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11445 SW TIEDEMAN AVENUE-3 A,lo Loop i:\records\microflm\targets\huilding.do�; i CITY OF TIGARD -DETT., (cop"', ENGINEERING PERMYT DEVELOPMENT SERVICES PERMI"' #. . . . . . . a EN6981-00t,3 13125 SW Hall Blvd., Tigard,OR 97223(503)639.4171 PRIM. PERMIT' #. . : ENG398-005" DATE ISSUED. t0/1,?/98 1.31 TE ADDRESS. . . s 11445 SW T1F-1)F-r'1kN HVF- PARCEL : 15[35(:8-00�s00 11-119D I V T S I ON. . . . 7 ONI NG i I--P OCK. . . . . . . LOT.. . . . . . . . . JURISDIC'TION: 116 V:IERMI7 SOP PUBLIC IMFIR" n OUANT. Q.1N FI ) VAUJI: ABREEMEN'T DATE GRpr)/ER('jE*) fISSUR(ANCE E x P IRA'! I01\1----- 9*1 mE'r PERPGRMANCE. SPIN SEW MAI N*F'E.i\lr4N(-,F-- 1,111M PATHWAYS ALL. 011iER TOTAL . . . . . . . . . .. . . . . . . f i o mo. e s '. TK9TALLATION OF 91KE AIR WIRR *11-5- Perm it t ep: I FEES HAHN & AS90CIATES. TNr'» type amount by date rmcpi;99* 6 434 NW FT'H AVE. SUIlE #203 OPEN $ f3. 00 DFF t0/ 12/98 98-30 0 1--',OR -AND OR '�7209 bOND T, I00. iiiA UL--B 1,cAy 1j2/98 98-309908 Phone #s k50:3) 796--0'/1 7 (-.n U j ne u r• 00 I'LiTOL Ph 01I P #I 10 R M IS E w F-,R- CRP LINE & GRADL. P I PF- IN 9 GRO 1111jSGRADF, I%a upti fly - SCKF1 L X CMF'(.:-I' BAL.iF ROCK AIR 4 TV IF-St' COURSE City of t*q&r(j, (Wepoll WEARINII COURSE S. W. Hall A I vd. 1110A. 9EWi--.R TRf-iFF & F+*0 (-'0 N T r oeq0t) 97223 14. H. a C. 0. MONLIMENI AT I ON inne #-. 639-4171 PIPF [N X f-1PI) S THEE11.IGHT I N[J) 14(J,FL1- A (,-,Mf-,L"f WALY/APRON/RAM(, 0YR A IV UFS1 -H INSPECTION, CONI'ACTi -.-----(:;RFiD P,-U 1 1 zq t t. . . #639-14171 (office) RF-P R I S,'AT)J. (",ONTOL.IPS DRAINAGE ----- -PAI'HWAYC FROSION (.,TL S-- 'EC IFAL G0N0f1*1(?NS.- Page No. 1 _ONDI'IIONs/CORRECTIONS FOR CASE NO. : ENG98-0053 RAHN 4 ASSOCIATES, INC. 17445 SW TIEDEMAN AVE 10/12/96 1) TRAP CONTRL SPECIF (CITY) -• The City's standard specification for traffic control is "Manual on Uniform Yreffic Control Devices :or Streets am Highways", U.B. Dept. of Transportation, F.N.A., 1966 Ed. 2) TRAP CONTRL CONTR RESPON FOR - Traffic control shall be provided for by the contractor in accordance with the City's standard specification and, also, in accordance with a City (job specific) approved traffic control plan. A copy of the approved traffic control plan shell be available ut the work area. 3' TRAP CONTRL - ROAD C:OSURE -- Public roadway shall not be closed to traffic, at any time, without having first obtrined written approval from the City Engineer. The permit holder is responsible for provision of timely notification of traffic flow disruptions to area wide Emergence Services (Tigard Police Dept., Tualatin Fire 4 Rescue) and to Tri-Mat and Tigard School District. 4) TRAP CONTRL - ADVANCE WARNING - Advance warning of imminent traffic disruption shall be provided to the general motoring public by placement of an advance notification sign at each end of the conetructi.on area 12 hours (min.) before initiation of construction wnrk. 5) TRAP CONTRL PRIV PROP ACCESS -- Access to existing properties shall be m;lintained at all times, including normal delivery service and mail service and if not, shall be cause for work stoppage rntil effective access is ootablished. 