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15200 SW 109TH AVENUE ADDRESS . sw / ,0-? A v � u isVc-cords\microflm\targets\building.doc <.��:,ii.ro�i.��.-'Ni.7tt�L�WN.wi�lu F.il E.�.AsylVkMv4e...:4:v ,5i u']M.. .�m.+s� �MM:� - M '~ • Cm 1►,� lli �lllllllll+1111;111(1++IIIII 11111 I ILII I Ii! fill 1119'if ii I III1I`Ilil(IIII IIII I illi I IIII I lilt I Ilil I IIII I sill I IIII IIlfl I IIII IIII I II F II1 III I IIII1IIII IIIIIIIIII II �lIIIilll IIllyLEGIBILITY STRIP 012 4 la II 12 I3 14 I 15 17 18 10 I II2II I0 IlflI+I I2II I 1IIIIIII2II I 2llllll2ll I"IIII4rIII,2II I 4III IIII2II I 3lIIIIII2II+6�IIIIII2II I 7IIIIIII2II 8IIIIIiI2II 9IIII�II3II l0+ 0m -1 cm ©e� E E I y N err, IC t'. �a. NOTF ST. rSTAKING OF BAGS MA1' BE � n yrREU(JIRED USING (2) V r 2• �o t.J�� I ,o9R,,4x111 WOOD STAKES DR APPROVED (v� G LOCCMC S� 0�. .SON EQUAL PER BAG PRf VfN 1 710 V Sf N ON 0 L P G / P Property conto ns 16.25 ocres in the NE >14 of the SE 1/4 of Section 10, 125; RIVI, W M., City of ligord, Washington County, Oregon, it 'i Nf RA NOTES Consisting of I61r Lots 2.00 (3.55 cc.), 100 (3.00 GC.), and 500 (9.70 oc.). ---- ---- — �l l CONUAC10R ;tW L IAIPCEUfNT 4A*VCABt f D£W,1 S AND *A5URFS Of UNIFIED ;f Wf RAGE AGI NCIES SPEC# AfIONS FOR FR L)_A N CO NIRnl PLANS l U ASSURE Ak) StOlMENT LAO£N WATER I FAVI-S TT#- C0NSTRt1Cr0V SITU. SITE INFORMATION SOIL TYPES 7 AARPOVAt OF THIS 1 A?0%W15101Mt NIATIUN CONTROL (FSC) f�(AN Xk-5 / ( ) L AIO CaVSnrurE AN Ai�i"ROVAL LX PERAItMi All R0140 OR X4IAWGE 1JESIGn (e.y., SVF AAG LOC41X N Glc' Srlf WE = 16.25 ACRES (PER TAX LOr M4-S) FROM SOIL StIR{�'Y OF WA.SHINGrON - USDA SOIL CONSERVATION SERVICE RWS W,", RfS1RVORS, CHIW'NFLS, RETFNTrCJN fA0LIllE:5, UTILITIES, e(c.) ' • '. • a Of IMPLiWAITIN' EROS AREA 10 BE LOGGED = Il.74 ACRES 3. "S Of CGNM, AUU()ING CONSTR, WN. � ""'"' j n, "a � :�, •� � � 1 IR = CQRNEL!US'AND KINTON SILT L Q4MS, 2-7X 51")PES, RUNOFF IS .SLOW, a1M rtt &A w r-wrist urvnrc��� I PLAN VIE=W SLIGHT EROSOV HAZARD AK.07ORNC, A14IA'TEN4NCE, Rff'1,4C WNr, A1V57W'NT AND UPGR4DYNG 01 0. - THE FACILITIES, IS THI- RESP'ONSW IIY Of THE- CON?PACTOR UNAL At! amG n.t ,r aimnu 110 = CORNELIUS AND KIIVTON 9I(r LOAMS 12-20% SLOPES; RUNOFF IS MCINUM CON�TRIh.�� _ C(A1RFIED .411U' APFWD, AND r w» CONSTRUCTION/LOGGING TIMING MODfAXTE EROSION HAZARD �' ru�lrrR e�:. ;,�� � w�+ rxr V(CF.TAIIOW/LNVT.SCAWINC !S f$Ti{01/SHE0 CnT•D aoat,N � � 4. ERS Oti CLAIirrft FAC4:111t 3 MUST Cf COORLMAIED Mrf/ AL L n nc swru tE rn t ,e r v 380 - SAUM 5l(I L(I4M 12-2OR SLCPES, RUNOFF !S Mf.DIUAI YAIP(,YWG ANO ROgp 8 ►iVC AC11ri",t'S W SUCH A Af4NfVVER AS �o troo.4'11 a rrf , +w M BEGM! LOGGMIG IN AND-LATE AUGUST AND COAIPLET/ IN ? 3 W7 EKS. n .ro .w rra 1r14c ,wr«, .w auc ft 4%,4111-L TIG a r,7 Ap H,rc rr✓2 MODFRATE EROSION .NAZAh', r0 ENSI/I?E NOT S£LNAiENT LAtCI1 WATER MS MOT ENTER THE k�irN q• tF,trK 2) W1 RR low IV a ���;w�'t.rj Q71 otil, I R'""D`or to" SYsrEM, Itt240WA S, OR 6701Alr APPI.ACA811 WATER STANDARDS. I eo �trx GED rEcTtLE u+art►r+rAt� 5. RO90VC TO BE MEET RFMf A�:S OF MkS fAl'.+l/nA aARC I t wAgUr►I .XD WOW 110 AGCOMMOWL THE DYNAMIC N4111RE CX 510RA' EVENTS. SECTION A--A 6. EROSION CONTROL fACItIffS S44LL UE LiVSPECT£U L14i1.r 8Y THI THE ESC A CONTRACTOR AND ANNI MIACD TO ASSURE R/A1C7XaW, S i ' ST£4f N E T 'A' MUST 6' MIN HiCAIER THAN PT. 'B' APARTMENTS fACILifIES ON INACTIL SITE$ SHALL 9E INSPECTED ANL' MAIN4WD A MINIMU44 l - Of ONCE A MONTH OR WITHIN THF 2.4 HOURS FOUO#WG A STORM EWNf. Graval ConstructKJr1 �^ — BioFil ktar Bop TCLF4TJICAI. GUIDANCE HANDQOn`: Entronc,r TECHNICAL GUIDANCE HANDED❑K Ditches oral Scales 7 ALL TAttETS ,41V0 UPSTREAM FND Of CUL�RTS SftrOiL BE PR01i`C>EU o►teK a'o.'^o -►�-- -___ a r n.a. 3-30 P 988.80 FEET ft OPFI�'TY LINE .w•�% w•wwt www�'• I�N M 0`114x•11111' Ma rM0 004"Iwo ftw w WITH INLET dQOERS. SEDhWNT SHALL NOT BE ALLOACO To AC0I4IUL4TF WTH\ 1C1£AN/NG OPERATTOIV Sd4LL NT4� OOWTXAIC 411S£ NT T� T. THE NTER A r---_--__-- -.- \ / DOM9YSTWAM WATERWAY. e I �_` ,>~� ^� ,. 8. THE l3DUNL1Ah;ES Of THE CLFAR#VG 0#15 910*W ON TH>J AERN SI>fAtl L1E CLEARLY ti r ;r 3 g F1ACG£D IN TTI£ FIELD PY,'!gR TO CONS'TRtJL'TION. Dl1RIAC ,*HE G�1lVSTR(ICTK,iy PER't� AK1 _ -- , / DJSIUIPL3ANCE BEY(.rND Tlif RAGGED CLEARING L1.M1T,S Shkit BI r2 RMiTTED. TAC RAGOW H l e eh JDRDP NET VI1H AT TIMBER .% �– SHALL Bf AWNLAMED BY THE CONIRAVOR FOR THE 01/R4rXW OF CON5rRU:7)I7N Ai i M AK RURAL REPRO - - —� r— - LZ 9. ALL ARMs 015'TURBt"D BY CON5IREK TKhY OF IHJ5 PRt�JECT NOT R£Cf?v1AIG' \ ■ •J -=_• JO// I I, tt I i I �, TI�GII�F�'y 385 A HARD, OUfIi�1.F_ SURFALF SMVL L#- GRA5Sf.D ANI),-10P LANDSCAPED AT THE t L EARIIEST PRACIJCAt�IE TAME t a� � 380 10. hV GENERAL, CONSTRUCTION Sf w t Pfitrj7£SS FROM OQMNISTRFW TO ( :� �` 1� '_4-- ::••.�. �.r. UPSTREAM, THE CONTRACTOR SHAD CaNsT;:UCT f 11Slru<rV W#V rRa Dig FILTER FABRIC � RESIDENTIAL r ,' �/ �3��-- LADY MARIAN FACniIT£S IN COWUNC'TION NIH ALL Ct£ARINC lr00 &NOING, raAv� ----�--+` i1Auc RO IV/ AND OTHI R LAND AL TFRWC ACT[WlfS • _�--- i r~ t7WVGc _ _37rU ` 11. SrAb�l'IZID CONSIRUCTION ENTRANCES ARE RE UARFO ANO SHALL AF INSTA,{LED AND M4hVTA/NE0 rOR THE DURATION of THE PROJECT. THE TAK s � HOUSING �'--- -----�--�--- __._---365----_-_-. lOCA71ON OF Th£Sf ENTRANCES Sr�fALC 60E AS SHOW ON T}!15 pRAJy1NG. _ --- ALXXTI(Ak AIIEAS11RfS AIRY bf R£polkYf0 TO fNj-( RE fftAT ACL EXISTING 3 41 1 -- - y- � RE SID_NTIAL SUBDI VISION PAWL, AREAS ARE KEPT CLbW FO? THE DURATKXV OF THE PROJECT: r-. - _LAJ F IL TER r A BR I C / -""-- -' 360 12. TEAft&4RY EROSION CONTROL MltiA5LARE i' .Sf4il.1 Rf+WEIN FUN!rO W -- Rf PROD _ AND IN PLACE UNTIL rHfIR hYMOV& iS LYRECTED BY THE f1,GW[g Til; •` �' __ END FILTER FENCE PIACEM£NT 2 FILTERED WATER TIMBER TRt ` -� CONTRACTOR SWLL COWt[IFLY RFSTUVE ALL AREAS IXSTI.','1FD 3Y Pf N L7., �NDFf wAT�',R VLH SEDIMENT\ _ T ---------�, I•- - � J --` RFA106�AC CH' TEMP(JI�iRY ERl)S1QN C'ON1RU .1LFASUR£S. r.£AIOVED !I�T£1PWLS SHALL 5'ECOAIE PPWRTY O' THE CONTRACTOR, AND SH4t L# DISPOSED Of r N �' ' • . T:. '�' SID APARTMENTS 40 R \ _ 115200 09 C / t IN AC(ORA4NCF WITH Ar'FLT(.Al� LAWS AND JUR/4`3/CTi0N5. \ = ��- HOODVIEW DRIVF - J401', 13. Fk TER f ARRIr FOR SIL I F£Arf a SHN L BF PEII�''H45FD iN A CONTINUOUS BURIED FILTER FABRIC / Ea 1 ' cut VERT �� _ /� ' RO-tt CUf r0 Pi LfN6rt-' OF ,rHr L`�499..+[r r,-7.4M 'TSF ENTRANCE -- ---- - I—RI-PROD LANOJNC\ 3J5�`-- JOINTS ARE NECESSArPY, f7 [IR CLOTH SW L 8f. !RKED rGIG£IHER OM r Ai' CHIN. a• DEPTH) - ----- ` -- ••.v`" :v- .t LU z A suppoRr POST, WITH A M!/441161k 6 ACY OVE'R(AP AND &7TH ENDS \ ) 330~ SECG'ftEL Y FASrLN£0 TO, THE POST Cil OVERLAP 2'x 2'P'05T;. 325 / 14. THE F11,TR FABRIC FEMC£ Sli4LL dE INSTAILEC TO AOLLOW rN'F_ CCWTOURS Svdwent Fpn�e FILTER FABRIC V / / J - 370 ��' L) RL:SIDENTIAL SUBDIVISION R4lfRf FEASIBLE. 171E FENCE °JSTr, SHALL Hf Sf'/iC£D Al A AG�+fiAfi'M OF b' TECHNICAL GUIDANCE HANDBOOK TECHNICAL GUIDANCE HANDB❑❑K INLET D BARRIER _ / -"'� �_ __ Lr) FEET APART AiV ORIVE-N SfCUREZY INTO THE GROLIMD A MINIMUM OF 24 Drrtat Ora.r,p ] z I r ` ---- �u __ Dotal Drs•1np 3-h _ .+. y.•:e; o.r.•wFr www ru wrn.wctn•m•wwt wwn w►w ftw.. £X. 121 CU(VERT 50' IN LF_AIGTH-- °'`� //// t�r r a.�r.� ...r�.r r r r r .f INCHES. -. -- -- - _ - — CONSTRUCT SMALL SUMP T_ / / / IL TYP r r /�",rJ 3 10 15, THE Fk LER FA6TIIC SNACl rdAV£ A MW/MUM 11FRF" BURSAL OF 6 !NCI F r IF POSSIBLE_ _ N j -' �� "�'w•`�TJ� �---"" 305- ALL EXCAVATED MATER(4t FROM f11.TER Fi4Bl�C FENCE IN.SWINION SHA;.L R) Al C� _ _ - r fr--� - _ BE f34CX r11LED Aw COMPACTED ALLWG 1H£ rknw visrowwo AREA. Ra4D IS &eXK[L) PARK -- ~' I 16. STANO4RD Chi' HEAVY DEIN fJL 1£R FABRIC FENCE SHA(t HAVE STABILIZED CONSTRUCTION - - -- - '`- -_e 1' 2y5 MANUfACTUREO STIrCflFD 10(IPS FOR 2" X ?' P1 INSTAL!ATION. STITCHED fNrRANCE _ F I TO _ — - --' __r--- ''l x'.290 '`�f LOOPS SHALL b'f INSTALLED ON THE UP141.t SiDc of 1NL* SLOPED AREA. C AWL TURNAROUND _'r -_ _- -- _-- - "'J - -- 17. FJC TER FA6M, FENCES SHALt & REMOVED IW4CN THEY HAVE- .SERVED 1HEIR 285 EXISTING 12` L - f J. VL! KAHLF STREET U.SfFUL .PURPOSE BUT NOT BErORL TI-ofTI-of, UP SLOfrf AREA tOS grEN _" OiAMETER CULVERT PERIIIS bVII.Y PROTECTED AND -5Mbt1/0 l_E-CE-ND SOME ROAD WIDENING __.�..,�._.�.� 18 LATER FABRIC 10ACE:S SHA(L BE INSPECTED BY CONTWA)R AWMEMAInY �- NF1 RUCKS CCOMMODAFr' PROP RTY L INT 969.58 FEET AFTER EACH PWPTA" EEAS ENT AMD AT LT W Y EUURrAK; PROLQ4CEO LOC \ ' RAINFALL. ANY PF0U?f'D REPAIRS SHALL 6f Ar6A(,lE iN*.71E4/EL r. Silt Fence To Be Constructed EX. 12' CULVERT 40• IN LENGrH ' ,\START f LIER FENCE PLA HENT CITY OF TIGARD 1 . All 5WIMFN7 TRAPS SHALL Bf PRtOiTCTED W11f1 (AtEr 84^-iFR5 _ D �t `r--� -- - -- 0 ) 40' - _�- �� Rhill I�� __ _----- Approvona................ ........................ .. ORNN4Ct- DIT r Bio Bas Placed .n ditches ® , 0't Intervals I Conditionally Approved..................... .u.( CHES ARE AS SHC)iA91'. THERJ ARI NO DEFINED S R£AM For only the work as described In: CHAhWIEIs rev THE SITE I �-•-•�• Culvert with inlet Protection (Silt Fence) � � � '/ __ -__.__ PENMIT NO. �>>��1^-OrJ'�(� „ p;t�n AP,�RTMEN T.� Ex. P1A.SIIC cut v�Rr .-� v - TREES = AREAS TO Bf LEFT. i 20 N LENiGTHI �„7 f„ f� See Ledw to: Follow............................. .[ l TIMBER ARLAS TO Bf f 06GE0 Grovrl Construction Entrance q'� S1 WA ! AI Ch... - Jori A $:IS l �''�22. .� IN AREA r0 Hf 1riGGCti, UNMfkY,HANTA11Lf. 1f1EL5 RAID BRUSH WiLI t`Xe1n �AGs- - T _ Oate:--"..�1? � ESE LEFT UNCUT 2J. EROSION Ci1NTROL MfA;URES WTL( BL I1FT IN rIALI- UNlli IiJ S&Z VVISlON t J ESTARiSHAIFAIT Of Ph17TE"C1711' VT.'GETATION. X •,• CONCRETE UL - 24. OPFN AHAS 0115TtNW9 TO ANNEAW SOIL TU X SEEM AND Aft:hT AS E _r_ _VC RT_ - f.�Gd�_AA�l1Y 0'.t IN LENGTH -- - ---- -- _ -__ ___ �_ __- _________=' QPL764 f•K)NS IN 9A75£ 4WAS ARE` CM011 VTO CRASS MM 10 iV APf LEO �•� ----L EDF TIG i1; AT A RATE Of' 100 tB ACfif DRr L007t, W££D-W STRAW iW AS S.W. NA[V STRf ET MULCTI SHALL BL " AT 4(X'1 tB PER ACRF. .UVCkw 5's w 19Y E_X DITCH 11RANV WITH ` EX. CA CH L345/N WORAW IN 63 HAW 0R N9rH fWPWAlt, MUCH .9itC f#' S WiV t/W()RML F _ A.C PAVEMENT _- _- -- - t Oved........... . TO A MINIMUM Gl£PiH /N f!ACF. OF 2"AND FIE INTMATED 30 CMP �` -r-- -- F descAmd in INTO THc 70P IAYfR Or .rel by 84AO Of? NAG'drIJNE PUNCHA G Tiff 5rRAW INFO P TH(' 504. SPRA/WC IT W11H 4 1ACKMIG AGENI, OR t bVff?WC,, iT OYIN AN *rj I N ,3o" PIPE OUT -- ---,� 12 PIPE CON. INS ICH INS. Gas Le 3v f:RT).90V BIANKt;i SITE MAY N SO X 10YWAVA CHCd A r A RATE X ?(X10 117 ACRE. 4 7' 't,, ON SLOPES STEEPER PAN 10X, HrOWWO ANG UU(CH .SHALL & ' I SCALA: 1- 100 FEET 2 , � _ Job AddrEss:, APP11 0 WITH A "04NY, A(ZAIT (TACKIF/fRl AMUCOON RATE AAC __ _._ _ .. Day _ --_ - MfTWUDCiLOGY Tr0 Bf iN At. R C£ *Yrk 511PPi107 1#'C0MA?fA(1+IT10N5. 