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21708 76TH AVE WIIIIIIIIIIIIII 15112 21708 76TH AVE W CITY OF. EDMONDS SIDE SEWER PERMIT WATER-SEVVER DEPARTMENT 7, 1 PERMIT caii 775-2525 for side sewer inspections BEFORE covering any Portion of the constructi n Inspection will be provided within 24 hours after requst. NO Sat., Sun., or holiday inspections) ATIOII,�.AF CONSTRUCTION ...... 9"1.7()8..-_j6t Avenue Unt .. ........ ... -------- ................ ..................................................... . ....................................................... ESCRIP 'MON ------ 31 k LM, r . ................. . ........... ............................................................... ............................................... .. . ...................... . ............. ........................................................................... . .................................. . ..... ........................................... ........... .............. ... --------------- 01VNER AND/OR BUI1,DEIe'_L1A -11 My --- r 1i ......... .................................. . ............................ CONTRACTOR% NA&h'&, ADDRESS. ........................... ARQ ... E:Kgimt.qrs... P-1.8 Poppy Ra (I .. .. .... ...... . ........................... I-). Rt) he Permission'is . ... ..... .. ...... ­­­_� ................................................. -4 ... . .......... . 19 --- for repair and/or connection Of a side sewer to the city sanitary sewer system in accordance -with City of 19d m__o__n_ ... ds o�rdjnanccs. AT- ­4TION IS CALLED TO THE FOLLOWING: 'T �0. I —The owners of the Property May obtain a permit to construct sewer inside property line.. A licens ed Side Sewer Contractor must be employed to construct side sewer in street area. Do not cover any Portion of sewer before it has been inspected NOTE No. 2—All work performed in city right-of-way requires an Invasion of Right-of-way permit NOTE; No. 3—Obtain full information regarding brdinance 11.16.030 ObtaJnable from the City Engirleer's office. NOTE No. 4—Top of side sewer Nust have at least 30 inches coveraand Regulations governing side sewers when You get permit. sharper than % w 11 be permitted. at property line and 12 inches inside Property line; minimum grade of 2%. No bends in grade NOTE No. 5--Trenches In street must be water set and surface of street restored to original condition. work which May develop within one yea of completion. Contractors shall be responsible for failure due to improper tied NOTE) No. 6—It is unlawful to alter or do any other r Bert the pipe into the wye. work than is provided for in the permit, or to do any work on the main sewer or its appurtenances exce Pt to in - DISAPPROVED E] 'Date ... .............. ---- -- .......... By .... .......... Date ------- - . ........ ....... APPROVED Date ... . .... J,/ ... BY ---------------- Date ............... . ................... 'BY ................ ­7 .. .. ............ ................. BY ... . . ... . .............. . ... .. . ....................................................................................... 14 ". - W Remarks: ....................... . ......... ............... ..... - ------ /� ................... . . ...................... . .... ....... . ....................................... .............. . ................................................... ..................................................................... . ........................................................................................ . ................................... . .............................. BOTH P C ` .......... ies MUsm- Be Sigri Y 0 er of Firm Performing Construction PRIOR To Request For Inspection I, A 4etip .......... ............................................ i ....... fi Co racting F! Performing Cons ruction) hereby certify that the side sewer installation constructed under this permit w­,nstalled in accordance with arm governing ordinances of the City of Edmonds. V V Check BEFORE you di #_ lixy- Dated this ----------------------------- day of ............................................................ 