Loading...
HomeMy WebLinkAboutSEP2014-00070 Jefferson County Department of Community Development 621 Sheridan St.,Port Townsend WA 98368,(360)379-4450 SEPTIC PERMIT APPLICATION PROPERTY OWNER Steve Beiswenger MAILING ADDRESS 3455 S.W.Dosch Rd. r' Portland,OR 97239 PHONE (503)274-4025 SYSTEM DESIGNER: Michael S.Deeney Designer Phone#: ( 800 ) 395-7296 LEGAL DESCRIPTION: Section 12 Township 30 Range 2W PARCEL#938701120 Subdivision Name Cape George Colony Division 4 Block 11 Lots) 21 Site address/Directions to site Cape George Rd.to Cape George Dr.,left on Palmer Dr.,left on Quinault Loop,site is on east side of 131 Palmer Dr.,Port Townsend,WA 98368 41 O I,t t( i ■ SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential X New X Tanks(s)only Private Residential ADU Modification Public X Commercial Expansion Community Upgrade Repair SITE SIZE 11,690 ft. sq. SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate Reserve Area Yes#SEP07-00190 Alternative X Redesign No SYSTEM DETAILS Number of Gallons/day 240 Soil type 4 (attach soil eval.) Application Rate 0.6 galisq.ft./day Drainfield Length NA. ft. Trench Width N.A. ft. Trench/Bed Depth N.A. in. Septic Tank size 1,000 gal. Pump Chamber size 1,000 gal. TYPE OF SYSTEM Glendon Biofilter M31 By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she requires prior notice. Inspections shall occur during regular business hours. Initial here if you require notification before entry . Appeal —A person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in writing within fifteen days after receiving written notice of the decision. DISCLAIMER-This application is for an on-site sewage system that meets the state and county standards in effect on the date of application. This application for an onsite sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. 4,c4.vt C-, �- la-/4 i Property Own ignature Date / FOR OFFICE USE ONLY I '/ ) /JS ' ` PARTIALE f l/7,1 9 ASBUILT 2cerCX ` i S FINA APPR•VE A INSP/PUMP TEST 1/i 345' ID BM 2 etd t'/-41/17 ALL HOLD�RE Q.MET /�, 1 r, Date 1`( Fee 12(2 Rec# / )_0 1 3-�- Check# Z (.0 Case#SEP 1�J U T L✓` 5< `-,v JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street•Port Townsend•Washington •98368 www.jefferson countypub icheaIth.org Phone 3bU-:385-LJ444 fax MU-3(9-44td ON-SITE SEWAGE DISPOSAL PERMIT PERMIT#: SEP14-00070 Date Received: 05/28/14 Date Issued: 08/19/14 SITE ADDRESS: 42 QUINAULT LOOP Date Expires: 08/19/17 APPLICANT: STEVEN E BEISWENGER PHONE: ARDIS A BEISWENGER 3455 SW DOSCH RD PORTLAND OR 972391425 LEGAL DESCRIPTION: CAPE GEORGE COLONY DIV 4 BLK 11 LOT 21 PARCEL#: 938701120 Section: 12 Township: 30N Range: 2W DESIGNER: MIKE DEENEY PHONE: (800)395-7296 CREATIVE DESIGN SOLUTIONS PO BOX 2787 PORT ANGELES WA 98362 SYSTEM DESCRIPTION: GLENDON BIOFILTER-M31 No. of Gallons per Day: 240 Type of work: NEW Drainfield Trench Septic Tank Length: feet Width: feet Depth: inches Size: 1,000 gallons DISCLAIMER-This approval is for an on-site sewage system that meets the state and county standards in effect on the date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. All construction and development activities must comply with all permit conditions,state and local codes,and Recommended Standards and Guidance documents in effect when the permit is issued. The property owner is 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 drainfield or tank location may invalidate this permit unless prior approval is obtained from the Jefferson County Environmental Health Division. If during excavation or development of the site an area of potential archeological significance is uncovered,all activity in the immediate area shall be halted,and the UDC Administrator shall be notified at once. Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY, WASHINGTON This permit is issued for a period of three years (unless otherwise stated above) in accordance with Jefferson County Rules and Regulations for On-Site Sewage Systems, codified in JCC 8.15 as amended. This permit may not be renewed. Jefferson County Environmental Health Specialist This permit with conditions must be onsite during all phases of construction HEALTH DEPARTMENT MUST BE CONTACTED FOR FINAL INSPECTION. SPECIAL CONDITIONS APPLY - SEE ADDITIONAL PAGES CONDITIONS OF APPROVAL- PERMIT NO.: SEP14-00070 1.) Contact designer prior to installation for staking of drainfield area. 2.