4 _ ORMON 75 STUNG - SUNL)i4 V hE017 61M.55 MIX MAIIJA/ RYE GRASS, 4OX 6r WEIGH, ���,�r , �� Of' VFR A1berl -!dc verlene Frid 1 4CM7. AI(_�' T nginrer2n,� Tl� 1>�f f��. �z BY �J�� AlRlrArl�N RA>�: ,� MJNI PER ACS ?N R. ��µ`' 1,2J 0 1'Y Grtz n� f1 L t n.• 1 E�Z�ft c/ti'h n/f•(:' 7F'. FERM IZAMV MR l?WS SELD M ACCaf+9WCE W IH SUf'f'LifR S' RUC:a1Ml�)1ial+TAONS. ry 11FVEt A"A�'Ivr AREAS N thw 5o rE£T Of wmw BC)Dlf 5 AND M2 r(ANDS Akr r USE- A r. !KP1RE3 i Z/3 T/97 CQ 71171 Orego n O/OI,Y PO Box 1730 NON-PHOSPl4'JfNJS `FRI111E.R, Y /L v ) ` T' iW4RRiMG U10A SWI RE SLiInP�'t7 #1171 AVF"rf MCXS'TtJNI�' TO FSTARISH Tualatin. 07��'On •�7/OU GRASS. .SUPPLY WATF'R AS NEIDF17 ESPF6'WtY AV ASNUl�4f,1� W OF 4WY WAfHTR l pry OR ON AD�'R,SE SITT'S. WDATLR APP(.FGAr101N RATES 910" biT aVfAl*LED TEr+lilO P (503) 6,2 580 7 ADfoUAlf' MlxSW 01TNour C4 iaMc ffb#Vo T 28 RE--SfFAWG -• AWAS 11W>f FAIT. rU FSTAIR15H (xd19 COV AVOW 10 111,W)VT EROSOV .S/ik1 81' RIE SE£QE7) AS S06W AS Sa>f AOS .)W'tblM"D, ATV ALI Rl�y►SfOMS - _ _ -_______ _ _ R£VTSIOWS _ . . _ £NC>/NE�RINC• Pt/lNN1N(, 11Rv�Y/NG' FOR,', TR ------�-- r Af ' Aw lE �it1Ei�SU�IE'S Wfft IQ I AAC4H Atom 0010" - _ -- ' Y _-- _._. 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Eck ca �� m rn MM " m nrn 'Va1 Nrn c a m arnQ Cern Ea (nwrn c E .2)y O C rn C V`O_"1]N ro 0 c N 10 N z (�O,w�LL101L� ELL o- a03 c, 00 0 0 0 0 0 0 0 0 N C] 0 O O O 0 00 0 0 O O jp N N N (V N CIL O V O O O J O 9 O O O O O O O O O O O 0 x x x x x x x x x x x x y m 0 N m 0 w U; w w (n (n (7 (n CL L v v v v v v v v v y O O O O 9 O O O V O O 7 p > x x x .L v x 2 O p 2 x 1 J Z Z a Z 1 Z 2 x 1 Z Z Z w w w w w Ili w w IL w w w O a Z Z Z Z Z Z Z Z Z 2 7 Z Oo 0 0 0 0 0 0 O O O O ao 0 0 o o o o o o 0 0 0 0 � T T- m CD tT z x x x x m x x X X w Z L7 m ` �S N m m m W �0 o IM rn r °' rn Cp 0) a, d r 3 05 16-p ° a a a CT) rn a a s r- O 0 0 O O O N d O Q a A 0 0 w w w y a F m m o g m 0 c m a U x� ? n D _ w 3: a O E c �= w n v (n C E u 0 a w q a o v h Q m , n Q $ H O o u m C) c N v u a c ro (Y u � E d (1 b a ro t� rn ni w ,� r> iii a E z a 0 e S L u Cf) �i Si o coo 8i rn 0 o o 0 0 Z m m m m co m m m La m m m U 0 (D (9 0 0 (7 0 0 C7 C7 C7 i Z Z Z Z Z Z Z Z Z 2 Z w w ill w w w w w w w w IL CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hoer Inspection Line: 639-4175 Business Line: 639-4171 -Date Requested /� aU —AM PM _ BLD _ Location 1 S� M- A f,& _ Suite _—� MEC Contact Perscn Ph PLM Contractor Ph SWR �ILMNG) Tenant/Owner ELC -- Iimara-,Wal — ELR Footing Access: Foundation FPS _ Ftg Drain — Slab Crawl Drain Ins7ection Notes: / v ; .7 _y, SGN Post&Beam - T� J__ SIS__. . \ Ext She-ith/Shear /"1-` _•. /�_ — I _ - Int Sheath/Shear / �, `�/ - 1 2 f X � �C4- Framing �(� .�-�--C-..�,:,�r 1 _T�'_ -� ''L.�2� � �•-^. Insulation Drywall Nailing _ � / �'''<" „"- ]�{ S f 12-C Firewall / p �- Fire Sprinkler Fire Alarm � !� /,• 7 Susp'd Ceiling -_ �� / - Roof Misc: -- - -- - - - --- A PART FAIL - - ----- rIBING Post& Beam --- __� -- ----_-__ _.— Undir Slab TopOut ---------- -------------------- Water Service Sanitary Sewer -.--___-- 'Rain Drairs Final ---- ---------___---------.- - --- --- PASS PART FAIL MECHANICAL Post& Beam --- -_. Rough In Gas Line __ _ _.- ----- Smoke Dampers Final — PASS PART FAIL ELECTRICAL - - -- - - - ----- Service rrRough In -- ----------.._ ---�.__.-..__-._------- -- --- vi UG/Slab --------- ---- - - ----- --- - - -- --- y Low Voltage r- Fire Alarm -j Final ---- ---- - ------ m PASS PART FAIL LL SITE -_j Backfill/Grading -__.�--_-`— -�w_-_•----. _ Sanitary Sewer Storm Drain [ ]Reinspection fee of$ - required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin [ ] Please call for reinspection RE _--_ - -_-___._ [ ]Unable to inspect-no access Fire Supply Line ADA 2 Approach/Side•iralk Other _ Date / Inspector _ _ / — _ _Ext Final r PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CITY OF TIGARD BUILDING INSPEr'nON DIVISION MST 24-Hour Inspection Line: 639-4175 BIISiness Line: 639-4171 BUP _ —Date Requested ��� AM -PM BLD Location_ /E c Ci C/ T �1 'l'�, Suite MEC —� Contact Person Ph PLM Contractor Ph SWR BUILDINC Tenant/Owner ELC Retaining Wall ELR Footing Access' • C' �� Foundation g4C )-O�5I00 Cnn ►'��I �,- 11 169.E1�} FPS Ftg Drain SON Cfawi Drain Inspect Not Requested Post . Beam --- Found During Research SIT Ext Sheath/Shear No Insnection(s) In File Int Sheath/Shear Framing _---- -- _ --- Insulation Drywall trailing — Firewall Fire Sprinkle ---.. -- -—.—_-- —- -- ------- - - Fire Alarm SUsp'd Ceiling Roof Misc.--- ---- ------- ------ — - -.v_---- -- Final PA53 PART FAIL PLUMBING Post& Beam --- ---- — - --_ -__.p____--- _---- -- Under Slab Top Out -----_ -- --- Water Service Sanitary Sewer ------- Rain Drains F=iia1 -- -kFIASS PART FAILLECHANICAL Post& Beam - ------ ---- ------- Rough In GasLine _..____.._-----------_-.-- _-._-- Smoke DampP,s Final PASS PART FAIL _ ELECTRICAL - -- - - - - --- - — ----- �. Service V) Rough In ---------- --_�_� �- ----.— UV/Slab Low Voltage _j Fire Alarm Final _ — i� PASS PART FAIL __-- '� SITE Backfill/Grading — - ---- �— ---�_--- --- Sanitary Sewer Storm Drain ( j Reinspection fee of$— required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line ( ] Please call for leinspertion RE.^— _ __ _ ( ]Unable to inspect no access ADA Approach/Sidewalk ate Inspector_ Other -- _.--Ext Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CITY �� �11e���� Pl`-DING PERMIT PEF...,IT"- BUP1999-00310 DEVELOPMENT SERVICES DATE ISSUED: 7/16/99 13125 SW Hall Blvd.,T,gard, OR 97223 (503) 639-4171 PARCEL: 2S110DA-00500 SITE ADDRESS: 15200 SW 109TH /VE SUBDIVISION: WILLO\P. BROOK F,, RM ZONING: R-3.5 BLOCK: LOT: 005 JURISDICTION: TIG REISSUE: _ FLOOR AREAS EXTERIOR WALL CONSTRUCTION _ CLASS OF WORK: DEM FIRST: sf N: S: v E: W: TYPE OF USE: SF SECOND: sf _ PROJECT OPENINGS? TYPE GIF CONST: 5N sf N: S: E: W: OCCUPANCY GRP: R3 TOTAL AREA: sf ROOF :.ONST� F-;RE RET? OCCUPANCY LOAD: EASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: sf OCCU SEP RATED: BSMT?: MEZZ?: REQD SETBACKS REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: SPAOK DET: DWELLING UNIT: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PAF KING: VALUE: Remarks: Demolition of a 1000 sq. ft. residential dwelling. Septic tank must be pumped, filled, and inspected. All debris tc, br, hauled away. Owner: Contractor: ERICKSON, AL &VERL.ENE RENAISSANCE CUSTOM HOMES 15200 SW 109TH 1672 WILLAMETTE FALLS DR TIGARD, OR 97224 WEST LINN, OR 97068 Phone: Phone: 557-8000 Reg#: LIC 049955 FEES _ REQUIRED INSPECTIONS Type By Date Amount Receipt Pump/Fill Septic Tank Insp ' PRMT BON 7/16/99 $25.00 99-316960 Final Inspection 5PCT BON 7/16/99 $1.75 99-316960 � � IGINAL EROS BON 7/16/99 526.00 99-316960 ERPU BON 7/16199 $8.45 99 316960 (additional fees not listed here) Total $69.65 This permit is issued subject to the reguletin;is contained in the Tigard Municipal Code, State of OR. Specialty Codes y and all other applicable law. All work will be done in accordance with approved plans. This permit wi!I expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow tt a rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR C' 952-00 1-0010 through JAR 952-001-1987. You may obtain a copy of these rules or direct questions to OUNC by ' calling (rn1) 24R- 37. Pe nn it ee Signature: Issued 3y: l t� ��L Cell 639-4175 by 7 p.m. for an inspection the next business day 31111111 CITY OF TIGARD Commercial Building Permit Application Plan Che 13125 SW HALL BLVD. Recd By r��/ Date Rec'd' 7 16 `j TIGARD, OR 97223 ��r✓ Date to P.E. (503) 639-4171 Date to DST Print or Type Permit# 'f-,1O IP i7m'71x7 1b Related SWR# Incomrlete or illegible applications will not be accepted Called Name�,ofDevelopmenUProjec:t Existing Building E] [ New Building ' Job �/1I61k�soiv L-� Address Street Address Suite Building A)-sw/o yn Data Bldg i. Ciitty-/;State Zip Existing Use-of Building or Property: Name — Property V-Ileyleoove Z jKcecGL, Proposers Use of Building or Property: Owner Mailing Address Suite 11'(r7ls No. Of Stories: City/State Zip q]v Phone Sq. Ft. Of Project: Occupant Name V c Name �f Occupancy Class(es) /-I� Contractor �j/141'S•S/j7� � p ���{f u Types) of Construction Prior to permit Mailing Address Suite Issuance,a copy / Will this project have a Fire Suppression System? of all licenses (!� 1V111,h!t*- //s re v_c- _ Yes ❑ No ❑ are required if City/State Zip Phone — expired In C.O.T. C1 Americans with Disabilities Act(ADA) database �>;r`, tx' / ! S. / 9'Da Valuation X 25% = $ Participation Oregon Const.Cont.Board Lic.# Exp.Date Complete Accessibilit Form f,/j Ov Project — I $ v - Name , Valuation ___ __ AivMteet / /�1/ j� ;���y�,,' Plans Required: See Matrix for numer bof sets to subs-it Mailing Addr ss Suite on back City/State Ep PhoneI he eby acknowledge that I have read this application,that the information Geg{�L`vw o�7Odfr SS 1_goo � given is correct,that I am the owner or authorized agent of the owner,and that plans submitted are in compliarnce with Oregon State Laws. Engineer 4a e, AV�4C �yt ure of Qwner/Age ,� Date Malling Address Sul". Contact P rson Ne a hone —L City/State Zip Phone ✓ 5.5 7- ---- --L-- -�--- FOR OFFICE USE ONLY — Indicate type c workNew O Addition O Demolition Map/TL# Land Use: C,7' Accessory itrurfure O Fogy ndation Only O Alteration O _ I Repair O Other O _ Notes: LL Description of work* J I - --- -- -- -- — _. TIF: — Note: site Work Penult Application must precede or accompany Building Permit Application 11COMNEVVTI DOC (DST) 5/98 COMMERCIAL PLAN SUBMITTAL REQUIREMENT MATRIX Pian Review is dependent upon submittal of BOTH plans AND a COMPLETED application. For an electrical submittal, the application must cor,,ain the signature of the supervising electrician before plan review will be f-onducted. After plan review approval, Pians Examin r wi!! ,�ontal.i the applicant to request add;tion3l plan sets for distribution pug poses. (Copy for Contractor, City, Vr ashington Counter, Tualatin Va,'ey Fire & Rescue) Tc tal# of TYPE OF SUBMITTAL plans _KEY: .,ubmitted S (Private) 1 S = Site Work B (New or Add) 1 EZ = Building F (New or Add or Alt, 3 F = Fire Protechfon System M (New or Add or Alt) 1 _ M = Mechanical B & M (New or Add) 1 P = Plumbirig P (New. ;u;d, of Alt) E = Electrical B & M & P (New or Add) 2 New = New Building E (New, Add, or Alt) 2 I Add = Addition B & F & M & P & E 3 Alt = Alternation to Existing (New , Add) Buiiding *B or B & M (Alt) 1 *B & M & P (Alt) µ�µ 3 N 'B & M & P & F;Alt) -B & M VD & E & F(Alt) 3 1) .J NOTES: 'Shaded areas designate AL1 submittals Vnly. I ktstslformslmatrxcom doe 10/30/98 i y l� kb v �C U \1 v O c J 77 040 l 5 O