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HomeMy WebLinkAboutSEP1978-00370 1/14/2016 Shold Excavating Inc, PO Box 179 360-385-0480 Port Hadlock, WA 98339 PROPERTY INFORMATION I-Q_A'T_ALocation:3574 Oak Bay Rd � > � Port Hadlock O Tax ID:921191023 Mail To- Ray Ammter a CY\ C -.L. � Use:Residential,Single Family SSS . 18 � � s y Owner:Ray Ammter 4( C.: 1 zm p rof)s)-c-\A( ON ID:SOM78-00370 Fold '- ON-SITE WASTEWATER TREATMENT SYSTEM INSPECTION REPORT Fold Here Inspected:10/16/2015 - Inspection Type:ROUTINE - Correction Status:No corrections made Here Company: Certification-Level 2 Work Performed By: Submitted 10/26/2015 by: Shold Excavating Inc. Martin Fugere Martin Fugere This report does not assure approvals by Jefferson County Public Health for ANY future building permits or development. COMMENTS&GENERAL INSPECTION NOTES Deficiencies Noted:deficiencies must be corrected to ensure proper longevity of the Onsite Sewage System. Risers required before next inspection System not finaled GENERAL SITE&SYSTEM CONDITIONS The General Site and System Conditions were: Fully Inspected All Components accessible for maintenance,secure and in good condition: NO-Deficient Surfacing effluent from any component(including mound seepage): NO Components appear to be watertight-no visual leaks: YES Improper encroachment(roads,buildings,etc.)onto component(s): NO Component settling problems observed: NO Abnormal ponding present for one or more of the disposal components: NO Subsurface components adequately covered YES Owner compliance issues noted NO Site maintenance required(e.g.Landscape maintenance)If yes,describe in comments: NO Occupant compliance problem(occupant not operating the system properly). If YES,describe in notes: NO If deficiencies were identified on last inspection were they corrected before or during this inspection? N/A (If NO,describe in notes,NA=no deficiencies on last report): OSS Components,structures and appurtenances located per as-built/record drawing(If NO,describe YES in notes). If no as-built exists or changes made,state NO and provide record to Health Dept: Alterations made to the OSS(valves adjusted,timer settings modified,ports installed,etc.)(If YES, NO describe in notes): The house/structure was vacant or used infrequently,assessment of the drainfield was not possible. NO Is the SEP case in a finaled/completed status?(if NO explain in comments) NO-Deficient ONSITE SEWAGE SYSTEM INSPECTION DETAIL TANK:Septic Tank-2 Compartment This component was: Fully Inspected Component appears to be functioning as intended: YES Effluent level within operational limits(if NO explain in comments): YES All required baffles in place(N/A=No baffles required): YES Effluent Filter Cleaned(N/A=Not Present): N/A Compartment 1 Scum accumulation(Inches,if other specify): 4 Effluent filter/screen needed cleaning on arrival N/A Compartment 1 Sludge accumulation(Inches,if other specify): 3 Compartment 2 Scum accumulation(Inches,if other specify): 0 Compartment 2 Sludge accumulation(Inches,if other specify): 4 Pumping needed: NO Approximate Gallons to be pumped(if needed)by Certified Pumper: 0 ReportlD:472478 View inspection reports online at www.onlinerme.com Page 1 of 2 Distribution:D-Box This component was: Fully