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 3.) Septic tank and pump chamber to be water tight. Extra protection (i.e. Bentonite)to be used around inlet, outlet, and risers due to high water table. 4.) H - AS PER WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE SYSTEMS REQUIRE THAT A RESTRICTIVE COVENANT REGARDING THE MONITORING OF THE ONSITE SEPTIC SYSTEM BE RECORDED TO THE PROPERTY TITLE. THE PROPERTY OWNER SHALL ASSURE THAT MONITORING IS PROVIDED BY AN APPROVED ENTITY AT THE FREQUENCY DEFINED PER STATE WAC 246-272AAND JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. A COPY OF THE RECORDED OPERATIONS AND MONITORING AGREEMENT IS REQUIRED PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL PERMIT 5.) H - Recorded easement required for down slope protection area. Easement recorded with the Jefferson County Auditors office, AFN451410. 6.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 7.) Designer must be contacted prior to start of construction and for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 8.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 9.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 10.) Before final approval is given, the designer shall provide an operations and maintenance manual to the property owner and the Health Department. The manual must instruct the owner of the on site sewage system on the ways to properly operate and maintain all components of the system. 11.) Dry season installation required. 12.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 13.) 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. 14.) All construction and development activities must comply with all permit conditions, Washington State and Jefferson County Codes and Recommended Standards and Guidance documents in effect when the permit is issued. 15.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. 16.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. SEP14-00070 Page 2 of 2 \\tidemark\data\forms\F_SEP_Permitmod.rpt 8/19/2014 JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 CONSTRUCTION INSPECTION REPORT 14/1//' For RECORD DRAWING Designer /t?!C fed4EG 4?EE/V y Permit# SEP /4-0a070 Installer L weliv /"Y/4LL/ S�o� 5)c c...1 v4 f/A/G Parcel # g38 70/ /ZO Electrician Design Flow Z 4 7 Property Owner 4 V,4 T4� .- ''CPC9/�-/�S LL cop T3cDSLZ/ 17/4'ssW'G8',e/^1& Site Address 42 ep /A/4az-r" GG�� Rev-27-7-©0/A7S -Al / W/9 gg3o ' • Answer all questions or indicate NA Tanks. Pumps and Controls Date Insp. Tank(manufacturer, size,baffles) /000 &•/L. 2 co/-r w7T.3"IFrG s tcYirZe 1 , 7 7a 12 //-/7-/4- Pump chamber (manufacturer, size) Cho GAG, 1/-/ 7-/¢ Screen(s)and/or Pump Shroud(type, location) PU/-ri° VI(UGr Gc//B/e9nAls i71--7-Xi2 1-/ 3-/ Were Tanks tested onsite for water tightness? Yes No Panel Model A4a4W' Y /PC-5G Timer Model 4ar>.4W.0' > /-/ 3-/J /7 wove B s fr, ,<Icrc7 TZ css4 ?P`Z4 cp51.Z Pump 1 - Man./Model 0 >/J0 PF.2c4Zs IZ Flow Rate Z4,t gpm t- /3-/S Pump Location (i.e. garage, treatment unit, basement) Bottom of transducer to bottom of tank z Float settings (above bottom of tank)/transducer settings Timer Functions: (above bottom of transducer) On/off- O. " On - 4-5Ej Veto - g' Off Z 3.0 - /5/�iiiv /f'�E'G Alarm - Z 3,0" Veto On - 4 sEe- Storage Above High Water Alarm ¢g3 gal. Veto Off- Dose Counter Reading /3 Dds�S 13 VD0_E5 #gallons/dose I.