December 8, 1997 U t At/_U Darren Mahr / CITY OF TIGARD Woodland Management, Inc. OREGON! Kruse Woods One Building, Suite 468 5285 SW Meadows Road Lake Oswego, OR 970?5 -- 7 RE: ERICKSON LOGGING AND NEW OVERSIZED LOAD PERMIT have co,icluded my review of your request to modify the oversized load permit which would allow use of the new extensions of Royalty Parkway and SW 109th Ave., in addition to the previously approved streets. Your request is not approvable at this time. At this point, the City has great concern over unrestricted use of the new Royalty Parkway and 109th Avenue. Further mixing of autos and log trucks could lead to accidents. Any use of these new streets would require traffic control measures at the intersection with Naeve Street. Flaggers would have to be in place to ensure safety at the intersection. I understand that your need to use the new ,oute is necessary for logging the upper portion of the property. While I understand tl-is need, traffic safety is the critical factor of my decision. We can revisit this issue after you devise a plan that addresses the City's safety concerns. I will refund your $80.00 for processing of your oversized load permit. This will be done in a separate mailing. As I indicated previously, any change in the route needs to have the input from the surrounding neighbors. Prior to any further consideration on the City's par;, you need to have this input. I would recommend that this be done before you make application. The application should include who was notified and v,-"at comments were received. If you have any questions, please contact me. Sincerely, /Jme�s J.P. Hendryx Director of Community Development I COAMWERREEUNTPICKSON 17 13125 SW Hall Blvd., Tigard, OR 91223 (503)639-4171 TDD(503)684-2172 i CITY OF TIGARD `\ DEVELOPMENT SERVICES 13125 SUV Hall Bivd., Tigard,OR 97223 (503)639.4171 CL J r_ CITY OF TIGARD Site Permit Application � -/O/ k 13125 SW HALL BLVD. Gomrnercial: Complete ENTIRE form TIGARD, OR 97223 Residence: Complete SHADEn areas �J. - (503) 639-4171 x304 f /0 !,,o Print or Type j//t, xec7r v Incomplete or illegible applications will not be accepted e— 11- LI-q7 - Project r�atne ff Utilities(Complete all that apply) Jdb /"C r Address Addres `-41 CCJ Storm Sewer 5,21 Q�`� iA PSV E'. Linea-Fl. N 1 [� Sanitary Sewer PA I b � �` " G y" I�t+n�' L.,ftc- )t,, Li Owner Owner Maili Address Fresh Water _ J- 6, rA�1C�" _ __ Line Cj�r/Stet ' Zip G Phone �S Catch Basins Pl-Gene+rat N fl Clean Outs # ( �- Contractor # ptsw to pe"M M�f71�ZJing Address/ Describe work to be done: laivance.a 1I < +x covywait ,"3 1? New❑ Addition(:] Alterationp Repair❑ ilcenaft aro City(st to f, Zip» �. Phone { Additional Descrip on WLrk: re4u,rrd its Ire. f ''/ ,1 �� c�vr.fr'U�� '( r f. �C�✓ -T1 expured tit t,OT L Exp. C. d2ra�ss State Const. Cont.Board Lic.# Exp.Date V�C.'l Name —_+ Project j'' -- Valuation �✓ Architect Mailing Addre - Plans Required: See Matrix on back The follcrAdri ,must accom an this application: City/State Zip F,ione Site plan with Vicinity Map Parking(Including y Showing ADA compliance ADA)&Lighting Plan Name /�-�� Grading Plan and details t.andscapuig i'lan L-hC ►net' --- _ _ Engineer Mailing Address Erosion '-ontrol Pian and Retaining Structures � details _ Including cal4,itabons City/St`a'tte`s' Zip Phone ite Utility Plar,e-M details oils Report _ �UA (efir 1 n 7L�, 6r� r 7 howirg, rec onto (i required) l 4 0� -1 '�^S.� epMov� �n Excavation Volume i hereby acknowledge that I have read this application,that the (Soils report required for>5,000 cu. Yards information given is correct,that I am the owner dr authorized r� cu yd, agent of the owner,and a dans submitted are in cmnpliance with Ore�c on SI la Hi;Volume Sig Date (Soils report ;aired for>5,000 cu. Yds.) j n _ / cu. yds. t c~i Wid the fill support a structure r Contact Pers n eme Phone (Engineer required if answer is yes) YES[] NOD _ � q - Retaining structure?(check one) oRock FOR OFFICE USE ONLY U CMU Notes: ❑C660.,te tOther Total new impervious area including all Land Use Case 0 MaprTLO buildings, sidewalks, and paving Sq. Ft. II z siteapp.do,:9/97 COMMERCIAL PLAN SUBMITTAL REQUIREMENT MATRIX DISTRIBUTION TC PLANS OUT TO DST EXAMINERS (Note a.) TYPE OF SUBMITTAL TOTAL CPE PPE EPE CPE PPE EPE SITE t 1 -- -- 3 (j,o,u) -- -- B (New or Ade 1 1 -- -- 3 (j,o,w) -- -- F (New or Add or Alt.) 3 3 -- -- 3 0,o,f) M (New or Add. or Alt) 1 1 -- -- 20,o) -- -- B & M (New or Add) 1 1 -- -- 3 6'0'w) [P(Z-W—' Add. or Alt) 2 -- 2 -- -- 26,0) -- B & M & P (New or Add.) 2 1 1 -- 3 (j,o,w) 2(j,o) -- E C dew, Add, or Alt) 2 -- -- 2 -- -- 20,o) B & M & P & E (New, Add) 3 1 1 1 3 (j,o,w) 20,o) 20,o) B or B&M (Alt) 1 I _.. _. 20,0) w. B & M&P(Alt) _3 1 - 2 - 20,o) 26,o) B &M& P&E (Alt) 3 1 1 I 2 G,o) 20,o) 20,o) NATES: KEY: a. Before returning to DST, Plans examiner gets appropriate j = Job B = BUP number of revised plans from applicant, stamps and completes, o = Office M = MEC updates and adds actions. f= Fire P = PLM u = USA E = ELC b.' 9Wed arias dl~si nate ALT s sbrnit–ls only: w= Wash. County F = FPS c. FPS 'is a new permit category set aside for Fre sprinklers and fire alarms. d. Effective August 15, 1997, Tualatin Valley Fire and Rescue no longer requires a set of LL approved plans to be forwarded to their office. Exception. continue to forward a copy of approved fire sprinkler and fire alarm plans with calculations. h Vnalnc Doc COMMERCIAL SITE WORK PERMIT APPLICATION/PLANS SUBMITTAL REQUIREMENTS Applicants: Please completeAPPLICANT 1. APPLICANT NAME: �( " V PHONE* �2 zU r 2. SIT_ADDRESS: 1`52-00 (0 lQ �V\Ayp FAX# LLff -)- NOTE: A Site Work Pcrmit is required on all additions, accessory buildings larger than 120 square feet, modular structures and new buildings. 1. A. SITE PLAN and vicinity map(Fully dimensional, drawn to scale) showi.ig the geographic location labeled with: ' [map&t x lot#, Jproject ame, site address ❑suite number ❑ zoning)0 applicant name, phone number, and identifying B. Noilh Arrow. C. Scale(Any standard, architectural or engineering only). D. Street Names. E. Building pads (drawn to scale)with project location. 2. BUILDING PLANS (no red line revisions or tapeons). Number of plans based on type of submittal. See Matrix on back of application. ALL DETAILS LISIED BELOW SHALL BE INCCORPORATED INTO THE PLANS A. Site Pldn shu..,ng: 1) required parking spaces and dri, eways 2) a route, accessible to persons with disability, leadirg from the public way to an accessible building entrance 3) accessible parking spaces and adjacent access aisle connecting with the accessible route 4) curb ramps along the accessible route, curb, sidewalk and gutter 5) finish grade elevations along the accessible route B. SIte Det*. I sheet showing a detail and specifications for each of the following: 1) accessible parking and adjacent access aisle 2) pavement markings showing the international symbol of accessibility and; 3) accessible parking stall signage N4) stairway, ramp and handrail within an accessible route �- C. TOgc�rahic survey plan showing grade elevations crossing the entire site J D. Overall grading plan LL, _J E. nets of pla containing the following sheets: (see Matrix) I:SFAPP.DOC (DST) 8197 F. Storm dra*nagg plan showing: 1) finish elevations throughout the developed site 2) grade breaks determining area serving each catch basin 3) location of catch basins 4) pipe size 5) type of material 6) slope of piping 7) manholes and field drains 8) cleanouts provided for each 100 feet or frac'ion 9) roof drain laterals specifying cleanouts at each upper terminal G. Utilitie Lpjan showing: 1) sanitary sewer line location, pipe size, type of material, slope of piping, manholes and cleanouts provided as required for storm 2) size and location of domestic water piping and drainage 3) fire hydrant location and pipe size if on private property 4) if the building is to be protected with an automatic fire sprinkler system, show location of the water service vault and the fire department connection (FDC)within 70 feet of a fire hydrant 5) size of underground water service for the sprinkler system H. )erosion contrQI pla complying with the requirements of the Unified Sewerage Agency showing: 1) silt fence locations 2) bio-filter bags/other approved barrier material surrounding catch basins 3) illustrations detailing the correct installation of the silt fencing and catch basin protection 3. Additional Requirements: A. Soils (geotechnical) report: A soils report is required for new building and additions. 1) the report shall address the potential of soil liquefaction and instability (OSSC Sec. 1804.2) and: 2) fills to be used to support foundation of buildings (OSSC.Sec.3301.1) and: 3) Foundation and lateral pressures exceeding 1,500 Ib./sq. ft(OSSC.Sec. 1805) B. �L �Y1eposlt J C7 L1 J I:SFAPP.DOC (DST) 8/97 AKS Engineering & Forestry 18961 SW 84th Ave. Tualatin, OR 97062 DATE TO—Z9 U JOB NO O� Phone(503)692-5887 Fax (503)692-6431 ATTENTION Qv ; co -- 1 S � _ RE: � C k so 1111�1_��v_� Ing N Y�— To �\ rU c1,��- �e V e O p ime v) — 1,37-5" WE ARE SENDING YOU Attached U Under separate cover via the following items: U Shop Drawings U Prints U Plans U Samples U Specifications C1 Copy of letter 1-1 Change order COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval U Approved as submitted U Resubmit — copies for approval ❑ For your use U Approved as noted U Submit — copies for distribution ❑As requested U Returned for corrections U Return corrected prints ❑For review and comment U ❑FOR BIDS DUE 19' l ❑ PRINTS RETURNED AFTER LOAN TO US a REMARKS _ C _g/, cL '- 1II�T +Q • �_ _ -- jLA,C.V\r' - W V� j�AU vN a q Dnp v%4 - --- Pk 't' r _SOI(` 0 r Vim- �C.Se- r - - ---------- -- COPY TO _ -- __---SIGNED:'// If enclosures are not as nosed,kindly notify us s nce.KE'�+h hh kP 14y o LRRLCAS..N LOCOING P.ROHI CT A. T2S, Rl Y #r ff, TSN LOTS 1001 200, 500 T10,4RI) ORLON EROSION PR�'T� 'NTION & S�olfffNT CN7ROL R.�PORT August 1J, 1997 (Revised 10-21-97) OWNER. AL3ERT & VEERL ENE ERICKSON 12JO N GRANT CANBY, OREGON 97013 CONTACT- BOB CHRISTIE PHONE- (50.3) 266-2711 PREP41YED BY.- 1177 SNC/N��R/Nr MRfSTRY 18961 SW. 84TH AVE TUALATIN, OREGON 97062 Phone: (503) 692-5887 Fax.