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HomeMy WebLinkAbout19023 47TH AVE NE_951796_2026 a38 Na�-1-h O t y►.� pr G MAY 0 2 1995 CITY OF ARLINGT i 2ZZ86 UM `NOISNI18V and OIdWA1O H18ON 02Z 1d3Q 9Q18 NOUN 118V JO Al I O 0106M, ., `5.✓ LOZ66N01EJNIHSVM 11S]UDA3 'DnN3AV"E3El3A3LLbE S-LSIEJ0-103 ) / SF133NIEJN3 / N01103dSN190N11S31 --t -.►(C'_ _:-, 3NI'.1H01b'HOBb 1 JNIISSI 30b'OSVO �. 17-"00 P YW City of Arl ✓ngton C NOTICE and Inspection Report Permit No. l Legal Date Called 7 " /q Q.r Address Time Cane 2.� Contractor/Owner By Requested by � /� TYPE OF • REQUESTED ❑ Setback ❑ Roof Diaphragm ❑ Insulation ❑ Plumb GW ❑ Framing ❑ Gas Piping Footing ❑ Drywall Nailing ❑ Final ❑ Foundation ❑ Roughin Plumbing ❑ Reinspection ❑ Shear Wall ❑ Mechanical ❑ Other P�WPROVAL ❑ CORRECTION REQUIRED ;Y,C�rrectons listed below MUST BE MADE before work can be approved. ❑ Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION—24 hour notice required. �7 f � Inspector Date —7 Z" -S City of Arl ' ngton ono �`'^ � :?OTICE and Inspe tion Report i' Phone# Permit No. — Legal Date Called C Address .0 Time Called 2, Contractor/Owner By J0 1i a�� Requested by /SIP i1t/ C t-Gt TYPE OF • ❑ Setback ❑ Roof Diaphragm ❑ Insulation ❑ Plumb GW ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall Nailing ❑ Final Foundation ❑ Rough-in Plumbing ❑ Reinspection �❑ _Shear Wall ❑ Mechanical ❑ Other 1140-1 ROYAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. � rfC listed below has been inspected and approved. a CALL 44335-0724 FOR REINSPEC71ON—24 hour notice required. Inspector Date CITY OV ARL-INGYON CONSTRUCTION PERMIT PE RM I T NO—: 9 5—1 7 9 G Owner: ENTERPRISE LUMBER CO. 3210 SMOKEY POINT DR. ARLINGTON 98223 Value of Work: $647, 487.50 Tax .�ii: 91-0697116 Phone: 435-1111 l"11- Describe Work: ERECT STEEL BUILDICC RELOCATE UNSIDED POLE BUILDING Proposed Use: LUMBER MFG PLUMBING & MECHANICAL REQUIRE SEPARATE PERMITS. Legal Description: Job Address: 19521 47TH AVE NE Contractor's Name Type Address License# OSBURN STEEL BUILDINGS G 1111 PANORAMA DR. ❑SBURSBO54LN AL HOWARD CONSTRUCTION G 1493 HYWY 20 ALHOWC*267K8 C H G BUILDING SYSTEMS INC. G 1120 S.W. 16TH CHGBUSI124BH TOTALS Fee Permit Fee $2,633.50 Plan Fee $1,711.78 ` SIGNATURE: � r �/ TOTAL FEE... . ....... ... . . . #4,345.28 I HEREBY C IFY THAT HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS.... .. .. . .... . . .. .$0.0 KNOW THE SAME TO BE TRUE AND COR- RECT ALL PROVISIONS OF LAWS AND TOTAL DUE..... ...... . .. .. . $4,345.28 OR ILNNCES GOVERNING THIS TYPE OF WO K B COMPLIED W TF�I WHETHER SF-C IN 01� UT DATE RECEIPT # �� o BUILDING FICIAL c� T I MS A,q Oo T ynUR T2VICyn ftom T EMA3'q 11-Wil UFN .nC TNtOq tviSE Li %l qr rl-j •L!19+:1�� ry s'!sailAS iIi : :L � . Y!fG+ 1 ofA6 'Ifs—rp :uI fyL' $:.,�-,:I tst'ldTi/ d: -Svls4 a1 iMk + 41"41c�'d _^1I'icr3ti 1l�1f/ N:l�l 2 Q1�I�l14i1�Q UI M S134MUJ *,jail beeogo-lq !rtDt�1"1JDtU IDe9.� 3M '-vA ►tYt'P l _P1 gees-cbDA doL Saslsai we*-ibbA y4itT sn&" a■ladmN:ns3 Hit+2�i11�2f�i.i .rt0 ►�+QCl1.°^.'� 1: � 1 a: �?WiGJ..� _i:3:.1i3 �ii�iNie:.+ •i ,• r: hi�,► 6s YWYH Er#: it 'i�it3.IT iIiAYc'tl�11J,1 {nt [IIl 11d N�?*a I 7 E;USi 40 J .cy Ifr'1 i t7 ac"I'M IWAP TAW Y=ii)'R^3 Yew. -il ' 8s.an,oiE AMT �;- . :;l4•� _� ,� LIT -J•'+1': :!,- „ii►'4 6.9� , . ... .... .• . . ..?,Tl�a "I , 6w V. • APPENDIX D: RETENTION POND RECORDS FROM JOHNSON COASTLINE ASSOCIATES, DESIGNERS l I (RECEIVED JUL 2 0 1995 CITY OF ARLINarON #920502 en v l r o s �. a� ,� Jot-inson COASTUNGASSOC Date: 29 June 1992 2911 Bond Street Job Number: Suite 201 Everett, WA 98201 (206) 259-6071 Everett (206) 362-6884 Seattle Job Title: PORT GARDNER TIMBER CO. Location: Arlington, WA To: Robert Slabodnik ENVIROS Inc. 5808 Lake Washington Blvd. NE, Suite 100 Kirkland, WA 98033 We are sending herewith: Copies Description 1 Sheet C-1 dated 2-20-81 1 Sketch dated 2-27-81 1 Final drainage report dated 3-25-81 1 Letter dated 5-14-81 _ For Approval _Take Appropriate Action _ For Your File XX As Requested Remarks: JOHNSON/COASTLINE ASSOCIATES, INC. By: _A, Ryan L. Slass, P.E. Senior Project Manager EngineeringiPlanning—2911 Bond Street,Suite 201,Everett, Washington 98201,(206)259-60711 Seattle 362-6884 EE 8May0- 014, , 1981 80-0,19 C &ASSOQATE_c inc , Mr. Howard Dorsey PORT GARDNER TIMBER CO. P. O. Box 1478 Everett , IVA 98206 RE : As-Built Drainage Dear Howard: Jim Alderman, of Snohomish County Hydraulics, talked to me some time ago. I haven' t been able to get in touch with you by phone, so I am sending a letter of explan- ation which Jim gave me. The County reviewed the as-built drawings sent to them and the completed work. Jim- said their only comment was that they want a 12" diameter tight-line pipe ex- tended from the manhole, located at the northwest cor- ner of the property, to the north side of 196th Place. Jim said that the corner house, with the well, has caused so much concern that the County people want to be positive that there is no possibility of any water even getting close to his well. I L, Jim also said he would write a letter to you, if that was required, otherwise the phone call was sufficient for him. If you need more details or other informa- tion about the work required, he can give it to you. He assured me, over the phone, that if that work was done, the project could be signed off. When the work is completed, or ready for backfilling, I would like to look at it so we can assure them of what is in the ground. The County, of course, will � 1 want to look at the finished job, also, before they sign it off. If you have any questions or comments, please call me. Sincerely, LE JOHNSON & ASSOCIATES, INC. L Ray A RAB:mo Engineers Architects Planners Surveyors 19655 191h Ave. N.E. _J Seattle, WA 98155 (206) 362-6884 • Everett 259-6071 wrawow ww►weeww►«�e•rs-sw 1 {{er POLLL� INND FoR S,UNLITY. 1 6/14, RAT BAA F r.I. i rz MAY E3E P,6Y-?Ulf%Go RO-L-m 64495T M @.7AL waAJ�atk-& A?& - le Fire v- rnieW lit -MAY"P_iE "P -�EyrVON N �'' E>rrc� �n r : P �... -�-._ �E EF Seattle.Washington job rw&O-0- ' nson erect. askinIto sheet Ltz Everett.Washin ton T 64RDN E� �' M � �(1C (206)259 so date Z? •, •' .v. ' �L '�. .. .. � j,. ;••mot ' � -• � f :cam t-'.d.:.1•J .,.,,a,• -' ,' -_ - kg f�• IT -roP - !7 EG •cam 62. PRO �11 }VG2sGINz4 _a,rc��lz: 701 �w r � v tt;L G,oNYtNG Ta t ' •_ 4Q��1Jp,�c,T off-• � r' - - �: -_ " _ ,ITY., �14F. 77K Pt Amok 1JN . OND I I ti : e Fx ,> } GHT�-I G/AP f L 1-7 - t t ; Or rz. c�Vl:r4..ET _ Pl-�15, ci..EUQ � 5 C . . .. `=� SH T \�*M�ois,nal . :.;'. . • f•Jv.< �Z �ipE:•Sr~oP�S� ,d,Pf?�X ,.3/�.��:�C or- • t ssy t `•• ~+ 3Lo N W L!. ' �peEv��J-r p a ,�V/\ W p J o EARS E� L,4 f-!t7 0 in m N 93 c ch (v L � 93 CO iv1�t:ItfFE:.N-4NG 5�rr �J ... �I-tai�� � r �P rG, Fs S :GIN . GaiCU't 1. J s 'C)c . N r : f ,rp � -k�I��::Q��it,5• ��.-Gai�� Iv1.�t-�'.:'h�jl�`1� c:�tr & ssoaATEs,Inc March 26, 1981 30-019 C %4r. Jim Alderman SNOHOMISH COUNTY HYDRAULICS Snohomish County Courthouse 5th Floor Everett , WA 98201 RE: Port Gardner Timber Company Drainae. Dear Jim: Here are three (3 ) copies of" the construction work that has been done on-site, along with a Final Report and calculations. I have included all points that were mentioned in our February 17, 1981, phone conversation. It appears that this is a system, now, that will work for Port Gardner Timber Company and will also protect Snohomish County and the surrounding private dwellings . I.f you have further comments, please call me. Sincerely, LEE JOHNSON & ASSOCIATES, INC. Ray A. Brown RAB:mo cc: Howard Dorsey Port Gardner Timber Co . ii LJ I J l Engineers Architects Planners Survayars . IY655 19th Ave. N.E. JI Ssattla, WA 9515� �_ (206) 362-6834 • Evarc.'t 259-60T1 qE ' h?arc 25, 1981 8 - c &AsscQATEs,►nc PORT GARDNER TIIJBER COMPAINY FINAL DRAINAGE REPORT The following pages of calculations have been done after con- struction and after field measurement and elevation infor- mation has been compiled. There have been substantial changes from the original design drawings and tlese changes have added protection and an in- creased safety factor to the surrounding areas . In place of an outfall ditch, which could become overloaded. during heavy flows and flood the area to the north, a 12" diameter, perf�j.rated pipe has been installed. The pipe has been constructed at a nearly- flat slope enabling outfall water to infiltrate into the soil from below the surface . This allows the water to not only distribute in a more even- ly spread area, but also to be treated by the soil . The per- forated pipe ends about 175 feet east of the domestic water well located near the northwest corner of the property and diameter tightline pipe runs west to the ,:manhole. A gate valve has been installed on the outflow pipe of Pond to allow for runoff control . This not only will prevent excess runoff overloading the existing County ditch, but also can be used to close off -the pipe, if necessary, and force all runoff to be stored on-site for short periods of time. A Tee section_ with a 1" diameter orifice and a ring section on top has been installed at the outlet pipe of Pond T1 to make use of all available storage and to increase detention time. This also will allow only a skimming from the top during heavy flows. The use of the two ponds, in place of just the expansion of the one pond, creates a much greater storage capacity. This is indicated in the calculations which originally were done for the release of 2 cfs and storage calculated for a 10- year storm frequency. The release, now, of 1 cfs at a 25- L year storm frequency requires 53, 025 cf of storage. Pond #1 and Pond #2 combine for approximately 70,282 cf. The ponds, therefore, have the capacity to store approximately one and one-third (1-1/3) 25-year storms up to the high water mark. Above the high water mark,- which is the top of the catch basins in the log yard, there is 8 . 2 feet to IJ the top of the dikes and a combined pond storage capacity of 177, 700 cf . Also, once the water goes above the high li water mark, there is a substantial amount of storage avail- able in the log yard itself. This construction has been Engineers Architects Planners Surveyors 1 1�55 19th A"... N.E. �L1! S:attle. WA 9c155 (20C) 362-688d . Everett 259-6071 l� � 1, March 25 , 1981 80-019 C Port Gardner Timber Co. Final Drainage Report Page 2 done to keep overflow runoff from the 100-year flood and other extensive storms out of the log yard, but it can readily be seen that there is more than necessary stor- age available before any harm can be done to surrounding areas or the County ditch. The 100-year flood overflow is actually a pumping system which has successfully been used for the past five years in keeping water out of the County ditch. The 100-year flood runoff will be pumped from the ponds to the existing greenbelt areas to the south, as required, to prevent flooding of the yard . This will serve as a better design for overflow than the pipe shown pre- viously, as it prevents the overflow runoff from getting too close to existing dwellings.- ThiS pumping system has been ade- quate to present and maintenance will be provided to ensure its use in future years. However, if for- some reason the pumping system did fail, the calculations and above discussion indi- cate there is more than adequate storage available to control runoff without endangering surrounding areas until the system is put back into working order . As is evident from the drawings and attached calculations, there is on-site storage available to control a 25-year storm without releasing a large amount of water to the County ditch. There is also on-site storage available to control a 100-year storm without overflowing to the County ditch or endangering surrounding areas and there is a system which will release that runoff away from populated areas . If it was beneficial to the County to have the existing ditch updated, it would be recommended. However, because of the above discussion, it would not appear to be beneficial to the County nor would it appear to add to the life of the ditch to have this work L_. done. :J Ray A. Brown /mo L_ 1 L.J i J ` &nson Engir. architects Planners SurveWts F T, + Lt fN ' f ) t E I 3 7 3 - Z _— E -7ct - a f r ' r _ ETT , ` i t 1 ( E 1 LL fi f i E E ;JOB NAME: �OR.'T C�d-R-0tilQ� 5► 7� C , JOB # BY: 1P4�) CHECKED: DATE: SHEET�F R I i 1 LAC-.r ~' ''�J'�j� t4�• � - - ." � - .� . A �' �y P�� �! i )tt '•` Engin trchitecfs Planners SurveyorsC;S aTES1 i ll;�r Ale i 14. Lo ?- E ; E E ' i i I a�2 t FI; L4Z ' i i 1. I �7' --i '�A ; S E : 69 + 5' b• 7 . E G —• — 30 T_� �: ,r ter• , �[I - ( JOB NAME: 0 PQ� 1 � I�. PZB �i JOB # �0 ��L 9 G- — 1: BY: �ri�L CHECKED: DATE: ` SHEETZ=-OF_ ,,•''. t•• qLEE y .• fit' ; �\`.��1! �i so J• Engrn rchit tcrs Planners rveyors - Y &®.1� U�7 d �I iinll c 22- I -- .. � r- FT� '� • i I ti o i 1 - -- t i-Ti 5 Li i 11 •� I €€ f 1 Hit • < - .... -- i-•--F- LH i ,T i 21L tZ I , i 7 i 3 _. 71 _ } l - F4...... ?--i I tLi ;JOB NAME: �T �r-n-D N .Tl- {.�;1P-- GAD c JOB # ( g C BY: CHECKED: DATE: SHEET 3-0F ♦�+yj` LEE J }3,� son Engin schitects Planners Surveyors ��•��.JAssocl�T�inc r � ;< � . 1 E I� s i 8 , zip (` s 0 =_6 114. ( os, -0 1 i � i i ! i F 1 i I i isz� 3 i 7H :JOB NAME: �0 2T CS,�,° )eP - TMRMP- C-0 JOB # �FBY: �� -CHECKED: DATE: ' SHEET r In addition, Port Gardnc Timber constructed two retention �ds in 1972 and 1981, respectively. Located on the site's east side, these ponds were built expressly to receive surface runoff via underground drains. According to historic documents, the ponds were county approved and certified for community health and safety (Appendix D). DETENTIO"`I / R ETENTiON VOLU IE JOB NO. G 80 -019 Total Original Q,, from Site cfs Total bypass Qb _ n cfs Allowable Q off site (Q� = Qo - Qb) cfs Qo Qa cfs/Acre-C A x C f I -, 4:> 9� From table page a 43 T = -25 + v X */ Qo . 1`; mi n (X ** constant from table) ZS Y2 z'70,-o ** V = Y x T _ ** s T + 25 Z RoT ter? (, . b ft V Total = Vs x A x C f 13, o 3o aI- f t3 r ZS Y?- OZ4 IBS C-F 0- rS1 �� � j �.` .