspection has been completed. 40 • CITY OF EDMONDS y DEPARTMENT OF PUBLIC WORKS 250 Fifth Avenue North, Edmonds, Washington APPLICATION FOR A SEWAGE DISPOSAL SYSTEM PERMIT (Submit 3 Copies) Permit to be issued to: ..1..�//�4. h.......,­ ..•..... .......... For installation at: (street address) ... ........ /...1..Z.-T-4e .................. Addition or Subdivision. -Zip .-..'a........0,rTI---747,0Ale4 pcd440IAgOf4._.._.__.__ Block ................ Type of Building: New.--.)(.... Existing..--........ Single family residence. �� Number of bedrooms ---- <7............... Other: (specify type or use ----------------------- ------------- - -- - -- ---------------------------------------------------------------------------------- P Y YP// ---------------- 4 Builder....�G'h '011"/ .eGf�U�,/....................Address. ��. i Ri✓Ej. q�i 0 Designer---- - sue.--ji!�................. Address Q/�/.....—...-..... � �� / ��.i v ZSoil Log Hole No. 1. d- ......!X .....B.eit/- �it/Z7,/ o¢w .00 4-4.74te,i�e%� e�. i. �: �,2it/.... �i4/�/ ................ SoilLog Hole No. 2............... ........................... ................. -------------.....---. ---...................-----:................-------•--................. -•--•-----------------------------------------------------•-•--....-•----•---•--•---•-----------•---•--.. ----------------------......------------.........----------------------•--• .............. Elevation of Water Table, if encountered. (Distance from ground surface) ................................................ Corrections to control surface water if needed ......................................................................................................................... ------•-•----------------•------•----•------•----•-------------------------------------••---•---••••.. •-----.......----......................... ................................ :...................... Specify if any removing or grading of topsoil in field area..................................................:............................. ------•---------------•---------------•-••-•--------•---..............-----•.......-•----.......----•-------------......................-----------•------.................-----• •••---................... Percolation: Test Hole No. 1 —Average Rate...v1'. ....47 2 (Fall in inimites/inch-bottom 6" test hole) Test Hole No. 2 —Average Rate....A.G'.... ,P.,ti/................ (Fall in minutes/inch-bottom 6" test hole) Test Hole No. 3 —Average Rate_ ................ ...................... (Fall in minutes/inch-bottoni 6" test hole) Average percolation rate on which to base drain field design .�� ie ....................... . Date Taken ....................... Septic tank requirements based on present rules and regulations: Septic Tank Size ----- /.�d.........gallons. Amount of Square Feet of D' Field.., �` ...st........ . 1... Signature — Designer ----.................................... Date -.%� 6 -------- --- ------ i.... . ---••---------- -- ....................... DO NOT WRITE BELOW THIS LINE (To be completed by Issuing Agency) A o Permit issued (date)-. ...................................................... Permit Number..............���`-...../ Remarks:.......... ..................... ... ................. ....... --•-•------------•----------------------•---------•----•---••---•-------------------------------•--•• . ----------------......-----------•-•---......-••--.•-----............----.....------•---•---•--- r Ar op- -/`'�f 1' 4" i°' ✓+sod - _�5/ zW ..Ax d""" ✓"fPR Z,,ePrO— f,ap�+}ply AF+ c `fitjTIS� . } low 'DNA, KAj x t$ ALP N �A4r elf Af e of,1 )lp .l6'%r -$11 ,10 ref i4' tt / "cam' 31q 7 o /i " ,4YEL 7301 r 1791b. S. Ws , W tc� +i PR fr i k y� yM�t {. {psi �t3 PC6i�Ri- }TfSi��y oT u� CITY OF EDMONDS� DEPARTMENT OF PUBLIC WORKS / 2 250 Fifth Avenue North, Edmonds, Washington APPLICATION FOR A SEWAGE DISPOSAL SYSTEM PERMIT (Submit 3 Copies) Permit to be issued to: .......... Richard Brown ......... .... ...... For installation at: (street address)---.-..-..--16238 - 71..nd Ave. W. Addition or Subdivision.. .... Tr..-D-t... P r._ Tr,_V,- Meadowdale Beach . __. _.. Lot-. .............. Block.... Type of Building: New...x..... Existing ......... .-. Single family residence. ........ X._. Number of bedrooms ............ 3 Other: (specify type or use)---- - ---------------------..... --- ---------------- .--------------------------...------ -------.....-------------- Richard Brown 8610 Maple Lane, Edmonds, Wash. Builder-----------------......... ---.............. ................ -------- ------------- Address............................................................. .......................... Designer..-- ,:..B....Meyri g---- -- ---------- ..................... Address..P.�P-...Box32-'--- Iypnwood, Wash. a Soil Log Hole No. 1..... 0f'.-..3611._sandy.,,, loam —gravel ................................................... ................................ -----------'`A.,..._.__V-�:.......-------- ------------------- -- --- ---.......------..............--------------- Soil Log Hole No. 2:----- .--- Same--------------------------- ------•-----.....--•....................................•----....----------------------------.....------------. ------------------... ----------...................................................... Elevation of Water Table, if encountered. Distance from round surface None ...................................................... '� � N Corrections to control surface water, if needed..............one ............... ................ ..........------- .....------ .----------------- •-----•--.................... • Specify if any removing or grading offop soil in field area -...None ----------------------------------------------------•---•---...---•----------------•---•-•-----•------.................... Percolation: ------..............................----•---.......------..................... Test Hole No. 1 — Average Rate........6.............................. .. (Fall in minutes/inch-bottom 6" test hole) Test Hole No. 2V Average Rate... I......6..........................................(Fall in minutes/inch-bottom 6" test hole) Test Hole No. 3 Average Rate.-.� .-....6........................................(Fall in minutes/inch-bottom 6" 6 test hole) Average percolation rate on`whicheto-base drain field design ................ Date Taken4�.....I67_--- Septic tank requirements based on present rules and -, regulations: Septic Tank Size.. ----- ?00 gallons. Amount of Square Feet of Disposal Field ------ 4400 / 2 Y � —/mot------------------ Signature Designer.-- --------Date.. ........-..- ------ DO NOT WRITE BELOW THIS LIN o be com ted by Issuing Agency) % Permit issued date .... e<//.% ,-,.. Permit Number.... 'S`............................ Remarks :.............. .... �liC... rGJ ..'�--- ..........1P.-.././0 ?. So2.....-.. --•--•------------------------------------------------------------------------------------------•---- ------------------..............--------.......................------•-•------...............--... 514 • _.t__�.;... C� t �='o� .T4"�. �i �ft�'.�ca��L�� �i���. ��t:__ � lr.��,v\wc��� � W �"•+�. 1 �\ L.J �' ` (ham l i —..:a i'i = �✓ i ti.: t� F` Y y AT 400 sq. ft. Grainfield o c :7- _ 1� --- -----ter --- L iser f o�.v Q ris r t NOTE: Any deviation From this design without consultation with the designer will make acceptance _ of —the -Ins to llation subject to the discretion of the designer. All Ell joints to be cemented in accordance to the Septic Tank annual . 'J Y A I a