�p Elap. Time Meter Reading Z��fN Pump Throttled? (Yes No Dose Drawdown (in inches) p, O8 Pump 2- Man./Model Flow Rate gpm Pump Location (i.e. garage, treatment unit, basement) Bottom of transducer to bottom'of tank Float settings (above bottom of tank)/transducer settings Timer Functions: (above bottom of transducer) On/off- On - Veto - Off- Alarm - Veto On - Storage Above High Water Alarm gal. Veto Off- Dose Counter Reading #gallons/dose Elap. Time Meter Reading Pump Throttled? Yes / No Dose Drawdown (in inches) If additional pumps complete this info for each C:\Data\Wpw\County&State Forms\Jefferson\Construction Reports\A lternative sys ASBUILT 2010-2.FRM.wpd 12/01/14 page 1 of 2 Pre-Treatment Date Insp Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No Sandfilter Basin size/location ��t" Sand Fill met design spec? Yes / No • ATU (manufacturer, model) Alarm tested Yes / No Disinfection Unit (manufacturer, type, model) Independent Alarm Yes / No Drainfield Transport Pipe Size/Sch. 1 s '6' 4-o M Size/Sch. k 1 �SG 14 4 7 !7-/¢ Orifice Diameter Lateral Size/Sch. Barrier Material Cover Material/Depth Residual Head (lat.# & ft. Head) Source/Manufacturer of Drainrock/Gravelless chambers Drainrock Clean? Yes / No If no, what action taken? Mound/Glendon Site Prep. Drainfield Length ft Width ft Depth inches Caps for measuring residual head stored (location) COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary Other Aquaworx panel settings: SWarn at , ZBios at oe ,Autoclear set at Z 7 doses min-sec. B�c��iLG■Ei> P12 ©1z 7 2 /iv. P' -c r-io Health Department Inspection issues resolved Yes /No m If yes how? Users Manual Provided to Homeowner 1/777 izae©2 • 1:).12,4 1''o,5 Date Tank/component Decommissioning Report Attached Yes / No/ Installer Certification attached/signed Yes/ No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I certify the information provided above was verified by inspection (with exceptions as noted, if any). I also certify that this on-site system was installed in accordance with the approved design and verified through periodic observations of construction such as site plowing for mounds, pressure testing with all system components exposed(no backfill, except over transport pipes), and final inspection of the completed system(with exceptions as noted, if any). To the extent revealed by these periodic inspections,the system complies with all the conditions noted in the permit as approved by Jefferson County /¢ (Permit Approval Date)or that changes have been noted and the system is in compliance with WAC 246-272. 114t) � 5 5100110 Designer Signature Date License# C•\Data\Wpw\County&State Forms\Jefferson\Construction Reports\Alternative sys ASBUILT 2010-2.FRM.wpd 12/01/14 page 2 of 2 A Q n .I.2 0 P2nr-r2<°ci Z r+�. o �u cp `'.i.v.,0)a, v( 3.16�CJ�r11313 2y I P00 r*, l oo rnNo on�2� oCn�N°, un IV 2 �w 2oyrr�n�V o�2 ozooZ?zi cnv � Qo� _ -- O _�. ftl 2 p > .' \ i. N n� I Q \ , r- _ pia V \ \ / r' \......... , ... \\ v \ ..- ■ "' r v li Q \ N. .-' N. \ I - �\ � J„'J p \\ \ / .r CI \ �'' O n1 ° ,�� FOF \\ rr 1 \ r- \ \ \ O \ \ rriCO Cil O , - Z - `^ �r ` 27.1' r�I �(-1)r % ` 6.0 rr^^ N k v, ■ _Z ,„%.1 c� W -4i 78.7• Nr0 r-Ili la rri ,:b ......16 O v V V ` O \ 0.6' ...,—\ '5.I. r O Z \ "all CD Ilh4 t. N e zz I 4 _____ ,, ,..n , � + 'c9 , cy. , ,, ..... \ 4.„ 4. - I w i 4. gI % k• i C) c°'ks; CA M 3,\Eil > .i. : :Tr.. co P m 4?---_ 1,....,, on co Ka 0 N Cr)C pm v _ ,�, f= ////,1` ` 0 1'17 �°: m '' .'`_;,i/%,// ,£9 / 1 I II"1 fir% ./..'''''''''' ''''''\ , IP. •C-, / \ (1, ** \4 2* g = ‘ 1111111111■ . 0 ,... )... ..... \ / ff c= ST CO %.1\ M ye n=or N . pIc _ Co 25 Q> ,-- rrn * < n ." v -I z N ;o rn .•Z O :1 0b "'i to -n t 01 rn K) ' IS MI *t - z N 0 CD c) w ci Co rl Z S • > 0 :::_i(r2) • Z 22 / v a) R1 N tS(6 F) o 1111 tklipp.4141.• 104. o illincilli 11 'A' Z •%*** 04441S Mill s2 c-,1 (n y m 1111111 < 'Ak 11111 13`') ,.. #41,. 6.444 414 i 1 iiiiiil i 1 I k*--li 1 41 414*I I IV4 I Willij m Lo ,-.. • 13 nal (J) 'D % k illv . v o ati'o laki ....., :i a • "10 a r door 1i(1`dNl(10 �o t0 FO' 11111111114 co o 4 00 , 4. N c VANCOUVER f rt1 v CAPE GEORGE RD. --I O ' Nj " "M 9636 19' O U t 3 0 P122 -1 , 'V «�00 . r" i C al Nzm n y c000�2 z. ,� 0fl Z pp(4 1. ,_ 2 ='0 G. 2 2"1 v a0 (4 200"1 0 N N AWN 1%0 kali? -o 1/I/i—_ c. 4 ill !t i I r. `_7.. " - •N G7 Q O N z en O CO o o Z iC 1I!