� x� 1 WUCr-A WESTERN RED CEDAR LUMBER ASSOCIATION APPOINIA ENT OF PROXY Company Name: ENTERPRISE LUMBER COMPANY, INC. being a member of the Western Red Cedar Lumber Association ("WRCLA") hereby appoints: r-FW RAKER or in his absence: RnR PARTY) (Please eomplete as you wish) or in their absence: Mr. R. Wingrove, Chairman ❑ Mr. C. Furtado, Vice Chairman ❑ (Please check appropriate box) as its proxy to attend and vote on its behalf at the Annual General Meeting of the WRCLAbeing held on the fourteenth day of July 1995 at the hour of 8:00 a.m. and at any adjournment thereof. The proxyholder need not be a member of the WRCLA and will have the same power at the meeting and any adjournment thereof as the above member would have if it were present. Signed the � day of �l�/t/�, 1995 by: Authorized Signatory Title in the presence of: 2.4e2Add ' Witn ss (in order to be valid, this proxy must be signed and dated) When completed, please return to: Mr. Bryan W. Hannay Secretary/Treasurer Western Red Qedu Lumba Anociation 1100 - 555 Burrard St. Vancouver, B.C., V7X 1S7 F 4 i \ � , ,1 1 � � � �� ENTERPRISE LUMBER COMPANY Arlington Modernization Project (TRAFCHK ) Environmental Checklist Traffic Addendum Over the course of the 18-24 month project the traffic flow will be redirected from the current mill site main entrance at the north end of the mill 47th Ave . site to the southern entrance along This change will direct all log trucks and lumber trucks to access and egress the mill site from this southern entrance . The southern entrance will also represent the byproduct truck entrance and the northern entrance will represent their exit. Byproduct trucks are currently destined for Everett and would leave the millsite in a southern direction along 47th Ave . Log trucks would access the mill from exit 206 and 208 from I-5 with a smaller portion originating along Hwy 530 . Generally, most customer related lumber trucks would access the millsite from exit 206 . Average daily truck flow changes over the life of the project have been estimated as follows : Truck Type Current Phase A Phase B Phase C Log Trucks 13 20 Lumber Trks 20 23 5 7 7 Byproduct Trks 6 10 9 12 13 Total 24 37 39 45 C,11'Y Off=ARLJN(31'UN . - w. ENTERPRISE LUMBER COMPANY Arlington Modernization Project (NOISECHK) Environmental Checklist Noise Addendum The major contributors to noise levels heard away from the millsite originate from the rosserhead barker, hog , chipper, and rolling stock. In Phase A the chipper and its building will eventually be relocated to the west side of the green chain building. The addition of the new main sawmill building will effectively act as a noise screen for those residents located to the north of the millsite . However, on an overall basis , noise levels are not expected to diminish significantly during Phase A since the rosserhead barker and hog will remain in place . All new processing equipment brought online in Phase A is projected to be in the new sawmill building . Phase B will result in the decommisioning of the current hog and the placement of the rosserhead barker into a building which will also house an additional barker. This new barker will become the primary bark removal system and utilizes a different, quieter technology. Significant noise reduction is expected to occur during this phase . Phase C adds additional processes which are to be enclosed in their own building additions and, as such, will not contribute to further noise level increases . ENTERPRISE LUMBER COMPANY Arlington Modernization Project (DRAINCHK) Environmental Checklist Drainage Addendum The entire thirty acre mill site is serviced by a self contained stormwater drainage system. This system consists of surface drains , underground storm drain piping . and two collection, retention, and seepage ponds. A pumping system disperses overflow to a surface drainfield. This system designed -and installed for the City of Arlington is sufficient to service the continuing needs of this site . Stormwater runoff calculations are attached. ENTERPRISE LUMBER COMPANY Arlington Modernization Project (ELECTCHK ) Environmental Checklist Electricity Addendum Currently the site is serviced by the Snohomish County PUD No . 1 . Enterprise Lumber ' s communications with the PUD have identified that the PUD is ill prepared to deal with the growing demand for electricity by the residential , commercial , and industrial sectors of northern Snohomish County. Insufficient substation capacity is currently in place at both the Arlington and Smokey Point substations to service future growth according to the PUD . Enterprise ' s additional total -horsepower needs through Phase C will exceed 5000 horsepower with the PUD currently stating that they can only supply 2000 hp (Phase A' s needs ) . Enterprise and the PUD have earmarked the Phase A 2000 hp to be online and ready for use on May 1 , 1995 . To meet Enterprise ' s demand increases and the growing Smokey Point and Arlington needs , the PUD faces the necessity of identifying an additional substation site , reallocating budgeted funding , and initiating construction. A logical site for a new substation would be on Airport property due to its close proximity to the main transmission lines and adequate sites remote from residential settings . i l ENTERPRISE LUMBER COMPANY Arlington Modernization Project (TRAFCHK) Environmental Checklist Traffic Addendum Over the course of the 18-24 month project the traffic flow will be redirected from the current mill site main entrance at the north end of the mill site to the southern entrance along 47th Ave. This change will direct all log trucks and lumber trucks to access and egress the mill site from this southern entrance . The southern entrance will also represent the byproduct truck entrance and the northern entrance will represent their exit. Byproduct trucks are currently destined for Everett and would leave the millsite in a southern direction along 47th Ave . Log trucks would access the mill from exit 206 and 208 from I-5 with a smaller portion originating along Hwy 530. Generally, most customer related lumber trucks would access the millsite from exit 206 . Average daily truck flow changes over the life of the project have been estimated as follows: Truck Type Current Phase A Phase B Phase C Log Trucks 13 20 20 23 Lumber Trks 5 7 7 9 Byproduct Trks 6 10 12 13 Total 24 37 39 45 ENTERPRISE LU14BER COMPANY Arlington Modernization Project (NOISECHK) Environmental Checklist Noise Addendum The major contributors to noise levels heard away from the millsite originate from the rosserhead barker, hog, chipper, and rolling stock. In Phase A the chipper and its building will eventually be relocated to the west side of the green chain building. The addition of the new main sawmill building will effectively act as a noise screen for those residents located to the north of the millsite . However, on an overall basis , noise levels are not expected to diminish significantly during Phase A since the rosserhead barker and hog will remain in place . All new processing equipment brought online in Phase A is projected to be in the new sawmill building. Phase B will result in the decommisioning of the current hog and the placement of the rosserhead barker into a building which will also house an additional barker. This new barker will become the primary bark removal system and utilizes a different, quieter technology. Significant noise reduction is expected to occur during this phase . Phase C adds additional processes which are to be enclosed in their own building additions and, as such, will not contribute to further noise level increases. I , ENTERPRISE LUMBER COMPANY Arlington Modernization Project (DRAINCHK) Environmental Checklist Drainage Addendum The entire thirty acre mill site is serviced by a self contained stormwater drainage system. This system consists of surface drains , underground storm drain piping, and two collection, retention, and seepage ponds. A pumping system disperses overflow to a surface drainfield. This system designed and installed for the City of Arlington is sufficient to service the continuing needs of this site . Stormwater runoff calculations are attached. ENTERPRISE LUMBER COMPANY Arlington Modernization Project (ELECTCHK ) Environmental Checklist Electricity Addendum Currently the site is serviced by the Snohomish County PUD No . 1 . Enterprise Lumber ' s communications with the PUD have identified that the PUD is ill prepared to deal with the growing demand for electricity by the residential , commercial , and industrial sectors of northern Snohomish County. Insufficient substation capacity is currently in place at both the Arlington and Smokey Point substations to service future growth according to the PUD. Enterprise ' s additional total horsepower needs through Phase C will exceed 5000 horsepower with the PUD currently stating that they can only supply 2000 hp (Phase A' s needs ) . Enterprise and the PUD have earmarked the Phase A 2000 hp to be online and ready for use on May 1 , 1995 . To meet Enterprise ' s demand increases and the growing Smokey Point and Arlington needs , the PUD faces the necessity of identifying an additional substation site , reallocating budgeted funding , and initiating construction. A logical site for a new substation would be on Airport property due to its close proximity to the main transmission lines and adequate sites remote from residential settings . _ r= � EXHIBIT A Tnat portion of the Northeast Quarter of the Southeast Quarter of Section 16 , and that portion of the Northwest Quarter of the Southwest Quarter of Section 15 , Township 31 North , Range 5 East of the Willamette Meridian, described as follows : Commencing at the Northwest corner of the said Northeast Quarter of the Southeast Quarter; thence S 0 ` 27 ' 30" W. along the West line of said subdivision, a distance of 1199 . 73 feet; thence S 87 " 15 ' 02" E, parallel with the South line of Southeast Quarter of said Section 16 , a distance of 173 . 53 feet; thence N 2 " 01 ' 1311 :W a distance of 605 . 83 feet to the True Point of Beginning; thence continuing N 2 ° 01 ' 13" W a distance of 42 . 52 feet; thence N 0" 39 ' 52" E a distance of 211 . 98 feet to a point referred to hereinafter as Point r=r "A" ; thence N 5 ° 20 ' 07" W a distance of 60 . 13 feet; thence N 84 ' 25 ' 58" E a distance of 20 . 35 feet; thence N 1 ° 47 ' 24" W a distance of 128 . 62 feet ; thence S 88 ° 57 ' 28 E a distance of 480 . 17 feet; thence N 82 ' 17 ' 57" E a distance of 184 . 11 feet; thence ' S 86' 14 ' 41" E a distance of 585 . 29 feet; thence S 0' 30 ' 40" E a distance of 445. 44 feet; thence N 88 ' 57 " 28" W a distance of 1262 . 37 feet to the True Point of Beginning. - TOGETHER WITH the following described tract: Beginning at said Point "A" ; thence S 64 ° 56 ' 43" W a distance of 139 . 70 feet to a point that is 20. 00 feet East of the West line of.:-said subdivision, as measured at right angles thereto , and which point is on the East margin of that County road known as 47th Avenue NE; thence N 0 ° 27 ' 38" E, along the East margin of said road, a distance of 120 . 00 feet; thence S 89 ` 32 ' 22" E a distance of 120 . 01 feet ; thence S 5 ° 20 ' 07" E a distance of 60. 13 feet to the point of beginning. Containing 13 . 33 acres. Situated in Snohomish County, State of Washington r RECEIVED JUL 2 ® 1995 "ITY OF AAL.1NGT*ON Y.- i A. BACKGROUND 1 _ Name of proposed project, it applicable: MILL MODERNIZATION 2. Name of Applicant: ENTERPRISE LU�IBEP, COMPANY 3 . Address and phone number of applicant and contact person: 3210 SMOKEY POINT DRIVE, STE. 201, ARLINGTON, WA 98223: ROBERT PARDO 4 . Date checklist prepared: 02/16/95 5 . Agency requesting checklist: CITY OF ARLINGTON 6 . Proposed timing or schedule (including phasing, if applicable) : PHASE A - 4-6 MONTHS PHASE B - 4-6 MONTHS PHASE C - 4-6 MONTHS 7 . Do you have any plans for future additions, expansions, or further activity related to or connected with this proposal? U1rKdi0GN 2:T THIS THE 8 . List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. NODTV' 9 . Do you know whether applications are pending for governmental approvals of .other proposals directly affecting the property covered by your proposal? If yes, explain. NO 10 . List any governmental approvals or permits that will be needed for your proposal, if known. CITY OF ARLINGTON BUILDING PERMIT 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. ADDITION OF BUILDINGS' TO THE EXISTING SAWMILL WHICH WILL HOUSE ADDITIONAL SAWMILL EQUIPMENT. THE EXISTING SITE ENCOMPASSES OVER 30 ACRES AND THE PROJECT, THROUGH PHASE C, WILL INVOLVE 1.7 ACRES. RECEIVE 2 JUL 2 0 1995 CITY OF ARLINGTON I ,.; 12 . Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site (s) . Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 19521 47TH AVENUE NE, ARLINGTON, WA 98223 TWN 31 RGE 5 SECTION 16 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one) : lat rolling,hilly, steep slopes, mountainous, other i. b. What is the steepest slope on the site (approximate percent slope) ? 1% C. What general types of soils are found on on the site (for example, clay, san , gravel, peat, muck) ? If you know e classification of agricultural soils, specify them and note andy prime farmland. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. NO e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. LIMITED FILL ON NORTH BOUNDARY: SOURCE: EXISTING SITE 3 f . could erosion occur as a result of clearing, construction, or use? If so, generally describe. NO g. About what^percent of the site will be covered with impervious surfaces after project construction(for example, asphalt or buildings) ? PHASE A - 0% PHASE B - 7% PHASE C - 7% (NO CHANGE FROM PHASE B) h. proposed measures to reduce or control erosion, or other impacts to the earth, if any: NONE 2. Air a. what types of emissions to the air would result from the proposal(i.e. ,dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. CONSTRUCTION: DIESEL FUEL FUMES/DUST OPERATING FACILITY: DUST/WOOD DUST b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. NO c. Proposed measures to reduce or control emissions or other impacts to air, if any: NONE ABOVE THOSE IN EXISTENCE 3. water. a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site(including year-round and seasonal streams, saltwater, lakes, ponds, wetlands) ? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. NONE 4 i 2) Will the project requ4_re any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. NO 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicated the source of fill material. NONE 4) Will the proposal require surface water withdrawals,or diversions? Give general description, purpose, and approximate quantities if known. NO 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. NO 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. NO b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. NO 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if an (for example : oninmestia sewa a , industrial, con aig the following chemicals. . . ; agricultural; etc. ) . 5 Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable) , or the number of animals or humans the system(s) are expected to serve. NO CHANGE TO EXISTING DRAINFIELDS c. Water Runoff (including storm water) : 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known) . Where will this water flow? Will this water flow into other waters? If so, describe. SOURCE: RAINFALL CONTAINED BY EXISTING CLOSED SYSTEM OF DRAINS, CULVERTS, AND- PONDS. 2) Could waste materials eater ground or surface waters? If so, generally describe. NO d. Proposed measures to reduce or control surface, ground, and runoff impacts, if any: NONE 4. Plants a. Check or circle types of vegetation found oa the site: _deciduous tree: alder,maple,aspen,other X evergreen tree:f ir,cedar,pine,other shrubs X grass pasture crop or grain wet soil plants : cattail , buttercup,bulrush,skunk cabbage, other water plants : waterlily , selgrass,milfoil,other other types of vegetation b. What kind and amount of vegetation will be removed or altered? DECIDUOUS AND EVERGREEN . . . LESS THAN 0.1% OF COVER c. List threatened or endangered species known to be on or near site. NONE 6 d . Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: NONE, SURROUNDED BY GREEN BELT S . Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk,heron, eagle, songbirds,other: mammals:deer,bear,elk,beaver,other: fish: bass, salmon, trout, herring, shellfish, Other: NnNF. b. List any threatened or endangered species known to be on or near the site. NONE C. Is the site part of a migration route? If so, explain. NO d. Proposed measures to preserve Or enhance wildlife, if any: DOES NOT APPLY 6. Energy and Natural Resources a. what kinds of energy electric, natural gas, oil, wood stove, s wi 1 be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. MANUFACTURING 7 I b. Would your project affect the potential use of solar energy by adjacent properties'. If so, generally describe. NO c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: POWER FACTOR CORRECTION / HIGH EFFICIENCY MOTORS WHEREVER POSSIBLE AND FEASIBLE 7 . Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, rick of fire and explosion, spill or hazardous waste, that could occur as a result of this proposal? If so, describe. NO 1) Describe special emergency services that might be required. NONE 2) Proposed measures to reduce or control environmental health hazards, if any: DOES NOT APPLY b. Noise 1) What types of noise exist in the area which may affect your project( for example: traffic, equipment, operation, other) ? AIRPORT AND ADJACENT INDUSTRIAL PROPERTY 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for 8 example : traffic , construction, operation, other) ? Indicate what hours noise would come from the site. Shortterm: Construction truck and vehicle traffic noise and construction fabrication noise. Longterm: Current noise levels will be diminished by bringing existing noise sources inside buildings from their current outside locations. 3) Proposed measures to reduce or control noise impacts, if any: Noise will be reduced by enclosing existing noise sources, changing processes, and changing equipment use patterns. a . Land and Shoreline Use a. What is the current use of the site and adjacent properties? Sawmill and lumber manufacturing adjacent to Arlington Municipal Airport to the South and residential subdivision to the North. b. Has the site been used for agriculture? If so, describe. No. C. Describe any structures on the site. Metal sawmill building, wood framed chipper buildin , portable offices and lunchroom, wood framed rolling stock maintenance bqildin metal and woo fr ed i to ce building. d. will a ny structures e emolishe�' if so, what? None. a. What is the current zoning classification of the site? Industrial. f. What is the current comprehensive plan designation of' the site? Arlington Airport Industrial. g. If applicable, what is the current shoreline master program designation of the site? Not applicable. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No. 9 I i. Approximately how may people would reside or work in the completed project? CURRENT: 46 PHASE A: 60 PHASE B: 58 PHASE C: 67 j . Approximately how many people would the completed project displace? NONE k. Proposed measures to avoid or reduce displacement impacts, if any: DOES NOT APPLY 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plan, if any: EXTENSION OF CURRENT USE 9 . Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. DOES NOT APPLY b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle or low-income housing. DOES NOT APPLY c. Proposed measures to reduce or control housing impacts-, if any: DOES NOT APPLY 10 . Aesthetics a. What is the tallest height of any proposed structure (s) , not including antennas; what is the principal exterior building material (s) proposed? BUILDING HEIGHT: 45' EXTERIOR: SHEET METAL to b . What views in the immediate vicinity would be altered or obstructed? NONE C. Proposed measures to reduce or control aesthetic impacts, if any: NONE il. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? STANDARD POLE MOUNTED STREET TYPE LIGHTING AFTER DUSK b. could light or glare from the finished project be a safety hazard or interfere with views? NO c . What existing off-site sources of light or glare may affect your proposal? NONE d . Proposed measures to reduce or control light and glare impacts, if any: NONE 12 . Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? NONE b. would the proposed project displace any existing recreational uses? If so, describe. NO c . Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: NONE 11 I I I 13 . Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. NO b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. NONE C. Proposed measures to reduce or control impacts, if any: DOES NOT APPLY 12 a 14 . Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. TWO LANED PAVED; 47TH AVENUE NE; NO CHANGE TO EXISTING ACCESS b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? YES c. How many parking spaces would the completed project have? How many would the project eliminate? 48; NONE d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private) . NO e. Will the project use (or occur in the immediate vicinity of ) water, rail, or air transportation? If so, generally describe. NO f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. PHASE C: 21 MORE PRIVATE VEHICULAR TRIPS/DAY: PEAK PRIVATE VEHICLE TRIPS AT 5:30 - 6:00 AM AND 4:30 - 5:00 PM g. Proposed measures to reduce or control transportation impacts, if any: NONE 13 a , 15 . Public Services a. Would the project result in an increased need for public services (for example: A. ra protection, police protection, ea care, schools, other) ? If so, generally describe. INCREASED SQUARE FOOTAGE OF BUILDINGS b. Proposed measures to reduce control direct impacts on public services, if any. ADDITION OF HOSE REELS IN STRATEGIC LOCATIONS 16 . utilities a. Circle utilities currently availab at the site • electricit natural gas, water efuse servic ele hone san sewer, ep is sys em other. b. Describe the utilities that are proposed for the project, the utility providing the service and the general construction activities on the site or in the immediate vicinity which might be needed. SAME AS EXISTING C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand- that the lead agency is relying t to make its decision. Signature: Date Submitted: 4 14 1 � 1 I I — � ' t i ---R�CE16rO� . GiTYOFARUNGT - -8--- _....._.._ -t�212�z�-- - -•�• ---•���_�.c.. _. ..-�-�----_--• -off �-w iyo fs'0NAt E� 3 ��' N -- '� t --;kf- -- --- -- .77a9 I I v i I � it r 2 25- Z_k jp .� r ./ ri - - - .�� , .v --- � ti ld� I. _.. _ Aof 41, 's -- --- /i A= . — Irk _moo� CT,-Y-X 7 e f / fez _ �' �� �i�'. ��C j_��✓ L��/� `:: r , ,0�O '/ ass i i 0 a 0 s GN 0 ,� /i v �i ��. �, ,� _ I J � - - _ � :- - o - . � . 3 � � I I ---- - . --- ;-.-- - --_ .� li � � i � I � � � � i � . � ' - - - - � �. _ � � � � � � � � � _ �ao_._� .-------- - - - �i ,i � �i _... . ._.�___._. 1 i - �� � ... ,l � „ „. .� � ... .._ CP OKI 0 .00 _.. - -00000qK f a Vol AP dp i/ - - 6 J I MITIGATED DETERMINATION OF NONSIGNIFICANCE DESCRIPTION OF PROPOSAL: The applicant has submitted an environmental checklist for a Building Permit to allow expansion and improvement to the existing Sawmill at 19521 47th Ave NE, Arlington, WA. The applicant plans to make application for the expansion in three phases. This SEPA review is intended to cover all three phases. PROPONENTS: Enterprise Lumber Co. 3210 Smokey Point Drive Ste 201 Arlington, WA 98223 Location of Proposal: NE 1/4 of SE 1/4 , Section 16 , TWP 31N, Range 5 East, W.M. , Snohomish county, Washington. Physical Address: 19521 47th Ave NE Arlington, WA 98223 Lead Agency: City of Arlington 238 North Olympic Ave. Arlington, WA 98223 The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. The significant probable impacts adverse impacts have been mitigated per the mitigation agreement on file. An environmental impact statement (EIS) is not required under RCW 43 . 21C. 030 (2) (c) . This decision was made after review of a completed environmental impact checklist and other information on file with the lead agency. This information is available to the public on request. This MDNS is issued under 197-11-340 (2) ; the lead agency will not act on this proposal for 15 days from the date below. Comments must be submitted by May 2 , 1995 . Responsible Official: Thomas R. Myers Position/Title: City Administrator Address: City of Arlington Department of Community Deve nt 238 North Olympic I Arlington, WA 98223 Date: =L��- Signature: For Thomas R. Myers Notice of Mitigated Determination of Nonsignificance The City of Arlington has issued a mitigated determination of nonsignificance (MDNS) under the State Environmental Policy Act Rules (Chapter 197-11 WAC) for the following project: A Building Permit to allow expansion and improvement to the existing Sawmill at 19521 47th Ave NE, Arlington, WA. The applicant plans to make application for the expansion in three phases. This SEPA review is intended to cover all three phases. The property is located in the NE 1/4 of SE 1/4 , Section 16, TWP 31N, Range 5 East, W.M. , Snohomish County, Washington. Physical Address: 19521 47th Ave NE Arlington, WA 98223 After a review of a completed checklist and other information on file with the agency, the City of Arlington has determined that all impacts have been mitigated per the mitigation agreement on file. Copies of the MDNS are available at no charge from the City of Arlington, Department of Community Development, 238 North Olympic, Arlington, WA 98223 . The public is invited to comment on this MDNS by submitting written comments no later than May 2 , 1995 to The Department of Community Development at the above noted address. Cristy L. Brubaker Department of Community Development i �, r- r`ity of &rlinrrtnn - Vnvirnnmcntal Accoccmcnt Enterprise Lumber Building Permit April 17 . 1995 The applicant has submitted an environmental checklist for a Building Permit to allow expansion and improvement to the existing Sawmill at 19521 47th Ave NE, Arlington, WA. The applicant plans to make application for the expansion in three phases. This SEPA review is intended to cover all three phases. The checklist has been reviewed by the designated official's designee resulting in the issuance of a Mitigated Determination of Non-significance subject to the mitigation of the impacts as izlentif ied in the following statements. 1. Earth The topography of the site is flat. Mitigation: 1 . A-Temporary-Erosion-and Sedimentation Control Plan, su approval by the City Engineer 11 be implemented prior to site construction. 2 . Air Short term increases in dust and vehicle emissions are expected during construction of site roads, utilities and buildings. Mitigation: 1. Construction project improvements will be monitored and the applicant directed accordingly of air quality control practices relating to their work. 2 . Watering of the construction site shall be utilized to reduce dust. 3 . Water There are no water bodies on this site. Mitigation: 1 . Site generated stormwater to be disposed of via existing system. System shall be modified. Pumps and discharge pipe to be relocated to detention basin #2 and overflow to North to be plugged. 3 3 a i li I I I �� 4 . Plants There is no significant vegetation on the site. Mitigation: This project has no significant impact on the vegetative life on this site. 5 . Animals No threatened or endangered species are known to be on this site or the immediate vicinity. Ms..tigation: No mitigation is required for this element. 6 . Energy and Natural Resources Electricity will be used for heating, lighting and industrial machinery. Mitigation: All building construction shall conform to the current edition of the Washington State Energy Code at the time of application for building permits. The applicant shall also coordinate with Snohomish County PUD for provision of service to the site. 7 . Environmental Health The resource for this element is the general welfare and quality of public health. Mitigation: 1 . Construction hours shall be limited to 7 AM to 7 PM 2 . All noise sources are to be enclosed or otherwise insulated such that noise regulation limits are not exceeded. 7 8 . Land and Shoreline Use ' The site is currently zoned I under the Arlington Municipal Code, which provides for the proposed uses. The site is currently occupied by a sawmill. It is not within shoreline management jurisdiction. Mitigation: There is no significant impact on this element of the environment. 4 IC 9 . Housing This application will have no affect on housing. Mitigation: There is no significant impact on this element of the environment. 10. Aesthetics The development of this site will not change the aesthetics. Mitigation: There is no significant impact on this element of the dnvironment. 2 . Development of the site shall conform to Performance Standards as identified in AMC 20. 15 . 11. Light and Glare Yard lights will be installed but will not be visible from adjacent property. Mitigation: 1. Lights shall be constructed such that no hazard to avigation occurs. 12 . Recreation -� Per the Arlington Municipal Code Chapter 17 - all Industrial development shall pay . 05G per sq. ft. of land developed. Mitigation: 1. Mitigation as required by AMC Chapter 17 . 13 . Historic and Cultural Preservation This parcel is not known or suspected to have, or have had, any structures or facilities of historic or cultural value. Mitigation: Should any archeological materials be found, then appropriate agencies shall be contacted and measures taken to preserve the materials and the site. 5 i 14 . Transportation 47th Ave NE is the main arterial street that serves this property. This street is maintained by Snohomish County. Mitigation: 1. The applicant shall coordinate with Snohomish County Public Works and correct any deficiencies to 47th Ave that are aggravated or created due to increased traffic. Trucks exiting the site shall utilize 47th Ave South to 188th thence Smokey Point Blvd. to either I-5 or SR531. Trucks shall not exit the site to the North on 47th Ave. This will help minimize impacts to substandard roadways to the North. 15 . Public Services Although a new facet of services may be needed, they still fall within the realm of required public services for the existing commercial use. Mitigation: See Utilities below. 16 . Utilities Utilities currently available to the site consist of electricity, telephone, refuse service, cable TV, water, natural gas. Although public water is available Fire protection is inadequate. Mitigation: 1. The applicant shall provide adequate fire flows by extension of offsite pipelines and onsite hydrants. . nio 2 . All civil engineering drawings - f-site utilities improvements are subject t a proval y e City Engineer and require payment of the 2 . 5% en estimated construction costs for construction plan review upon submittal. No building permits will be issued until civil drawings have been approved by the City Engineer. NOTE: Infrastructure requirements are based on conceptual information as submitted by the applicant. Additional specific requirements may be required upon review of the engineered construction drawings as submitted by the applicant. All improvements are subject to review and approval of the City Engineer prior to acceptance. All utilities shall be underground. 6 r 1 VOLUNTARY OFFER This threshold determination was reached on the basis of the mitigation as outlined above. All approvals are subject to this offer. A voluntary mitigation agreement is considered necessary to reduce the overall level of impact below that which is probable, significant and adverse. DISCLAIMER TNe determination that an environmental impact statement does not have to be filed does not mean there will be no adverse environmental impacts. City of Arlington codes governing noise control, land use performance standards, construction and improvement of city roads, off-site road improvement obligations, drainage control, fire protection and building practices will provide substantial mitigation of the aforementioned impacts. The issuance of this Determination of Non-significance should not be interpreted as acceptance or approval of this proposal as presented. The City of Arlington reserves the right to deny or approve said proposal subject to conditions if it is determined to be in the best interests of the City and/or necessary for the general health, safety and welfare of the public to do so. The Determination was issued on April 17th, 1995 and circulated to agencies with jurisdiction with a 15 day comment period. This comment period expires May 2 , 1995 . 