- (503) 692-6431 ' PROF�s F �Lj' aG 1 Nor S V F 1 97 + .,oN !11 J 12 firth J ENN� EXPIRES 12/31/97 Erickson Property SW 109`h Avenue Logging Operation EROSION PREVENTION & SEDIMENT CONTROL PLAN REPORT (Revised 10-21-97) TABLE OF CONTENTS DESCRIPTION A. Grading/Erosion Control Information.Form Fl. Erosion Prevention & Sediment Control Plan Report Narrative C. Vicinity Map D. Erosion Control Site Plan E. Air Photo Copy F. Site Size & Dimension Map G. Typical Road Cross Section H. SW 109" Street Culverts & Capacities I. Soils Survey Data J. Logging Permit K. Erosion Prevention and Sediment Control Plan Drawing n. H- N H J G_ CV Uj J Appendix •A GRADING / EROSION CONTROL INFORMATION GENERAL CONTRACTOR BUILDING PERMIT APPLICATION# NAME: 5 10j i Z5) R 1 k W. M, ADDRESS: PARCEL I.D. # Tax Lc>+s I oo, zoc.) g L-oo SUBDIVISION NAME: PHONE: Q n CONTRACTOR SITE ADDRESS: 15ZOO 10q4k ke, NAME: L. TSaftd , OR ADDRESS: ox �Y, � LOCATION FROM NEAREST Poo Ica, 72a INTERSECT ION: 30 FT. LPRILVADTE PHONE: JOB SITE: (circle one) PUBLIC OWNER/APPLICANT I AMOUNT OF WORK AREA TO BE USiurlV�8 NAME: A Ales +F' -V_preog_ Er icI - TO Ali nerol Sni ADDRESS: j Z3O N _60,,4_ cor,in � _ , 3 Gc.Yes fI�. Of? G `2c) 13 �r EXISTING & PROPOSED SITE RUNOFF DRAINS: PHONE: (circle one) DITCH PIPE CREEK CATCHBASI OTHER.- 24-HOUR THER:2a-HOUR riv,FRGENCY CONTACT: SOIL DISPOSAL: NAME. _ — ADDRESS: DISPOSAL LOCATION ADDRESS. ESTIMATED AMOUNT: PHONE. CU.FT. J ti Cz I agree to comply with the "Erosion Preventicn and Sedimentation Control Plan Technical Guidance Handbook" and will construct and maintain ESC measures to contain sediment cin the construction site. Owner/Applicant Signature Date a. EROSION PREVENTION & SEDIMENT CONTROL PLAN REPORT Narrative PURPOSE-This Erosion Prevention and Sediment Control Plan is required prior to the ren.oval of logs from the site. The site is currently ready to be logged upon the appro-.,al of this plan. This plan for Tax Lots 100, 200, and 500, S10, T2S, R1W, W.M., is designed to minimize soil erosion through initial prevention and then to control the amount of sediment leaving the sight through the use (,f various methods to slow the water. or filter the sediment out of the water. The Homeowner's Association to the south (downhill from the proposed logging) is very concerned about the potential for sediment transport over the south property line and into the subdivision. GENERAL SITE INFORMATION-The site contains 16.25 acres (per tax lot maps) and is located off of SW 109" Avenue in the City of Tigard, Oregon. The site is approximately one quarter of a mile east of Highway 99W. the site has been utilized as a rural residential homesite and as a small tree farm. Vegetation on the site varies from mature 60 year old Douglas fir to 4-6 year old Doug',as fir "regeneration", grass and assorted brush species make up the understory througoou: the site. The mature timber to be logged occupies approximately 10 acres consisting of a large contiguous area in the eastern portion of the property and several scattered isolated pockets. (See Erosion Prevention and Sediment Control Plan Drawing). The site slope is fairly uniform and averages about 10-15 percent. Residential subdivisions are adjacent to the south and east, with apartments to the north and rural residential properties and 109" Avenue to the west. There are no defined stream �,. channels leaving the site. The existing runoff travels as either sheet flow c as groundwater off of the site. TIMBER HARVEST-This property is considered a tree farm by the City of Tigard, LL and timber production and removal is an all ed use of this property. J Woodland Management. Inc. has been retained by the owners to manage the timber harvest operation. Darren Mahr (684-4004) is the foresier in charge of the project. Woodland Management will be setting up the contract, hiring the logger and overseeing the project. A copy of the State logging harvest permit is attached. The timber harvest will consist of the falling, bucking, yarding and hauling of the merchantable timber 11rom approximately 12 acres of the site. The logs will be yarded by either shovel yarding (utilizing a log loader to swing the logs, "leap frogging" them to the landing), or line logging them using a winch on the back of a skidder to central points from which they will be loaded. The phases of construction will consist of falling and bucking the timber, building the haul road and landings, and yarding the logs to the central or roadside landings (where they will be loaded with a log loader onto log- trucks). This should take about 2-4 weeks depending on the weather. Approxini..*ely 270 thousand board feet (mbl) will be removed from the site. The site will then be water barred, and seeded with hay or hydromulched at locations not already seeded. AREAS REQUIRING EARTHWORK/CAUSING GROUND DISTURBANCE- Approximately 1200' of haul road and ditch will be constructed. A portion of this road is existing and will require improvements, a portion of this road will be graveled depending on the weatt,er. One to one and a half acres of landing area will also be needed. Approximately 1,500-2,000 feet of skid trails may also be used. The haul loads, landings and skid trails will be the areas of concentrated use. These areas (totaling about 1.8-2.3 acres) will be disturbed down to mineral soil. The remainder of the project area will not have Bruch of the mineral soils disturbed. It should be noted that the only areas to have the stumpE removed will be the road and landing areas. The unmerchantable timber, logging slash (limbs, tops, etc.) and brush will be left where possible as a buffer zone. The haul road will require minimal cutting and filling because of the gentle slopes on the site. No soil material will be brought onto the site or removed from the site. An existingravel road to the southeast of the property will be improved and utilized to g P P Y P haul logs off of the property. The access to 109`h will need to be improved to accimmodate the log trucks, and may require the existing culvert to be lengthened. A ditch will be run along the uphill (north) side of the haul road as shown on the attached road cress section. EROSION PREVENTION MEASURES-The erosion prevention measures to be used during the harvesting operation will be: designated skid trails, minimization of stump removal, minimization of haul roads and landings, leaving logging slash (limbs, tops, etc.) where they lie (i.e. not piling), using this slash to run equipment on to minimize ground disturbance where possible, spreading grass seed and hay on areas disturbed to mineral soil upon completion of the operation in that area, and leaving as much of the existing brush in place as possible as buffer zones between the disturbed areas and the property lines. The haul and skid roads and landings will be placed in areas that do minimize stump � removal. Stump removal will be kept to a minimum by careful location of the roads and landings. In cases where a stump falls on a road or landing it will be "shaved" apd left in place. Grass seed and hay will be placed on open areas disturbed to mineral soi' as operations in those areas are completed. An approved seed mix (as outlined on the Erosion Prevention and Sediment Control Plan Drawing) will be placed at a rate of 200 lbs per acre. Immediately after seeding, straw mulch will be placed at the rate of 4,000 lbs. per acre, and will have a minimum depth in place of 2 inches. It will be spread uniformly throughout the entire area and integrated into the top layer of the soil. These areas may also be hydromulched If hydromulcbed, it will be applied at the rate of 2.,000 lbs per acre. On slopes steeper than 10%, hydroseed and mulch will be applied with a tackifier. SEDIMENT CONTROI. MEASURES-The sediment control measures to be used during the harvesting operation will be a filter fence along 'he south boundary, a gravel stabilized construction entrance at 109"', dust control using a water truck to sprav water on the roads (if necessary), inlet/outlet protection at culverts, and bio-filter bags at a 70' spacing in the roadside dit-hes. Haul and skid roads will travel the length of the property (approximately 'vest-east). This road will be ditched on the uphill side and be constructed to intercept the water flowing down the slope. Biobags will be placed at 70' intervals in u,is ditch. This water will be routed west across the property to 109'h where it will drain south through an existing 10" diameter culvert with a 14.5% slope and a calculated full flow capacity of 8.25 cubic feet per second (cfs) (the calculated flow from the site to this culvert will be 4.46 cfs). With the widening of the road/driveway area this culvert may need to be extended. This culvert flows into a north-south running ditch along 109°i, with im average slopes above 17%. At 9" of depth this channel was calculated to have almost 32 cfs of capacity. (See attached sheet.) The water will flow through this ditch and various driveway culverts to a 12" diameter concrete line which drains to an existing catch basin at the northeast corner of 109"' Ave. and SW Naeve Street. This catch basin then flows west approximately 10 feet to an existing ditch drain adjacent to 109`'', n_ which has a 28" corrugated metal pipe flowing out to the south with a calculated N capacity of 58.8 cfs. The sediment control measures to be used after the harvesting operation will be waterbars at 70' intervals along the haul and skid roads, and the continued maintenance of the bio-filter bags in the roadside ditches, inlet protection at culverts, and the filter fence. "fable 3-2 of the Technical Guidance Handbook, iter! 4, requires 150' between filter fences on a 15% slope and 300' between fences on a 10% slope. This is for material that is continuously disturbed over the whole area. This project will have road disturbance in determined areas and small scattered areas of ground disturbance. The maximum distance from the road edge (the overland flow north of the east-west road will be ditched and flow to 109 ') is approximately 400'. Due to the varied nature of the disturbance and the buffer zones of existing brush, the filter fence on the property line was considered adequate. No settling basins or diversion structures are required in this plan. Outside of the road and landing construction, disturbance to the soils on the site will be minimal. The logger will work to avoid yarding during the wettest periods where possible. Soil disturbance to the site outside of the roads and landings will be minimal. The erosion control fencing will e:iher be placed entirely before falling begins, or a little bit each day, placing the fencing each night as the work is completed. If the fencing is placed a little each day, the plan is to fall the timber starting at the property line along the southwest edge of the timber, and pull it away from the property line, clearing an area to place the fence. Dot7enrod Int'l., Inc. has been retained to assist with the filter fence placement. The timber iemoval will continue