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18812 OLYMPIC VIEW DR.PDF11111111111111 12574 18812 OLYMPIC VIEW DR o acvri+�lwt�{Ma'�Fi1•.y^ac,�)#:Tbcm���*ir�A'�r4%ti"tiN'J�'r*tiw'YY,�,n""'i^%.c°Qn:fr7�cr.,�`vrbik-ti'�+r'H2�rii�5„�`i,.,.,.7irww*�•,s.�»tl�^�Yu:�,J4r�.v%�r*,�'.:� a Z O w O E�- U rx O w U U UE:=t� U U UL�= L!�= "+I y/ ,CJTY OF EDMONDS IdgmPermit No., 9 1— ns� COMMUNITY SERVICES DEPARTMENT >t RIGHT-OF-WAY CONSTRUCTION PERMIT Ci,� r�9r Issue Date �`� - S- 9 Washington Natural Gas Company A. •Owner: B: •Contractor: Name Name 815 Mercer Street Veaail ddress WA 98111 //!!� I Mailing Address t/�' i City State Zip G /L � City State Zip State License Number Telephone Number C. • Address or Vicinity of Construction: 18812 Olympic View Drive Type of Work to be Done: Install New Service D. • Work in Connection With: ❑ Sub or Plat ❑ Single Family " ❑ City Projects ❑ Commercial ❑ Multifamily Ll Utility E': `6'`Pavement Cut: Y El F. • Size of Cut: 2 X (2 )'1 @ Gas and Water APPLICANT TO READ�AND SIGN • . INDEMNITY: Applicant understands and by his signature to this application, agrees to ,hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description whatsoever, forseen or unforseen, that may be made against the City of Edmonds, or any of its deplaripyriqoiemployeeA 4ncdMrtgJbY not limited to the defense of any legal proceedings including defense costs, court 'costs, and;, t prney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. Estimated restoration fees will be held until the final street patch is completed by/City forces, at which time a debit or credit will be Processed for issuance to the applicant. • A 24 hour notice is required for inspection; Please call Engineering: 771-3202' • Work is to be inspected during progress and at completion. /r • Restoration to be in accordance with City Code. • Street to be kept clean at all times. • Traffic Control to be in accordance with City regulations. .• All street -cut ditches must be patched with asphalt or City approved material prior to end of working day;. NO EXCEPTIONS. I understand the above and that this permit must be available at the job site for inspection purposes at all times. Signature: Date: February 59 1991 Owner or Contractor This Permit Must be Posted at the Job Site For Inspection Purposes Call DIAL -A -DIG Prior to Beginning Work APPROVED BY: &Z Time Authorized: Void after— A)t4/L 90 &ay5: Special Conditions: M PERMIT FEE: Restoration Fee: Receipt No.: Fund III Fee: Street Cut Dimensions: x = $ RELEASED BY: J Date INSPECTED BY Date NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE Erig. Div.March ,1989 FIELD INSPECTION NOTES (Fund I I I - Route copy to Street Dept.) t. Comments: Diagram: CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P. W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: Eng. Div. July 1% Addendum to: ; City of Edmonds Permit Application Engineering Aide : Kerry Walsh \' i Washington Natural Gas i2 /"` ,I r �,�.�DI V Val ���L 622-6767 x 2588 0,C .. . .. _.....I Or -re ATC-P. MA! N �t'r4 uNWkIOW4 M �Xt STt �E� # C AS MA pFbF�SEC� _' KEY: -as- sanitary sewer —s— storms —w— water 0 water valve 1 v'iL C I T Y O F E D M 0 N D S S E P T I C T A N,K. AYPROVAL TO WHO'! IT MAY CONCERN: This is to certify that the septic tank for has been inspected and are according to City of Edmonds standards DATE: r �� Inspected by: C I T Y O F E D M 0 N D S SE.P,TIC., ._,TA.,N;_ .;k,. AFPR0VAL TO WHAM IT MAY CONCERN: This is to certify that the septic tank for has been inspected and are according to City of Edmonds standards P / DATE: Inspected by: �i. T g (a ��-u,� �jQ• G- o zq� • CITY OF EDMONDS LOT APPROVAL STREET NAME .1�y, . �i�/��2i�' S. Q:-&x :.5-.2a �,-ifw2n. ADDRES ADDRESS OF PROPOSED BUILDING; A4oygoe ev perioiv ./3, owrt—iA 17Al Aars'A ,3 r- &X9 LEGAL DESCRIPTION: LOT BLOCK, ADDITION 5Af&4 .-wsy. C?'c,.... TYPE OF USE . NO. OF BEDROOMS SIZE OF LOT /.