6) TRI'.F CONTRL • DEVICES IN PL,NCE -- Traffic control devices, flagpersons, etc•, shall be in place prior to initiation of constr--tion work and shall be effectively maintained. 7) TRAP/NOISE CONTROL - WORK HRS -- to work will be permitted during the hours of darkness, nor between 9:00 P.M. to 7:00 a.m. Monday through Friday nor between . no p.m. to 5:00 a.m. Saturday, nor between 9eo0 P.M. to 9+oo a.m. Sunday. 6) TRAP CONTRL - MIN LANE WIDTH -- Minimun travel lane width shall he twelve (12) feet; hedeattian travel shall also be provided for 9) TRAP CONTRL CITY CAN MODIFY - 71he City reserves the right to add to or modify traffic control requiremc,,t.a ae may be necessary to effectively control traffic and to assure public safety. 10) INBP 24 HR NOTICE REQUIREn The permit holes^r or his contractor shall notify the City's inspector (Paul Izatt) -W&NINsr►a a'. 0639-4171 twenty-four (24) hours prior to commencing work, twenty-four (:!4) hours prior to any stag-1 inspection and after completing work covered by the permit. 11) PERMIT 6 PLAS1 REO ON SITE - A copy of the permit and all attachments, and a copy of the epproved construction plan and all amendments shall be available at the work area. All work shall conform to the permit terms, conditions and provisions and to the City approved permit plans, and approved plan amendments 4r.d to the City's Standards and Specifications ana to tnese General Conditions. Changes to any of the aforsaid must be approved by the City, in advance of work r,-rformancc. 12) HAZARDS - CERT OF INS Maintenance of the work area and approach roads is the reaponcibili.y of the permit holder. The work area and approach roads shall be maintained in a clean condition, free from obstructions and hazards. A copy of the permit holders Certificate )f Insurance shall 1. available at the work area 13) DEBRIS - MA.TERIALS - Thr spreading of mud or debris or storage of materials or equiptment of any kind upon any public rr-idway to strictly prohibited and violation shall be cause for immediate cancellation of the per,it. The City may at any 'time order immediate clean up and stoppage of w,)rk to accomplish cleanup.; 14) EROSION CONTRL REO - Effective eroc'on control is required, Urosion control devices must be installed and mainta•ned maeting D.E.O. requirements. The City may at any time order corrective action and stoppage c; work to accomplish effective erosion control.; Page No. 2 CONDITIONS/(,OkHECTIONS FOR CASE NO.: ENG98-0053 HAHN 6 ASSOCIATES, INC. 11445 SW TIEDEMAN AVE 10/12/98 15) REPAIRS ' LIKE MATERIALS REQ -- Property disturbed by construction activity shall be seeded with a standard grass mix; shrubs, flowers, barkdust, existing signs, pavement markings, mailboxs, etc., shall be reestablished, reinstall d or replaced, with like kind and material. 16) DRAINAGE CONTRL REQ -- Effective drainage control is required. Drainage shall be controlled within the work site and shall be so routed that adjacent private property, public property and the receiving System is not adversely impacted. The City may at any time order corrective action and stoppage of work to accomplish effective drainage control. .,,lee adopted by the Oregon Utility 17) UTILITIES PRELOCATION REO Oregon law requires following 1.0 010 though OAR 952.001-0080. Copies Notification Center. Said rules are set forth in OAR 952-001 0 of the rules may be obtained from the Center by ca;lana (503) 232-1987. If you have questions abort s shall be corrected at the permit holders the rules, contact the Center. NOTE: Damage to utilitie expense. 