moving to the east along the property line and then turning ,forth at the southeast property corner. The erosion control fence would be placed in sections in the afternoon on the areas cleared in the morning. No unprotected areas would be left overnight. The ditching and biofilter bag placement within those ditches and culvert inlet protection will be completed during the construction of the road. Dust control on the haul roads will be utilized if necessary during log hauling and road construction. Upon the completion of the project, the haul and skid roads will be water-barred at 70' intervals. SCHEDULE-The work will be started upon the approval of this plan. This will start with the road, ditch, and culvert construction as well as the biofilter bag and inlet/outlet protection for culverts. This should take several days. In conjunction with the above or just after, the timber falling will begin with the filter fence placement following right behind. This should take 5-7 days. The yarding and hauling of logs will begin in conjunction with and after the falling, and takel0-22 days. Upon the completion of hauling, the roads will be water barred and the disturbed mineral soil will be seeded and hydromulched. This should take 7-10days. The above schedule is approximate and variable depending on weather, equipment, etc. SOIL SURVEY INFORMATION-The soils on the site consist of 11 B-Cornelius and Kinton silt loams, 2-7 percent slopes, I ID Cornelius and Kinton silt loams, 12 to 20 percent slopes, and 38D Saum silt loam, 12 to 20 percent slopes. The site is approximately 21%-11B, 51%-11 D and 28% -38D. (See attached soil survey data). W The soil survey rates these soils at "K" values of 0.43 (11 B & D) and 0.32 (38D), on a scale of .10 to .64 with the larger values being more erodible. These soils are susceptible to erosion, especially where water is concentrated and run down the steeper slopes. Our plan is to avoid the concentration of water and to revegetate the disturbed soils immediately upon the completion of logging. MAINTENANCE OF SEDIMENT CONTROL MEASURES-During construction the logger will inspect the site daily and make sure that ditches and culverts are working and not -ilugged. During the post harvest period, the site will be inspected after storm events by the owner's representative. ft H Cn y H J r- G:] V LL! J VICINITY MAP Albert and Verlene Erickson Property Tax Lots 100, 200. and 500 NE 1/4 SE 1/4 Section 10 T. 2 S., R. I W., W.M. 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JJ•"r 4 rn �.�y !� + +.��d 1 a `.�r•'a 1 ti � A�E s hid' 1 C I fY IsrY nn ' Ir 11 S � 11 C .r• A « r4 ,IC +' �-' Arle •a� } �� ,l�*. l+f iy, r c.} ,c �f.. !e . ��IA tyI r.7 a-' ! ` ••.fir rr A t,"b r-+ L: r e WRNAM A .{■Y E A Aiw+r A° $SI A r I I �.>�IAS m�.Ir !• I [9yw — st— - 10931 Sw 04rH AVE. "JALSTIN.OR 91002 T?L.?�NCNE 3001092.700' FAX(30.11 092-Wf Erosion Contra` siie Plan Property contains 1625 acres in the NE 1/4 of the SE 1/4 of Section 10, US, RIW, W.M., City Of rgard, Washington County, Oregon, Consisting of rax Cots 200 (J.55 ac.), 100 (3.00 ac.), and 500 (9.70 oc). SITE INFORMATION SOIL TYPES LEGEND Sill Fence To Be Constructed SIF SVC• 1655 ACRES(PCR/AY tOr WS) MV SO4 SURKY OF WA.SHAVOV- U$O1 sm COVSfR Anav SCRWC v Bio Bags (Placed in ditches O 70'1 intervals) MEA 10 BE tO;GYD 11'71 ACRC5 IIB•CORAGIUS AND AINION Str!OWS 7-It StOKS,RtWoFF IS SLOW, Q-y Culvert with Inlet Protection (Sit( Fence) SLtGNr rROSaV hAzAmc 08ch 110•CORACLNS MW A%N70M 521 0416. 15-20X SLOKS,RUA07 IS LKOW.AI CONS TRUCTION11OGGING TIMING m0"IT CROSION WARD Gravel Construction Enlronce J60 S1UN S2r 040,, 17-Xf SLO.Pf,,,RUKW IS WOW,, IPF(S ARMS AWr 10 Sr IfWr BCCN tOCWAW 41PON APPROVAL ROM ME On Of MVD IA1OtRAlE EROSA78 WZ4P9 ASSUMED 70 BC N AAVWRY OR GRAY FFBRWY Or 1996 IIA080 AREAS ro Bf LOCCM now WS APARTMENTS .989 80 Fffr PROPERTY LINE \ 29752 TIMBER 590 ty Z5 RURAL _ REPR SO/( 116 T/MB� vv� �360 'LADY MARIAN z RESIDENTIAL 3 QC HOUSING RESIDENTIAL SUBDIVISION PE°R00 — --Jss-- a TIMBER RE ' jm I `� 10 15200! -- ,J13 _ APAR,MENTS R 09th C] —�� - =J1a �.W' NOODVIfW DRIVE EY�7ln KRl r tµpAC ,uS 330 Of � 57s u RESIDENTIAL .SUBDIVISION rr 17•CUL KR/50'N IfAGM 1 j��t'0• ovSrn%Swat IL I P r!FF 551 yin ! 0 / TYPE �/ "7AU tS BLOC p0 �AI j1I 5TAN IM COVSlI9tR'71OV 1NnW,tC I 'i` /l ----490 C —1e5— i S W KABLE STREET MYL�Ci7 CUL KR7 -- -- v PROP RrY LINt' \ 96958 rFFr IU:WICKS Cr 12•cv{KRr.o'N tENGM $1NP1 'R Fn�r[ r ROCK NEAR THE SURFACE .o _ RFiV /SS.4NCE IN THE MEADOW AREA. APARTMENTS20 ,IV IEAC sP1 SUM /T THERE A!,'. AFPROXIMA rt-4 N 1 1,000 TREES OVER 6" CALIPER IN THE AREAS 1 MARKED TIMBER � 10'1 N 1EACM 3 m S.W NQ r,'E SrREEr .-♦ Ar PAA9 r U1 J b•IVY WI � r^I PF CM' --- L) OXIVER Albert & Vertene Erickson .467ENT 4AY Engineering y 1230 A' Omni Alin. hith ✓ehnke SCALE F = 200 FEET Canby, Oregon 97013 Po Box 1730 Tualatin, Oregon 97062 (503) 692-5887 i /•). . 1. • .yam.. � � ,'Y �y.. 1 .4.��1 .^fr�r. •. 1. .. 1i'^�� .fir 1 Yom. �•. r 1 1 , '. �b�• .•.. � L 4 Site Size & Dimension .fap Property contains 16.25 acres in the NE I/4 0l the S£ 1/4 of Section 10, T25, RIW, W.M., City of Rgcrc! Washington County, Oregon, Consisting of Tax Lots 200 (J.55 cc.), 100 (J.00 or.), and 500 (9.70 cc.). SITE INFORMATION WE SIZE- 16.15 AM(PCR MY LOr WS) AR(A ra RC WOUD. I/,),'4CRCS APARTMENTS PROPERTY UNE 96960/nal J50 16 40' RA'BER RURAL w RESIDENTIAL LADY MARIAN p 4� HOUSINGul a RESIDENTIAL SUBDIVISION oIf J50.16 I'll APARTMENTS 10' S.W HOODVIEW DRIVE a RESIDENTIAL SUBDIVISION FIJI A SW KABCE STREET 969,56?Cr PROF RTY UNE srARr rm rw 40' RL'N /SSANCE APARTMENTS / S.W NAEVE STREET \� AC PAl{I(Nr CO � Cx.U N BlS7N w J Y OYbN''R Alberl & Verlene Frickson ACFAT 4A-T Engineering 1230 N Crani Alln. Aeilh ✓ehnke SCALE 1" = 200 FEET Canby, Oregon ,97013 A9 60Z 1730 rualihn, Oregon 97062 (6-02) 692-5887 CD co m c! o 0 N N G, Typical Road Cross ,Seclion Property contains 16.15 arses in the N£ 114 of the S£ 114 of Section 10, TPS, RIW, WM., City of Tigard, Woshinglon 6ounly, Oregon, Consisting of Tax Lots 100 (J.55 cc.), 100 (J.00 cc.), and 500 (9.70 cc.). SITE INFORMATION Sro ac• (ACA rM(ar,WO53f m T"T I CA L SECTION vru m roc00 - I AC uo r.r, Acs SUBGRADE AND SURFACING N.TS. A PORTION OF THE ROAD WILL HE ROCKED DEPENDING ON THE WEATHER CONDITIONS AND LOGGING SYSTEM. MAINTAIN A 4-4 1/29 GRADE FOR THE DITCH MAKE DITCH A MINIMUM OF 1.5' DEEP, DEEPEN FILL SLOPE RATIO DITCH AS NECESSARY TO ENSURE TOTAL FLOW REMAINS IN DITCH. 2:1 COMMON CUT SLOPE_ RATIO 1:1 COMMON CUTS 1/2:1 SOLID ROCK 1/2:1 SOFT ROCK OR HARDPAN SHOULDER SHOULDER WIDTH 8-12' SURFAQD WIDTH WIDTH Existing Slope ell 4-6 COMPACTED "' MOintoin Minimum Ditch BASE COURSE dope of 4Z J J __ 12_-16' SUBGR40E WIDTH _ 00H OlfNER /lberl & Verlene Frickson ,4CEIVr .4AT Fn'gz' Bering /?,70 N Crant 411n. i(Pzlh Iehnke Canby, Oregon 97013 Po Boz 1730 Tualalin, Orpgon 97062 (503) 692-5887 c O r\ c o I Marr � �,5s ►� % Grpp t ,n Co��J,r.a�ed pRs,�c n = , D'2,Z Use_ Nees�d �oe(4 5 �ro vv,G--Z S-9 7 7�ES TREES C Mei hods +D Cr lc. )14c S,�r,w_y 40 T/MBER 15ZOO GgQac ll-'e5 APARTMENTS RE D 109tn. � ID i' Comic, EX. 12" CULVERT S= W 20� SOD - P EX. 12" CULVERT 50' IN L ENGrH ` "- �V l p Con c CONSTRUCT SMALL SUMP -- s J S, Z IF POSSIBLE ROP�� ROAD IS BLOCKED STABIL II.EO CONSTRUCTION ' ENTRANCE CAD TO GRAVEL TURNAROUND BE 3 Z PIA 5f G DIAMFTER CUL VERT -L�. f r/MBE SOME ROAD WIDENING NEEDED TO ACCOMMODATE PROP RTY L//VE-7u QCT ti LOG TRUCsc 37 EX. 16,47IL VERT 40 IN LENGTH � Sr1 I� Z7N,0� pll -� rnJ, Oro Z6�,3y 40 C� Co,ncre�e lr,v Ih Z�,ZB 5= 13,3 3 APARTMENTS �x. 12" PLASTIC CULVERT L 153 _0 IN LENGTH 'I EX. 8l0 BAGS �qc q,4 7C 4 Lo �f",J\jc>,,�_ a-ZS,7q ;.41 E5:1 _1'"'1- C% E.Y. CONCRETE CUI_VFf X Ar'H DACIN 153' IN LENGTH S ^ U L� Zpf L Shvlr, Z2L1 S6 S .ZI." 222.3 SY, i H�Ar J �� CX.AITCPAVEMENT H DRAIN WITH 30" CMP --- f .X. CA I CH BASIN 30" PIPE OUT 12 PIPE CONNEC'IN(; CATCH SINS IJ CT C°'PQ C''�� C-�J Sol «•-a.`:-:NGTON COUNTY, OREGON 17 26 inches. Effective ror,ting depth is more Zhan 60 nearly level soil is on smooth flood plains. It has a pro- ircnes. file similar tothe one described as representative of These soils are used fair irrigated vegetab'e crops, the series, but it has a silt loam surface layer and a orchards, small grain, irrigated berries, irrigated hay, heavy silt loam subsoil. irrigated pasture, wildlifa habitat, and recreation. Included "'ith this soil in ma Representative profile of Chehalis silty cla%- loam, Chehere at alis silty clay loam, McBee solls� andng ��Vapato soils, -eas of located southeast of bridge over the Tualatin Piyer in which make up as much as I5 percent of this mapping the SWl`SEi/tNEJ/4 secaon 9, P.. I S., P.. 3 «".: unit. Ap-0 to 8 inches, very dark grayish-;gown Runoff is slow, and the hazard of erosion is slight. (10YR 3;2) silty clay loam, brown The hazard of streambank erosi^n is severe. Capabili.y (10YR 5/3) dry; moderate, fine. suban- unit IIw-3; wildlife group 1. pular blocky structure. slightly hard, friable, slip:qtly sticky and plastic ; many Cornelius series fine roots: many, very fine, tubular pores; slig!uly acid (pH 6.2) ; abrupt, The Cornelius series consists of moderately well smooth boundary. 4 to 10 inches thick. drained soils that formed in loesslike materia} over Al2-8 to 16 inches, dark-bro,vn (10YR 3, 3) silty fine-silty, old alluvium of mixed origin on uplands. clay loam. brown (10YR 5%3) dry; Slope is 2 to 60 percent. Elevation is 350 to 800 feet. weak, fine, subangular block- structure,- Where these soils are not cultivated, vegetation is slightly hard• friable, slightly stick-;: and Douglas-fir, bigleaf maple, shrubs, and grasses Aver- plastic; many fine roots; many. very age annual precipitation is 40 to 60 in^hes. Average fine, tubular pores; slightly ac-?d (pH annual air temperature is 52' to 54' F, and the frost- 6.2) ; clear, smooth boundary. •_' to 10 free period is 165 to 210 days. inches thick. In a representative profile the surface layer is dark- B21--16 to 38 inches, dark-brown (10YR 3/3) brown silt loam about 6 inches thick. The upper silty ch..1%. loa:a. brown (10YR .5 3) dry; of the subsoil is brown silt loam about 32 incs inches moderate, ti e, subangular block:.- struc- and the lower part is a brown, mottled silt loam fragi- ture: slighrr•.