7 A. BACXGROMM RECEIVED 1. Name of proposed project, if applicable: .Z 195 19, MILL MODERNIZATION 31TY OF ARLINGTON 2. Name of Applicant: ENTERPRISE LUMBER COMPANY 3 . Address and phone number of applicant and contact person: 3210 SMOKEY POINT DRIVE, STE. 201, ARLINGTON, WA 98223: ROBERT PARD0 4. Date checklist prepared: 02/16/95 S . Agency requesting checklist: CITY OF ARLINGTON . 6 . Proposed timing or schedule (including _ .phasing, if applicable) : PHASE A - 4-6 LN10MMS PHASE B - 4-6 MONTHS PHASE C - 4-6 MORM 7 . no you have any plans for future additions, expansions, or further activity related to or connected with this proposal? Urr,,00t,IIN =.T THIS TII:4E 8 . List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. L4 E 9 . no you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. NO io . List any governmental approvals or permits that will be needed for your proposal, if known. CITY OF ARLINGTON BUILDING PERMIT 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. Thera are several questions Later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. ADDITION OF BUILDINGS TO THE EXISTING SAWMILL WHICH WILL HOUSE ADDITIONAL SAWMILL EQUIPMENT. ',= EXISTING SITE ENCOMPASSES OVER 30 ACRES AND THE PROJECT, THROUGH PHASE C, WILL INVOLVE 1.7 ACRES. Z 12 . Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including street address, it any, and section, township, and range, it known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s) . Provide a legal description, site plan, vicinity nap, and topographic nap, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 19521 47TH AVENUE NE, ARLINGTON, WA 98223 TWN 31 RGE 5 SECTION 16 To BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. M;VIROP 3=A.L ELZMM. JTS 1. Earth a. General description of the site(circle one) : lam rolling,hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope) ? 1% C. What general t,roes of soils are found on on the sita for example, clay, an , gravel, peat, Muck) ? If you :chow e classification of agricultural soils, specify them and note andy prime farmland. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. NO a. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of gill. LIMITED FILL ON NORTH BOUNDARY: SOU^.CE: EXISTING SITE 3 i f. Could erosion occur as a result of clearing, construction, or use? Zf so, generally describe. �. "A No g. About what ^percent of the site will be covered with impervious surfaces after project construction(fOr example, asphalt or buildings) ? PHASE A - 0% PHASE B - 7% PHASE C - 7% (NO CHANGE FROM PHASE B) h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: NONE 2 . Air _ a. What types of emissions to the air would result fzom the proposal(i. a. ,dust, automobile, odors, industrial wood smoke) during construction and when the project is comp feted? if any, generally describe and give approximate quantities if known. CONSTRUCTION: DIESEL FUEL FUMES/DUST OPERATING FACILITY: DUST/WOOD DUST b . Are there any off-site sources of emissions or odor that may affect your proposal? Zf so, generally describe. NO c. Proposed measures to reduce or control emissions or other impacts to air, if any: NONE ABOVE 'THOSE IN EKISTENCE 3 . Water. a. Surface: Z) Is there any surface water body on or in the immediate vicinity of the sita ( includiag year-round and seasonal streams, saltwater, lakes, ponds, wetlands) ? If yes, describe type and provide names . If appropriate, state what stream or river it f lows into . NONE • :. I I l Z) Will the project require any work over, in, or adjacent to (within Zoo feet) the described waters? If yes, please describe and attach available plans. NO 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicated the source of fill material. NONE w4) Will the proposal require surface. water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. NO 5) Does the procasal lie within a too-year floadplain? If so, note location on the site plan. NO 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of wasta and anticipated volume of discharge. NO b. Ground: i) Will ground water ba withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. NO Z) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for axaaple 03Le3t1C saVa ' a , industrial, coatalning the 2ollow:ng chemicals . . . ; agricultural; etc. ) . 3 �Y Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable) , or the number of animals or humans the system(s) are expected to serve. NO CHANGE TO EXISTING DRAINFIELDS c. Water Runoff (including storm water) : 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if ;mown) . where will this water flow? will this water flow into other waters? If so, describe. SOURCE: RAINFALL CONTAINED BY EXISTING CLOSED SYSTEM OF DRAINS, CULVERTS, AND PONDS. 2) could waste materials enter ground or surface waters? If so, generally describe. NO d. Pr000sed measures to reduce or control surface, ground, and runoff :=pacts, if any: NONE 4 . Plants a. check or circle types of vegetation found on, the site: _deciduous tree: alder,maple,aspen,other t avergreen tree:fir, cedar,pine,other shrubs X grass pasture crop or grain wet soil plaats : cattail , butt ercuv,bulrush, skunk cabbage, other water plants : waterlily , ae!.,--ass,milf oil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? DECIDUOUS AND =GRE:-11 . . . LESS THAN 0.1% OF COVER c. List threatened or endangered species known to be on. or near site. NONE 0 ., I I I I d. Proposed Landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: NONE, SURROUNDED BY GREEN BELT S . animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk,heron, eagle, songbirds,other: mammals:deer,bear, elk,beaver,other: fish: bass, salmon, trout, herring, shellfish, other: NONE b. List any threatened or endangered species known to be on or near the site. NONE c. Is the site part of a migration route? If so, explain. NO d. Proposed measures to preserve or enhance wildlife, if any: DOES NOT APPLY 6 . Energy and Natural Resources a. what kinds of energy electric, natural gas, oil, wood stove, s ;rI.�1 be used to meet the completed project' s energy needs? Describe whether it will be used for heating, manufacturing, etc. yANUFA=ING 7 r ' b. Would your project affect the potential use of solar energy by adjacent properties? if so, generally describe. NO c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, ,if any: POWER FACTOR CORRECTION / HIGH EFFICIENCY MOTORS WHEREVER POSSIBLE AND FEASIBLE R 7. Environmental Health a. are there any environmental health hazards, including exposure to toxic chemicals, rick of fire and explosion, swill or hazardous waste, that could, occur as a result of this proposal? if so, describe. NO 1) Describe special emergency services that -might be required. NONE 2) Proposed measures to reduce or control environmental health hazards, if any: DOES NOT APPLY b. Noise 1) That types of noisa exist in the area which may affect •Tour Project( for exampla: traffic, equPment, operation, other) ? AIRPORT AND ADJACENT INDUSTRIAL PROPERTY 2) That types and levels of noise would be created by or associated with the project on a Short-term or a long-term basis (for a z 1 �: example : ti'Affic, construction, ` operation, other) ? Indicate what hours noise would come from the site. Shortterm: Construction truck and vehicle traffic noise and construction fabrication noise. Longterm: Current noise levels will be diminished by bringing existing noise sources inside buildings from their current outside Locations. 3) Proposed measures to reduce or control noise impacts, if any: Noise will be reduced by enclosing existing noise sources, changing processes, and changing equipment use patterns. 8 . Land and Shoreline Use a. What is the current use of the site and adjacent properties? Sawmill and lumber manufacturing adjacent to Arlington Municipal Airport to the South and residential .subdivision to the North. b. Has the site been used for agriculture? if so, describe. No. c. Describe any structures on the site. Metal sawmill building, wood framed chipper buildin , portable offices and lunchroom, wood framed rolling stock maintenance d. will aay, ss}3uct"=es° erdamtoa iMerFcifbsolding. What? None. a. What is the current zoning classification of the site? Industrial. f. What is the current comprehensive plan designation of the site? Arlington Airport Industrial. g. If applicable, what is the current shoreline master program designation of the site? Not applicable. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No. 9 1: � e: 1 i. Approximately how may people would reside or work in the completed project? CURRENT: 46 PHASE A: 60 PHASE B: 58 PHASEC: 67 j . approximately hour many people would the completed project displace? NONE k. Proposed measures to avoid or reduce displacement impacts, if any: DOES NOT APPLY 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plan, if any: TENSION OF CURRENT USE 9 . Housing a. XnPrOximataly how many units would be Zrovided, if any? Indicate whether high, niddla, or low-income housing. DOES NOT APPLY b . approximately how many units, if any, would be eliminated? Indicate whether high, middle or low-income housing. DOES NOT APPLY c. Proposed measures to reduce or control housing impacts, if any: DOES NOT APPLY Lo . aesthetics a. -what is the tallest height of any proposed structure (s) , not including antennas; what is the principal exterior building material (s) proposed? BUILDING HEIGHT: 45' =IOR: SHEET ,,TAL +0 i b. What views in the immediate vicinity would be altered or obstructed? NONE c. Proposed measures to reduce or control aesthetic impacts, if any: NONE 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? STANDARD POLE MOUNTED STREET TYPE LIGHTING AFTER DUSK b. Could light or glare from the finished project be a safety hazard or interfere with views? NO C. What existing off-site sources of light or glare may affect your proposal'. NONE d. Proposed measures to reduce or control light and glare impacts, if any: NONE 12 . Recreation M. What designated and informal recreational opportunities are in the immediate vicinity? NONE b. Would the proposed project displace any existing recreational uses? If so, describe. NO C. Pr000sed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or aplicant, if p any: NONE 11 I I r 13 . Historic and Cultural Preservation a. are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? IL so, generally describe. NO b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. NONE C. Proposed measures to reduce or control impacts, if any: DOES NOT APPLY 1Z 14 . Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Shoot on site plans, if any. TWO LANED PAVED; 47TH AVENUE NE; NO CHANGE TO EXISTING ACCESS b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? YES .c. How many parking spaces would the completed project have? How many would the project eliminate? 48; NONE d. will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? I� so, generally describe (indicate whether public or private) . NO a. will the project use (or occur in the immediate vicinity of ) water, rail, or air tra-nsm_ortation? If so, generally describe. NO .0. How many -vehicular trips per day would be generated by the completed project? I. known, indicate when peak volumes ;could occur. PHASE C: 21 MORE PRIVATE VEHICULAR TRIPS/DAY: PEAK PRIVATE VEHI= TRIPS AT 5:30 - 6:00 AM AND 4:30 - 5:00 PM q. Proposed measures to reduce or control transmortation impacts, if any: NONE i.J C, �\ Is . Public services a. Would the project result in an increased need for public services (for example: -_ra protection, police protection, ea�� care, sc ools, other) ? If so, generally describe. INCRFASED SQUARE FOOTAGE OF BUILDINGS b. Procased measures to reduce control direct impacts on public services, if any. ADDITION OF HOSE REELS IN STRATEGIC LOCATIONS 16. Utilities a. Circle utili=ias Cur=entl'7 available at tha site; aiectricity ? natural gas, Vata= sf'ase sere c �alaonone sea__ _ sever, eDc:.c s•rs gem other. b. Describe the utilities that are proposed for the project, the utility providing the service and the general construction activities an the site or in the immediata vicinity whLich might be needed. SAME aS FISTING C. S i GNATURC The above answers are true and complete to the best of my knowledge. r understand that the lead agency is relying on them to make its decision. Signature: Data Submittad: L4 lb EXHIBIT A That portion of the Northeast O_uarter of the Southeast Quarter of Section 16 , and that portion of the Northwest Quarter of the Southwest Quarter of Section 15 , Township 31 North, Range 5 East of the Willamette Meridian, described as follows: Commencing at the Northwest corner of the said Northeast Quarter of the Southeast Quarter; thence S 0' 27 ' 38" W. along the West line of said subdivision, a distance of 1199 . 73 feet; thence S 87 ' 15 ' 02" E, parallel with the South line of Southeast Quarter of said Section 16 , a distance of 173 . 53 feet; thence N 2 ' 01 ' 13" W a distance of 605 .83 feet to the True Point of Beginning; thence continuing N 2' 01 ' 13" W a distance of 42 . 52 feet; thence N 0' 39 ' 52" E a distance of 211. 98 feet to a point referred to hereinafter as Point "A" ; thence N 5' 20 ' 07" W a distance of 60. 13 feet; thence N 84 ' 25 ' 58" E a distance of 20 . 35 feet; thence .N 1' 47 ' 24" W a distance of 128. 62 feet; thence S 83 ' 57 ' 28 E a distance of 480 . 17 feet; thence N 82' 17 ' 57" E a distance of 134 . 11 feet; thence S 86' 14 ' 41" E a distance of 585 . 29 feet; thence S 0 ' 30 ' 40" E a distance of 445 . 44 feet; thence N 88 ' 57 " 28" W a distance of 1262. 37 feet to the True Point of Beginning. TOGETHER WITH the following described tract: Beginning at said Point "A" ; thence S 64 ' 56 ' 43" W a distance of 139 . 70 feet to a point that is 20. 00 feet East of the West line of.:-said subdivision, as measured at right angles thereto , and which point is on the East margin of that County road known as 47th Avenue NE; thence N 0' 27 ' 38" E, along the East margin of said road, a distance of 120 .00 feet; thence S 89 ' 32 ' 22" E a distance of 120 . 01 feet; thence S 5 ' 20 ' 07" E a distance of 60 . 13 feet to the point of beginning. Containing 13 . 