> < z-o0Ph1 tore)).).UO xI a 0C)Z y °I3� COO o�CC az O� r22mm))r � (4-c rli,Z p p 0 0 0° y 4.1,-,0 2 Z m0 ti°r V) 20 'G<</12 O xti 4 ii x2cj, r0 , �,nj0 om my �Z 0 xx p `2't-,,0 �cn1 �2a°b2m A " 2 p��UOp��a �O�,xo�� �n 2C Om ��c2i,2C 2n°2� �Om ah 2E -Do Z ���y8•mo°z yam"' A z �cn�o �°� v, x° /VS 2 r ° 2001) V)c�m-0 a0 x°m O�mm a aA N z 00 i Or m0 8 ii 2�^ °o°=2oxzo� \/ ~ ��am �� i2 P. a�c0i, ri1) 1) 00 m—fin 00 � cr)ri 00`-ono ,0,, �, „ o° „o o���m � cn!�m� ,,Amo cno v C o 2 2'a cm zycno x `�" m 000cn m �czo mm A O o noz, z°2 omyz�� �'� °r mom^,). 0-.0 , ''o o° i!!II -I rn o p cn z0m�2� mo;-.mz ,o 0� -1� �Ta�� �a� ° �'ti:^ rh Z z -2��' z z� NO (c �, c �rz�o y z gm Z (n 2�0�,�a�m on�O00 DO ° z2 2��n� 0.01. �hi -1 Cn K D ti o ° �nc�,=cam ..� ao�^°,2� oZ cn� P.)..*-2 ��� o cn v,0�� ,x 2a ~ �° a x w o�2mi z0■ Nm° cn m21o0 Z‘('-' 0 t+� y z r ° ti�� C22m0 O xr 0 0rni�r0� m~� C n cn m ` m�� i6m 2°p- m y C m2 m y 01.2.0 a4n �n m ° 2,x O-,,rnrm -420 a 2 0 O x Oa2yC r m p0 rr ,,,, 2�2(-)X20m° 2 0 -rt m �Z 06 °p� l� 0 times ° ono° OaCncoyi,� � r2',A O QyT� �,px,� � a"' ,, 0 • V m=g°°Cam "' ��° 1,1 ���� r ti 2 . • m20nhm-KnF a�0�z�0 r 2 m 2 2 ` ~N Zn �oya� w J A� 'i o 2m° ao° �Z-, ° yes i�n°,aA flII I 0=on2cc,- i r ^ 2ozot,, I N.........1 pa� o2�yi 0 0)COrr^^ p•�x rii 2� _ vJ rmzmo~K ��o�m�N °m0N . > 0�n�vf�o \ J QUi \ a J sa> Jh' rn omi2t 0°zo Cl.? �1n1��1Ip Q 1. O >. ayCZ bs ° m� S --------rf.1 5c• \1 dsO �C k a°2n E �OD 2}n� - _V .-/- us- ,,,,," iikt tth 1 ��6ZZ N i '1 \ ',�1p O`P 2 1' a r :, 1 r 1 0 O P. 't ) /n / a \ 1 / 1 1 4 A ` Z I CO \ 1 r r�� I 0'0 rn cr O. I ,...k.---**\ -A. (4.— --- / \ 1 d 1 5. c'% \ '�S °f / ::::v,y ;-..,6;2_,,,r,i 3d0 ti 's °' / �x ' `'mx ill) i ���2 %0 A. N �� �� v o � y���c\ .., �, � i �c \ �jA 2 w o / 0~2a: m o t4 a`r �' m m m ® 2 �Z S . .. • I I p• 4 'n'�Z<�2 I 202 \ \ � r til 6 O ym00 z 0 m V,z rri 142111111/ �2 Z\ \ /� r / `zp0y0 2 N� \ • r, • I A z m /0 1. 1;\ • a 33 Os CD Z Ca:0 CD \ r- / / al ,. 1//4. I y l is#erlier. .. m X Co �'�i��� —t s\ N' is n bd �r r��'Cy�__ ° \ I 0 m k • TFQ'''_� co �o I / nom �z f � � " CD� V/ AST • ` • .� 1\ y or-noco \ } I"7' H p a mti W � �'/ /ji 0 nh� ` \ ~a ). n k -r{„$j/-4///// . '3+ mzo0 \ o z '1 � n 1 >m// - ram.p, L7 r O 5" / :L "2 / `\ r n C-) O -V 22rr _ 1 o Z 0 2s.s °"w \`' 47 _ w- \‘ A c n E rn V! � :T./Z o �'O ii.. Z P° 2)(4 — (i ;< <rri C)A n�? f— SEAL WITH BENTONITE sn II -71 'Y ij rn /ji if//I II III III d II Os Zia : : ! . •' ;.° j .: ' III ° • • I O ,• Z 0 ° I — — RR�� 8" v I. : 4. k p li I O O 0 It co I T --'" '"•:. t k o• N �.! V 2 .. a ri (4 I Jo r^ 1 �2n aI 0 pri 2�a k v J cn 2 a cn,, O II 1 7 32.c �2 LIQUID LEVEL �0�0=�� \ �� T� O i 30% TO 40% OF 2 y o I' ��2 \ LIQUID LEVEL • �a�;~gip 2 \ O p O 1-0 1' _ . o p0 CO co r` \\: I. 2�0� < ^ rn '"� mOx III : �n��20n• _ _ - 33 rri I a� � I 2 ;.. Q�=��o00 0 J 9 a 0 O .. c. C Offz . yI� a � � ° p� �' tiepay r �'� ilj• . '�y SEE "TANK DEPTH ' . I II�� - k:�b y 2 NOTE" ON SITE PLAN \1//40-- - 2 0 o Z a OR SITE PLAN DETAIL — �a-1. � ■ —i— 2 2 r O O :a:::nnu m::r.:cu:r y I k > r$- ;q" •• • �� I i ` . . it \I �'� ^xi risk m -4k;�%/////it �n SEAL WITH BENTONITE Ij II O O p ■�l 'c//II$�//ii/ I / Ii 2r wr % ) \Niiii,V _ zm2"'m� ro °0111 `- -nr _ V O a .i c�a�c � rn �A — cn rn v, oao om� o aIII i 1 �o 1 �2A2 \Aj y n — m . 0 �r1 °(n`)g`)o ago m� VIII o `'" --i• ( ) Q Z i-�"' "'c �Am m oA o III+ o CO 0 b ili▪ nl 002z ... z °a a �e 0III N t' oa ti r2n�c (I,c Zvi O �� m 0 il m pv ror-oZnnio � C '0$ 0111''1 Vf A n ,*1(/I,l�n1 y k ON 2 —` \J to O T.��A� O� wm III ) b i I III �c) III II —III—III— I—III I —III= ca N ' . I - k • 2$ III ' r i� N °2 Y o� p C 1:,2 Anatth 1 Orel -g V G. . ^ _ —1 =III—III=I I— III== ov o. (I h ��� 12 O cy1, 6" y m cm. tipN 4- o A�2 w cvo • m A _ 24"MIN. °� °o 0 I"—O'' c�0a2 III � �{ f A = ' D a y 1 = 0 C" t�' F ,-,1.?" Zil >,p m �A� �2m rJdiH ot��j C a j =r o a ) y�r4 III{0 yf' �� III �:1,� ,n�Q r rf 2 Vf P. --1 D� k��ryO�� - O 2g'� - O ^e, 4J �� o. Moo siVn 3 `"m$ g °ao III � z$'▪ O �r`) N' °°O. 2i° °Pi °2� III �`� cnao ej �o0orny^bio i� a o = F Of O m c2j�oy 2 o IC 'ZA -1 NO p V/ N G x Q ti)o k 1 >< e) gt � -m1 Z Uf : ern :-'.1 °ro _ +. 