Inspected D-Box in good condition: YES D-Box outlets set to allow equal effluent distribution: YES grainfield:Gravity Fully Inspected This component was: Component appears to be functioning as intended: YES Ponding present?If YES explain in comments: N/A This report indicates certain characteristics of the onsite sewage system at the time of visit.In no way is this report a guarantee of operation or future performance. ReportiD:472478 View inspection reports online at www.onlinerme.com Page 2 of 2 4( �\ 615 Sheridan Street ehson Port Townsend, WA 98368 www.JeffersonCountyPublicHealth.org Public He SENT REGULAR AND CERTIFIED MAIL August 13, 2015 Raymond Ammeter PO Box 1236 Port Hadlock,WA RE: ONSITE SEWAGE PERMIT AT 3574 Oak Bay Rd TAX#921191023,CASE#SEP98-00009 Dear Mr.Ammeter: A review of our files shows that a permit was approved on 2/5/1998 under SEP98-00009 to replace an existing failing septic system. We have no record that the installation was completed. A full evaluation by a licensed designer is required to determine the status of the onsite sewage system. If the system was installed a record drawing of the components must be submitted by the designer. Jefferson County Public Health hereby gives you notice to complete the evaluation referenced above within thirty days of the date of this notice,by September 14,2015,by doing the following: • Hire an Onsite Wastewater Treatment Designer,or a Professional Engineer to inspect the septic system components that were installed • Submit the inspection report to the Jefferson County Public Health,Environmental Health Division for review to determine if your system can be permitted according to WAC 246-272A and the County Codes or a design for a system that complies with state and local code to the Jefferson County Public Health, Environmental Health Division for review,and: • If the system was not installed as permitted you will need to obtain a Sewage Disposal Permit from Jefferson County Public Health pursuant to JCC 8.15.080. Contact this office at 360-385-9444 by August 21St,2015 to inform me of the actions you are taking. Failure to comply with this notice and order to correct violation may result in the issuance of a civil infraction notice to you pursuant to section 180 of said regulations. The civil infraction notice may result in a fine of up to$513.00 per violation per day to be assessed to you. Please note that pursuant to JC Code 8.15.170 of the above regulations that any person aggrieved by the contents of a Notice and Order to Correct Violation issued under this regulation,or by any inspection or enforcement action conducted by Jefferson County Public Health under this regulation may request,in writing,a hearing bere the Health Officer or his/her designee. Such request shall be presented to the Health Officer within 10 business days of the action appealed. Such a hearing,if requested by you,will be your sole opportunity to present live testimony and witnesses in support of your position. The following information is enclosed to assist you in correcting the violation: * Lists of licensed Septic System Designers and Engineers that have submitted work in Jefferson County Please call me at(360)385-9444,Monday through Thursday from 9 a.m.to 4:30 p.m.if you have any questions or comments regarding this matter. Si rely,, Qh. 4--)- Linda Atkins Environmental Health Specialist Jefferson County Public Health Enc Community Health Environmental Health Developmental Disabilities Water Quality 360-385-9400 360-385-9444 360-385-9401 (f) Always working for a safer and healthier community (f) 360-379-4487 3EFFERSON COUNTY HEALTH DEPARTMENT ,4 U 576 - 802 SHERIDAN AVENUE .