-;t o SOURCE OF DRINKING WATER: Public Supply Private Well a. SURFACE DRAINAGE 1. Is disposal field site well drained? �S 2: Any water course (stream., drainage ditch, etc.) through site? /VB.: b. TOPOGRAPHY 1. Any heavy slopes in field area?. Na 2.. Will present tops it in field area be removed or graded before field tiles are installed? YF.V p 3. Will any fill material be used in the disposal field site? /V©. If yes, how much? c. SOIL CONDITIONS 1. Hasa hole at least 4 feet deep be dug in the disposal field area to deter- mine the type of soil present? S 2. After hole is dug record the soil conditions at the following depths. (Re- cord as sand, gravel, clay, packed sand, loam, et .) 12 inches Le A.H 30 inches ~&D, 18 inches 6 inches :V4-*y a 24 inches 48 inches 3. Any ground water encountered before reaching a depth of 4 feet? 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: 1. 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 away. 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 inch /-• q 1wrcy_._ 6. Date water test was performed/o-- 9-� / I hereby certify the above information to a correct the ve tests were performed by me as prescribed. Signed► Address f.o. ae - b1,70dbS, .N 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. Percolation Rate and Required Absorption Area. For single Family. Dwellings. Percolation Rate (Time in Lineal feet of 4 inch tile minutes. for water to fall using trench with width of orie inch) two feet •3 150 minimum- 175 190 " 225 n 1'0 250 12 265 15 285 30 � 375 �► • . Over 30 Soil Unsuitable I . I • 0 to CG a c CITY OF EDMONDS CIVIC CENTER — WATER -SEWER DEPARTMENT Call YI{for In ecti o . when work le ready for Inspection. (No Inspeo- lions Saturday, Sunday or holidays.) SIDE SEWER PERMIT N? 2744 ADDRESS _..-._...188... 2 Olylnpic View Drive - -------------------------------------------------------------------------------....._.....---------------------•---------- R.W. Swerk OWNER------------------------------------------------------------------------ CONTRACTOR ------_.....Metro- Sewer Permission 1s granted................Februa................�23- 1968 ......... for ........................ days to REPAIR or CONNECT a side sewer with City Sewers in accordance with application on file and governing ordinances. ATTENTION IS CALLED TO THE FOLLOWING: NOTE 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 side sewer in street area. Do not cover any portion of sewer before it has been inspected. NOTE No. 2—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. NOTE No. 3—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 % will be permitted. NOTE No. 4—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. 5—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 appur- tenances except to insert the pipe Into the wye. i O �. 1 _- --- --�---,-ram—,�•-� 'r,1 .. - - - - .--- :-----: -- �- F! •- ,. .. .. .T.�E..dWe�.Y�'i.£'PBi:F;y'..�ffi'•.�L"S':LII �Y wt13:..i�y:W.wc.='s.'...ai-..k .a-+.' N"'tn+. �w.t °.` \ `cam i 1 PLAT CF 'SURVEY. FOR: R. W, SWERY %/�i ALL THAT PORTION OF GOVERNMENT LOT' 3, SECTION'13'j TOwrN9HiP 27 NORTH,) RAN :yin 3 EAST W.M.a SNOHOMI SH COUNTY,, WASHINGTON.,' OESCRI BEO AS FOLLOWS: REGINNirlf AT THE NORTHEAST CORNER .OF SAID LOT 3; THENCE ON THE EAs•r LINE, THEREOF, SOUTH 1 *529 EAST 49.9G FEET; THENCE SOUTH. r 8803'3' WES-i '10 VFF T TO THE TRUE POINT OF BEGINNING; THENCE. ON A LINE THAT 10 PA.MAI I,►'1.. Ti) 11W FANT I.Ito.r or 5A10 GOVERNMENT LOT; SOUT1=1 I 51`2' n 9 I!Il�: �) �1 1•:'i'3 r11k;NCK .alylltl+ I�f)p:1�t1 .WK97 NORTH ,�?°iil,)11 n31 167.79 fEET; THENCE NORTH 88*331 EAST. 10.76 I-I;GT TO THE TRUE POINT OF DE GINNING.•(BE ING KNOWN AS A PORTION OF LOTS 1) 2� 3, 4, 7 AND 8, BLOCK 1, FRVITOALE ON THE SOUND, ACCORDING TO THE UNRECORDED PLAT THEREOF), Of er AP�l,��, 1981 - - � •. .I @L ?/ G 0. t r. l3/1 t • � 3 fi