03 Z C o n c� SEE GENERAL CONSTRUCTION ° "''i f � ,1• ~v NOTES" FOR PVC THROUGH o W a p or • n o CONCRETE WALLS. ALSO SEAL r m e \ +7 °7-1 O : r . WITH BENTONITE.. o p i-<R�i \ t, �w 6��p • N // \\ �W � III 'gym j 2 �� n� i� iltio i,l/IlI%III II ��iD I \ :! i� — � °3 bn �� . ,. \� 2 1 n Z y 22 °•.:\; +• 2 cn I •: 1�`C • ..1.--_s SEE "TANK DEPTH NOTE ON SITE PLAN O F. OR SITE PLAN DETAIL III,'. • •. 2 iii \I•• •• a * m .11(I) kliF• . X11\ Off* \ . �k % =nij�"Il J� �� � .�)� ^�io (�� II �A "; myi ,ice �n a� • �� Z rn : I can° �v 2 c 2 .t?.., °� 1�\. �3 0 2 W r O° : Iv. X02 0� r, O c'+ yam �� 2 ' �o RI 0 V 03 CI ` ) $o py0 Si 1.0) Nb y nm C �i °� T 2 nd a rOyr�`� 2 p r �• W0 . n2° y'� pN J rc� oN I n"0 O 2�a n OAS �� i 2 "oy N�r I �n�2 CC O0 CO e'..r,� y2 C `:s �A 2 c,i W N •. ntip ��( rW ril �!� ▪ nW� \ . � WW ryr+� $ y III CO )3 cot ON^ri k:• . 4.' •• y „co 72 ~ O �I y ( r �n 2�n �::: < _ II III ' I b ° II •• �� I I 0o �i \• �� MM II III o�� c) . II;I. 19" y rri 5-3 2 nn,°• i II, r7-_.4 ll Ill Ili a ° 2 \I 0 r1/Erl a o•�� a a O io• ° fir. •• N - CI !F:: 2 °o .. k()I▪ O o O s C Ny 2 j •v g rn 0 :.■ • \io• Z.CO S� 2 n .P '.III \14 t ( : 4?"• , O "` ! • ` n,. � . • Alpo- �d I III -2- ' 0 `. 0 L N3 _ (--C l','A 20.0" \ 1 i 1. u - - \ / \ 44 11 o ac. r� m 00W nW 2 a�� ° O �N, = i l l'it WI w N a° i $ tl ao02 � U �� II\ � rn o O p t at� i "0 p j1 F �2 P C��2 O O p 2 �°�m 2 2 2 2 i5o� i O tit Oa • 1. Z-3 r n° OCn oy O o N r I I I I lee, k k b� k P;Z2:a2C2TT 2 cw i 14411 C 2ac °$ �� r�22 li � 0o r-i t n r N 20 20 p.2 ^Oi 12 �� Cy a I. i N i W W rv02-0 r C b oti N Ni vyr'� �$�, �' X02 0� 2 h co . c x.c6 mow,;e'-.`. °v y� N 0 �03oar �2� M -,g2-°1)rvi r� ;, � q. ��u = �v �%. S i I paArW+� p o v ;.+� _ °� � A I o''o�yo CA * i 0 '\ �� •� I 2 2 y ° O v O c °y° ca 2�= -- r-#n 2 c3 0 2 S 2 �n o f 2 r+� I 1c N o-, T 2y• N 2 r3s rk: .0m" w 6*�'/////I.� v e t aprpto� ° i k c°c2 "'° b� 2 Vil .// C C c� r+r O N s i Z 132r tj r�a `� . s.y Z 11//I''Ill �-�_ r 0 2 8 O N 2=r� A n n a ^� a �� '` z....A ° W . W N O p A p A\ L =� De 0 %ill/ Q.; N O c n •-•� a g o'W''~o tic,U n 0 �� , • 74 --I 0 .. C C Wz� ti Na �� � 2 C,.•<.',„ la. NO : „in rn-mini 222 om C q ya y a x o 2yZyrm+�°A°ar'r M PM try Fe:Z-5 2 �n�a G°T C W �mz°�O r0'r C fc; -oar ND ; n% y 2+ erO aa� low nr mow n co zi Or.122yi� O = NrnrnOj pC 2 f' N p m Qot ° ° < n.1 cji to:$ z ii:iT r I y ' I I I I I I Co Q p cr. I I `, 0 13.9' 5.0' ■-� I I I : T I I I I v I I 1--- 10.9' . 6.0' 2.0' I _ I I r,‘11 ol„1JJ_ I , I I r11 I ' I I Z O I I I I I , D I I D �rn Z I o 0 o I I , n1 ° R°O � I , sli 2 V I , m I I I I , (I)C. I I , I , rrl Q 1 I I O I I I J I I I I I I I w I I ...r.i 1 V! I I I I I I - I I I I I I - t 1_ fs) ;: "0;a m Cif Sao c,� taw_ zzy oo rprn in °cue 2m n21 Z� `^c 0 O2ry �O t vmO :i! 4 bi i 4 t z ni - - 4o o- X02 1. �2o N ow x I "' o �Ili 2 0 ip p" c 2I O i t " � ^i I 4 I I O t (y 0C• 0 i t �2 OryO nt i 13 !^2 0� 0� r r i (� \ .O� i dli rri I ^ri�(/)2 r1 1�r { �yn°,w bli Illr:v I' h J "I i I ��.o�t N t ooao N Q O , °A)o� : \N;\ I 1 tel (11 : --____ , I i.0k = qe FO. 23 r 53Nk > li t �ry No " ffiy m �•lcc,• 4., 0 ;) t N g%It C +` / ', 2 4 4. �v,� ,/ // �►` r- I �;� J -� q. I I 4 .,‘,/:::' �z°M 02 \ . pj C cii (n t � p " �GGG co ' r O ycm Daa ZN m Z 000 ti N. .. 2 A N O 0 N Q) Cn A W 11y O O(4N n"r ny2 nNyC -Dna NI. •c-i •`•WCl yr- --i -01. a n DW c11ru-,CC NO a n n ' hr'1-1 D2y'1a C-rA O2 r-'1,0 0g22 Arr r'1r a2 2..r 2'.282 r 0 2a ZNO2yy a r D Oh 022 yr Dpr Oo 3r'1 nn 2 ar ..r1r yr Ar'1 D00 a'1r10r'1 nn r 2 bn a'10r'1i'1 yn r 2 20 3yr'1 aiAr V c A nno yAr0 Pa "1 `C '12 r", \ a n N r-, Ob (na n (nC bC (nrati G7�N rn y.,A -, ry A2h '"U ", •.b ryrU y Ay h A n'1 ryyC A r'1y n A '.'�• aAn 2N(.12y 01 2 O 0P A'10) Ar'1 (n O 2., '.O r0 O-4a -- o h p. �o�� y-, 0 1'1 be mho p2r'1 �( T Co -0-..1. C<<v X32 E.A 2A �2 2 022 A 2 3r 2 n12ga 2 n1D ti 2 i . •.y t� r'1, nr'12 h1'1n1ti. pay r*1 r1 aq Ab 1'1. n 1'1 Ar a�� tiA. n 1'1 Ar Wti-, 2' y2, (� 03 A ab•. .i2 �, 2�, y r1O AW c (no 2 A a Zon1�,WCl 22 A art r2A < h 0 ya r h ,----in 2A r'1 r1(0''•C'1 -01 h - ha n1 2r1A A , 0 r tit r'1Da tiny"13 -- 0 r -ch D O O. 2n1C y O y1. cnnlcl r aU ti 1. �A (o r'lba DA 1. .