19 ......... Ler 0, Gas 0, Telephone [3, Power 0, Sewer 0, Other 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 this map(s), nor for any one representation provided based upon said map(s). I Ir APPLICATION The City of Edmonds for SIDE SEWER PERMIT EASEMENT NO. .................... NEW CONSTRUCTION E] REPAIRS 0 LID NO. .... ASMT. NO. OWNER ---- F, - F:zi - iF:, - EF-%/, c—' ---------------- ................................................ CONTRACTOR ............................................................... .................... PERMIT NO . ............. JOB ADDRESS ... ------ i -4WU E ..... LEGAL DESCRIPTION: LOT NO . ........... ............... BLOCK NO. fyi _1 1-4'L-- 'P' V. c. ................................................................................................................................................................ NAME OF ADDITION ..... H ------ --- H.C�4,4.y ......... ----- ---------- ---- ........... i — Im ra :z 7, Approved: DATE G The City of Edmonds APPLICATION for SME SEVVER PERMT NEW CONSTRUCTION I? REPAIRS o OWNER ------- ADDRESS ............. .......... ...... ;w ......... ------ Cab ... .. 0,. . -.1 . ............ a1710 .k EASEMENT No. - . -17 CONTRACTOR e . ......... ............ n; --------- v .............. PERMIT No. LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................ NAME OF ADDITIO*'V'AA&zz ... zz��� ffu ev3e� J5. RECEIVED AUG 14 1974 ................ By .......................................... ................ .......... LU -J M I­ UJ LU co REGARDING: 21708 - _ss 76th Avenue West cz.2o Ta-d Tr-e T R E C 0 R D 0 F C 0 N T A C T S DATE NAME, PHONE ADDRESS of NO. & C�� CONVIENTS ACTION TAKEN INITIALS 5/l/74 Harry Falt Certified Letter No. 406372 sent Letter not received. TE requiring hook-up within 60 days. 5/74 Referred to Engr. TE 7/5/74 Received recommendation from Engr. TE stating extension is requested. Planning to jointly connect with neighbor who is in Italy. 7/11/74 Sent letter stating permit must be obtained before extension is granted. 8/14/74 RRB Excavators obtained permit #5007. 8/21/,74 _Cgimection cpMleted, JT JT JT CITY of EDMONDS 200 Dayton Street - Edmonds, Washington 98020 - Telephone (206) 775-2525 Department of Public Works July 11, 1974 Mr. Harry Falt 21708 - 76th Avenue West Edmonds, Washington 98020 Re: Sewer Connection to Property Located at 21708 - 76th Avenue West, Edmonds Dear Mr. Falt: Per communication between ' this Department and the Ci'ty Engineering Department, we have le'arned t * hat you are planning to make arrangements with your neighbor for the installation of a joint sewer line. For the construction of this joint sewer line, you have requested an extension of time. Before an extension can be granted, you must first obtain a Side -Sewer Permit for the installation of the side -sewer. To accomplish this, you must -furnish our office with a legal description of the property to be connected, a plot -plan drawing indicating the work to be performed, and the $35 Permit Fee. It is requested that you contact the Public Works Department regarding this required sewer connection by July, 18, 1974. If you contact Mr. Joh n extension 226. JBM:jt have any questions, or need further assi.stance; please B. Mi.tchel.l, Water/Sewer Superintendent, at 775-2525, Sincerely, CITY OF EDMONDS J. HERB GILBO Director CITY ENGINEER'S SEWER CONNECTION RECOMMENDATION Date __July 3, 1274 Address of Property to be Connected; 21708 76th Avenue W. Owner Name & Mailing Address Harry Falt, same as above Legal Description: In'L.I.D. ll.§ 1-9114 Recommendation: Owner requested time extension to complete arrangement with neighbor for joint sewer. This item referred to Public Works Department for decision per M 15th policy. ,0 City F.ngi.neer .7//9 En7r. 6/14/74 STREF.T FILE CITY ENOTNEER'S SEWER CONNECTION RECOMMENDATION Date-... JULY Address of Property to be. Connected; 27 7 4� Ow . ner Name & Mailing Address FAVr, (S.M6.) . Legal Description: Recommendation: otam Wl'rA A1074AW04 r4,e %JO/dr. S&-AJ&*r. rrOK /Soo, R041clrs Engr. 6/14,/74 7�- -I, —j -Ls� LS .5 W I -7 1 AL-rW- 00, *Ioo 9 q6ca q C1200 /60AX) 00 10400 40 4 11106. 