• hard, film, sticky and plas- pan '•jout 20 inches thick. The profile is medium acid tic; moderate one roots; common, tine, in the surface layer• medium to strongly acid in the tubular poles: r. dium acid (p)✓ 6.0) ; upper part of the subsoil, and strongly acid in the frag- clear, smouc:. '.oui,dary. 10 to __ taches ipan. thick. Per±ueability is slow. Available water capacity is 8 to B?2-38 to 45 inches, rark_bronn (1�)Y'R ,;) 10 inches. Water-sunl),Fin capacity 20 inches. silk clay 104::'. bro%vil (10YR 5 3, dry; Effective rooting depth is 30 to 40inches. to moderate, me.4;LIM. subangular o'ocky These soils are used for irrigated berries, irrigated structure; s,:g.ray hard• firm, ;tic::. and vegetable crops, orchards, small grain, legume and Plastic; few one roots; common. fine, grass seed, irrigated hay, irrigated pasture, timber, tubular pore;; medium acid (pH 6.0) ; recreation, and wildlife habitat. clear, smoot boundary. 7 to 30 i-_rhes Representative thick.. Profile of Cornelius silt loam in an area of Cornelius and Kintot, •ilt loams, 2 to 7 percent C-4 to 60 inches, dark c•ellolvish-brown '10YR slopes, located about •_'.x)00 feel east and .300 feet south :3;'4) silt loam, bro%rn (10YR 5 '3) dry; of Midway-4andeschuere Road junction in the NW1/ massive; hard. rirm, slightly stick:- and NE1JSEi% section 17, T. 2 S., R. 2 W.: Slightly plastic: fe«•, very fine and fine Ap-0 to 6 inches. dark-brown (10YR 3/3) silt roots; few, ve rine, tubular por-s ; me- loam, grayish brown (1QYR 5/2) dry; dium acid (pH'6.0). moderate. fine, subangular blocky struc- The A horizon has moist colors of ver dark ish brown or dark brown to a sept � y S-"'• tures slightly hard, friable, slightly h of 20 inches or ._,ore. sticky and slightly plastic; common, fine, The dry colors are bro«•n+ gra3 ish brown. or dark and few, medium roots; many, very fine, grayish brown. Texture is ;:it loam to silty clay :oam. Texture of the B horizon :; silty clay loam, but thin, tubular Pores; many fine concretions; stratified lavers of silt los:,, occur in places. I^ some medium acid (pH 5.6) ; abrupt, smooth k. Places silt loam horizons ar•e at a depth of more tlan L'11--6 to 11bouinches,�broivn (1to 6 0YR 4,,3) silt loam, _ 40 inches. P r �- 9---Chehalis silty clay loam. occasional overflow. This Pale brmvn (10YR 6/3) dry; moderate, ~; nearly level soil is on snlo,)zh Hood plains. T!:'.: soil fine• subangular blocky structure; hard, P film, slightly sticky and plastic; com- has the profile dost:ibed a; reu±•esentattve of the' --pries. `.' Included with this soil i::".mapping were area; of mon fine roots and few medium roots; Chehalis silt loam, McBee ;oilspPand Wa a*o soils, many, very fine• tubular pot es ; thin silt '�•hich make up as much as 1.i percent of this ma-nin coatings o±l some pods; percent fine unit. g hard concretions; medium acid (pH Runoff is slow, and the i.azard of erosion is ;::gat. i 9) : clear smoo`h boundary. 4 to 6 The hazard of streambank slon is severe ( :_ 4). EI_-_ Inches thick. 11 to 17 inches, b C?pabilit, snit IIkv-, wifd:`.:� ±•oup 1. lo«n (10YR 4/3) silt 10'--Chehalis silt loam, vcca+ional overHot.. :tis loam, lige,-, yzllowish brown (1QYR 6/4) dry; mo,'�:ate, fine and medium, suban- 18 SOIL SURVEY t' :,, .. o' .r• ;.f 9,d • rte,.''. '"' •'`'�R'':+��y�� ... �•' .�� ,. � r"•. ""'s'' �'-- '�,h Vii, 41 k Ar jw- Air V -- -'_mac+!� �r!',�-r•" f � •I�1y � L i• i Figure 4.—\•uturul (geologic) eroyinn in Chehulis rilty elu.% loum,oceusional o.erllo.. pular b:ocky structure; hard. =rm. sticky tongues and coatings on fracture and plastic: few, very fine. =ne. and me- sur-aces; light yellowish bro-xn, (10YR dium roots; many, very `ne. tubular 6 4) and light gray (10YR 7/2) dry; pores: titin grayish-brown s:l: coatings ye:lowish-brown (10YR 5/6) mottles on peds: medium acid (pH 5.711 ; clear, and fracture margins; weak, coarse, smooth boundary. 4 to 9 ine es thick. prismatic structure parting to E:1`t—1 i to 8 inches, brown (10YR 4 3) silty irregularly-shaped aggregates; very clay loam. light yellowish br :�•n (,16YA hard. very firm, sticky and plastic; very 6/4) drv: moderate, fine and medium, br'.:ae; few fine roots; many, very fine, subangular blocky structure: ery hard, tubular pores; common moderately thick f,I•m, sticky and plastic; few. •:err• fine. and thick clay films; common, fine, black hne and medium roots; man-.-, •:ery fine, stains; strongly acid (pH 5.3) ; clear, tubular pores; common, ^ odt=rately wavy boundary. 1,° to 1.5 inches thick. thick, clay films on peds and in pores; Bx3-5'2 to 58 inches, brown (10YR 4/3) silt N strongly acid (pH 5.2) ; gra dt;a'., wavy loam, li-ht yellowish brown (10YR 6/4) boundary. 9 to 13 inches thick.. and very pale brown (10YR 8/3) dry; } BO2t-28 to 38 inches, brown (10YR 4 ") silt grayish-bro�cn (10YR 5/2) tongues, loam, light yellowish brown ( 11_11YR 6 4) mottles, and coatings; yellowish-brown dry; moderate, medium, s•auang•ulai• (1i,YR, 5, 6) mottles and margins; frag- 00 blocky structure; very hard. -"rni, sticky mental structure with some vertical and plas:ic: few, very fine, Fne. and me- fractures; very brittle; hard, firm, sticky dium roots: many, very fine, tubular and plastic; many, ver} fine, tubular pores; common moderately :: :ick clay pores; common moderatek thick clay films on peds and in pores; s::•onSrlr• a .id films: common, fine, black stains; (pH 5.4) : clear, smooth bout:jai';:. v to strongly acid (pH 34). 11 inches thick. The profile is more than 60 inches deep to bedrock. Bxl-38 to 52 inc!-.es, brown (10YR .^,) silt None to few. faint, brown, ••eddish-brown, or loam grayish-brow,n i :-1YR 5. 3) yellowish-red n,:::es are near the boundary with the WASHINGTON COUNTY, OREGON 19 frslgipan in some pedons. Clay films on most ped faces percent Kinton scsL. These soils occur in a variable •rr•e common, nearly continuous, and thin to moderately pattern. thick. The depth to the fragipan ranges from 30 to 40 Inctuded with t::*; undifferentiated group in map- inches. Tire fragipan is very firm to firm and very ping yore areas o' Cascade,undifferentiated od, and Delena brittle, and it has fest to many thin to moderately s> ls, which make up as much as 15 percent of this thick clay films on most peds. It is a silt loam to silts rn,.pping unit. clay loam and is commonly 2 feet 0r more in thickness. Runoff is rapid, and the hazard of erosion is severe. The fragipan overlies dark reddish-brown (2.5YR This soil is used manly for timber and wildlife habi- 3;"4) clay in some areas. 11B tat. Capability un:_ Vie; woodland suitabilit l3—Cornelius and Minton Silt loay 2 2 ••2• y group loan is,slopes. This undifferentiated group consists of -r wildlife group o. about 50 to 65 percent Cornelius soils and 25 to 35 Cornelius Variant percent Kinton soils. These soils occur in a variable pattern. The Cornelius soil and the Kinton soil have The Cornelius Variant consists of somewhat poorly the profile described as representative of their respec- drained soils that formed in lacustrine silts on broad tive series. valley terraces. Slope is 0 to 12 peri ant. Elevation is Included with this undifferentiated group in map- 200 to 300 feet. Where these soils are not cultivated, ping r:ere areas of Cascade, Laurelwood, and Delena the vegetation is Douglas-fir, Oregon white oak, shrubs, soils, which make up as much as 15 percent of this and grasses. Average annual precipitation is 40 to 50 mapping unit. inches, average annual air temperature is 51' to 53' F, Runoff is slow, and the hazard of erosion is slight. and the frost-free period is 163 to 210 days. Capability unit IIIe-3; woodland suitability group 2In a representative profile the surface layer is dark- wildlife group 3. brown silt loam aborr-02; 10 inches thick. The up rt 11C—Cornelius and Kinton silt loams, 7 to 12 per- of the subsoil is dar•s brwvn silt loam about 13in hes cent slopes. This undifferentiated group consi.;ts of thick, and the lover part is brown silty clay loam about 50 to 63 percent Corrrelius soils and 25 to 35 about 16 inches thick over a brown, brittle silty clay percent Kintorr soils. These soils occur in a variable loam substratum abo;;t '21 inches thick. The profile pattern• is medium acid in r e upper part and slightly acid in Included with this undifferentiated group in map- the lower part of the ;ubsoil and in the substratum. Ping' were areas of Cascade. Laure:wood, and Delena Permeability is r-ode rately slow. Available water 50115. Whicli make up as much as 15 percent of this capacity is 11 to 1 :aches. Cater-sunplying capacity mapping unit. is 18 to 20 inches. E=ectiya rooting depth is 30 to 40 Runoff is medium, , nd tare hazard of erosion mod- mcnes. orate. Capability unit Iile-3; ,voodland suitability- These soils are used for orchards, pasture, and group 20_', ,wildlife group 3. small grain. Other as-; include wildlife .iabitat, rec- * 11D---Cornelius and Kinton silt looms. 12 to 20 per. r'e2ti0n, and homesite5. cent slopes. This unditfe:entiated €•roup consists of Representative pr)--"le Cornelius about �; P e of Variant silt to 53 percent Cornelius soils and 'S to 35 loam, 0 to 3 percefa s..>nes• located in the SWI,"NE1/4 percent Kinton soils. These soils occur in a variable S« 1+ section 29, T. 1 `�., R. 1 W.: pattern. Ap-0 to 10 inc:- dark-brown (10YR 3/3) silt Included with this undifferentiated group in map- loam, liga brownish. gray (10YR 6/2) Pins ,were areas of Cascade, Laurei,:ood. ani Delena dry; m^cer•ate. fine, subangular blocky -soils, which make up as much as lei percent of this structure, slightly hard, friable, slightly mapping unit. sticky and slightly plastic: few 2 milli- Runoffis medium, and the hazard cf erosion i:; mod- meter to -3 millimeter concretions; many orate. Capability unit IIIe-3; ,woodland suitaoility, v'er'y fire :outs: many, very fine. irregu- grouc 202; lvildlife group lar pore;; medium acid (pH 5.8) ; 11E--Cornelius and Kinton silt loams. 20 to 30 per- abrupt. ;::Tooth boundary, 0 to 10 inches Cent slopes. This undifferentiated group consists of thick. about 5o to 65 percent Cornelius so 1s and 25 to 35 B11-10 to 15 inc7es• dark-brown (10YR 4/3) Percent Kinton soils. These soils occ.u• in a variable silt liar , pale bro,.vn (lOYR 6/3) dry; �= pattern. moderate. medium and fine, subangular Included «-ith this undifferentiatedrou in ma block} ;-:acture; ;lightly hard, friable, P'ng `%'A-re areas of Cascade. Laurek%-ood, and Delena slightly s-:c:v and slightly plastic; com- s011s ,�-hich make up as much as 13 percent of this mon bias manganese stains on peds; mapping unit. common. fne. reddish-brown (5YR 4,'4) Punorx Is rapid, and the hazard of erosion is Se•:ere. mottles: __,,: wery fine roots; many, very This soil is used mainly for• irrigated pasture. legume fine, tub,;::rr pores; medium acid (pH and's seed, timbet•, and ,vildlife habitat. Capability unit 6.0) ; clear. smooth boundary. t0 9 rr) 1� u-7. woodland suitability inches ti.. . zroup group _o_, ,wildlife B12_.15 to 2; ir.c::es. dark-brown (10YR 4/3) 11F---Cornelius and Hinton silt loamy. 