33 acres. Situated in Snohomish County, State of Washington MAR eft I I I APPENDIX D: RETENTION POND RECORDS FROM JOHNSON COASTLINE ASSOCIATES, DESIGNERS #920502 e n v i r o s I I Janson COASTL 4EASsoc Date: 29 June 1992 2911 Bond Street Job Number: Suite 201 Everett, WA 98201 (206) 259-6071 Everett (206) 362-6884 Seattle Job Title: PORT GARDNER TIMBER CO. Location: Arlington, WA To: Robert Slabodnik ENVIROS Inc. 5808 Lake Washington Blvd. NE, Suite 100 Kirkland, WA 98033 We are sending herewith: Copies Description 1 Sheet C-1 dated 2-20-81 1 Sketch dated 2-27-81 1 Final drainage report dated 3-25-81 1 Letter dated 5-14-81 _ For Approval _Take Appropriate Action For Your File XX As Requested Remarks: JOHNSON/COASTLINE ASSOCIATES, INC. 1 By: Ryan L. Zass, P.E. J Senior Project Manager EngineeringiPlanning—2911 Bond Street, Suite 201,Everett, Washington 98201,(206)259-6071/Seattle 362-6884 I� �i � !r I lFE e' May %14 , 1981 � A IS( .0 1 so—Oi9 C &ASSOQATEsonc Mr. Howard Dorsey PORT GARDNER TIMBER CO. P. O. Box 1478 Everett , WA 98206 PEE : As-Built Drainage Dear Howard: Jim Alderman, of Snohomish County Hydraulics, talked to me some time ago. I haven' t been able to get in touch with you by phone, so I am sending a letter of explan- ation which Jim gave me. The County reviewed the as-built drawings sent to them and the completed work. Jim said their only comment was that they want a 12" diameter tight-line pipe ex- tended from the manhole, located at the northwest cor- ner of the property, to the north side of 196th Place. Jim said that the corner house, with the well, has caused so much concern that the County people want to be positive that there is no possibility of any water even getting close to his well . Jim also said he would write a letter to you, if that was required, otherwise the phone call was sufficient for him. If you need more details or other informa- tion about the work required, he can give it 'to you. He assured me, over the phone, that if that work was done, the project could be signed off. When the work is completed, or ready for backfilling, I would like to look at it so we can assure them of what is in the ground. The County, of course, will want to look at the finished job , also, before they sign it off. If you have any questions or comments, please call me. Sincerely, LE_R JOHNSON & ASSOCIATES, INC. PyAa. RAB:mo Engineers Architects Planners Surveyors 19655 19th Ave. N E. Seattle, WA 98155 (206) 362-6884 • Everett 259-6071 �`1 wi�swow w��w orww�e•t�-w F ; �,o�c sr�aer M�r� wRr�d4trS POL, iNV4AAp f" 9t4lNLITY. ` R.1T B+A r ' N�'f BE P,Ei�UIhG� �yu:ca st{� M�.'L►L e ' -rdlokY es qr�,t sa J � I l_ ((,� j,, r .pj p��,O�L, - . _ �� Engineers Seattle.washington job n�°-c �..,� Architects (206)362-6884 L non Planners EvereR.Washington sheet T 64RDN E� TIC ,'�° (206)Zs - oy&A_cSO�in date Z1-aa I - I I _ •�i:ir•:�.�'�.:i._. �i:�..�� .f�.:�i...: � �►,�...�.n.���i.�i....► aY-u..- ��.rf..�.��• i�:�a'i. - "�'_�i/{ �• :•��� x �.. :�• yam``` �f .` "� •�••': ~_ •• .. � e 7�,ti -`' - - T�Q �F 6G-i-1fC. ��EL• {•Ol•_ �•� . �-x �Z��wrr Al INJ x PIC •- III �VQtL�►t�t4 ,G( QrriZ.-: _ 70 i s. -rid.-t-4`4;19�m _ - - ..E-- i: . . • - _sty. xyNi~N� ��• - -� .• ', ,.. .: � _ . • �- :. �M - r-� ' 1H E3E' • ND ep y; IA I �4.H'rWwr- G/A F Tad;D.P: C:1-�' .-�•- _ I y I l� C w-rL.F"r- P.1Pc. SUOIS1Aa1 ETA -�. :'r�{ r Try Z N W W W to j aav? � W Q O 3 � CM V C cn ! lSU FiS :CN G�•1G��t I� -Ks j rr�: p5�LS �Cr C4LS tits T r �F t�1D 4N'D ..QtL- S►'�.;%r�A r-rfPL- -Sl (� i &azsocaTFs,inc March 26 , 1981 30-019 C Mr. Jim Alderman SNOHOMISH COUNTY HYDRAULICS Snohomish County Courthouse 5th Floor Everett , CIA 98201 RE: Port Gardner Timber Company Drainage. Dear Jim: Here are three (3 ) copies of the construction work that has been done on-site , along with a Final Report and calculations. I have included all points that were mentioned in our February 17 , 1981 , phone conversation. It appears that this is a system, now, that will work for Port Gardner Timber Company and will also protect Snohomish County and the surrounding private dwellings . If you have further comments, please call me. Sincerely, LEE JOHNSON & ASSOCIATES, INC. v Ray A. Brown RAE:mo cc : Howard Dorsey Port Gardner Timber Co. Engineers Architects Planners Surv3yors IYd55 19rh Ave. N.S. Secrrla. WA 9S!5S (2C61 562-66 04 . Evorc:r 259-6071 ., '.. r I tip" •v, 1 March 25 , 1981 "&asscaa-r��s,�nc 80-019 C PORT GARDNER TI3SER COMP AINY FINAL DRAINAGE REPORT The following pages of calculations have been done after con- struction and after field measurement and elevation infor- mation has been compiled. There have been substantial changes from the original desijn drawings and these changes have added protection and an in- creased safety factor to the surrounding areas . In place of an outfall ditch, which could become overloaded. during heavy flows and flood the area to the north, a 12" diameter, perforated ripe has been installed. The pipe has been constructed at a nearly flat slope enabling outfall eater to infiltrate into the soil from below the surface . This allows the water to not only distribute in a more even- ly spread area, but also to be treated by the soil . The per- forated pipe ends about 175 feet east of the domestic water well located near the northwest corner of the property and 12" diameter tightline pipe runs west to the .manhole. A gate valve has been installed on the outflow pine of Pond u2 to allow for runoff control . This not only will prevent excess runoff overloading the existing County ditch, but also can be used to close off the pipe, if necessary, and force all runoff to be stored on-site for short periods of time . A Tee section with a 1" diameter orifice and a ring section on top has been installed at the outlet pipe of Pond T1 to make use of all available storage and to increase detention time. This also wil_ allow only a skimming from the top during heavy flows. The use of the two ponds, in place of just the expansion of the one pond, creates a much greater storage capacity. This is indicated in the calculations which originally were done for the release of 2 cfs and storage calculated for a 10- year storm frequency. The release, now, of 1 cfs at a 25- year storm frequency requires 53, 025 cf of storage. Pond m1 and Pondrr combine for approximately 70,282 cf. The ponds , therefore, have the capacity to store approximately one and one-third (1-1/3) 25-year storms up to the high water mark. Above the high water mark, which is the top of the catch basins in the log yard, there is 8. 2 feet to the top of the dikes and a combined pond storage capacity of 177, 700 cf. Also, once the water goes above the high water mark, there is a substantial amount of storage avail- able in the log yard itself . This construction has been Engineers Archurects Planners Surveyors 1;4S5 19th Avr. N.E. S:Ottla. 'NA 78i55 (7,06) Z62.6884 • Everett 259-6071 ... • y 1 March 25 , 1981 80-019 C Port Gardner Timber Co . Final Drainaze Recort gage 0 done to keep overflow runoff from the 100-year flood and other extensive storms out of the log yard, but it can readily be seen that there is more than necessary stor- age available before any harm can be done to surrounding areas or the County ditch. The 100-year flood overflow is actually a pumping system which has successfully been used for the past five years in keeping water out of the County ditch. The 100-pear flood runoff will be pumped from the ponds to the existing greenbelt areas to the south, as required, to prevent flooding of the yard: This will serve as a better design for overflow than the pipe shown pre- viously, as it prevents the overflow runoff from getting too close to existing dwellings. This pumping system has been ade- quate to present and maintenance will be provided to ensure its use in future years . However, if for- some reason the pumping system did fail , the calculations and above discussion indi- cate there is more than adequate storage available to control runoff without endangering surrounding areas until the system is put back into working order . I is evident from the drawings and attached calculations, there is on-site storage available to control a 25-year storm without releasing a large amount of water to the County ditch. There is also on-site storage available to control a 100-year storm without overflowing to the County ditch or endangering surrounding areas and there is a system which will release that runoff away from populated areas . If it was beneficial to the County to have the existing ditch updated, it would be recommended. However, because of the above discussion, it would not appear to be beneficial to the County nor would it appear to add to the life of the ditch to have this work done . Ray A. Brown /mo MEN Mill It Ellin MERE mom. Ell Ml 111101111111 IUIMM�, OMNI ME I MR mom MINIM 0 m mom OEM mMMIllM MIMI[MIN ���v������ 11111111101111011 OEM ME .r.. .r m�!mm ran' VA iiMR � IMF PA ISM oil Ems BE mmmw� -- - - �� NOR .� �' lid SEEMS Win �v IIIIME - IllimININIMME _ r SEE SEEM 1� IM - vmml M BMW ffmMMJ OWN ONE IMEME IMMENSE SEEM MWWMIMMMII ®®M®u s�u�sMEESE ! MEMM OEM 0 � . A � . r�I-tr- ,�� mpg n e� ■In ISFAI Nil ■��� INS IS mom ■gnu`.�..,�.■� ��■■�■■ FIS ISM ■■■■■■ ■■■■■ ■ �� ■■■ kiwi IN■SIMEW WIDE ■■111■■■ i. I■■ ■■■■ ■■■■■■■ ■■ ■ ■■■ ■■■ ■IS ■■■■■ ■■■■■■■■■ ■■■■■■■■ ■■■■■■■■■ ■ ■■ ■■■■■■■■ ' 1 T DETENTIOr/ RETENTION VOLUME JOB N0. l cfs Total Original Q,, from Site cfs Total bypass Qb cf s Allowable Q off site (Q- = Qo - Qb) � 12 _cf s/Acre-C Qo = Qa A X-C f From table page q'3 min *x T = -25 + a (X ** constant from table) Vs = T + 2x T - Z Qo f t3 V Total = Vs x A x C f G In addition, Por: Gardner 'tuber constructed two retention p Is in 1972 and 1981, respectively. Located on the ,Lce's east side, these ponds were built e.pressly to receive surface runoff via underground drains. According to historic documents, the ponds were county approved and certified for community health and safety (Appendix D). ENTF.Rf=RI SF— LUMBER COMPANY ARL I NSTON, WASH I N67ON STRUCTURAL CALCULATIONS FOR SHARP CHAIN BUILIDINS SREEN CHAIN 5UILIDIN6 MAY 2 0 1995 G�of wAsr,,tic � y� a • �A l S'sIONAL��G EXRIRES: 12-15-9 PERRY ENGINEERING --_ - 3110 DOUGLAS CIRCLE • LAKE OSWEGO, OREGON 97035 • (503)636-8969 ,► I V 1 �• . . ' r f ' ,� � .� �S � Y�`P: -� ,� �- r i 1� ^� -- wZ- ti l� ► ro I►s � ��, , if 4 S� 5 <*.o 5 r to , �oxt2 1 z 2�L gZJCl2X"Z k07 � 571 �ioxl'z- 22 � U C r;.C�►,1642 (w ► N�� L C�i4 - t ��'1t2��la��IZL 1�� 1 � �2�� �1��4rzx�21 4�ti�: 1 �41 ll(v�24,, ll('js44 jo; "7-7 0 :j o 4 4-l8 4 xo �44LSxls,,s !Q PERRY ENGINEERING ■ 3110 DOUGLAS CIRCLE ■ LAKE OSWEGO, OR 97035 ■ 503/636-8969 .� � ~ U - ^ - , '. / | / / ~ �^ 20t!:r- z d- PERRY ENGINEERING *** MEMBER FORCES Load Combination Result's McCT m LCOU Vial 0 Q War @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Comb (kips) (kips) (K—ft) (kips) (kips) (K—ft) i 1 -:L_'_ _I 4.785 E. 966 _v i. _ . ._ a .__. 106.377 L 11 . 933 1 .699 --1 2B.593 --.93 19.948 -ti _ ._ _, A 17. 110 7. 11i_, 58 -7 n 00 -15. 111 4.205 1 93 z 13.392 7.619 0.000 i 1. — __. _30 -v 1._— 3 3.322 .28 2.007 . — —— .28 —_. —lire 20.392 7. 449 f`9 — C a 6'_ --i. . -. —'1 3. 952 145. 50 -9. 5f. _—.. . —:_. —1.1 .. 0111 11 . 504 1=. 872 -- . —=ii -- :I 6. 04 1 i tl 1 . 127 — _.6 — 85—. h;_tes; 1. Positive 1xial forces act in the positive local (member) g direction= 2. Positive shear forces act in the positive local (member) y direction. 3. Positive bending moments act counter—clockwiS2. 1'-FRAME Linear Elastic analysis results Str No. -_ 10 May 95 ` : _. ._ pit We e 1 � - I ,, r ;;2' �I PERRY ENBINEERING *** MEMBER FORCES ## Load Combination Results Mem Load Axial @ LJ Shear @ Q BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Comb (kips) (kips) (K-ft) (kips) (kips) (K-ft) 1 ,70 11. 459 8. 361 5. 478 -8. 852 16.308 2 19. 343 1 2 . -19. -L -9 .8 - 0 721 .517 . 1nq _ 8CEO . '�'- 4 97 . 863 -1 . 5_''' 4.826 ��vJ_ 4 �ry .8,_6 14. 924 24. 198 -tl .7 18 -12,-7f 12 -_TG.6: 18' 17. 765 36. 655 -1 . 119 --12. 91 1=8 i 19. 321 9. 428 10.721 -19. 303 '1 0 12.524 , 11 17. 791 4. 159 -17.-15- -12. 212 26.45-- 9 ..476 -,580 _. .':AD -.456 .301 -4. 411. 4 4. 610 10. 477 -1_7 -4. 02 248 0.CC_' il C 17. 55 12.212 - 6. 453 - 1r.. 9?0 -11 . AZO 55. 168 1 r� 1 _C 3.625 -46. _ '1 5.803 -1 ,00 52.246 i 19.292 9. 989 - 6. 451 --'19. 62 -110. _ _4 61. 051 . 456 -a 01 4.411 -.4 J .026 -4.90 1 16.990 11 . 430 -55. 168 -"16.926 -10.644 81 .979 1•- 3.35B 7.766 -78. IZI 13 _ v -5. 1 3- 94.077 :i .07+T 2 . 190 -7. 834 --40, 4 4 -. 170 7. 567 21. 699 -.47r-' -.76_' 7.576 .500 . 501 . . 11 _ -.500 -.501 9. 117 .521 . 237 -10. 014 1 3.015 a _L -95. 5 1 -2 .906 1 . 387 -,C a 1 i 1:1 -- 1. 475 --' 4 95 --59. 5 6 1 -1 , 41 f 1 6. 293 45. 244 5. ,_.44 2 . 1.= S, - . 03 -3. 63B -. 127 7, 044 -11.788 -.5'_1 -.237 10.014 1''! .542 .r_122 -i 0.=,-,A_ r'-Fl-.F?r''IE Linear Elastic analysis results Sir-. No. 39 PERRY ENGINEERING ENTERPRISE LUMBER - SHAFT_,_'HA I N FRAME -- 75" BAY Load Combination Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear, @ GJ BM @ GJ No. Comb (kips) (kips) (fg::-ft) (kips) (kips) (K-ft) i.r- 1 -- 032 . 125 -106.259 -3. 141 2. 509 103.365 -. -.542 -_0i2 10. 275 .521 _a^- 10.0 n, L 1 . 926 -_ JC+7 28 98 -1 7.760 0 11. 1018 16 1 3. 141 -_.50 •-103.365 --- 5. 139 94.075 C•1 i .237 3-F 10.014 Yice}1 0 _ 50 1 1- 17 1. 3.250 -_1 1:- _„ . i_775 -3,35E 7. 766 78. 401, -.500 .501 9. 117 .479 -.7j`_ -7. 576 A -L1 l 1 a 3 i - �5 ?:J _ v _�i:_: -. +'1:•:�t -f'y v:ji.� _ � -'1-F i�9.351 v 1L�_J _ ,�'LL(i { C -+�_i5 -_. •55 f ''fie 11 --. i-_1 9a -:1 -30. 462 F_{ 1 3.358 - . 76 -78. s'01 -_ a 46 10. __- 56.350 4 3. 414 -10. 125 -39. 740 -_. - 12. 362 12. 51 2-: .j _ : 1 1 1 -_a 5 i 30. 462 -s_a ___ 10. 141 _5 4 a 1?T 46. 60 2 -1 a 1- 11 . 219 76.643 17.04 -11 .493 -:1=.052 - .435 .02 4. 809 -. 456 -a 01 .411 -19. 750 1C,839 55. 717 19. 686 10. ,53 -30. 342 ✓0 1 -Cv =\._. Q. 625 -'-}:_.161 r: 5. 587 6.240 34.637 :l.6 :156 301 4.411 -,4 -.5 - 1'.1 4 -1 rl._:. 2. 494 -...1 . {. 6 13. 728 -a =5 20. 80 22 1 -5. 4 ` -_. -_1 -1 6.3 9 5. 371 11.159 -v --I'� :19 1 .588 - -17 _'1 LAC -r_'-s 4 -13 !2i'1 - 0 -_lG 31!- 1- r'1_ 4.954 9. 450 5 -10 557 7.720?_'_i -13. 6_ 19.493 1 Fr; 30.640 analysisP-FRAME Linear Elastic 12 May 05 09:__._ _tin r'_gc: i A U 2/ Z4- 4A E M 6-C 12 S 80,0 3 �►4a Q E-- 4 ,10 z ID, Gaxl'Z T� -71,8� �2� l �4 g'1, 12 —�i� = IR, �4x1��i3 z 25IZ �— II� l - - ,l00 X l 2x 0 1�z 90 G 12- �.4 1,�4 22 9 414- Z PERRY ENGINEERING ■ 3110 DOUGLAS CIRCLE ■ LAKE OSWEGO, OR 97035 ■ 503/636-8969 1 �� � �� bore, /° PERRY ENGINEERING o}�� ^~~ ENTERPRISE LUMBER - SHARPCHAIN FRAME - 19~5' BAY /��Aw| *** MEMBER FORCES Load Combination Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Comb (kips) (kips) (K-ft) (kips) (kips) (K-ft) 1 i 16. 061 -1 . 397 0.0Q0 -15. 203 1. 397 -9.781 2 -. 760 5. 026 0.000 1 . 619 -3. 919 31.303 3 3. 158 .089 0. 000 -2. 299 -. 089 .67A 4 12, 383 1, 269 0. 100 -1i . 525 -. 715 6.944 5 3. 973 4' 481 0.000 -3. 114 -3, 372 27. 486 1 l 15. 203 4.397 9'781 -13.311 1 -397 2 -1 . 619 3,91� -31. 3O3 3,5�0 -1 . 350 72.57� 3 2.2�9 ,089 -.124 -308 -,029 1 .997 4 11 . 525 .715 -6, 944 -9, 633 .5W 2,401 5 3. 114 7.372 -27.486 -1 .223 -,804 60.347 3 1 8.556 2. 551 27. 720 -7. u07 -2' 551 Q. 334 2 7. 107 -8.702 -68.240 -5.q58 10.513 -21 .530 3 .617 -, 177 -1. 933 .532 , 177 ,276 4 10, 743 -2.075 -9, 382 -9. 594 2.980 -14. 189 5 10,019 -7. 701 -57. 362 -8.870 9. 512 -23.037 4 1 16. 061 1 .397 0. 000 -15.203 -1 .397 9. 781 2 7.935 a,441 0. 000 -7. 076 -3, 556 27. 990 3 3. 158 -. 089 0.000 -2.299 .089 -.624 4 16. 731 3. 464 0. 000 -15, 872 -3, 022 22. 703 5 12.668 4.986 0.0A0 -11 . 809 -4. 102 31 .807 5 1 15. 203 1. 397 -9. 781 -13,311 -1. 397 31. 322 2 7. 076 7.536 -27.990 -5. 185 -1 .608 67,902 3 2.299 -.089 .624 -.408 , 089 n~597 4 15,872 3,022 -22. 703 -13. 98i -2.048 11.785 5 11007 1. l02 -31 .807 -9, 918 -2. 154 80, 025 6 1 8.556 -2.551 -27.720 ' -7.407 2. 551 5,50-, 2 -5. 604 -E. 534 -63. 759 6.753 5. 717 -0.685 3 ,617 , 177 1 .933 .532 -°177 -076 4 0. 30 -1. 543 -56. 618 -3. 238 7. 135 -7.419 5 -2.693 -9. 535 -74 637 3, 841 10. 718 -20. 179 Notes, 1, positive axial forces act in the positive local (member) x direction. 2. Positive shear forces act in the positive local (member) y direction, 3' Positive bending moments act counter-clockwise, P-FRAME Linear Elastic analysis results Str No. 39 13 May q5 1: 36 pm Palo 1 i '5N'crrl_pfzts(!—:: (-F2r2 - c�s, ��2C,I►v�TO rV , (.� �76 f< ' G►4�4 N Pic. ''10� S4- I.14 ,� X � 43 5711260 Z7ee' /-7 4 - r,orz 6,OAA6 �wrti0 A J PERRY ENGINEERING 0 3110 DOUGLAS CIRCLE ■ LAKE OSWEGO, OR 97035 ■ 503/636-8969 PERRY ENGINEERING �1" ENTERPRISE LUMBER - =HAFrn NA I i FRAME `END SAY * MEMBER FORCES Load Combination Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM GJ No. Comb (kips) (kips) (K-ft) (kips) (kips) (K-ft) 1 8. 