-- INSTALLER 514 1.E PORT TOWNSEND, WASHINGTON 98368 RECEIPT NO. ) 7:3'5 BUILDER S I:4 �(Y1 E. (206) 385.0722 SEWAGE DISPOSAL PERMIT DATE alt Z11 8 Submit in Duplicate a 1/41VY\Orb F. nh1w, ETErk 0-7, ( 13 X35 1oe-"C ku.b1. bw 13Z. - 4i 4l9S Owner Address Phone r m SE &V7C1E Ab�RESS © M-c. C3(1�1 Ab . 1 RTC 1 gox °'1M0 I-lf-1t“..oe.$c D Directions for locating site '?�51-(4 /Qy k 60:11 r— M cn n Da N INSTALL NEW SYSTEM ® REPLACE SYSTEM ❑ PARTIAL REPAIR ❑ TANK/DRAINFIELD Ili -I '`V O a TYPE OF RESabEv-r IF JO. OF SITE z BUILDING BEDROOMS BASEMENT I^ 0 SIZE31-15 4.oruD ��G�,ra,i to w DRAW DETAILED PLOT PLAN BELOW. STUB OUT PLUMBING ABOVE FOUNDATION FOOTING W n SOIL LOGS o aiv+ 5 as z IA n .rr--=--- t_ ? _. v_..._[ Roa+Marrwm.onaTpwYr+ + r. O DRIVE Go A'1 tea°')` m H ire 7" N -.e. c "* :r, 'A— Z �Q 4, W a b `{b l `-r"d'� j U `/S. -_' / S'y + ,/ ai:.4 �.. i D Dig two holes per site (min.) ': �o' ;• O ti 4' deep - 2' dia. - 50' apart & flag— APPLICANT ` ,•- r Drainfield Length 1 .1 0 Width 3 ` Depth 2 b ® s '` p # —. Tank Size .Q' '-. Gal. COMMENTS: (TWO COMPARTMENTS) O ij C_ ,\. _...\— S. •,\ . S CZ't—C_■.\ im --() A---.,,Th 5 A Xel APPROVED DATE INSPECTED PARTIAL/FINAL DATE certify hat this sys m was /L. -7 installed in a m ner approved by the Health Department. 0 � VINSTAL ER'S SIGNATURE DATE DATE INSTALLED JCHD/1-78 ,C"' h QY ���•. � ��.s-s-�s'1/41-gts4-"-C�e.� �� ..a- \\ �Sd\,..s�_. „�c \*.\‹.. Cam' 9 .. .. ,. li BUILDING PERMIT APPLICATION r i` Jefferson County Building Department • County Courthouse • Port Townsend, Wash. .Y N E 1 ROAD OCT S W SIDE OF 1 7'84 FEET I. LOCATION: geographic name t N E ROAD S W FROM INTERSECTION OF ROAD AND JEFF. COUNT*. other specific location or landmark: Of:-"Ia■f! i2.1C1 . HEALTH DEPA. LEGAL DESCRIPTION: Subdivision Lot Block 1 r2 9 /(�/r� ,� Tax Number V.Section Sec ion Township ` Range II. TYPE AND COST OF BUILDING TYPE OF IMPROVEMENT BUILDING TYPE MOBILITY O New building O Single Family O New County Resident O Addition O Multi-Family Is this structure to serve the residential number of units or commercial needs of those employed Ej❑Alteration Hotel,Motel,Dormitory at either the U.S.Navy's Trident or O Repair,replacement number of units Indian Island Facilities? O Wrecking O Mobile Home O Moving(relocation) O •t er—Spe 'f O YES ONO 0 Foundation only • ',4 / , 4 • __ - USE OWNERSHIP O Full-time Reside ISO O Private (individual,corporation, O Se ome: Recreation Cabin,etc. •/` nonprofit institution,etc.) Second Home: Future conversion to ❑Public (Federal,State or local gov't.) UBC OCCUPANCY GROUP: permanent residence COST (Omit cents) Nonresidential— Describe in detail proposed use of buildings,e.g.,food • Cost of improvement $ processing plant,machine shop,laundry building at hospital,elementary To be installed but not included ' school,secondary school,college,parochial