Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
S-61-12.pdf
tix CITY OF EDMONDS LOT APPROVAL STREET NAME .�. ADDRESS- C.s��r� A��- ADDRESS OF PROPOSED BUILDIJtG `�"�: 4r Iyta.L. L A/A atMtom' Y'j'a+� l3 _ Tra.,.rd,�_�e.�:� �,..i.,....}7..: s.....�.• ,� �,,,,r1 LEGAL DESCRIPTION: LOT ....`Biocx ADoiTIoN ��� TYPE OF USE.. - N0, OF BIDROri14S� � SIZE OF LOT SOURCE OF DRINKING WATER: Public Supp_.,y ✓ Private Well a, SURFACE DakINPGF, ld Is disposal field site well drained? _ 2, Any water course (streaxt,.- drainage ditc through site? :. .. b, TOPOGRAPHY - L Any heavy slopes ih field area? /]VV 2P. Will present topsoil in fie:,d area be removed or graded before field tiles. are installed? 3. Will any fill mattrrial be used in the disposal field site? If yes., how much? SOIL CONDITIONS 1. Hasa hole at least 4 feet deep been dug in the disposal field area to deter- mine the type of soil present? a✓ 2. After hole is dug record the soilconditions at the following depths. (Re- cord as sand, gravel, clay, packed sand, loam, etc,) 12 inches L � 30 inches TS inches -&e3,,. 6 inches ,r 24 inches t�$ inches b. 0.0 3., Any ground water encountered before reaching a depth of 4 feet=- If eet?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 size of hole manes no difference—.only depth. 2. Fill hole with water, Now let all water run out the, ground and will give a mo --re accurate readinf 3u Again pour water in hole to a, height of 12 i_nche Let water run, out until there is just 6 inches i 4. Note how many minutes it takes for this last 6 i Record this time below, Number of minutes for last 6 inches to seep away 5. Divide this time by 6 to obtain the rate per inc 61. Date crater test:was performed Ja - 2- G r I hereby certify the above information to be correct and the above tests were performed by me as prescribed. / Signed dam. Address � ,yv � NOTE: A, septic tank permit is issued on the basis of the above information. 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. REZONING .. SUBDIVISTOId- .c` 60 FEE DATE g NAmE. MR. Mits. ROBERT VJ. 3WERK ADDRES 3 55 a %. , 5 "''S �ea, I � p. i3,,K PHOM Ak ( _ OZ,70 REQUEST o Su%-DIV"PE P(,oPF-&T Q5 ©U�L1N l7 std PROPERTY DESCRIPTION !'%Ka i Al k.. o cwt n P) -.!L' Sc� ki* g. SKETCH: (Sketch of property to be rezoned or subdivided showing streets, property lines, etc.) SvA0kmrj X,., � �rati+., arA Nr1-Th'r;ka.0 PLsr Sup -"-eq. 4 GkII� VW Si _J � 1� jrAfx. A 6 September 19, 1961 Mr, Robert W, Swerk 537 R 5th Ave. S. Edmonds, Washington Dear Sir: Your request for a subdivision of the property described In file PS -12-61 has been .approved by the Planning Commission in accordance with the map. Tours very truly ann ng M—Nission , cretary c': PLAT OF SURVEY FOR: R. W. SWERK ALL THAT PORTION OF GOVERNMENT LOT 3, SECTION 13, TOWNSHIP 27 NORTH, RANGE 3 EAST W.M., SNOHOMISH. COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 3; THENCE " ON THE EAST LINE THEREOF, SOUTH 1*521 EAST 49.96 FEET] THENCE SOUTH: 88"331 WEST 30 FEET TO THE TRUE POINT OF DEGINNING; THENCE ON A LINE THAT IS PARALLEL TO THE EAST LINE OF SAID GOVERNMENT LOT; SOUTH 1° 521 EAST 140.00 FEET, THENCE SOUTH 88°331 WEST 279.26 FEET; THENCE •.NORTH 32°00'EAST 167.79 FEET; THENCE NORTH 88°331 EAST 185.76 FEET TO THE TRUE POINT OF BEGINNING, BEING KNOWN AS A PORTION OF LOTS 1, 2, 3, 4, %'AND 8, BLOCK 1, FRUITOALE ON THE SOUND, ACCORDING TO THE UNRECORDED PLAT THEREOF). - 1" = 401 APRIL 131 1961 A/ F C0172er' 67. r ti. �L >f /� ---- ----- -- _®-----�n ct z W; .S •90� 1 � �\ /OLS L YI o, v T l � /5"'1, 26 S 88 33, 27926' - — --- �-- See Defter/ I I O f ? y f d' r !� w�yry� Gov f Laf 3 x X = z cEA MIDDLETON & ASSOCIATES i Consulting Engineers ix Land Surveyors 324 Main SC PR 8-1171 DF- �a,1 t S. ✓ Ca � F- � wasKl rn� 5ca'e•1 20' - I jCB NC. 1,856 F� 55f