339 -. 1T4 0. 000 -7. 81 . 134 -, _-5 3.717 .008 0. 000 -y_. 8 _' - r-0 . 057 5 2 _ ^•.fi1 3.405 . 319 2.292 -1. 101 --' ._% .18 flc.- 009 . 182 1 5.371 -. 178 2. 151 --4. 22 . 178 -_. 820 83 580 -59.0 7 -c 487 9.205 -19 ?O- _ .92 -.01 4 -._05 .224 .014 . 174 `T 1` 9.265 -+C -- 85 4 1 '.339 . 134 0.000 - . 4:_1 -. 134 .935 1 7. 481 . 134 . 9_5 89 -. 134 2. 995 5.371 . 178 1=2 -`l. ._._.._ -. 178 _ . `teru r 2.030 .795 -31 + =r.T -. _'8.-: 4. 326 -6. 324 1 .35 4.212 3-920 -a297 -2. 653 4.761 "T.i- 19.386 - n-: -- T9 s -6.399 .005 -.225 -. 1.74 .008 . 136 -. 264 4 5. 020 1. 383 13.068 -4. 964 -5.21�: 1 .027r 9.560 E. 928 20. 851 -r. J2'_" -6. 4;_6 -4..:557 1 .297 2.853 -4.7.61 -.240 -1 .491 10.0?- �_ 4 4.964 5.218 -1. 02 --4. 908 -4. fill s 1 27;' P-FRAMELinear Elastic analysis results Str No. _q n___ 4 i PERRY ENGINEERING EN i ER RISE LUMBER - SHARFCHAIN FRAME -END BAY (WIN) Load Combination Results Mem Load Axial @ LJ Shear C LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Comb (kips) (kips) (K-ft) (kips) (kips) (K-ft) 9 1 .240 1. 491 -10.f?37 -. 1S4 -. 12J 12.000 2 9.407 5.475 -6.797 -9. _95 -5. 556 20. 1 94 4 4. 908 4. 048 -12.278 -4.951 -2. v75 20.687 5 9. 491 6. 040 '-10. 57 -9.457 -5. 591 24. 784 10 1 . 184 . 125 -12_0ii0 -. 127 1 .245 10.639 4 4.851 2. 875 68 7 -4.794 -1. 698 26. 242 ` c 9.457 .457 5.591 - A . 78 -G 2'- -5. 1-- . _'1 r 11 1 .083 -1. 233 -11. . '4r_' -.026 2. 607 6. 676 4 . 236 --. 726 -26.Try? -. 179 3.907 18.250 .356 778 -36. 08 321 4. 235 27. 175 12 1 -L 1z 76 .031 3.984 8 -1. '2'9 i .309 -_. 263 -24. Gil -. -"96 3. 194 16.684 n -.086 .045 .544 .099 . 11= -. ='!? `f . 179 . 907 -18.250 -. 122 5. 092 7.320 .321 - .._?5 -i . 1 7 c -.s2'.. 6 4.696 t6.327 13 1 -.031 -_. '984 1. 329 .089 5. 366 -12. 686 2 . 296 -_ . 19": -16.684 -. 293 3. 128 9.00. ,r_99 . 115 .350 . 113 _a 1 l.'{_. = '09 C 2 86 -4 96 --1.6. 27 -. _C1 5. 161 4. 30 14 1 -. {_r'7'. --.366 12.686 . 146 6.751 -2 .407_ _ v 11•_ . 180 .{}r}9 . 126 v a_'l2 .521, ll .065 -t 280 6. 493 . _08 7. 472 . 1 '% 5 .251 -5. 161 --.. .._._ 16 5.630 -=.754 15 1 -. 1.iJ.._ 6. 751 27. 403 :r ES -_,. ,.'_'6_ --12. 687 Ci 1 960 -1 A8 - C7fl 3.998 -8.062 -. 126 24 -_ 521 . 113 . 180 ,r-,OV- 4 . 153 3. 959 23. 196 -.?11 -2.7. 1=.02 7 c i s -1 . 96 8. 754 -.54i 1. 865 -'2.70 r:7 r9 9 4 .211 2.767 15. 027^ -1. 579 --. 74'9 v . 542 -1 .865 12.715 -.5 77 i. ._?i? -17.91{_? 1.7 1 -.031 3. 984 1. 330 - 2. 6 7 6. 675 F-FRAME Linear Elastic analysis result_ Str, No. 39 13 May 95 4; 4.2 pm I (! PERRY ENGINEERING ENTERPRISE LUMBER - '=HARPCHA IN FRAME -END DAY Load Combination Results Mem Load Axial @ LJ Shear r LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Comb (kips) (kips) (K-ft) (kips) (kips) (K-ft) l..i. C .57 7 -Z.310 17_810 -.612 2. 791 -2.4.02? i is 1 .026 2.607 -_. 675 -. _83 -_..2__ 11.339, C Cr+ ` Cam[ . ..11 32 39 7.353 _ -�- 787 -7 1 i'1_ �_.. 75i i`la t'�,❑ -. 647 _. '1rJ 6E 19 1 . 127 1 . 245 45 -1 0.1'38 -. 1 7 . 125 11,999 i a __r 5.7E6 36. 514 9.217 •J a l:63 364 5 r a 1 :0 6. 282 32a483 9. 05 - .ea _i:L' _ . 20 1 a11i�_1:-T -a 1=5 -11.999 -. 240 1.491 10. 037 i v217 5.863 ,.tea .J61i 9. 204 -5.:944 8.022 - -9. `f 4 5. 944 8. 022 9. 191 -_. 43 6. 051 22 1 .LPG' --. _ , -4. 761 -.?C' 4e21 Il2 3.820 L -9. 191 5. :44 - . 051 9. 179 -5.345 19.397 -- . 123 - 9 - .701. .016 .067 . 123 . 111 .080 -. 1 r' -_.t::'_4 -. 00r1 -1 . 12 5 6.351 . 150 .i-i64 -12. 56_-: 236 -- . _-.8 12.709 .383 -.9t_!i' 24 1 . 123 1.85 -_843 .024 . 039 -.701. _. .036 i'_. _ . : 2 1_. fy 6.998 - 34- •3 :'mac- . 196 0 s-7 13. 840 -. 45 -4. 15 --1=. 6 93 .310 -1. 118 5 1 13.502 0.000 J{l0 0.000)00 -14.0 5 0.000 0.r 01'._i = -FRAME Linear Elastic analysis_ results Etr No. . - 13 May 4; 42 pin 1-_ ._ i _ _ FERRY ENGINEERING 1 ENTERPRISE LUMBER - SHARPCHA I N FRAME -END SAY C I`�W '�$ Load Combination Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial C GJ Shear @ GJ BM @ GJ No. Comb (kips) (kips) (K-ft) (kips) (kips) (K-ft) -. 4?.' CD'.000 ti,000 -. 11 0 0,000 0,(D00 4 11.415 0,000 0,000 -11 .995 0.000 0.000 5 4.200 0.000 0.000 -4.784 0.000 0.000 Notes- 1.. Positive axial forces act in the positive local (medber=) .. direction, 2. Positive, e shear forces -+ t positive .) tdirection. •�_' 1 �_ _ �C Ti_Y z_ In the u^;gal r.:em 1 ` . i 3. Positive bending moments _act counter-clockwise. �' F'-FF:(� 1�_ Linear Elastic,stic analysis results 5tr- No. 39 13 May 95 4:42 pm r•.___ n I LA 12 2 4 ao 0 r� , eke 13 , �� o �a ��iFT 3 0 1 �� 2S ,12 ni Tod �,T2ur 1� C`I�i� +- -1 4� 2 , 71 (�� P �'�, ; � taw L, 14 5' -7�o p5 rz x t iNt) w (4(,C,� --3, 1 (Y, 10 o. IP ', 2-T- '57•�o � L WIND GOL ¢2kp v, � G�lilDo z 22,4� 1'h� l,UBx 0 a �L -s26. vops , D07x QO x /B 9..5 x 2 X O,/0 3 x �2s� �_!�% •�7�f X wAL /11-7 2 -647 s PERRY ENGINEERING ■ 3110 DOUGLAS CIRCLE ■ LAKE OSWEGO, OR 97035 ■ 503/636-8969 FERRY =--jNir,-TK'PER I NG -HAIN D E.'-F R'ISE Url"! APR *** SUPPORT REACTIONS Load Combination Results Joint Load X-Reaction Y-Reaction Z-Reaction Number Combination G'.i ps) (k i p S) (K-T-t) ? 1 -74 J 4-IJ LAJ + I-L J_ — 6 . Cl i.on 4 F, j! -ection. j r t� 7- 48, '7,� 2-1 M r 41 lot 0 F 1,91�"7; e14 +�( 2 ,�y' �'���yt,5sll �'+✓) � �(L,2tB-r �I�y �� �� �� Z.�i �=Z,�l�`' 7,OS Z L A,- �O Z4 6,- -60 0 L X c, 0 tj i fri" PERRY ENGINEERING 14 or ENTERPRISE LUMBER - SHARPCHAIN FRAME - 19.7 BAY 6 All *** SUPPORT REACTIDNQ Load Combination Results Joint Load X-Reaction `!-Reaction 2-Reaction Number Combination (kips) (kips) WOW 1 1 .397 16.061. -5. 026 760 Z -1 . 07 16.061 ID 4-9 2 -4. 441. 7. 7 1-a-7 0.000 7� 0000 to 12.66E-4. 986 0 0 UAVJ Notes, 1. Positive OrEaCWOW act in the positive global X direction. 2. Positive Y-reactions act in the positive global Y direction. 3. Positive Z-reactions. act counter-clockwise. L,'--7� t--OO-T_1 AJj 1::r0 e ---'7 5' F>A L-1 : I �T+ 19,PA , �40 t 4 5 4 1 �- 6 1)75 1 r 1004 0,(P-1 1 /Z P-FRAME Linear Elastic analysis results Str No. W., 13 May 55 1:3 3 p r PERRY ENGINEERING ENTEF-PRISE LUMBER - SHARPCHAIN FRAME -END BAY ^ SUPPORT REACTIONS Load Combination ReSUltS Joint Load- X-Reaction Y-Reaction Z-Reaction Number Combination (kips) (kips) (K-ft) 1 1 . 134 B.339 0.000 2 -4. 400 .45B 0.0O0 � -.008 3.747 0.000 4 -2. 081 6.OB2 0,0�0 5 -4, 348 2. 1�1 0.000 2 1 4 8.339 2 -4. 096 B. 261 0.0«O 3 . 0oB 3.747 0.000 4 -2. 167 9.984 T.000 5 -4. 148 9.945 0.000 24 1 0.000 14. 085 0,00O 2 Cl, 3 0. O00 . 110 0.000 4 0. 000 11 .998 0.000 5 0.000 4.784 D.000 Notes: Positive X-reactiona act in the positive �lobal X direction. . 2. Positive Y-reactions act in the positive global Y direction, 3, Positive Z-re�ctions act counter-clockwise. / � ~' �� �&p���� ^m' ' "~, ' '` ' ~ ' 77 � ' . . - . KO,It -� ~ � ~,� � � \.� ^ u�� .. ' �� | / � �mu�� <�� ��u'/�/�� ~ �� �� ~7 . // /~ ~�\s~ -�(��o �� -`` � � � ��' ` � ^=� ~ - -` :" �~�^<Jo�' -- | 6 \1� ���/i'&�� �� ' �iJ� �«� ����,*�cx' ~- ` - "�o« - ^�/ -~ °- zc ��^ ' ` - � vn.0 =` �wo/ -~ V � ° (\ � P-FRAME Linear Elastic analysis results � *�� ' /����p '- ~` -«7�&�/`/»/� . 39 4:34 �m c=�� ! I Iv-r,5z[2fZ_ cZ7 L�- Ln►2. s- I - '� A,ie �,It�l --CON, 60 A . G(K !•l G A�+O �`'�el 1 l� �' 2� AeO67r— f2v�VlrU� , W 25' 1� (�jNO�-� pclr- ►�v ;. eti l2'C S !� , 4 ,� O , �� I c,. �: _ c. —� 2 l(,o w i ti Y� � ry .�IL� ��u�,l 1✓ G�C��D �N�> r r 14,24, �c 240 wlhd w��• --r2171neS '24;) i lG7ai� ICi' w �U.S <00 G� `1 �5� z CZs��� + 41. 5x �C� ,� IZSz ��,LoO 41000 t,5xi,�n� z D ,97X 2r'l� LPQ �2� L ��,8 {2�� ►'L �ilpt;`�L C¢,42 lQl(� (�4,2� 'R 0 4 . 0 rW�t 8 83 n 4-0 a 610,� 6. 4 4 T., PERRY ENGINEERING ■ 3110 DOUGLAS CIRCLE ■ LAKE OSWEGO, OR 97035 ■ 503/636-8969 i i T� 4x6, x �>I4 l�it2 ��� � 121Z/� � 1 XZS,<l2 I�1� --� �w' �,'I� X ��� � Soli ; Pz sow s-1 ; LIB o l��r V2 % � ) X �'�Co p� r24GIt'4P.� I 9 0 MA-,< roeeg _- `Z,o4 lee- 0A-P-10U5 GP 4-ZX12 ��, / I � b Co x,�'► L' PERRY ENGINEERING ■ 3110 DOUGLAS CIRCLE ■ LAKE OSWEGO, OR 97035 ■ 503/636-8969 ' i �, i I »~� »�~ / �c/ �m� ' x / - ' PERRY ENGINEERING ENTERPRISE LUMBER - GREENCHAIN FRAME - TYP, BAY MEMBER FORCES Load Combination Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Comb (kips) (kips) (K-ft) (kips) (kips) (K-ft) 2 1 19. 088 -2. 906 0.000 -16.773 2. 906 -44. 805 2 . 117 4. 918 0. 000 2. 198 -1 . 769 51 .699 3 3.050 . 133 0.000 ~.735 -. 133 2.055 4 15.670 -. 144 0.000 -13. 355 1 . 709 -14.284 5 6. 185 3. 768 0. 000 -3. 870 -. 639 33. 962 3 1 8,742 4. 167 40. 285 -7.336 -4. 167 -1,271 2 5,799 -5. 828 -48. 61l -4393 7. 993 -15. 888 ' 3 1. 010 -,204 -2,010 ,397 ,204 .097 4 10. 195 .824 11 .841 -8. 789 .259 -9, 096 5 8.724 -4. 174 -32.607 -7.317 6,339 -16,405 5 1 19,088 2. 906 0, 000 -16.773 -2. 906 44. 805 2 5.993 4.093 0.000 -31667 -1. 781 45.277 3 3.050 -. 133 0. 000 -,735 . 133 -2. 055 4 18.603 4.650 0.000 -16. 288 -3.494 62,772 5 12.051 5.243 0.000 -9, 735 -2. 931 63. 0083 6 1 8.742 -4. 167 -40.285 -7.335 4. 167 1 .271 2 -4,080 -5. 518 -42. 577 5,06 6. 923 -15, 665 3 1.009 .204 2.010 .397 -.204 -,097 ' 4 5.255 -6. 497 -57.435 -3. 849 7. 199 -6. 680 5 -1 . 155 -7. 172 -58'581 2,561 8.577 -15. 149 Notes: 1. Positive axial forces act in the positive local (member) x directicn. 2. Positive shear forces act in the positive local (member) y direction. 3. Positive bending momepts act counter-clockwise. 60M i� / +uu � f ��// 7 ' / ��� � 0 � � � ' 'r - 4/ f-�u �� P-FRAME Linear Elastic analysis results Str No, V.1 16 May 95 08:30 am `--- 4 i ' i Lr 04 NIJ 0'1r1 v4 1 I I r Izo � PERRYll� rRRY ENGINEERING � SIN I .4� �/`J ENTERPRISE - GREE NCHA l N LONG. BRACING MEMBER FORCES ** Load Combination Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial C GJ Shear @ GJ BM @ GJ No. Comb (kips) (kips) (K-ft) (kips) (kips) (K-Q) 1 1 2. 00 . 735 0.000 --. 01`: -. r'c 8.814 8. .:61 .676 0.000 -8. 661 -.676 _. 1 1 _ _iV 8.826 11 .355 .676 0. 000 11 . ._-C_ -.67L: 3. 1t 6 1 4. 948 . .ITS 0.000 -4.94 -. . -- &;-_- 7 1 2.016 -.6_'2 -8.814 -2. 01 L .682-- 0.000 1. 3.419 -. 6:u_ .=1_ -=. 41.'7 .682 0. oi:: 2 11 .353 -. 2 -_. 11:6 -11 .'5_ .628 0.000 2 1 .876 .001 .006 -'1 .876 -.001 .005 14 1 .001 .002 .014 -. 001 -. 02 .01s7. 2 -1 .871 .001 .004 104 1 .871 -.001 .006 19 1 2.040 .001 .005 0 -2.040 -.001 01 .007 .. 1 .87 .001 .005 -1.877 -.001 .006 R-FRAME Linear Elastic analysis results Str. No. 42 F',_o- i 1 PERRY ENGINEERING ENTERPRISE S - GREENCHA IN LONG. BRACING Load Combination Results Mem Load Axial C LJ Shear @ LJ BM @ LJ Axial C GJ Shear @ GJ BM C GJ No. Comb (kips) (kips) (K-ft) (kips) (kips) (K-ft) •2.O 1 f?.01.0 ' . 002 .013 0.000 -. 002 .013 . 'r'1 .002 .011 .001 -.002 _012 .tit 1 037 . 001 .004 4 2. 037 -. ilf_?1 . 006 -1 . 871 0. 000 .003 03 1.871 0.000 0 .005 25 1 2.042 .001 .004 -'?. f,)42 -. f-,f_?1 .005 2 1.979 0.000 . 002 -1 .879 0. 000 .004 26 1 -.001 .002 .012 .001 -. 002 .017 2 -1 .877 0.000 .003 1.877 0.000 00 .004 I 28 1 -1. 417 0. 000 0. 1100 1.417 0. 000 -.0% 2" 1.416 -. 02 -. -1.. 416 .002 _. .. 1 r'r 1 rr r3f?i? 32 1 -1 . ^1 9 0. 000 0. 000 1.419 0. 000 00 .002 2 -1 .304 . 001 0.000 1.304 -.i_?f_11 ,oil 33 1 1.419 -.002 -.024 -1. 419 .002 0.000 2 1.304 -.002 -.031 -1. :r_34 .002 .r 0'''' 36 1 --1 . 420 0.000 0.000 00 1. 420 0. 000 0 .001 2 1 .307 -.fir-'.._ -.011 -1. 3fi .002 0.000 3 8 1. -. 733 -. `_'f31 -.005 .292 .001 -.010 2 1 .821 -1001 -.01 -1 .821 .001 .00i 40 1 .5 -.001 -.011 . 145 .001 . 001 2 1. 148 -.001 -.r_?f_' -1. 148 . 001 0.000 41 J. . 1 = -.001 -. 01 -. •-96 , r:01 -.r_ir_?Fi 1 - 001 0.000 ,n dl - ilf':-3 42 1 -.t140 Q.000 .002 -.002 0. 000)ri0 -.f Y06 .470 0.000 .002 -.470 0.000 -.003 4:� 1 0.000 -.001 -.007 -.441 . 001 0.000 P-FRAME Linear Elastic analysis results Str No. 42 16 May 95 09: 05 am Pac- 7 i �� PERRY ENGINEERING "~'a/r' °-+�4- � ENTERPRISE - GREENCHAIN LONG. BRACING Load Combination Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Comb (kips) (kips) (K-ft) (kips) (kips) (K-ft) 2 .469 -.001 -.008 -.469 . 001 -.002 44 1 -.292 0"000 -,006 -, 149 0.000 .001 2 -.205 0.000 -.003 .205 0. 000 .002 45 1 . 149 0.000 -.001 590 0.000 -.005 2 -.205 0.000 -. 002 .205 0.000 0.000 ' 46 1 -. 147 O.000 -.O01 -. 295 0.000 -.005 2 -.882 -1001 -.004 . 882 .001 -. 009 47 1 . 293 -.001 -.009 -.734 .001 -.005 2 -.884 -.001 -.003 .884 . 001 -.004 Notes: 1. Positive axial forces act in the positive local (member) x direction. 2. Positive shear forces act in the positive local (member) y direction. 3. Positive bending moments act counter-clockwise. P-FRAME Linear Elastic analysis results Str No. 42 16 May 95 09:05 am Page 3 4 I PERRY ENGINEERING E'P.4-rPERFRISE LUM.-BER - GREEINCH;,yIN SUPPORT REACTIONS Load Combination Results Joint Load X-Reaction Y-Reaction Z-Reaction Number Combination (kips) (kips) (K-ft) P f,l 10 P..0 Df-0 6 V4 P 7.- ().N,W- lp= + 6 6. 0im'I 0 j 4 0�0 0 4- 7 -,-c L + 2'43 1,7 + CO J &atl 6 ("5 luow) r. 2 5 0' - 4 ;7, 14- 41 I S V -t-117 OAq gs + ---------- 4 5 (4)z. 0,4 �0 + a aw qb�f' 4y- ID) 7- OtC O o oo 2 4v ikA ZZI VIA49- � � O list l�� �I7 /(15; `tC � s 4I•�� 3 2 i� '� 4x q- � Sri Z ►'Z�z � 1`zl� ��j ��� 5 c�CrL4-7 FV,M JOHN H FRRRENS JR. 07. 15. 1995 23= 32 P. 1 FACSDU E TMNS USSION 07M SHMT (Including Cover- _-Y-•� � y 'r a� � x e� • �� FREM JOHN H FARRENS JR. 07. 19. 1995 23: 34 P. 4 PERMIT NO. 1796 SAWMML BUTLDM- , FOR ENTERPR3;$E UNIER CWANY., INc. 3210 5mokey Point: Dr., Ste. 201 d Arlington, WAJuly 19, 1995 MCINri`,R: J. Darrel Allison (503) 625-7311 Donald G. Rubatino (360) 579-2557 CODE DATA OC WPAWY GROUP: F-1 TYPE Or, C70N5'I1)u.1C]'1:0N: II-N (Sprinkled) SEPA RNMON: N - 145' Cpprox.) E - 0' To Proposed Green Sharp Building S - Not noted (over 60') W - 0' to Proposed Building Addition BUIMI.NG AREA. 38,982 S.F. OCCUPANT LOAD: 195 VALUATION: 38,982 X $30.70 X .8 Q $957,398.00 (Building) 38,982 X 1.80 X .8 - 56 134.00 (Sprinkler. System) y$1,013,532,00 Total PEWIT FM! $4,234.00 PLAN Q°M PM $2,752.10 Dear David: The submitted drawing.s have bc-x-.n examinod for compliance with the 1994 rAdition of the Unifozm Building Code. The following items should be correctec9 for t o seta before the permit is issued: 1. You should ensure that the city agencies such as Planning, Zoning and tl►e Public Works approve the project. 2. If the pr_o1-os(X1 buildings (less than 60 feet from the new sawmill building) are A, A or F-1 occupancy, they have an unlimited area. Any 3 occupancy less than 60 feet frcxn tie F-1 occupancy should be separated by l-hour. constiirc:ticn. 3. Sprinkler drawings should be suhmi.ttod. 4. Not less than two exits are required, not less than 3'-0" in width each and separated by not, less than 1/2 the maximum diagonal of t:he structure. S. A floor J.evr-3. at each side of all doors shall be not groats-r than 111, with a landing not less than 3'-0" in direction of: ejress. FROM JOHN H FARRENS JR. 07. 19. 1995 23. 34 P. 5 PERMIT NO. 1796 SAWILL t3IJI14DING MR ENTERPRISE LUMBER QDV NY, INC. -2- July 19, 1995 6. Stairs should be not less than V -0" wide with risers not greater. than 7" and treads not less than 11 inches measured horizontally between the vertical planes of the nosings. 7. Handrails should be. provided not lass than 34" nor nx>e than 3811, and should not exceed 2" in diameter.. S. Guard rails should have intermediate rails with spaces between member.• not more than 11-15/16". 9. The drawings sYm stairs to exterior doors which are appxoximat.r_..1y 22'-6" above the floor. The drawings should explain the use of the doors atx3 stairs. 