� tih 2C�,2 y"i n22 2�Cy yan 2 �A 2'1 y\�2r yr h 2 r'1D y(n ' Cr 0 2 O ' i �, Ar'1r'1h 0 C NO q a 2n1 N ti D aN a•. a !'1 r ya PC bC ak--,'"--rn 01. ' 2 NNP tiA3 D D O � rnA 3-iy br'1AW a^•. r N2 rr 23 N r'1h -r (n 2 2 2\ar 3 A2r'1 r� 1'1n1 rAq r ,. r A 2n �, y A -,2A 2r'lyn3 -1 ril 0 y pr'1A Wr1b•. I. Or'1 n~1 bZ,rrr yh D -,b b31'1 2 n1 D A 2r'1 r'12 CO ;;1 r� Z ^2 2y•. A2 2 aA W Zr WA '1.,2 0 2 0 2 "�CW a 2 0 '.y yam, Ao Z (/) "--- n11'1a ti-iycl -0-.. r'1 n r' .... 0..... tip D '12y yn A �C b nA2 h •A2 2C y CO-- •.•.a2. b nC (n C a 1. rAr'1r't rn O nr -4Ar y3,'N P0-1 ", 30a ON NQ OW y \r rCb2 b 2� y iOr �n��ti O S N r yri 2'1p 2 n 2 Ay yr Ni t0 Cr'1 2 ti 3 yZ nn 2 y y aanl y ■ -1 _O CW a•. nln..A \- AAZ•.n1 oa) a Aa A '1yao AA a 0-on 2ryi ,-(.31 r1 br1 32r --1r1h�C A� A h0 yr r-n.b:r 2 r n12 rA•.'"2 rry r 3 mho �, ay : . nlyr n tin n1a p y2 A3 or n1. D r ar'1r-r'1bW -i(l r' a 2nO 2ay2 c21r0 tiOW � '012b ay 0 a'1 n� �-ai�2 DO W zy narr'C1'1r h0 W s< ntib 1'1221. : y Ant tip fi 2 20 .,r1 b•.ryD n3 n y b-iy '.o i3 „1 W i"• =�bZr A 3A a Cr2 y r A ',IX) �r.r 03 r+�2 .2 ri a3 n1 r12 '.-,ACI n2 �Za b'ca 2 < •.n, hr 2r'1 3 1. ,,..ca r rn1 3 1. n2r1-13 a� r r1,-,-.., yr 41 NZ br 2b=rr+1-i Ati 1.b or 2r'1ra raw- r'r b C A30 r2'1bC2rr y-10 yti Dr r 0 -4r'la' a nti 0 2 yb 22r 2� "i2i "•o", C Wa 22r 2 y., 0.W 2r+1Wba •i. n 3 bW rrn 1.(,) ,/, �/1 ah 2 W y 20 r r r r vI / n0 -4yb a2a 160 2 hr �r nti Zy nr D �n ny�brD r D �f n� Aytia2 a hh PV 2 n 2r'1 Gl ytiWb i A y•.na 2 ti tii •.•.o-1r'1 r'1 . r1. ay b 2 r'1 1.-(0 y aW try Ar atigyW� W h h yr1 yp20 0 1.22 r'1L3 r�1 b ,., 3 A2 rn1 A r�1a 3�3r'1!n r+1 A b h 32yiry �� aA 2p r,1O r1. A O 2r r'1Ana1. r r An rn A -i 1.2 b'" b;2 ayr0 WO 2 Or 3A3(ynr' ti ab 3rAinr'11'ii ti O OA Avb1An� 2 rye -i 2 r'lb O W 23 a A 0 2 y aAr,yry 2 A � � �� D nhti A " a 2D1.rW b y " 2 „lyres b .r nq ha�,An hap A2' yes o Wes, 2yrlrnr'1 2 tab 2 2 Ob AA2r'1�C O�� yr rbry a2a 5bb O OA A;r'1((nni 2 rn'.. A)-.1i.,,2AW i h On (hn2hCA Aa Ar'12 (nr'lr D . a ties bb.ir 2 WrU 3221.b' 2 2 -iA N, 2 ao O '"ti 0(.1 ,�n A2 b n rr titi2r' n •. brn nr h Cly AA ",y L A ", cg2a 2 , . br C nC nNyti-.. 1.O C C'1 y . h C ('1'1 tr 2 Ll h h O o' NZ rap-. 1.(6-0 Pa y W AO NT A A 2 (n2k 3 A n OO tirAjh2rrA .O �Zr rye D� 3 y yA .pb a 3 v2�ra� D -, pr- i4lWy3 y'1 .,Cl :nao W„1 n •. r1.r 2krn D 2y rl yn !1Pa'12 h O ",A pb 2 2 n2 an A a 3�, 2aa .,'1 2r'1 r2y . aa0yr A 2 OA aAO", W �bAy .`y'('1 yr,i 'yj2v "'Z D s 2 r 2 3 rkC�y h OOOy 1[1I�7 A a2 0 2 �� -,a0a 3 r3=oO A (� �O 2'12x1 ��� '. n cl A D b p r'1 1. (n O� a �,y D r c12 2-'0(') r a;�krai A ti (") r 2 2 riby yC2 'tii O h '1 03�t ...0 b D ;n2 3 y y DA A (i ill v J I ' 1 1 fZ�� cn A W �' `� aabWONn 3'rapWbb"r O '1 C 1r ,� OrOryi v, r2o•.'lrto a2A2n1an12 y r rbi0 x'12 2r'1A Bch Ty� D 2-1cOy C A�'1�1� "D x °c"' IN �lJ' I iCly.p -i '1hDAC an nn nscl 3'"'1 •. DAny \ bDa3y y (InnA!� h hn'�•nnAR1 n p' A ^ arrr21.A ao. .ADtip g022r1y , •.2r by yr'1pr'1 y rUryan n 220 r gp22oi r 1 :z r y VJ Wr'10",yr0 n3D222'.2 22-11-(IN 2!ln1 r '12x1 •- ArN22 2 ar2nu, a 22-1x2 ). a •.r'1a A r'2- r')-,rn �Ibry.bp'r '1'1 r'1p�I� n k n br'1y 0\ 3Cr'1 NON y '1'1r1o'1 2 y 2 2b2 r'1 i'lt,o,c ", Cr, yy 2A Ooc,k,o A 3- ,. r'1A",A 2 0(� 'ib rAOA . y DpCIAOUn y A bl y h 0 co, A....n 21.(11. AAA•.Ay a C W A cn AC o ibaC A ...A•.2 AAA.A 2 r'1 '1 ' r'12D•.nZO MIN0Or'10 h 331.b22 c ;pr a Z3 ,. CW_ -.1 A)OA'1b�'1`, aril a •. Ar1 n AOnla 2 2nv�r'1 O hOn rx O 3arnjanna O (yn A2 N 2AO -i2 "or ti �, h bAroC A 2 2 O -,2 2 2 O C b h 3 •.•.yNCron y2'1--,�,ODA OnWA•.r -c r't.c 2 Wh•.1. 2 ,.u,AA r1 '1An2a OZWA2 2 A c a e :) boD•.2A50 ..2oA3 r'1r'1•.0 of o rirsoz a bU I x+10 N o..r.1D2 A r1n1.,,n1D A 0 a1. N O 3'1•.1. OC bo2r'1 •. y D rArnW y Cr) y ba2b 3 100Pb AA 2b r'1 a r2 2r r'1 A", •. ,A t j n1•.b r 3 ,. a'1 D y�1"I�I 2 y i r r'1 r'1 r'1 '�• r'1 y \ W (11 ON 3 r'1 C �I y i r r'1 C C D "I r'1 •.�r D Cl �21yaa.Djb3 anrr'12 C2� ", . • i c2 aybp r+1 o.L W� •.'1y M'. ••.DA '1 ON 2 h h 3"ii^2x'1 a 1.p W 1.A A :.py<n o i^-11.3 3�,i^NNCI n Cn y r'1A2rh O DAr- 'lyr 2'-•A 0 Cl ry OR1ti .n r .A2na 2 "A2nr'1 r y2 Ar'1bAn2 02arADr't b �,�hC h hh i0ay b 22-ON C yi yr 0 b �i ",A n C h �i�� .4 a •.o", 2(n.