school,parking garage for in the above cost department store,rental office building,office building at industrial plant. a. Electrical If use of existing building is being changed,ente roposed use. b. Plumbing 16 x [, /9 z C 3 -_= c. Heating,air conditioning d. Other (elevator,etc.) • TOTAL COST OF IMPROVEMENT $ t, III.SELECTED CHARACTERISTICS OF BUILDING - DIMENSIONS PRINCIPAL TYPE OF FRAME , TYPE OF SEWAGE DISPOSAL •Number of Stories O Masonry (wall bearing) fr. blic or P jLie1 "'" •Total square feet of floor area, )(Wood Frame ividual (septic tank,etc.) all floors,based on exterior dimensions • O Structural s d TYPE OF WATER SUPPLY • 1111 Rei. •Total land area,sq.ft ice d concrete _- ❑Public or pri mpany _ .d Other—Specify NUMBER OF OFF-STREET ividual (well,cistern) PARKING SPACES Enclosed PRINCIPAL TYPE OF HEATING FUEL TYPE OF FIREPLACE Outdoors • ❑Gas 0 RESIDENTIAL BUILDINGS ONLY Number of bedrooms ❑Electricity TYPE OF MECHANICAL • 0 Co Number Other—Specify b oms Partial IV. IDENTIFICATION- Name Mailing Address—Number,street,city and State ZIP code Tel.No. 1. 35--24 O_ KI-13: YrP 41, a7a ,,, Owner OM 1-14c _ lak 2. .∎ Contractor State License No. — 3. Architect The owner of this building and the undersigned agree to conform to all applicable laws. signature of applicant ' Address Application date /0-12--141 • PLANNING AREA 4 FIRE DISTRICT 1 p SCHOOL DISTRICT WATER DISTRICT c c APPROVED BY ,` ' ( 8 j�� f, r• JEFFERSON courn-y HEALTI-' DEPT ���' I APP PERMIT FEE ISSUE DATE PERMIT NUMBER O a ci.-- k''\\kO\-13‘\ 06.9. SZ) .c BUILDING OFFICIAL I y 1 .. - , • H - - - . ( } ,A L L I A ►^t1 {�'`'1:=N`I . I CA2 11. I#+'),AFL w nJ t�e-r • 1,,,11.A.Z T 7 Z'‘ i • . - - / £a on E f t W?LSo' • N. -. (..)A-/t a3/I ,?r� r r f $, ) • ;., �� / i . rti ra 1, 1 - 3 ‘ Gtf a•-\ - Page No. 1 CASE HISTORY FOR CASE NO. : SEP98-0009 RAYMOND AMMETER 3574 OAK BAY RD 02/01/99 Action Description Reg/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By SEPA010 Case Entered / / / / 01/15/98 01/16/98 LMB SEPA015 Septic Permit Application (F) / / / / 01/16/98 01/16/98 LMB SEPA015 Septic Permit Application (F) / / / / 01/16/98 01/16/98 LMB SEPA018 Stormwater Review / / 01/16/98 01/22/98 calc. sheet: no land disturbing JM 01/23/98 JM activity. use BMPs SEPA020 Review Case / / 01/16/98 02/05/98 ISS LA 02/05/98 LAA SEPA022 Critical Area Review / / 01/16/98 01/22/98 no CAS per map check JM 01/23/98 OM SEPA100 Inspection / / / / / / 01/16/98 LMB SEPC050 Issue permit (F) / / / / 02/05/98 ISS LA 02/05/98 LAA A.\\* 6 b \-Z':::::) u\su•c\AA„3 ca_____ at.„..\--. :'.::::::dik ti-si (cOjaroj\-9-j• _ .6(2- A Vitt- A s ) o inn-- N s \ _.),_z_izA, '°-15--) q-7 , [A)%-e___ (oct,o_ if-\.3 (-4z.c .c-k--0,-,„,4„-A6 rs(caitAs ks C 'INN,VASLA . A -Ca QApoLlAcd)15.,, ,I, ki\ . Atz5k-'e,i6, , 3 /bok,22. R-- i'lc_,Q,IA, r_ec-1, c. ir-i- r ' Jefferson County Permit Center, 621 Sheridan, Port Townsend A per. E V E D SEPTIC PERMIT APPLICATION PROPERTY OWNER h d /AY1 ! e=C JAN I MAILING ADDRESS 604 -,J ,83, ' ' NTER PHONE Area Code ( 360 ) 38 - c27076 • SYSTEM DESIGNER LEGAL DESCRIPTION: Section /f Township, /J Range / - PARCEL # %?