4q M51% F77 21.;�L 42— 11 f77 -ff IdOotwssc 7c oe ltq3oA- 1 6-4754 54V731L wj7sq* go T. S3416 9biAz I 13,q-,C) 213-17S .7 &Z. s '32*70 '37?7-3 37-773 Soso 16111D 8275 (1,475 3V73Al .3q73x 4ft 040 1 moo 1- to 1 MOOG I & X's -, 141- �� I Vd Is I %U 4 77� 7 06 0007, 0000, IrIl 0 v AD 01 71� & axe- ze,/ ...... &LA/ T- STREET FILE CITY OF EDMONDS LOT APPROVAL STREET NAME, McGrAth'Homes ADDRESS 25th Ave. S. & llth Ave. S, W, -S I '1 ()'6 �g 7� ADDRESS OF PROPOSED BUILDING 25ih Ave. LEGAL DESCRIPTION: LO 6 BLOCK ADDITION NeG rath Homes T Single family TYPE OF*USE NO. OF BEDROOMS 'SIZE'OF LOT 941 x 1101 or 10040 sq. ft. residence SOURCE OF DRINKING WATER:- Public Supply_�_ Private Well a. SURFACE DRAINAGE I* Is disposal field site�_well drained? yes. no 2. Any water course (stream, drainage ditch, etc-7 —through site? �b. TOPOGRAPHY 1. Any heavy -slopes in fie'ld area? no 2-. Will present topsoil in field area be removed or graded before field tiles are installed? no 3. Will any fill material be used in the disposal field site? yes If yea,., how much? 8" top soil only from house excavation to be ptemad am drain f :b c. SOIL CONDITIONS field area. l.. Has -a hole at least 4 feet deep been dug in the disposal field area to deter- mine the type of soil present? yes 2. After hole is dug record the soil conditions at the following depths. (Re- cord as sand, gravel, clay., packed sand., loam, etc.) see attached sheet 12 inches 30 inches 18 inches 36 inche i 24 inches 48 inches 3. Any ground water encountered before reaching a depth of 4 feet? 0 If so at what depth? d. WATER TEST A simple water test will show how well this soil will drain or percolate water. to perform this test: l......Dig hole at least 36 inches deep., Use a shovel or post hole digger — size of hole makes no difference --only depth. 2.-. Fill hole with water. Now let all water run out of hole. This soaks .the ground and will give a more accurate reading. 3... Again pour water in hole to a height of 12 inches from the bottom. Let water run out until there is just 6 inches from bottom left in hole. 4. Note how many minutes it takes for this last 6 inches to seep awc�y... Record this time below. see attached sheet Number of minutes forlast 6 inches to seep away 5. Divide this time by 6 to obtain the rat'e per inch 6. Date water test was performed Sept. 19,9 1960 I hereby certify the above infomation to be correct and the above tests were performed by me as prescribed. Signed Address- 17YU Mfflle Ave, 309ttn 330 W9101. NOTE: A septic tank permit is issued on the basis of the above inform7tion. If there are any changes or alterations in the above stated soil conditions it may result in the installation being rejected at the time of inspection. Percolation Rate pd.jteq4,Ted Absorption Area. For single Family Dwellings. Percolation-Rate,(Time,in Lineal feet of 4 inch tile minutes foi vi�ier 't'6 ��il using t'r'ench with'width of .,.one inch-) two feet- 3 150 minimum 4 175 5 190 —7 225 10 250 12 265. 15 285 30 375 Over 30 Soil Unsuitable n� Telephone Lincoln 2-3141 RuAth -7;-41ter &Ajocia te3 Civil Engineers'and Land Surveyors. 60636 P. 0. Box 7127 17962 AURORA AVENUE - SEATTLE 33, WASHINGTON Seotember. 19, 1960 Pe*rcolation Tests and Soil Logs on Proposed Plat of McGrath Homes at llth St.-S. W. and 25th Ave. Soil Log No. Depth Soil*characteristics I Lot 1 3811, 38".to.hardpap-20" reddish. -sandy with some gravel- lW1 sandy. with some gravel - Add 1211 top soil only from house excavation over drain field area. Il Lot' 2 3811 38.." to hardpap-2211 reddish sandy with some gravel-14" whitish sandy with some gravel. Add 1211 top soil only from house excavation over drain field -a rea. 111. Lot 3 41ft .'4111 to hardpan-21" reddish sandy with some gravel-29" sandy with some gravel. Add 1211 of top' soil 6nly from house excavation over drain field area. IV Lot 4 43 11 43" to harclpan-43" loose -reddish sandy with some gravel, Add 611 top soil only from house excavation over field. Vl L t 6 41" 2411 loose reddish sandy -some ffravel-1711 sandy with t some gravel. 41 o h--.rdpan, Add 811 top soil*only over drain field area from top soil only from house excavation. II (original) 48" 4811 loose reddiEh sandy. Lot 5* Perdolation'Hole No. Uato of fall in minutes per inA .1 36 1010 2 36 ti 8.6 3 3611 9,2 4 3611 4.2 old reading 15.0 equals 19.2 divided by 2 equAls 9.6 min/inch average 5 3611 6,,6 (original perk) 6. 3611 2.8 And 7.5 equals 100 divided by 2 q quals 5.1 min/in. average, Note: New. percolation . test . s and pits as above noted taken 9-19-60-by HL.C,,