<DAA b nla2noa 2 1'10 •. 'c -,ria•. r'1 2natr r rua2n:C a n yb f .. > til �!.Aa2 � 2D AO Ay '-2r y �y '1A n ybhA b ` yAn1 c ay yAr y 2 -. Q \/� r'1 r'1ryD yAr'1yLyrh O(y'1" 1 A 2 ^202 C•.n1 a -.,r1A n 0\-1'1' -1 rlr N "I yn 0 N h yy",2 -<C2 r'1DaC 0�3r Dry a a 2r'1AD A ann L y 3b b 0,3r 3ba n1 ",O r•r (a 2 h Ab ynNan•.23 D Ap 2 1.r p-, 2 2x'1.(1 o n r'1 y ", x'12 r,� 2yA0C ",ter' 2",byr'1 Dbka3 y 2r vJ Or'15C'1ny r1•. b 2 2(,1•"x1. bh A b n2 . 3DbWr L abk1.bWy n A 3y A U b o rn ., A a 2 r-rU-ca D 2W'"rr) b a is rr'1r'1'1-1�r 3� \r'1hD�, b�Wr2� p W aaa2 2 '10Y r ti brr y b-Wrry ru 2 nA p ^.p "-ti0222 r nn A (40 y2y1. 0 •. Mr (n lb A2y 2 Wr AAO L y OC C �li1.DOn 2AC,1.ba br)r1-on y 2 xby2 -,Ay AA• a b■or'1A 0 A 3n C- , •.aW'12N O h •.2 2 N c A Da r'1 .W �o�,W rni hrU y ft) c n . p A", J x'1(1(1 A 3y h2Cly < (\ -... A ry -,(1'1x'1 .r,+1r+1 oAhyN0 cnaClhy•.A 2 A ON ;n2D-(r'1• ACn2r'1r'1A o(2D •.A ,. r r'th.A 2<A b'10 D\2a b'1� �, 20 f „! A20r` OApan1!nrrya AbyAtir+1 A A b=n [l , 2n1 aAA . abyAA.n y n12 %J rr 5,+7 �ntinC.Z r21rtiC21A h.b �C .2 1+1 Wlj 1.b y � 0 2. hA x . n A 2 _1 -1n� r'10 L ern •.AC bAIU C -n n-011) '�. NW 1 .......1 (e 2"i� AACI 2 ( r'1. '1 ..,,,,NN p r,. .i y2.a r'1 in A�r'1 r't A !�,a O (.y) !looA3 I a 2-1•' Vr'1 y2 A.. ..001. 2<Ar` b 0 Vr'1 MIN r'1 220x'1~ !nzrn0 2n VbL",C 1.b 2 2 . arnl rULnyA :Ara; a A22 D,,Ah'.ar o3'1 at, -r r r �, cnprtir'1 yyaD"tr'1 obryti L. a r'1b (1x ^ rrl.p M..a„1�1 -,'1 A",Ay tiAr'1r'1 .h o2bh b ` 1 22 ?.2( 5b 20 n7ar'1r'1ah 2 Aa•.02 A'�•-,W� W nr A �,y2 y2a 2A ` n-iDb20 n1yyA22a �2y00 '1c A oon� y y i2y r C ',.r1y b2 2 'ly2 nti WA o •.a 2AOn rb'02 h-1 (UAr '1 Cl N r'1aArp Cl yyAr1 AD x1.02 '1•.2 aO•.a yy0•. Si A •.claryA 2rAr'1Ain '1 2 b A r•.b ob'1A 20-ON -D 20AW n1A hC2r -la Or..o2Nv) •.•.1.A h C2 Ar10. b r'1r ..a „1n1 '1r� � a, b2Dn p .ati �,2roW 02 hp 3 act) U �2rA h "1 0 -1b bh", 2aAW-r2 " rr C On b' A3r'1 '1oZ(R� r0.rt Ap r'tW4N0 r'1r r . 2 < r^ 0x02 A r'1y-,r1o1. 2 2A AO L", �p2 �� 2 2-c20 ",� vJ nZ'1 A.y AOp22�A tniy �Z(Dl y-y o2 �1r'lh tii h 0 1.c D DA < '.h 2,n '2". O y . r 0h r2 OyA r'1<ti y 22 2 C x'12 b Oyy Z1. GINN T r� O y yeti yr I- y r h A ON r yra a h 2 O rr r . 3�2 O p r r v N W O N m k ik ,5( 1 1 1 ti ti 2 --12x'1 ayyA "p ' 1.2 r n2 a '1 n n ",-,C-C A 2 Ar a OD aCO o 2 yy'"0 (n 00 -c 3-1 232 2 ® a rtiNyy A 1.i O 3•. b N y 2 n r'1 y r'1 y•. C x11'1 -0 Al N ' Na) h 2 \ 2•. `AD A 2 nn1.r1 '" y y x11a p"t n y "x1.02 O D N 3�1 .'AD N ® ////� r1 3A-hr1 2 2� k 20 "�A p n rn000y 0 ON NZ oy 2 ^ �� N 22'1-r '1 i2 2 2 C) \ r�i9/jy'� O 2 2'"Z • 2 x11 n O'n 2 r Z o m k E A /4%-. p (�-) -C l 3 2,r'n1 O 0 2 '012 n CO m X\ _ �ek--:. -1 y r'1 • y2 -, 20 p0 n m v m "0\ Y 8rr q �.- h aar1-hi 1 r'1 -~,O rn El r-� ti (?'Q ` m r or - -��_ D r k r'1 r x112 A n 1.'1 0 �yoo O ODD X \ -0 r0<(.1 NW r0` nti tic 2 m x y� p�vv � � 1; \ r W A -c a r-.." r'1 ti cl 2�, w `'C C AkT g .-� /�� $ h~kti , 2A b pr21 0x2'1 i.1. v 4 Co\ m W///// b 2 0.0 3 2 1.r 2 2a) ry b o' ^7 \ Z -i,, y wry brj A ~ C1.1y �!� m-0 cPi1 v +\• Q/�///// Si r(ibAr A� b 0 ri y2 >•P = gym //// ii co a (CI Q. //// w 3 a W W W tip 2 A A A v°f�; " �\\ a a ,JY w m =/ ��//// a\ 2N h r 1 Q. Sin 0 2 b %° ' �" b h(1 w y -p� '01-n0 ry A ryn `a C0 ,. 2rrA ay y Atr 1 m 3 Z (1rrr 20 0 S-`` ,../ y y paiOO nja � a rro y� 3 Z �� aria arj 2A p�� •= = p N ti NW CO m O m O DO y ym$ C �y0 A w .. b O N 0 immml C O o Z o CO 02/02/2004 10:46 3603794451 JEFF CO DCD PAGE 06 TILLMAN ENGINEERING, INC., PORT HADLOCK,WA SOIL EVALUATION I. L DEC 2 8 SOIL LOG REPORT PROPERTY OWNER: PAULINE WILLIAMS DEP' .N. . LEGAL DESCRIPTION: Section 12 Township 30N Range ZW Parcel No 938-701-120 Subdivision Cane George Colony Division 4 "?), CA Block Lots) 21 ` ,);';f:; r2 Date Logged: 12-27=00 Logged By Dale Seaward k\ ° fix coq SOIL LOG#1 Q to $ in. Dark brown loam topsoil. 5 to j$ in. Brown gravelly sandy loam,faintly mottled. 18 to 22 in. Tan sandy loam,distinct mottle, moderate compaction,slight cementation. 