/ /g( 0323 Subdivision Name Division Block Lot(s) SITE LOCATION 3 c77 D lesizi7 ?l�, Zip Code TYPE OF IMPROVEMENT: Residential z„-------Commercial Community TYPE OF WORK: New Redesign Upgrade Repair ,-- '"� Partial (tank) (drainfield) Conventional ,..----Alternative Drainfield Length Number of Bedrooms GAO 'o r- mac,%4IA.q Trench Width '} f � ft. Basement: o " 3/1• Trench/Bed Depth /62 "r in. Site Size =au. [s- 14'cp{lee../9,S2 is Number of Lines 3 C C'dS Previous evaluation; y s / no SEP Tank size //)C gal. Water Source: private.Iublic Soil type .2 (ATTACH SOIL EVAL.) Application Rate • 8 gal./sq.ft./day TYPE OF SYSTEM CO t...k1�-=/� /DAM A M THE UNDERSIGNED ACKNOWLEDGES THAT THE INFORMATION PROVIDED IS TRUE AND CORRECT AND THAT FALSE INFORMATION WILL NEGATE AND INVALIDATE THE APPLICATION AND/OR THE SUBSEQUENT PERMIT. THE PROPERTY OWNER WILL BE RESPONSIBLE FOR THE ACCURATE LOCATION OF ALL PROPERTY LINES. Signature %� Uwe 7/ Date =JAI/ /3 I FOR OFFICE USE ONLY APPROVED PARTIAL FINAL RENEWED RENEWED Fire District Planning District ' School District j\ Zone Date - F �ci 4 (� ee Rec # W-Vil`k� Check # S-12/3 Case # SEP SEWAGE DISPOSAL PERMIT JEFFERSON COUNTY PERMIT CENTER 621 SHERIDAN STREET, PORT TOWNSEND, WA 98368 (360) 379-4450 PERMIT NUMBER: SEP98-0009 ISSUE DATE : 02/05/98 DATE RECEIVED: O1/15/98 Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY, WASHINGTON ISSUED TO • RAYMOND AMMETER 3574 OAK BAY RD PORT HADLOCK WA 98339 PARCEL NUMBER: 921191023 (Permit valid for this parcel ONLY) LEGAL DESCRIPTION Section: 19, Township 29 N, Range 01 East Subdivision Block : Lot (s) : ; LOCATION • 3574 OAK BAY RD DESIGNER • MICHAEL GRAVES THIS PERMIT IS ISSUED FOR A PERIOD OF ONE YEAR (UNLESS OTHERWISE STATED BELOW) IN ACCORDANCE WITH JEFFERSON COUNTY RULES AND REGULATIONS FOR ON- SITE SEWAGE DISPOSAL SYSTEMS, ORDINANCE NO. 1-83 . DATE OF EXPIRATION: 02/05/99 Jefferson Co. Environmental Health Specialist . The property owner will be responsible for the accurate location of all property lines . Any removal of or major disturbance of soil in the primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system. Any change in building or sewage disposal plans (including plumbing stubout location) and/or location of house or drainfield invalidates this permit unless prior approval is obtained from the Jefferson Co. Health Dept . Issuance of a permit or renewal does not preclude the applicant from complying with all other state and local regulations . HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION. TYPE OF SYSTEM: CONVENTIONAL TRENCH NO. OF BEDROOMS : 2 Drainfield Trench Tank Length: 150 ft . Width;L . 0 ft . Depth: 12 in. Size : 1150 gal . SPECIAL CONDITIONS MAY APPLY - SEE REVERSE Conditions of Approval - Permit no. : SEP98-0009 For: RAYMOND AMMETER Page : 2 1) 100 ft . setback to all wells to be maintained from drainfield. 2) MAXIMUM TRENCH DEPTH 12 INCHES 3) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance . Protective barriers are required around drainfield. 4) Drainlines are to be installed along the natural contours . 5) Divert all sources of drainage away from septic tank and drainfield area. 6) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site . Compliance with other Jefferson County and Washington State Codes is required. 7) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Critical Areas Ordinance for other development on the site . 