30 to 60 per- silt loam.• pale brown (MYR 6/3) dry; ; 'eat lope,. This undifferentiated group consists of brown i'..�Yp, l 1) and grayish-brown a about-5u to 65 Percent Cornelius soils _ (10YR S _) coa-in s on pods; moderate. �-.5 to 3� I mediur•, subangular blocky structure; Fuc r�, -I,,� �3* _g" . X44 42 SOIL SURVEY reddish-bi-mvn (5YR 4/3) mottles; weak, Runoff is madium, and the hazard of erosion is hard• firm, sli.htly sticky and plastic; moderate. Capa6iI:':y unit IIIe-5; wildlife group 2. ver,; fe�v roots; many, coarse, medium, and fine, tubular pores; continuous clay Saum series films in pores and on peds; common manganese stains; medium acid (pH The Saum series consists of well-drained soils that 5.9) ; gradual irregular boundary. 6 to formed in mixed eolian material, old alluvium, and 1S inches thick. residuum from basalt on uplands. Slope is 2 to 60 per- B3t-30 to 43 inches, dark vellowish-brown cent. Elevation is 250 to 1.200 feet. 'Xhere these soils (10YR 3!4) loam, pale brown (10YR are not cultivated, the vegetation is Douglas-fir, Oregon 6/3) dry; common, fine, dark grayish- white oak, hazelbrush, poison-oak, grasses, and fortis. brown (10YR 4,'2) mottles; massive in Average annual precipitation is 40 to 50 inches, aver- places parting t: weak• coarse, subangu- age annual air temperature is 51° to 54° F, and the lar block%- structure; slightly hard, firm, frost-free period is 165 to 210 days. slightly sticker and slightly plastic.; com- In a representative prof le the surface laver is dark mon, large and medium, tubular pores; reddish-brown silt loam and silty clav loam about 14 thin continuous clay films on peds and in inches thick. The subsoii is dark reddish-brown and pores; medium acid (piI 6.0) ; gradual, reddish-brown silty clay loam about 18 inches thick. irregular boundary. 10 to 20 inches The substratum is yello«•ish-red siltclay Icam about thick. 18 inches thick. Basalt bedrock is 'at a depth of 50 C-13 to 62 inches, dark yellon•ish-brown (10YR inches. The profile i_ medium acid throughout. 3/4) loam, yello«•ish brown (10YR 5/4) Permeability is mode avoir slow. Available water dry; common grafi ish-brown (10YR 6/2 capacity is 8 to 10.5 inches. Water-supplying capacity 5/8) mottles; massive; hard, firm, is 16 to 22 inches. Effective rooting depth is 20 to 40 slightly ;tickN• and slightl;• plastic; com- inches. mon, fine, tubular pores; medium acid These soils are used for irri,zated strawberries, (pH 6.0), orchards, small grain, hay. pasture, timber, homesites, The thickness of the soium ranges from 40 to 60 recreation. and Nvildrife iiaoitat. inches. Texture rf the A horizon is silt loam to loam. Representative p:•orale of 5aum si,t loam, to 7 The Et horizon ranges in texture from loam to clay percent slopes, located about 25 feet north of the road loam. Structure in the Bt horizon ranges from moder- in the SWI.- i. c �. ate, coarse to fine, subangular blocky in the u aSE inch; , Je...an 7, T. 3 R. 1 "R peer part Ap-0 to 8 inches, da:•k reddish-tiro vn (SI-I` 3!2) and from nearly massive to •,veal:, coarse, subangular silt loam, reddish brown (5YR Sig) dry; block_: in the lower part. Clay fl,ms are thin to moder- atel�- thick, and they are in channels, in pores, and on mode.u.e, m._,um, granul4r structure; vertical and horizontal peri faces. Stratified lavers of slig�itlY hard. friable, slight.v sticky and so ndy loam to loamy sand occur below a de depth of 40 slight;: p1as;;c: many fine roots; many, inches in places. p �•ery fine, irregular pores; 6 percent fine 3,A—Quatama loam. 0 to 3 percent slopes. This oncretions: medium acid (pH 6.0) ; nearly level soil is on terraces. It has the profile des- thicket• smooti: boundary, 5 to 8 inches cribed as representative of the series. Al2-8 to 1.1 inches, dark reddish-brown Included Frith this soil in mapping were areas of (SYP. Aloha, Hillsboro, aad Hubei-13 soils• which make up as 3. 3) silt) dry; loam, reddish brown much as 15 percent of this mapping unit. (off l r b dk ; moderate, medium, sub- Runoff is slow, -.nd the hazard of erosion is sli_h, angular blocky structure; hard, firm, Capability unit IN-1 ; wildlife r g slightly ;rich;: and Plastic; many fine 3%B—Quatama ;loam. 3 to pepcent sl�nf This roots; many• ane, tubular pores ; 5 per- gently sloping soil is on terraces. cent fine concretions; medium acid (PH Included with t)-is soil in mapping were areas of 5.8) ; clear• smooth boundary. 5 to 8 Aloha, Hil'sboro, and Hubert}soils, «hick make u Bo__ inches 'hick. much as 15 percent of this mapping unit, p as 14 to ircries. dark reddish-brown (5YR -� Runoff is scow, a.nd the hazard of erosion is slight.. 3,14) silty clay loam, reddish brown i- Cai,ability unit Ile-2; «•ildlife group 2. g (5YR 5.4) dr'•'; moderate, medium and " 37C—Quatama loam, to 12 percent slopes. This fine, suoangular blocky structure; hard, moderately sloping soil is on terraces. firm, slightl} sticky and plastic; many "- Included with this soil in ma fine rooa; many, fine, tubular PPinlr «•ere areas of pores'; Aloha, Hillsboro, avid Huberly soils, a filch make u as few pebbles; medium acid (pH 5.8) ; much as 15 percent of this mapping unit. p clear, smooth boundary. S to 15 inches thick. SIA; Runoff is medium, and the hazard of erosion is IIB3-23 to 32 inches. red fish-brown moderate. Capability unit IIe-2; wildlife group 2. (5I'R 4/4) 37D—Quatama loam, 12 to 20 percent slopes. This silo' clay loam, 1'e,loivish red (5IR 5/6) moderately steep soil is on dissected terraces. P dry; `'-eak, medium and fine, subangular Inclu,!;, with this soil in ma block} s,ructure; hard, firm, slightly Aloha, Hillsboro, and Huherl� soils,in hic,ere ar us as sticky and plastic; few fine roots; many, much as 15 percent of this mar 'r. unit, p fine, tubular pores; 20 percent weath- I P S ered pebbles and 10 percent stones; few, I t WASHINGTON COUNTY, OREGON 43 black, mammnese stains; medium acid wildlife habitat. Capability unit VIe; woodland suit- (pH 5.6) ; clear, smooth boundary. 7 to ability group 3r1; wildlife group 3. 12 inches thick. IIC-32 to 50 inches, yellowish-red (5YR 4/6) Tolke series silty clay loam, yellow;ish red (5YR 5/6) dry; massive, hard, firm, slightly sticky The Tolke series consists of well-drained soils that and plastic; many fine pores; 15 percent formed in mixed eolian materials high in volcanic ash. pebbles, 5 percent weathered cobbles, Slope is 5 to 60 percent. Elevation is 800 to 2,500 feet. and 10 percer.: stones; thick continuous Where these soils are not cultivated, the vegetation is clay films on fragments; medium acid Douglas-fir, western hemlock red alder, vine maple, (pH 5.6). 5 to 20 inches thick. oregongrape, salal, and swordfern. Average annual IIIR-50 inches, basalt bedrock, precipitation is 80 to 100 inches, average annual air Depth to bedrock ranges from 40 to 60 inches. The temperature is 45' to 50' F, and the frost-free period A horizon ranges in texture from silt loam to silty is 145 t, 200 days. clay loam. The clay content of the B2 horizon ranges The surface layer is dark-brown silt loam and heavy from 30 to 40 percent. The B3 horizon is 35 to 50 silt loam about 10 inches thick. The subsoil is dark- percent cl:try and 10 to 35 I ercent pebbles, cobbles, and brown and strong-brown silty clay loam 51 inches stones. thick. The profile is strongly acid in the surface layer 38B—Saum silt loam. 2 to T, percent slopes. This and very strongly acid in the subsoil. The profile gently ,;loping soil is on uplands. The soil has the throughout has `a'slightly or moderately smeary feel profile described as representative of the series. when moist or wet. Included with this soii in mapping were areas of Permeability is moderate. Available water rapacity Jory, Laurelwood, Cornelius, Hinton, a Zd moderately is 11 to 13 inches. «Vater-supplving capacity is 20 to deep stony soils, which make up as much as 20 percent 26 inches. Effective rooting depth is 60 inches. of this mapping unit. These soils are used for timber, recreation, wildlife Runoff is slow, and the i:azard of erosion is slight. habitat, and water supply. Capability unit Ile-3; wool_md suitability group 3o1; Representative profile of Tolke silt loam, 5 to 30 wildlife group 3. percent slopes, located 100 feet east of State forest 38C--!5aum silt loam. 7 to 12 percent slopes. This road in the 3«'f,aS�Cf t\«"lk section 9, T. 1 v., R. 5 moderately sloping soil is on uplands. W Included with this soii in mapping were areas of A1-0 to 6 inche_, dark-brown (7.5YR 10,12) silt Jory, Laureiwood. Cornei:u_. Hinton, and moderately !oam. brown (7.5YR 5/4) dry; strong, deep stony soils. xhich ma:-:3 un as much as 2() percent fine, ;zranular structure; slightly hard, of this m;ipping unit. friabie. slightly sticky and slightly plas- RunotT is medium, are, t!:e hazard of erosion is tic; man}- fine roots; many, very fine, moderate. Capability unit Ile-3; woodland suitability irregular pores; 15 percent very fine con- ,group 301 ; v.ildlife ;roan 8. cretions; strongly acid (pH 5.?) ; clear, 38D—'-aum silt loam. 1^- to 20 percent slopes. This smoo:h boundarv. 2 to 6 inches thick. moderately a*eep soil is or, up:ands. A3-6 to 10 inches, dark-brown (7.5YR 4/4) Included with this soii in mapping were areas of heavy silt loam, vellowish red (5YR .Jory, Laurelwo05/6) dry; strong,d, Cornelius, Hinton, and moderately g, very fine, subangular deep stonsoils, which make p as much as 21) percent blocky s y u tructure; slightl, hard, friable, of this mapping unit. slightly sticky and plastic ; many fine Runoff is medium. an. , fire hazard of erosion is roots; many, very fine, tubular pores; moderate. Capability unit IIIe-2; woodland suitabil- common nne concretions; strongly acid it_: group Sol ; wildlife groua :3. (pH 5.2) ; clear• smooth boundary. 0 to 10 inches thick. 38E—�aum silt loam. 20 to 30 percent slopes. This B1-10 to l7 inches, dark-brown (7.5YR 4;'4) steep soil is on uplands. 1: ':;as a profile simiiar• :o the silty clay loam, reddish yellow (5YR one described us represen:ative of the series. 6/6) dry; moderate, fine, subangular Included with this soii in :napping were areas of blocky structure; slightl_: hard, friable, Jory, Laurelwood, Corneli.ts. Hinton, and moderately slightly sticky and plastic; many fine ;= deep stony sails, which mate :fp as much as 25 percent roots; many, very fine, tubular pores; of this mapping unit. very st:•ongly acid (pH 4.8) ; clear, Runoff is rapid, and the :.a:ard of erosion is severe. very boundary. 