1s) UTILITY LOCATIONAL CONFLIC'rd - Contractor must verify all existing utilities for fboth vertical elevation and horizontal location prior to stsrt of work (pothole before digging i Should conflicts ar'se and redesign or relocttioioif facilities b to cessa advance oitwshallork be doile mencec the permit holders expense. Changes must be -pp Y the Contractor shall coordinate the work with affected utility agencies. 19) TRENCH - PATCH/SAFETY/LIABILITY -- A temporary hall ,urface patch (Cold mix A.C. or Hot mix A.C. base paving) shall be placed on trenchs within roadways at the end of each days work. No trench, on site or off site, shall he left at any time in an unsafe condition. The permit holder is the work. responsible for and is liable for hazards or damage resulting from the prosecution of 20) REPAIRS REQ INSPECTORS OPINION - work provided for under the permit shall include repair of existing facilities (roads, ditchs, etc..) as may be necessary, in the C.ty Inspectors opinion, to overcome deterioration or damage which occured in conjunction with the wt"k auth,.ized by the permit. COLrecti,te work shall be done at the permit holdsrs expense. 21) TESTS/REPT'S TO VALIDATE CLAIMS -- The City's Inspector may, at their discretion, require provision of tests ac,d or reports from the permit holder, permit holders engineer or contractor to validate claims of mate-Tial or construction adequacy/compliance. Such teats/reports shall be provided at the permit holders expense. 22) RELEASE WAIVER REQ — The permit holder shall provide a cop; of a properly executed Re ^ase Waiver document to the City for each ownership disturbed by construction activity, as evidence of disturbance resolution and owner satisfaction. 23) MONUMENT PROTECTION REQ -- Existing monuments, property corners, and survey markers shall be protected. Replacement shall be at the permit holders expense. 24) PROBLEM SOLVING - RESPON PARTY - The permit holder shall provide to the City inspector, in have writing, the names and 24 hr emergency telephone numher of two b(2)reepersons who le in cess of authority to resolve problems, take corrective action and, in genetal, an emergency. The permit holder shall notify the City Inspector, in writing, of any/all assignment changes. ll cause his contractor to provide to the City 2y) CONSTR SAFETY RESPON PARTY - 'Che pe rmik holder she telephone number of a designated "Competent Inspector, in writing, the name and 24 hr emergency Person" responsible for constructionsafety as per OR OSHA, Chap. 431, Div. 3 Construction, Subdivision P Excavations The contractor shall notify the City Inspector of any/all assignment changes. gage No. 3 CONDITIONS/CORRECTIONS FOR CASE NO.: FNG98 0053 HAHN 4 ASSOCIATES, INC. 11445 SW TIEDEMAN AVE 10/12/98 26) ESMT/RT OF ENTRY - RESPON - It is tha sole responsibility of the permit holder to provide for proper right-of-entry and/or easements prior to starting work. Proof of right-of.