10. Special inspection is re<-aired for_ a) Nigh strerrlth bolting (A 325 .Bolts) if used. b) Field welding. c) Dolt insLall.ation in concrete. d) Ca-icrete fouixiations with an Vc value over 25n0 p.s.i.. 11. Buildings should be provided with water closets, male arx: fern�al.ce and harrlicapped within the hui.lrling, or conveniently located in an adjacent building on the same prof*rty.. 12. Book 2 of t1-ie structural calculations wag not sent. Sincerely, ohn R. Farrens, Jr. ***END*** PERMIT NO. 1796 SAWMILL BUILDING FOR ENTERPRISE LUMBER COMPANY, INC. 3210 Smokey Point Dr. , Ste. 201 Arlington, WA July 19, 1995 ENGINEER: J. Darrel Allison (503) 625-7311 Donald G. Rubatino (360) 579-2557 CODE DATA OCCUPANCY GROUP: F-1 TYPE OF CONSTRUCTION: II-N (Sprinkled) SEPARATION: N = 145' (Approx.) E = 0' To Proposed Green Sharp Building S = Not noted (over 60') W = 0' to Proposed Building Addition BUILDING AREA: 38,982 S.F. OCCUPANT LOAD: 195 VALUATION: 38,982 X $30.70 X .8 = $957,398.00 (Building) 38,982 X 1.80 X .8 = 56,134.00 (Sprinkler System) $1,013,532.00 Total PERMIT FEE: $4,234.00 PLAN CHECK FEE: $2,752.10 Dear David: The submitted drawings have been examined for compliance with the 1994 Edition of the Uniform Building Code. The following items should be corrected for two sets before the permit is issued: 1. You should ensure that the city agencies such as Planning, Zoning and the Public Works approve the project. 2. If the proposed buildings (less than 60 feet from the new sawmill building) are A, B or F-1 occupancy, they have an unlimited area. Any B occupancy less than 60 feet from the F-1 occupancy should be separated by 1-hour construction. 3. Sprinkler drawings should be submitted. 4. Not less than two exits are required, not less than 3'-0" in width each and separated by not less than 1/2 the maximum diagonal of the structure. 5. A floor level at each side of all doors shall be not greater than 1", with a landing not less than 3'-0" in direction of egress. IM ' -1 T 1 1 ~ P. -4A1I WIMMY12 r 3c1'' �• �19 1" I'�'t r r+l!.p Mir, : Iv Z I TT arm- x in F _ yV r l iTmj-T - T` •' — I' I ' l- -j-QpqL ' '1 JT r r L' -,Ilia '— _i LM1111 u fi - TLj = I ' 11- ►-1 ' P ICJ I Y. 1 •Trjr'Ifj�j I ny\r . II .� - _ S ' . (•. 11 �q: jiii1& jnrf Y(j, lip! ;b qGL L L I I I — 6-1-0 rt:, _ _-m tm- p ' IA-7., —N: \� . • l 1. p, - 'I I j I I I -L N, _ . &Ij -mi[d 11'1n I I r rr.l 1 -1'I - W ' I I�il IT .3l0yZ r `iIl , . 1 ti +'.� «- - �I I _ �C J III*L ! L I_ I _ WLL J 1 ''=r�!P�•r ■ r ' m_O jM i u L' i 1 yam• ' J LLAJ rJIWy01 I= I■ -m 1\= IF �1 I I I-m _7 I - IS z 1 I IiM A Tlj I • - _ T L L r� L „ ru- Inrr1 -1 - ' 9-CRAM c=' ■- 1, bw 1 1 +— W13 U - - ■I `III_ I I Ir ns w - TL :1'1 1 - I mr,r i T} "'I '1 I rJ ri ffi • _III J7 � F' r.n_If I'G 1'� .�_ r .� •:�r.T-��:1 ryr� r•..r.:� ,■n►E. I -_I� ■►�- f J.�• _� III 1'I11mr—JL — -r'-K&- I ' - 1 ■ ' _ -Lr ' - - - -;. rA4 i_.L n % = wr/•. TLW P_ r I M •cw1h.- I I 11 r TI 1 =,1 r'f'• tbTm m 'F T I ' 1+? xm I I - ',•'• NDID-.0 Ab ai Ili, I mt --of V TI ri "■n I - PERMIT NO. 1796 SAWMILL BUILDING FOR ENTERPRISE LUMBER COMPANY, INC. -2- July 19, 1995 6. Stairs should be not less than 3'-0" wide with risers not greater than 7" and treads not less than 11 inches measured horizontally between the vertical planes of the nosings. 7. Handrails should be provided not less than 34" nor more than 38", and should not exceed 2" in diameter. 8. Guard rails should have intermediate rails with spaces between members not more than 11-15/16". 9. The drawings show stairs to exterior doors which are approximately 22'-6" above the floor. The drawings should explain the use of the doors and stairs. 10. Special inspection is required for: a) High strength bolting (A-325 Bolts) if used. b) Field welding. c) Bolt installation in concrete. d) Concrete foundations with an f'c value over 2500 p.s.i. 11. Buildings should be provided with water closets, male and female and handicapped within the building, or conveniently located in an adjacent building on the same property. 12. Book 2 of the structural calculations was not sent. Sincerely, Ok1n H. Farrens, Jr. Sr' r 1 1��li�l� I�ii::L�1C'lrl t�►-'I' ,F`1 ;vJ i I r 1 - .:�:;i �i'� uS'L� ;' �y.�� '=11:�fi�S1':I r��� ri liki •r�'4:`�rr y, XWEt—i-t 11.1 �.�;+ -'� t rtr Yd 1Lar11 -'JL' to z1 .a A.{f 1i'_7yt•4j9Cr �fr:�1 IC`i '1 :'r.� lILii T� ' �11� ]I� ;nY�I �sCt 1i� 14-u Ir. li, -try rarr ' L m-4ET t5c--d -1" 1 '.�-, _ 1 bnCii 1= C14 4M; CI i r. . 15 c err, ` IryM-ll 1,1.luti lbl r;i.T rlucfr.l - 1 '11jL41�'1!�'r+illZu t'-..rt�= ?1Zi i•;��`� �i: 1 �/.•1.1 .'i���� � __IR �L L 1 7 rLr CU' U Yti7 i_r r+ _ f L"1Id I=- zn.a'1.fi•i7i lr l Z. 1 m - a`I�.; 1 'r tom' -1_�iyl� ,r rfhil J , 1_q Mkc ZIVr.1 r r I_�L � FrC tll! 4 t rr tL'!AbftMA 11� gt'�fil LSr _cru -11,R11 .1 7ln :1 Yjr6l ittt4• 1III['-A-T" -:--f uwtd- Z,;r I ! ' .111.3 16_ 1 T.- JC : • i r • 1 L1 .I I 1i 11 ' ni• f] I i (�: 1'T11r.•:L' rTml I�r1 rr— .�? tl ri 1 I 1 FROM JOHN H FARRENS JR. 07. 19. 1995 23: 33 P. 2 A PEWIT NO. 1794 SHARP C jAIN BU7TDING for L+�Tj!-,RPRI sr, TiJN lM Q�f+�IPANY, INC. July ].9, 199 5 3210 Smkcy Point Dr., Ste. 201 Arlington, Washington FNGmrm: Perry Irngineering (503) 636-8969 CODE DATA OCCUPANCY GrO)ri: F-1 TYPE OF OONSTRUCTION: 11-N (Sprinkled) SEPARATION: N = 137' (Approx.) E ` Not noted (Over, 60' ) S m Not noised (Over. 60') W = 0' (To proposed building) BUILDING Ar��: 7949 S.F. OCCUPANT LOAD: 40 VALUATION: 7947 X $30.70 X .88 s $214,696.00 (Building) 7947 X $1.00 X .88 = 12 588.00 (Sprinkler System) . Total PE MIT FEE: $1,223.50 PLAN CIMM F 7"r: $795.28 Dear David: The submitted" drawings have been examined for eorpl.ianee with the 1994 Wition of the Uniform Building Code. The following items should be. corr..ecte(3 for t-wo sets before the permit is issued: 1. You should ensure that the. city agencies each as Planning, Zoning aml the Public Works approve the projoct. 2. If the projx.)sal building to the west of the Shari? Chain Building is a R or an F--1 occupancy with 60 feet clear around the entire stricture, the structure has an unlimited area. If the structure includes a B occupancy, there should be a 1-hour separation between the occupancies. 3. Special inspection is rc-juired for: a) }sigh strerrjth lx)lting (A-325 Bolts) if used. b) Field weldittq. c) Bolt installation in concrete. d) Concrete founc]ations with an f'c value over 2500 p.s.i. 4. Two exits are required not less thAn 3'-0" in width and separato-d by not less than 3'-0" in width avid separated by not less than 1/2 the n ckixi_i-mnm diagonal of the building. 5. Sprinkler drawings hould be submitted. Si .ely hn H. Fa revs, Jr.. 1 x � - � I S 1 }� PERMIT NO. 1795 GREEN CHAIN BUILDING FOR July 19, 1995 ENTERPRISE LUMBER COMPANY, INC. 3210 Smokey Point Dr. , Ste. 201 Arlington, Washington ENGINEER: Perry Engineering (503) 636-8969 CODE DATA OCCUPANCY GROUP: F-1 TYPE OF CONSTRUCTION: II-N SEPARATION: N = 0' to L:;isting Sawmill Building E = Not noted. (o v�e �- (:,cam') S = 38' Scaled to Proposed Building W = Not noted (Over 60') BUILDING AREA: 5,271 S.F. OCCUPANT LOAD: 27 VALUATION: 5,271 X $30.70 X .88 = $142,401.00 (Building) 5,271 X $ 1.80 X .88 = 8,349.00 (Sprinkler System) 5 ,7 Total PERMIT FEE: $915.50 PY-M CHECK FEE: $595.08 Dear David: The submitted drawings have been examined for compliance with the 1994 Edition of the Uniform Building Code. The following items should be corrected for two sets before the permit is issued: 1. You should ensure that the city agencies such as Planning, Zoning, and the Public Works approve the project. 2. The Green Chain Building plus the existing Sawmill Building have an unlimited area if there is no occupancy other than a B-occupancy within 60 feet. 3. Sprinkler drawings should be submitted. 4. The building should have at least one exit, not less than 3'-0" wide. 5. Special inspection is required for: a) High strength bolting (A-325 Bolts) if used. b) Field welding. c) Bolt installation in concrete. d) Concrete f_o_ncl.zti_ons with an F'c value over 2,500 p.s.i. Sincerely, YM H. Farrens, Jr. PERMIT NO. 1794 SHARP CHAIN BUILDING for ENTERPRISE LUMBER COMPANY, INC. July 19, 1995 3210 Smokey Point Dr. , Ste. 201 Arlington, Washington ENGINEER: Perry Engineering (503) 636-8969 CODE DATA OCCUPANCY GROUP: F-1 TYPE OF CONSTRUCTION: II-N (Sprinkled) SEPARATION: N = 137' (Approx.) E = Not noted (Over 60' ' ) S = Not noted (Over 60') W = 0' (To proposed building) BUILDING AREA: 7949 S.F. OCCUPANT LOAD: 40 VALUATION: 7947 X $30.70 X .88 = $214,696.00 (Building) 7947 X $1.80 X .88 = 12,588.00 (Sprinkler System) $227,284. Total PERMIT FEE: $1,223.50 PLAN CHECK FEE: $795.28 Dear David: The submitted drawings have been examined for compliance with the 1994 Edition of the Uniform Building Code. The following items should be corrected for two sets before the permit is issued: 1. You should ensure that the city agencies such as Planning, Zoning and the Public Works approve the project. 2. If the proposed building to the west of the Sharp Chain Building is a B or an F-1 occupancy with 60 feet clear around the entire structure, the structure has an unlimited area. If the structure includes a B occupancy, there should be a 1-hour separation between the occupancies. 3. Special inspection is required for: a) High strength bolting (A-325 Bolts) if used. b) Field welding. c) Bolt installation in concrete. d) Concrete foundations with an f'c value over 2500 p.s.i. 4. TWo exits are required not less than 3'-0" in width and separated by not less than 3'-0" in width and separated by not less than 1/2 the maximum diagonal of the building. 5. Sprinkler drawings hould be submitted. Sinc ely �-Tohn H. Xrlr.�' v vn S ` m cry n U{ 1 Lo"' ' raa,- ' nTtrariYlr� 1 _Ir�tT R"r,r_�.1� ll- tl 1 l�"LL •. 1 1 1 I ' tv r, r ti .AK �rl -LPI' - Yx? v 5�� It 4j1�� � IJ1 1,1 Y, .I F_ = 1 �L_ ' +1� 'L � � rI � � 1 I�ti 1. ■y�. rr-WW 47. ' '£ 1- T ti - I 1 I R7� }r�I I I ,� I 1 r _ I(• - y 1I 11 —W.1 1 I t[ c r► - L zLL tam o- Li l unk- n-.ri Tzf i= --4m< 7115, 5W !R d _ --cr-m - LrIKi'P 1 T] I t rrTTT " im=- I+'W■ t7 L "' !h ' , ir-k,.jfi 1 u 1 YP.. w u _* U! rL-1 rL■ I M L}C L7 rt I f 1 _'• Bill _. y"9x''iJ•"s.r� a-•IF - 1 f 1 I%V- ►. L p=1 it11 LO i J - I�•n+ - - '1 f• HILL'- .� .iL.Xt/ U rT �u - :'ti rl i I Q -ITT T TLE.-MM`C %TJ :_ j 1Ir_ LLd'1 m-nu 1l (LO-ILL, 1- «A) 1.1 .1 1r1 I I Il- 1 Itt 1f 1 i f 7 i r 1 _ : 1 cl -, 1 11 � %L 1 PL�-� • 1? ' P� �� .1 ��t _ JM Liar IJ r 4M-ft(TI i1 1 `' 7tL.T 11' ' i971.1 .= Ifr 1MAI 1 t 'R—T �r ' t _� L.n�l7' . -np r I 1 .•1„� 111�♦1-� "Ill! ' I I r112 �lI RIO 'K' "'1 1 ■M - Ia■ f UN-V 11 n r Ill , Lj�••R .ba "r' la's 01 IJ-Iff7f II kLLNfZi _ 1 1-1_ •• • _ r 1,T l 11 •T- n♦t if FROM JOHN H FARRENS JR. 07. 19. 1995 23:33 P. 3 PERKIT NO. 1795 GFMN CHAIN BUT1j)ING FOR July 19, 1995 ERIMRTSE LUMER. OCITANY, INC. 3210 Smokey Point Dr. , Ste. 201 Arlington, Washington EDGY=.t Perry Engineering (503) 636-8969 CODE DATA OCCUPANCY GROLT. F-1 11rnrnc 01-7 00NS'j,'j CT1CJ'IQN: II-•N SEPARATION: N - 0' to &fisting Sawmill Building E = Not noted. (D"t 1- (001) S = 38' Scaled to Proposed Building W = Not noted (Over. 601) BUILDING ARM 51271 S.E. OCCUPANT IDAM. 27 VALUATION: 5,271 X $30.70 X .88 = $142,401.00 (Building) 51271 X $ 1.80 X .88 = 8,349.00 (Spri.nkl.er. System) S1'61750.7- '.total PERMIT .: $915.50 P.T.;AN CHEM MM— $595.08 Dear David: The submi.ttod drawings have bin examined for complianco with the 1994 Edition of the Uniform Building Dodo, The follcywing items should, be corrected for two sets before the g erm4t 1.8 issuer].: 1. You should ensure that the city agencies, such as P.lanning, Zoning, and the Public Works apt,-wave the project. 2. The Green Chain Building plus the existing, Sawmill i3uil.ding Have an unlimited area if there is no occupancy other than a B-occupancy wii:hi.n 60 feet. 3. Sprinkler drawilxls should be sub dttwi. 4. The building should have at least one exit, not less than 3'-0" wide. 5. Special. inspx ction is required for: a) Ftigh strength bolting (A-325 Bolts) if used. b) Field welding. c) Volt installation in ooncreto. d) Concrete foundations with an V c value over 2,500 p.s.i. Sincerel erf� ohnH. Parrens, 3r. ENGINEERING & STORM DRAINAGE PERMIT ,}` l ` DATE: 46`Zo NAME: ADDRESS: I f,5 2I s47? ,LI g- ,&Ir TYPE OF BUILDING• PLEASE NOTE ALL NECESSARY CORRECTIONS OR REQUIREMENTS ON SITE PLAN IN RED. APPROVED\ S DENIED\NO STORM DRAINAGE DRAWINGS STORM DRAINAGE CALCS _ ROW REQUIRED AMOUNT REQUIRED: EASEMENT REQUIRED AMOUNT REQUIRED: tG RBTTERDEWALK VING TRAFFIC MITIGATION FEES D�=h TOTAL ADT x $50: �! AMOUNT OF MITIGATION FEF.��� C . CITY ENGINEER: DATE: _' , Y .Si I 1 1 • 1 �1. ' - - - • � I I � I _ 1 4• 1 I R � V �" � 1 1 Y} 4. 1 1 i it - - _ �_ - A• .� 1� i n - - • 't -- - - - v :y p y • � 1 - - �• - - - fir.`.: . •e�•• ; . - .�. _ ... _ 14 . xr 1� - - �.. ',_.,,,]►-�_ :. =t Gam• r OP O1wrr ? _ _ . :l�• :Sq�Tloa`r^PUMP._ ._ ' :.'-.. .. d` - �-i re��: Fla .. •- - ..Its �ti%<l1ZlC1l�G4:?C.�.C�Qtii�t�.-��`.; • ' . ; • . .... � x 70i �- - o. AAI ,u r- z tom�.{ri; ►oa: .- r --- .N L rro X1Ntt •go - asa pi Rw Amewo 4L irle-ae*v 7T, og No 4t, 164 4!tlft 0: City °f ARLINGTONOnMES _ DEPARTtVrENIT CTTECKL JUL I U IJJS ' V PERMIT # 1-7 !q 6 DATE ACCOUNT # NA11r1E: ADDRESS: LEGAL: BUILDING USE: CW4 blA--- # OF BUILDING UNITS: PLEASE NOTE ALL NECESSARY CORRECTIONS OR REQITMENEDUS ON SITE PLAN IN RED. TOTAL ERU DESIGN UNITS: WATER METER REQUIRED: YES _L,/ NO SIZE SEWER REQUIRED: YES NO HEALTH DEPT. APPROVAL: YES NO SIDE SEWER PERitiIIT REQUIRED: YES NO GARBAGE CONTAINER PAD: YES ✓ NO HYDRANT REQUIRED: EXISTING REQUIRED ✓ LOCATION: it p2o vu-n 2om�,% ?a TIYL OG � CURB: SIDE WALK: PAVING: STORM DRAINAGE: 771 CROSS-CONNECTION CONTROL m.smrrm: YES NO BACKWATER VALVE c3.sc.�ac=: YES �009- NO . SPECIAL. DISCHARGE INTO WWTP (PERMIT REQU=): 64ZA COkvfMENTS OR SPECIAL PROVISIONS: L ij L 11�t S ,QA1 _s ri 7ri_.. /Bi% ao- f' tea,✓ w az .1'NO, cQ UTILITIES SUPERVISOR: DATE: l,wpj L%3hemlUtilfcrm i� � , s ' � r ,.�' . _7 c .� t. a . r �r . � �. �. � 5 r WATER AND SEWER FEE CALCULATION WORKSHEET Building Permit No. 1 < /q e/P W/S Application No. le&3 Date Z// " / S^ f �7 � J J Service Address I G ���) �U� I�L'' Lot Number Plat Name Applicant Name V1 2v�;Vl��' ,I tnnv -� Acct. No. No. SFR Units No. MFR Units a ERU's (see next section) EQUIVALENT RESIDENTIAL UNIT CALCULATION Discharge Facility (Category) Design Unit (Basis) No. Design Units X Flow Per Unit (gpd) = Total Flow (gpd) Total Flow (gpd) 250 gpd (SFRU) = Equivalent Residential Units (ERU) WATER AND SEWER FEES ( ERU = Equivalent Residential Unit: RU = Residential Unit (single-family or multi-family)) WATER TAP-IN CHARGE First ERU, Meter Size $ Additional ERU's X $ 1500.00 $ First RU, Meter Size $ Additional RU's X $ 1500.00 $ $ WATER CONNECTION CHARGE ( / I Meter Size $ 3C6 00 SEWER TAP-IN CHARGE ERU'S X $ 3000.00 $ RU's X $ 3000.00 $ SIDE SEWER PERMIT CHARGE First ERU @ $ 100.00 $ Additional ERU's X $ 20.00 $ First RU @ $ 100.00 $ Additional RU's X $ 20.00 $ $ STREET REPAIRS $ S FIRE HYDRANT INSTALLATION $ $ OTHER S 30�rUU TOTAL CHARGES $ I1 ."11xi-alyul V1Y FT-RE: DEPARTMENT CF-IECKLIS QT PERMIT# DATE V- ! S NAME: &�ZJL Z�,('l�,) t/ ADDRESS: 11 Zf �I7 (J�-- LEGAL.: 4 A :: BUILDING USE: OCCUPANCY CLASSIFICATION: A I B E i H n 1 2 2.1 1 3 1 4 1 2 3 4 1 2 I 3 1 l l 'Zi 3 4 5 1 6 7 I M R 1.1 1.2 2 3 1 2 TYPE OF CONSTRUCTION I III IV V F.R. F.R. ONE-HO N ONE-HOUR I N H.T. I ONE-HOUR N _ .-\J E V OT A L S OR y i t O N J : b .A: l STTE PLAY: APPROVED v DENIED ACCESS REQUIREMENTS: `IRE LATE REQUIRED: YE VO `—SPRI`t''ER SYSTEM REQUIRED: Y°S NO HYDRANT REQUIRED: LS NO OF HYDR.ANT'S REQUIRED: LOCATION OF HYDRANTS: FIRE FLOW REQUIREMENTS: 'T►000 W- AL..