8) Risers are required to grade with secured lids over the inlet and outlet of the septic tank if tank is greater than 12 below ground surface . Minimum 24 " riser over inlet . 9) Outlet of septic tank is to be uncovered for inspection and baffle replaced if necessary at the time of final inspection. sep prmt.txt 09/05/91 FOR OFFICE USE ONLY FOR FINAL INSPECTION INFORMATION AND APPROVAL SYSTEM INSTALLED BY ABSORPTION AREA: DRAINFIELD TRENCH TRENCH TANK NUMBER LENGTH WIDTH DEPTH SIZE BEDROOMS PRESSURE TEST OBSERVED APPROVED SPECIALIST DATE COMMENTS: Drawing Not To Scale NAME PERMIT NUMBER h:\home\pIncntr\Infohlth\a ebuikfnn l v o d 0 m o D .D❑ ❑ ❑ z o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 /4' y m Isa S co 0 r v m p N O) t • p D 9) U D ,73 W N - p D O V .« o I° 0 3 3 s ti N • o ° �° <°� m ° `; n � y c o • .r y CD O ni n T .< — y D y y D O 7 •< 0 O 7 '.< -4, y C)S D C_ y a N � . a D rtO 7 CD -` Q O CD A S • O y O , O n " ^� y d C <Cl ] 7 CO � h• N O O w C o -O CD .CD :* Q C D A- S y D '" n • C -- -. 3 D t. < CU CU 4 y x -,- CU 1 - O fA y 47 CD v O to C7 y 0 y O Cl)O a _ C A D ' . 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Y J O a q a ,e4, c_) O Py0 Li o' Y NY Z a CL a Q I-- 2 o O w Q a U O I ONSITE SEWAGE DISPOSAL SYSTEM DESIGN RECEIVED Date 13 IAN I 5 1998 Property Owner oil• . Af/ '=Z PERMIT CENTER }7 System Designer '7,( ,�C Legal Description: Section / r Township r9 / .j Range /6=---- Subdivision Name Division Block Lot(s) I. CALCULATIONS If for residential use: Number of Bedrooms: ,3 x 120 G.P.D. _ C<< total G.P.D. If for non-residential use, attach calculations used to determine G.P.D. Soil texture waste water application rate G.P.D./ft. squared (see page 214 of the EPA Design Manual) �lJ ro DRAINFIELD SIZING: rlb Absorption area: yO square feet (total G.P.D. = G.P.D./ft. squared) 6\-NA Trench or bed width 3 feet q-cike Zt,o4 r'p Trench or bed length Jac= lineal feet (sq. ft. + trench or bed width) cc S� cL Or, II. APPURTENANCES kke(j O Septic Tank Size 1/5---c3 gallons o4 :, Pump Requirements (If Necessary) -`Q� ,/h_' -16 _`� Cif) Elevation difference in feet Friction loss 3/0 Pump capacity should be G.P.M. at T.D.H. Number of doses per day Dosing volume gallons Pump chamber size gallons H:\home\pIncntr\infohlth\sewdsn J ' ♦ aR _ r , ■,, ) .- t K i ,.1 {fir: -F r'S j 1� fy y Y 'Yt _ 1. ,r rp «i�".... 44"., . ' ; , - •;% 1 a-'\ C,Q -`{ /. . ; > 4 ., ; 1, ,_, _ _ __CNISej- ----2-- 4,••°k COOye' I C A...' 11 I I r -,` )_ _ mil- - �.°' .10,,,:::,-.,-• , . ! 1 • t Vii, {5 0 ., . fl, ';I' I ,.. \,/ -_ r, i � i ,�`t* a` .... l 7. S ' • « ' .r • _,.._��y..__._te . -__,......._.. �_..�...___.�._�.._.._ys_ ._—._#._._._.�.— _...__ _..._ 4 • ... ._..._.._.� �___r_—._.��.� 1 iiik)4bbitAA0V,1,41't,1,...,„,r,X-, lc( i/y. # ■ - #i 4 r . 1.X-rt A-LArf‘er ' Ai ' 'S. Z) 4■S.%IC I f3S t k p f . ,,. .` a.'-',;'''.-- *' '', ' it•'';« �; ..;«e`+ i., 7:, 8 .' 1 • ,ia « # • • JEFFERSON COUNTY PERMIT CENTER t ' 621 SHERIDAN ST SOIL EVALUATION 1 R E C E I V E D PORT TOWNSEND WA 98368 (360)379-4450 JAN 1 5 I998 PROPERTY OWNER OA/MO kiO Arr7rriz7 13ric'K1- P.C. PERMIT CENTER SYSTEM DESIGNER �� - LEGAL DESCRIPTION: Section /q Township ( K Range i e= Parcel #,rai/ >c 0,23 Subdivision Name vision Block Lots Date Logged: ()Er 97 Logged By: /22(71 Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth where mottling or impermeable layers occur. SOIL LOG #1 SOIL LOG #2 (--- to ySin./--iA1 7-3 /nLJ —la, C to,5-7 in. _Sorfl- —/4 to in. ,Sk1 r to.