-entry, os' properly executed easements, shall be provided to the City. The City shall in no way be construed to be liable for the permit ho dere failure to obtain or provide for proof of right-of-entry or easeT^^rc. AO O �! V1 ' h-j 0J s27.P2 h.1257 4) �\ �it� Q/ I^ ��II\....JJ\(J,M` INGTD N --f-+ RT N E R N - --,-_ i•JO.ci p 10'Itll .r ------- --- --- J� C6 loc J 1� N b n �A',r to �i J rr J O 7( 4z— i 0 74 i! ti J ti IA i1 IA h i 5 J Mei I V. � v Y; 1 1 IIA J- 01 11 Q01?11 Srbf I g CY < is 11-4 IL th P I tD r i 0 Z Si Oli£11 61511 ^ 1 ( -- 'n 51911 �, 5f1b' � in u bo r� � •)ubo c 1. l^ -- 60611 .,-,,u/ - - - — s' �t 19011 50611 ;v // 69011 IOS11 L£66 0266 O166 t 6601! h I69011 L6t11I '-IL011 96i'I 5660 �(. �. ,PE, s £Lbl I £6011 ° 6066 o°'i m a SLbll 68011 �� bb6o ;c V - `i I �� LLbll LBbll -p- 98011 r 6Lb1t 58011 k iG luvil £8011 T I J 10 N I Obbll !•."-,GAO�� N �+ 5 L+ IT a�b O N t;, �� \ 00201 0 �— oSa01 993, 0/.C t. 00, 1 .9 ^ t Saco! N OEEc \ I u I I rl \ o I 49201 3 09£( 962014 06£C 41 W Sabol �� oabC 9 o 3 - 1 ♦ /`h`c� , c . \��� 090( 080( P. Fly 71 160 KAHN AND ASSOCIATES, INC. Proposed Air Sparge Well Locations ti ENVIRONMENTAL MANAGEMENT Phase It Corrective Action 434 NW swrif AVENUE,SUITE 203 R.A.Cray Company PORTLAND,OREGON 97209 11445 8%Tipdeman Road 1503)790.0717 Tigard,Oregon uoaa�p'p�u8�y LILO.96L(00) puou uawopo!1,MS 9PPI I �+ 00 iCuudwo 60ZL6NODS110'UNWIJHod P0� r detD'V•2OZ7iins ifIN,4AVII,I,XIIMNFEY CryA u0113V anI)JaJJoD II oRu4dI �I.NPAHOVA VW'IVIN:llNNC)2II11N suollnoo-I `— 0 a�� IIaM a2aUdg SIV pasodoad 7NI'SH,I,tfiiOOSSV QNB NIIt�II O r tY N I a. s� cso i 1 I ti i � g w M al G� 6 e� 7 3 e e ° s ?L � y t� yr 2-Foot Diameter Flush Monument Ground SurfaCe- Sparge Line to R. A. Gray Facility 2.0' 2.0 feet bge Concrete Surface Seal Bentonite Seal 3/4-inch Diameter,Schedule 40 PVC,Blank Casing �K u 2-inch Diameter Borehole 20.0 feet bge 10/20 Colorado Sand 22.0 feet bge__ __ - 2-inch Diameter,Schedule 40 PVC, .010-inch Slotted Screen- Pre- Packed with 10/20 Colorodo Sand LEGEND 25.0 feet bge bgs below ground surface 3/4-incic Diameter, PVC Enc; rap PV(,' polyvinyl chloride Diagram Not To Scale J Project TWIN AND ASSOCIATES Schematic Sparge Well No. 2820 INCORPOItATED Construction Diagram FIGURE ENVIRONMENTAL MANAGEMENT 434 NW SIXTH AVENUE,SUITE 203 R. A. Gray Company October 1998 PORTLAND,OREGON 97209 11446 SW Tiedeman Road .d (503)796-0717 Tigard, Oregon EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDIN3 AC / l00 OOo000 9q 0000000 O 0000 00 p O 0000 00 c, as opo 000 00�,AB -00 00 a°OoGo AGGREGATE BASEROCK Q000 0 o Oo o0o00.,0a I— li- I I I I I I COMPACTED SUBGRADE LOCAI_ STREETS: AC - 6" CLASS "C" ASPHALTIC CONCRETE, A8 - 4" (1-1/2" - 0") AGGREGATE BASEROCK OR AC 8" CL-ASS "C" ASPHALTIC CONCRET- MINOR COLLECTOR STREETS: AC - 7" ASPHALTIC CONC'�E TE, AB - 4" (1-112" - 0") AGGREGATE BASEROCK OR AC - 9" CLASS "C" ASPHALTIC CONCRETE MAJOR COLLECTOR STREETS: AC - 9" CLASS ASPHALTIC CONCRETE, AB - 4" (1-112" - 0') AGGREGA I E 6,"SE ROCK NOTES: 1. JOINTS TO BE TACK AND SANDED. 2. ASPHALT PLACED IN MAX. 3' LIFTS EACH COMPACTED TO 92% MIN. 3. SAWCUT SHALL HE TAC COATED WITH BITUMINUS ASPHALT EMULSION. APPROVED er NO SCALE ACliSTIN P. OUENAS PAVEMENT DIG-OUT ENpNEERINi' DE►".91A1ENT _�_.. U!2i S.M/ HALL BL.Q, OTr ENCPWFR DWG. NO. nGAR. . TAC//1 MCI: 503)D"t83 -4171 _ V L .