0 to 11 inches thick. Cavabi:ity unit We-2; wooc:and suitability group 301 ; B21--17 to 26 inches. strong-brown (7.5YR 4/6) wildlife group, silty claloam, reddish Yellow (SYR 38F—Saum silt loam. 30 to 60 ppercent slopes. This 6%6) dr}'-; moderate, fine, Buba- gular steep to yery steep soil is on .miands. block} structure; slightly hard, friable, J Inc:ttred with this soii ir mapping were areas of slightly sticky and plastic: common fine Jory. Laurelwood. Corner.:;;, Kinton. Cascade, and roots; many, very fine, tubular pores; moderately deep stony .so:'� .,.iic!. make up as rnich as very strongly acid (pH 4.8) ; clear, 25 pet cent of this mappin_s -n:t smooth boundary. 9 to 19 inches thick. Runoff is rapid, and t!;e i:a:- rd of erosion :s se•.•ere. B22-26 to 45 inches. strong-brm%-1 (7.5YR .4/6) This soil is used mainly recreation, tim:?r, and silty clay loam, reddish ;:ellow (SYR E_ros 'P'r �GC�4r5 7 g _2Z .y3 s vac. - Ii ,�� ;' 4i,i �'-ir.►. ��t -. � .- .. "''.:�1'�• 'jG� .� itpl f. FYI ^ ti AL mob Wr ,' t 54 �-� ry IV ne� led IM- SIN �� � 1` '=�•.•',moi r. s .._���~ "�I y �. ''- Cyt _ �N►LA14S�. r, _ _ .!-r - �^ .:�� '�! � `�•�ay it ,`� .'!' � .�: � _r .�: � - '� - _'� � � •..rte; A ;Ow�v _ ,� �� 1 7 ` 'r`'w~.•r�d'tFiii. i Q��� I `�! /� 1 d• -ti 'r /' � t•' opLK COUNTY, OREGON 1O7 r+-1 through A-7 on the basis of grain-size distribution, the soil is an important factor to be considered in plan- liquid limit, and plasticity index. Soils in group A-1 are ning and designing drainage systems, in evaluating the coarse grained and low in content of fines. At the other potential of soils for septic tank systems and other wa;.•te extreme, in group A-7, are fine-grained soils. Highly or- disposal systems, and in many other aspects of land use ganic soils are classified in group A-8 on the bass of and management. visual inspection. Available water capacir, is rated on the basis of soil When laboratory data ars available, the A-1, A-2, and characteristics that influence the ability of the soil to hold A-7 groups arefurther ;Iassified as follows- A-1-a, A-1-b, water and make it available to plants. Important charac- q-2-4, A-2-5, A-2-6, A-2-7, A-7-5, and A-7-6. As an addi- teristics are content of organic matter, soil texture, and tional refinement, the desirability of soils as subgrade soil structure. Shallow-rooted plants are not likely to use material can be indicated by a group index number, the available water from the deeper soil horizons. Availa- These numbers range from 0 for the best subgrade ma- ble water capacity is an important factor in the choice of terial to 20 or higher for the poorest. The estimated plants or crops to be grown and in the design of irriga- classification, without group index numbers, is given in tion systems. table 13. Also in table 13 the percentage, by weight, of Soil reaction is expressed as range in pH values. The rock fragments more than 3 inches in diameter is esti- range in pH of each major horizon is based on many mated for each major horizon. These estimates are de- field checks. For many soils, the values have been veri- termined mainly by observing volume percentage in the fied by laboratory analyses. Soil reaction is important in field and then converting that, by formula, to weight selecting the crops, ornamental plants, or ott ­ plants to percentage. be grown; in evaluating soil amendments for fertility and Percentage of the soil material less than 3 inches in stabilization; and in evaluating the corrosivity of soils. diameter that passes each of four sieves (U.S. standard) Shrink-swell potential depends mainly on the amount is estimated for each major horizon. The estimates are and kind o clay in the soil. Laboratory measurements of based on tests of soils that were sampled in the survey the swelling of undisturcec clods were made for many area and in nearby areas and on field estimates from soils. For others the swelling was estimated on the basis many borings made during the survey. of the kind and amcurt of c'ay in the soil and on mea- Lipuid limit and plasticiily index indicate the effect of surements cf similar sods. The s ze of the load and the water on the strength and consi;;tence of soil. These magnitude of the charge in soil moisture content also indexes are used in both the Unified and AASHTO soil influence the swelling cf soils. Shrinking and swelling of classification systems. They are also useu as inoit -'r)rs some soils can cause 4Briace to building foundations, in making general predictions of soil behavior. Range in basement walls, roads, and other structures unless spe- liquid limit and plasticity index are estimated on the basis cial designs are used. .4 high shrink-swell potential indi- of test data from the survey area or from nearby areas gates that special design and added expense may be and on observations of the many sol borings made required if the planned use of the soil will not tolerate during the survey. Fand volume ch In some surveys, the estimates are rounded to thesion factors are used to predict the erodibility of a nearest 5 percent. Thus, if the ranges of gradation andand its tolerance to erosion in relation to specific Atterburg limits extend a marginal amount across classifi- of land use and treatment. The soil erodibility cation boundaries (1 or 2 percent), the classification inr (K) is a measure of the susceptibility of the soil to the marginal zone is omitted. on by water. Soils having the highest K values are ost erodible. K values ranee from 0.10 to 0.64. To Physical and chemical properties ate annual soil loss per acre, the K value of a soil odified by factors representing plant cover, grade �- Table 14 shows estimated values for several soil char- ength of slope, management practices, and climate. acteristics and features that affect behavior of soils insoil-loss tolerance factor (T) is the maximum rate of ngineering uses. These estimates are given for eachrosion, whether from rainfall or soil blowing, that major horizon, at the depths int sated, in the t; -tical can occur without reducing crop production or environ- ;`? pedon of each soil. The estimates are based on field mental quality. The rate is expressed in tons of soil loss LO observations and on test data for these and similar soils. per acre per year. -� Permeability is estimated on the basis of known rela- tionships among the soil characteristics observed in the Soil and water features field_paricularly soil structure, porosity, and gradation or texture—that influence the downward movement of Table 15 contains information helpful in planning land `Nater in the soil. The estimates are for vertical water uses and engineering -rojects that are likely to be affect- 'novemert when the soil is satursted. Not considered in ed by soil and water features the estimates is lateral seepage or such transient soil Hydrologic soil grcucs are used to estimate runoff features as plowpans and surface crusts. Permeability of from precipitation. Soils not protected by vegetation are State of Oregon Departmerof Forestry / Department orL -Revenue Notification Number: 97-531-21004 261-971 Attached is the processed information from the Notification of Operation and/or Application for Permits. Please review this information and retain for future reference. 1X] - Notice is given to the State Forester that an operation will be conducted on the lands described herein (ORS 527.670) , ] - A Permit to Operate Power Driven Machinery, is issued for the lands described herein (ORS 477.625) . EXPIRES END OF 1997. ] - A Permit to Clear Rights-of-Way is issued for the lands described herein (ORS 477.685) . [X3 - A Notice is given to the State Forester and the Department of Revenue of the intent to harvest timber (ORS 321.550) . UGB - City of Tigard: forest operations are regulated by the city. For permits/regulations contact Bonnie Mulhearn ® 639-4171 x 349 . �' I. WHERE TIMBER HARVESTING IS A PART OF THE PROPOSED OPERATION: District: Forest Grove Office: Forest Grove A. NCTICF, TO TIMBER OWNER: Party owning the harvested timber at the point iL is first measured is shown in the section marked TIMBER County: Washington OWNER and is responsible for payment of. the Oregon Timber Taxes. WOSTOT: 3. NOTICE TU LANDOVNER: Party shown in the section marked LANDOWNER Date Received: 7/28/97 is respunsible fcr reforestation of the site if so required. Time Received: Mail i PRICR APPkuJAL BY THE STATE FCRESTER AND WRITTEN PLANS: 2.5 DAY WAITING PERIOD REQUIRED ] - A PRIOR APPROVAL may be required before certain activities _ can commence on the Cperation. ******** N O T I C E ******* A WRITTEN PLAN may be required for the situations indicated by an The State Forester has determined the following (X] Below. Approval of a WRI, EN PLAN or a WRITTEN WAIVER must be PROTECTED RESOURCES are located within or adjacent obtained from the Forest Practices Forester before any portion of to your operation area: tl,- OPERATION may commence. - Within 100' of ■ large lake or Type F or Type D stream. (OAR 629-24-113(a)] Operator: ] - Within 300' of a wildlife resource site listed in the 1984 -- CDF/ODFW Cooperative Agreement [OAR r29-24-113(b)] A G Howell Logging (Gene Howell) PO Box 83958 ] - Within 300' of any resource identified in the 700, 800, or Portland, OR 97283 2300 series .administative rules. ;OAR 629-24.1_3(c)] Phone: (503) 621-121.4 ] - Within 30C' f a state or federally listed threatened or Landowner: andangerec resource ■its. (OAR 629-24-113(d)) Albert/Verlene Erickson Woodland Management , Inc Please contact the it est .ractiCes Forester on the Unit 5285 SW Meadows Road #468 Infor-nat'.on sheer- for f—lliir information -4uirements that may Lake Oswego, OR 97035 be necessary to meet beL activities/ops, .. n begin. r' Phone: (503) 684-4004 ,�y t LLISigned by: Darren Ma hr - Representing the Landowner I , Timberowner: le" Albert/Verlene Erickson Woodland Management , Inc 5285 SW Meadows Road 4468 Woodland Management, Inc Lake Oswego. OR. 97035 Albert/Verlene Erickson Phone: (503) 684-4004 5285 SW Meadows Road #468 Lake Oswego, OR 97035 James E Brown (Landowner Copy) State Forester District Forester r d�/97 /'moo UNIT INFORMATION li .j Page : 1 Wotification#: 97-21004 FPF: Michael T. Curry FP L Phone: 359-7442 Activities : Clear cut FPA L Clearing for Land Use Site : No Protected Waters within 100 ft No mass soil movement Slope of 0% to 35% Unit#: 1 Start Date: 8/11/97 End Date : 9/01/97 Acres Est Harvst Rd Constr Methods : Ground _ 1 S 0 270 MBF .;t N E N W W S E S T R Government n n ssln n s s n u s s n n s s E W G Hary Reg Lots e Iw w e e w w e e w w e e w w e C P E Unit# Use LLM.Xl to u2s 01W Wv1 Watershed: n/a (53109745) Special Concerns: Within Urban Growth Boundary Active F