22 to 40 in. Tan gravelly sandy loam,distinct mottle,heavy compaction,slight cementation. with horizontal strands of leached-white gravelly sandy loam. Roots to: 27 in. Moisture at in. - 4+ Water at: in. ��Ur r"C Comments: SOIL LOG#2 µ- 0 to 8 in. Dark brown loam topsoil. $ to 22 in. Lt-brown sandy loam,faintly mottled. 22 to 2$ In. Tan-gray sandy loam,distinct mottle,moderate compaction,slight cementation. 25 to AZ in. Tan-gray gravelly sandy loam,distinct to heavy mottle, heavy compaction,slight cementation,with horizontal strands of leached white gravelly sandy loam. Roots to: 24 in. Moisture at in. Water at: in. Comments: V SOIL LOG#3 - Q to 4 in. Dark brown loam topsoil. 4 to gQ in. Brown sandy loam,faintly mottled. 15 to 18 in. Gray-brown gravelly sandy loam, firm,distinctly mottled. 18 to 2g In. Gray-brown gravelly sandy loam, cobbley, mod-hvy compaction,distinctly mottled. a§ to 45 in. Ian-gray gravelly sandy loam, distinct to heavy mottle, heavy compaction,slight cementation,with horizontal strands of leached white gravelly sandy loam. Roots to: 28 in. Moisture at in. Water at: in. Comments: Page 1 6 • 12/0212004 10:46 3603794451 PAGE 07 JEFF CO DCD TILLMAN ENGINEERING, HADLOCK,W SOIL EVALUATION SO SOIL LOG#4 Dark brown loam topsoil. g to 4 i n. Brown sandy loam,faintly mottled, mottled zoo. / 4 to Gray-brown sandy loam,firm,distinctly 7 •m cti• ,sllaht 14 to 2.1 in loam,distinct to heavy mottle,he: to in. Tan-gray gravelly sandy cementation,with horizontal strands of leached-white ,:r: rt-ndY loam. ?2 in. Roots to: 22 Moisture at in �� �� Water at In. . / Comments: r- `,s. , ``. , SOIL LOG#5 Dark brown loam topsoil- rla-. 0 to in. Brown sandy loam,faintly mottled. . �i 5 to 11 In- sandy loam,faint to distinct mottle,moderate-h ; -• ion. 13 to in. Tan-gray gravelly mottle,heavy mpa i s to 4Z in Tan-gray gravelly sandy loam,d'►stinct to heavy r„�y loam. cementation,with horizontal strands of leached-white a 9 : Roots to: 22 In. Moisture at: in. Water at: In- Comments: SOIL LOG#6 in Dark brown loam topsoil. 4 to 19. In. Gray-brown sandy loam,faintly mottled- coon,with horizontal loam,distinctly mottled,yQ to tl mottled heavy comps in. Gray-brown sandy mottling, strands of leached-white�n�IQ- .. ,distinct to heavy to 41 in. Tan to fight-gray sandy loam,extrem compact. loam. ?� with horizontal strands of leach- ..11.'t, -ndy Roots to: 30 in. Moisture at in. Water at: in. Comments: SOIL LOG#7 in Dark brown loam topsoil. 0 6 to Gray-brown sandy loam,faintly mottled. /mpa n, .1st-heavy mottling. 6 to 25 in. loam.cobbleY,modrat- nd extreme h avy compaction, 25 to d3 in. Tan-gray gravelly ckedy sand,and areas • - vvith large pockets of loamy 43 to §4 in. Tan-gray sandy clay loam,firm,distinct to heavy mottle. Roots to: 32 in. \Z". Moisture at: in. Water at in. '� '-' � Comments: : .... ..:.._ , 0u--. • Page 2 02/02/2004 10:46 3603794451 JEFF CO DCD PAGE 0B TILLMAN ENGINEERING, INC.,PORT HADLOCK,WA SOIL EVALUATION SOIL LOG#8 0 to 5 In. Dark brown loam topsoil. 5 to ],Q In. Brown sandy loam. 10 to ri in. Gray-brown sandy loam,firm,faintly mottled above 19",distinctly mottled 25 to §2 in_ Tan-gray gravelly sandy loam,distinct to heavy mottle, heavy to extrem omp Roots to 36 in, h Moisture at in. \ Water at in Comments: *q , SOIL LOG#9 """ ----�� .. +_ 0 to 4 In. Dark brown loam topsoil. i 4 to 22 in. Gray-brown gravelly sandy loam,firm to moderate compaction, ,,, Ai>,/ faintly mottled,turning to distinct mottle rat 12". ?0 22 to 45 in. Tan-gray gravelly sandy loam,distinct mottle,heavy ompaction, fight cement n. with large leached-white areas. Roots to: 33 in. Moisture at in. Water at: In. Comments: SOIL LOG#10 - 0 to 2 In. Dark brown loam topsoil a to 1Q in. Brown sandy loam. 1Q to 21 in. Gray-brown gravelly sandy loam,firm,distinctly mottled 0 14". 21, to 25 in. Gray-brown gravelly sandy loam,firm,distinct mottle, he pact ion. 2§ to 50 in. Tan-gray gravelly sandy loam,distinct mottle, heavy pac tlon,s ght cementation. with large leached white areas. Roots to: 25 in. Moisture at: In. Water at in. Comments: ■7 ;*.c ,,. )1 kA.11 17) p..,_____..._ 1, r . ,, , L DEC 2 3 :' i)O _ DE ...,.,:.NT Page 3 8