�_ VAX (DD.7) !]o-N7, MARCH 19911 AN21 REPAIR CITY CF 11Q�ARR FAX xi� oR.-��o� .- ._ -_--� APPROM DATE i ROAD CONSTRDCM04 C AWAO 100' LEGEND MIN. ONE LANG O ROAD AHEAD Q TRAFFIC SIGN IrJD-• 100' f CONSTRUCTION ZONE MIN. u TRAFFIC CONES OR MOCER AHEAD O APPROPRIATE DELINEATION W20-'A DEVICE. z 100' N MIN. U L� F LAGGE� T -�- a 100' 0 MIN. ■ ■ 7 z ■ 50' MIN. 1. TRAFFIC CONTROL FLANS FEQUIRED. _ _ ■ 12 2. TRAFFIC SIGN; TO BE 4MIN. d" X 48" ■ - BLACK ON ORANUE. ■ 100' z e c� 3 NO COLLECTOR STREET LANE OR MIN. ■ LOCAL STREET CLOSURES DURING ■ THE FOLLOWING TIME PERIODS: FI.AGGER 7: 00 - 9: 00 A.M. 100' Y 3: 30 - 6: 00 P.M. MIN U (� r'ACUR AHEAD 4. INSTALL IN ACCORDANCE WITH THE W20 ?A "MANUAL ON UNIFORM TRAFFIC CONTROL 100' DEVICES FOR STREETS AND HIGHWAYS", MIN, U.S. DEPT. OF TRANSPORTATION, FHUA, 1988 EDITION. ( O ONE LANE ROAD AHEAD 070-4 5. ACTUAL SIGN PLACEMENT TO BE I I 100' ADJUSTED IN FIELD. I ti1IN. 6. THE CITY RESERVES THE RIGHT TO ADO TO I C' 1 AH[ Cd1STRUCTR7N AHE AO OR MODIFY TRAFFIC CONTROL REOHIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ENSURE PUBLIC SAFETY. 7. NO LANE CLOSURES WITHIN 200 FEET OF A TRAFFIC SIGNAL WITHOUT PR10R CITY APPROVAL. APPPLIVED BN. NO SCALE AGUSTIN,, P. OUCNAS E14ONFERING DEPARTMENT TYPICAL TRAFFIC �CI� pyyC NO 131?S S.M. HALL BLVD. .�•EN ONE,it AL 1 F1 f tea°(OV 630'-4171 CONTROL. PLAN 190 r" (503 U4-779? MARCH 1998 aTY G1f 110AR0 —___-- OEa APf'RO%AL DATE CITY OF TIGARD _ bVIl��irJc b��i.Dt/j\kEVELOPMENT SERVICES PERMIT#.. a . . R: PERMIT #. . . . . . . : ENC'3H-Qi�b�iE� I 13125 SW Hall Blvd., Tigard,OR 97223 (503)639.4171 PRIM. PER1117 #. . : ENUSH -i7 CAOF-. DATE I;?SI.1EL: 03/trfa/yC3 31TE AI)DRESb. . . : 114,#::j SW TIEDE,M014 AVE. PARCEL: 1S1 3(jA-003IZ�' 3UF3U I V I S I ON. . . . : Z(7N T.NO s I-•P t?tly______ !I--. . . . . . . . . . . . . .._...._._s.__.-.._....__._.._____._..._.. JIJfiISpIC:7'It`�t�lo ^,Fif'li -'T'IC3-._.._ PERM T T TYPE. . s SOP PUBLIC I M'SRV s r. LJANJ. (LIN FT) VALUE AGREF_'MENT DATE.: i / GRAD/EROS '1SSURANCE F:XP I RAT 1 ON-- i'T REF T F'F RF'URMANCE:e / SAN SEW _ ..w___V._.._. $ MAINI'FNANCE.: / / STM SEW _.._.__._. ... .._. PO 1 HWOYS 1*01'AL. . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . 4 ReMarks : STREET OPENING, TO 1NSTY-L FOUR 901L PROBES TO TEST SUPSIINFAGL WKER ITY. BEES - mittePI ,HN & ASSOCTAT'Ewi, INC. tYp0,� anti"olmit by date recpi; ,4 hl. W. 6TH AVENUE, STE: #203 60. 00 ,1'SI) o,;,,/06 9 a god �l_faNi? OR 'a'7 i'�; 11 # 1`:il5t�. 00 .;':3D 0:3/06/98 98-30,3911118 796--0717 ,gineer: ,: l one #; i feiilgPr'�t Signature : ----SI'ORM SF-'WE=R.-- M. H. & r;. B. C:RH LINE-. & GRri: . l�1_L.l .fry _�<<,(�t�✓. PIPE I-N & ORD SUTAGR DE j ,¢7ssoci'ef , pCN,w'L..L. R CMVICI 13ASE ROLK _...._._..._.... .. ,� _____.__._._.._._...._...__.___. ,Lt'<. AIR & "TV TEST' LEVEL COURSE I tY (7f 1 igard, 041 pun WFORINr•"r COURSE W. Hal 1Ft l vci. --- -SQN. SE WE P- TRAFf- 1s, PED CnNT '3yl v 3 M. H. & G. 0. MONUME'NT'AT ION C3WFT), Oregon „.1e #: 639-4171 WIPE: LN & (IRR S"rRF:E:'Tl_.i(�HT(NG FICKFLI_ R CMIPUT WAL.K/APPON/RAMP AIR & TV Tk:91 I iR INISP'ECT 1 ON, CONTACT: I..etha Thomas #639-4171 fOffirp ► --RPPR1S/ADJ, 5 CON`rOLJPS �►7H0 F�F,r�7' (mohl le) DRAINAGE EROSION LN"U..