( in. 9i Lam— J to _in. y------;,u `o� it) — LI to in. to in. /C2/47- MOT- to in. Anticipated water table in. Anticipated water table in. Roots to inches Roots to inches Health Dept. Comments SOZD s e Health Dept. Comments la - it, _ ' tC� � c,_fikcka,�1 SOIL LOG #4 SOIL LOG #3s to in. to in. to in. to in. to in. to in. to in. to in. Anticipated water table in. Anticipated water table in. Roots to inches Roots to inches Health Dept. Comments Health Dept. Comments SOIL LOG #5 SOIL LOG #6 to in. to in. to in. to in. to in. to in. to in. to in. Anticipated water table in. Anticipated water table in. Roots to inches Roots to inches Health Dept. Comments Health Dept. Comments H:\\\INFOHLTH\SOIL.FRM 11.4 I # (SE 1/4 18 - 29N - 1 E) i.> 921191017 - TAX 23 SUBJ/BDRY ADJ _ - co 2.85 a. 0 92Q 05 o: o \ 921191034 0 o LOT 1 BATTSON 2. a. a J 09 903.95 0 N \ 921191035 SHORT PLAT 00h CO LOT • °-1�Lo 0 3.46 a. °'~ to N p 876.47 �°Jf-N 921191019 gb TAX 92(ENLG)SUBJ/BDRY ADJ J 921191018 2.56 a. • TAX 25 0.28 a. 921191030 LOT 1 2.00 a. in w 921191031 Q • �'y LOT 2 rn 1.90 a. 921191032 ^ in 00 `" LOT 3 0 o .j 1.87 a. r` rn r- ° 3 '5 '03 , CV L�O a1 al0pr (V .® 921191033 LOT4 - w TAX 96 921191021 O ,,,C.,....,/ 8.56 a. • z 2.43 a. `.0 (BDRY ADJ) rn N I 0) CO 303.68 921 1 91 028 _ _•o - - - _ V X LOT 4 W/TL FRIG SUBJ/EA„ - - - - N 4- w 2.60 a. (BDRY ADJ) 2.54 Ch. ° °0) ° --mo Q - � - - - o - d O r1 ca F-N rn o°2c.; O e' 921191027 2,61 Ch. LOT 3 W/TL FRIG • • 345.56 As SUBJ/EASE - _ _ - 0 2.45 a. A 0 �� Q� 921191026 + 7 LOT2 W/TL FRIG �o SUBJ/EASE 2.59 Ch. v, m•ic:•i p'' • O 2.47 a.: riis . ..r. N 0 I--° i DW IS OJ3 0 "c._.- � � /°' 921191025 2.65 Ch. /��r` Z LOT 1 W/TL FRTG O S/EASE ED 2.50 a. ?-C14)391.54 Q C (1,1 SK'WATER .83 a. 921191007 /• 212 Gh DRIVE- �SK•{N(ATER (PRIVATE "C RD) TAX 109 2.04 a. /'L&u �o - , v •'Gt- 921195016 TL TAX C C CS 1Q� � $, 800X fl: OPEN SPA AR a_ fl'. TAX 103 • 409.80 0 '` 921191005 ‘. 6 C�- $1 I n 0.53 a. 7 p O TAX 105 TL TAX C(S100') SS 1 I / Z 417.74 a) SUBJ BDRY/LINE DRY/LINE ADJ #55820 i "c?) �� Gr. 1/2 FOOT ti Goy 422.42 921191013 258.99 921191012 • 2,1 / \61.4- .-1' L TX 110 SUBJ/EASE N TAX 111 / 1 FOOT ry,,9 ;erg ca WELL EASE SUBJ N TL TAX B(LS TX B-1 & B-2) 2 FOOT °'.� .,o� q 921191008 -80RY/LN #55820 SUBJ BDRY/UNE AOJ X55820 p 0.72 a. N 1.24 a. B1 y a TAX 116 `� 259.32 `� 2.17 a. QV 921191011 AgingS y•'`' `' 3.06 a. 3.00 Ch. TAX 112 921191023 125.00 N 0) TL TAX B-1 W-S/EASE 921191014 ,RTES TAX 118 TAX 117 0.27 a. SUBJ BDRY/LINE ADJ #55820 _ - -•0.74 a. .i • ..• 124.99 B 233.8 228.01 ul 921194079 921194080 921194066 a TAX 115 (REV) TAX 114 (REVISED) Zo TAX 101 (REV) TAX 102 R TAX 94 (LESS TAX 101 & 102) ^ 0.29 a. 0.36 a. N 0.36 a. A 0.38 a. ( �) REVISED ,1 1.38 Oh. i -•..�,- \/ 0.75 a. v V (SE 1/4 19 - 29N - 1E) t Y ASSESSOR WA. 98368 1 t.) . it C " (/6 4 . ( /Th 11 Cs. r1/4).Y - \ ' t\ 'Z'-‘c-1 -\-■t.,5 c , '''•4_,,,,) '''\\"sty..%%N.--4„:\---e.„4"- . 3 t• .•,'"' I • / 1 ..ie i ! ; I 5 '--( \ . ... . \ (... --...,_ _.._..,.......