-\Ryt SYSTctit ZF T,TRED- YES NO KYOX BOX REQUIRED: YES NO LOCATION: FIItE ExTLYGUISFIERS REQUIRED: YES ✓ 10 LOCATION: /a bP otaIeJ Glr* ADDRESS AND LOCATION ON BUILDING: 5 /0, .30 A- FIRE CL.�F: 16 - DATE: lwpS llaham\F'ueiorm REQUIRED FIRE FLOW FOR vt_-{s'';f ,;.; Lu-�uIOPIC PERMIT # A. DETERMINE THE TYPE OF CONSTRUCTION 1. Wood Frame (C=1. 5) T- 2. Ordinary (C=1. 0) 11 N 3. Noncombustible (C=0. 8) 4. Fire Resistive (C=0. 6) B. DETERMINE THE GROUND FLOOR AREA C. DETERMINE THE HEIGHT IN STORIES Z D. DETERMINE REQUIRED FIRE FLOW TO THE NEAREST 250 gpm (USE TABLE) �)D GPM E. DETERMINE THE CREDIT OR SURCHARGE, IF ANY, FOR TYPE OF OCCUPANCY. CREDIT (SUBTRACT) SURCHARGE (ADD) (!/ T- TOTAL F. DETERMINE CREDIT IF ANY FOR CREDIT (SUBTRACT) AUTOMATIC SPRINKLER PROTECTION. DO NOT ROUND OFF. TOTAL G. DETERMINE THE TOTAL SURCHARGE SURCHARGE (ADD) FOR EXPOSURES. DO NOT ROUND OFF. TOTAL ROUND OFF THE FINAL ANSWER TO THE NEAREST 250 gpm IF LESS THAN 2500 gpm AND TO THE NEAREST 500 gpm IF GREATER THAN 2500 gpm. nn TOTAL o)000 *EXPOSURES fX �/ 1 ) NORTH X� ADD Z; x 2) SOUTH 3) EAST � x 4) WEST TOTAL COMPLETED BY �/ T I TLE � �.,/�!�[5�_ DATE i i CONTRACTORS LIST & BUILDING COST SUMMARY FOR ENTERPRISE LUMBER CO. MILL EXPANTION 8-25-95 By: Brian Abbott BUILDING "A" : Sawmill building: 38, 980 s . f . I Sewer: N.A. Floor: Pre-existing Black Top (Patching for building foundations is included in site civil costs) $ 0 . 00 i Building General Contractor: r Osburn Development; (206) 922-1884 1111 Panorana Drive, Tacoma Wa. 98466 Building fabrication Sub Contractor: Sun Steel Buildings, Inc . 2002 Morgan Road, Sunnyside, Wa . 98944 Building Concrete Foundation Sub Contractor: Al Howard Const . 1493 Hiway 20 Anacortes, Wa. 98221 Building Installation Sub Contractor: f14G! Building Systems, Inc . (206) 255-5747 1120 S .W. . 16 th. , Suite A-4 Renton, Wa . 98055-2610 CONTRACT PRICE + ADENDOMS $ 375, 802 . 00 Sprinkler & Water Systems : Grinnell Fire Protection Systems Co . (206) 859-5066 1215 Central Avenue So. , Suite 128 Kent, Wa . 98032 CONTRACT PRICE $ 55, 941 . 00 Building Lighting & electrical : Intercity Electric Inc . (360) 659-3194 P .O. Box 3215 Arlington, Wa. 98223 ESTIMATE : 1000w light fixtures 7 , 200 400 w light fixtures 7 , 200 Lighting installation 14, 500 Panelboards 12 , 800 Main Disconnect Sect . 3 , 100 Enclosures 4, 300 Lighting panelboards 5 , 100 Transformers 2 , 600 - - - -- - - - - -- - - - - - - - ESTIMATED PRICE $ 56, 800 . 00 -------- - ----- - -- TOTAL BUILDING "A" $ 488, 643 . 00 COST PER SQUARE FOOT: $ 488 , 643 . 00 / 38 , 980 SF . _ $ 12 . 54 /SF. BUILDING "B" : DLI/Debarker building: 7, 800 s . f. BUILDING "C" : Trimmer building: 4, 875 s . f. TOTAL OF OUT BUILDINGS : 12, 675 s . f . Value of out buildings : 12 , 675 s . f . * $ 12 . 54 /s . f . _ $ 158, 944 . 50 TOTAL VALUE OF BUILDINGS "A" , "B" , & "C" : 647,487 . 50 LDS prl� 9� � , 50 - - '' �. .r+_'a ' �ti � _ i _� . , ► � � L . , i - N S T I T U T E 0 1 A R C H I T E C "r S AIA Document A107 Abbreviated Form of Agreement Between Owner and Contractor For CONSTRUCTION PROJECTS OF LIMITED SCOPE where the Basis of Payment is-a STIPULATED SUM 1987 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. This document includes abbreviated General Conditions and should not be used with other general conditions. it has been approved and endorsed by The Associated General Contractors of America. AGREEMENT made as of the . nineteenth -day of May in the year of Nineteen Hundred and ninety—five BETWEEN the Owner: Enterprise Limlber Co.,a division of Miller Shingle Co. (Nance and address) 3210 Stnokey Point Drive, Suite 201 Arlington, Washington 98223 and the Contractor: Osburn Steel Buildings, Inc. (Name and address) HII Panoraila Drive Tacoma, Washington 98466 The Project is: New saw mill structure at (Name and lowtitm) 19521 -47th Avenue NE Arlington, Washington 98223 The Architect is: For purposes of this contract, a ncr w1_11 act as Architect. (Nume unc!address) '1'llc Owner ,tild Contractor -igrca: as SC( forth he10 v. copyright 1936, 1951, 1958, 1961, 1963, 1966, 1974, 1973, ©1987 bN•'I-he Atncrir.in Institute of ArChitcetS, 1735 New 1"ork Avenue, N.%X'., Washing(on, f).C. 20000. Reproduction of the material herein or suhst:tnti:d yuocttion of its provisions Without wri,,wn permission of the AIA violates the copyright I;tws of the United St:tes:in(1 will be suhjcct 10 Icg:11 prosecution. AIA DOCUMENT A107-ARIiREVIATEDOWNER•CONI-RACTORAGREEMENT•NINTII EDITION•AIA"' •©19H7 A107-1987 1 THE AMERICAN INSTITUTE OF ARCHITECTS, 17',5 NEW YORK AVENUE, Nw„ WASIIINGI'ON, D.(:, 20006 WARNING:Unlicensed photocopying violates U.S.copyright laves and is subject to legal prosecution. � - !� ,� I I i �� ARTICLE 1 THE WORK OF THIS CONTRACT to the in The Contractors m o be the responsibility of others,c dic entire Work described r as he Contract Ows:As generally described in extent Contractor's May 2,indicated 1995 in the Contract Documents proposal with new pricing as indicated below. In addition: omprehensive engineering design package to include load calculations 1. Order the undertaking and completion of the c and all necessary structural drawings for submittal for building permits and construction approval. taff for review and approval. Undertake 2. Submittal of the aforementioned package to the Owner's engineering s any necessary alterations resulting from this review. This package, including.footing drawings to be in the Owner's hands by June 19th. Structural and footing drawings to have Washington engineer's stamp. 3. Contractor initiates concrete footing design, engineering, and obtains stamped (by a State of WA registered structural engineer) drawings readied for submittal for building permit review and approval. 4. Complete design package submitted for building permit approval by Owner's engineer. 5. Any revisions made to aforementioned drawings and necessary calculations will be provided no later than eight working days following Owner's and building department review, which will be sent to U. S. A. Houston. 6. Penalty Clause: Failure to meet date in item 5 will result in a $I00. penalty deducted from the overall contract price for each calendar day. "rmit the Owner will 7. Upon written notification by the City of Arlington of receipt or denial of the building pe , have 48 hours to proceed with the project or abandon the project. If abandotYnent is selected, the Owner's obligation to the Contractor will be limited to the down payment as enumerated in Article 4, Section 4. 1. 8. After receipt of the project continuance, Contractor shall have 120 days to complete project unless weather keeps work from proceeding. sult in a $100. per day penalty, deducted from the contract amount, 9. Failure to comply with item 8 above will re for each calendar day the project completion is delayed. 10. Erection will be completed in a timely m amer and with professional construction procedures. ' 11. Contractor will not release building to fabricatiqM h(�gner's written notice to proceed is received. DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION he 2.1 The date of commencement is the date from which the below or pro Coninict f s rigst Wade for the dUred[otnd he fixed shall in ben nonce to pro- ate of this Agreement,as first written above,unless a different date is. Iced issued by the Owncr. (lelsert ax-141te of amilrrlt-Cl 1-1,it it tli0""frfnn 11W tithe t f 111is ttflrtI7, rll UT If tti)])1iCrPube,ware llxtt t1 elute will Ix f,tit I it,o r:oti c to prod erLJ Date of signing of this Contract. 2.2 The Contractor shall achieve Substantial Completion of the entire Work not later than (lrr.a•r!the caienelar dale•or nunax•r of ealeinkirtiltta after ibe elate of currnncvtecanevd.A(so in.ert arrP - reyrtirenrerrts for errrlic•r Sub,Utnrlirr(Coutpleliarr of certain iwr- riuns of tG(-Work. if mar stellyd e1se11q,er•c•itt ka•6nitrocl Ooconlents-) 120 calendar days from notice to proceed with fabrication of structure . subject to adjustments of this Contract "1•imc as provided in the Contract Documents. (hrsert(rrur'i>iorts, if any.for tiriuidalcvl rranrages,relnti,ig rat f lilfov to cum lee('rr line.) ARTICLE 3 CONTRACT SUM 3.1 The Owner shall ay the Contractor in current funds for the Cuntrtetor's performance of the COWMCt the Contr.I�1 Dollars Three Hundred Seventy Four 'Thousand, Eight Hundred Ten And Noel ), subject to additions and deductions as provided in the Contrac (3 374,810-00 t Documents. Washington State Sales tax will be added to this figure. PayrT nt for sales tax to be a c ck to Osburn Steel Buildin s and Washin ton State t AIA DOCUMENT Al07•ABBREVIATED OWNER-CONTRACTORAGREEMENT•NINTH EDITION•AIA° •©1987 A107-1987 2 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON. D.C. 2(HWi - �� I I 1 3.2 The Contract Sum is based upon the following alternates,if any,which are described in the Contract Documents and are hereby accepted by the owner: t to the Mculion of this Agreement, al�ela sc+ixdule of sorb ortiersa�ir�erswrer sbou g iix alternates. amount�rEetacl�,s onand dwe untu nwt�Kb tbal ao be mouile nt u 7Qr subscrn+en Cc*tractor's price based upon 2-1/2 yards of concrete per footing. If any changes occur in Concrete Contractor's price, the increase or decrease will reflect back-to the Dwner. 3.3 Unit prices, if any, are as follows: None at time of contract signing. 4.1 (cont'd) The period covered by each Application for Payment shall be one calendar month ending on the last day of the month. Application for Payment on the first of the month for work completed through the end of the prior month shall be paid ten days from receipt and acceptance of the billing by the Carpany's engineer. Exceptions to the monthly progress payments will be as follows: f�� 000 will be id with signing of contract. 1. A down payment of engineering design and coordination costs o 5, Pa footing drawings and calculations These include structural drawings, engineering and calculations as well as by Washington Engineer. 2. Upon notice to proceed with fabrication by structure, an additional $13,000 will be made. 3. Final payment of $213,000 for production shall be paid when the final truck delivery is received. The driver of the final truck will bring a lien release from U.S.A. Houston to be given to me when I hand him my cashiers check for the balance owed to U.S.A. Houston. 4. All payments to be made to Osburn Steel Buildings, Incorporated. tained from U.S.A. Houston 5. final $20,000 oGRenton this (labor); J. T1 Johnson,e Kent n til lien releases are b(insulation); Al Howard (concrete); and any other _ (structure); CHG, major suppliers. 6. Invoice from Contractor mist be made for all payments. ARTICLE 4 PROGRESS PAYMENTS 4.1 -B:.mcd-uP0Tr`PPlicatirnYs for-PaYme^ ant of +ems + " Y n-t}ee .vrhefe-�►-floe-EeaK�tcA-9c�-�sffte�H -Fast-cis . Based upon Applications for Payment submitted to the Owner by the Contractor, Owner shall make progress payments on account.-Of the Contract Sun directly to the suppliers, subcontractors, or contractor based upon the nature of the billing. It is the intent of the Owner to assure that all suppliers, subcontractors, and contractors be paid in accordance with the terms of this contract to avoid liens, lawsuits, and other financial and physical disruptions. er the Contract shall bear interest from the ate payment is due at the rate sta 4.2 Payments due and unpaid und d ted belowA-tt�e (lrn'err rate of intent agrml uixm• if arry.) Ttaelve (12%) percent., per annum, simple interest. mer credit laws anal otber ..,datiOMS at the Owner's and Contractor's rorisiwi.Lc nil advice Should be(Wained with res/mct to deletions or (Usury laws and rvquireneenrs muter the/°cdeN r i project in d clse b Ore lay aft stare aul local ewuu pr iadtx l places of lrtaimis,am location o/U7c Projtel and a/scan dre,nay es Ge 1/�c tmllr/iry of lh+f l - mOtlificanons,and also regardi„g requirements sudi as written disdaurres or ur+irrers.) -- THEO -ABBREVIATED WOORKRAVENUE,•N.W., WASSHINOGTON, D.C.O2t0006 NINTH A107-1987 3 ERICAN OF I—— ,,,is aubiect to legal prosecution. I � y i 6.1.4 The Drawings arc as follows,and arc dated unless a different date is shown below: (Eirber list the Drawings&ere or nV/r to an exblbii attadxd to ibis Agn antra.) Number Tidc Date I. Proposed building elevations 2/16/95, Rev. A 3/9/95- 2. Proposed building addition 2/16/95, Rev. B 5/5/9� 3. Structural drawings and calculations to be received from building manufacturer. 4. Footing drawings and calculationsssupplied by Contractor after reactions are received by manufacturer. (All drawings and calculations from manufacturer or Contractor to be stamped by Washington State Engineer.) 6.1.5 The Addenda, if any, arc as follows: Date Pages Numbcr None at time of contract signing. Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requircmcnis arc also enumerated in this Article 6. 6.1.6 Othcr documents, if any, forming part of the Contract Documents are as follows: (List any additional docurnenfs which are intended to form part of tlje Contract DJCTOnents.) None at time- of contract signing. AIA DOCUMENT A107-ABBREVIATED OWNER-CONTKACTOR AGREEMENT-NINTH EDITION-AIAE -©1987 A107-1987 5 THE AMERICAN INSTITUTE Of ARCHITECTS, 1735 NEV! PORK AVENUE, Nu'.. WAS,lINGTON, DC. 2(K)06 wAaNING•Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. w r I ARTICLE 21 OTHER CONDITIONS OR PROVISIONS This building will be constructed using a pre-en gineered building designed and produced by U. S. A., Houston, Texas. It will be 160'-9" x 242'-6" x 36' eave height. It will have nine 19'--6" bays and two 31'-10" bays. It will have 26 gauge zincalume screw_-down roof using self-tapping screws with washers. The roof will have a 1:12 pitch and an off-center ridge'line. Five columns will be eliminated by the use of carrier beams. The walls will be 26 gauge galvanized steel with a standard color baked-on enamel. Sizing of columns, mainframes and secondary framing to be determined by U. S. A. Houston. The erection crew will work closely with the Owner's personnel to work out a work schedule conducive to keeping a safe jobsite. In addition: 1. Structure to be designed with 1994 UBC standards and with loads specific to Arlington, WA. Loads will include an additional 10# collateral load and a 10 kip colum load at 12' height as shown on drawing from Owner. 2. Eave light panels are included on both side walls down to next purlin. 3. Vapor barrier in roof only. 4. Layout and excavation, rebar embeds and anchor bolts for footings are included. 5. Erector to have access to-Owner's hydro crane as required in congested areas. If Owner cannot supply crane when needed, then Contractor's time schedule can slip accordingly for completion time (see item 2.2 in this contract). 6. All freight and mobilization costs by contractor are included in the contract sum (item 3.1). c � This Agreement entered into as of the day and year first written above. OWNER CONTRACTOR — i�a;NrIrPJ (Sij(rtultu) � (/'rirrled�ic rrre and (l'rilifed rurnn•anal u!k•) AIADOCUh1ENTAl07•AISIOUVIATfl)(>�VNI!I(•CON'I'R;�t:'I'OliA(;1(P;Iit,11iN'I'-NIN'PIIIi1)1"1'1( 1 AIA�' 'CJ19H7 11 A107-1987 THE. AMERICAN INSTITUTE: OI ARC1111TCTS, 17,i5 1'O1th AVENOV. Nw., WASHINGON. u.c. -, ..... ...-�..• �..vinl.olna I I S_cOnVriahl Iavis and is subject to Iegal prosecution. 618 _ ,. _ :c: l i I o GNoEo��' 'r)vp ROPOSAL / CWN1TRACT FOR SAFEGUARDING YOUR PROPERTY FROM FIRE GRINNELL FIRE PROTECTION SYSTEMS COMPANY i ��, - r I I I Agreement AGREEMENT dated. . . . . . . . . . . . . . . . . . . . . . .nugust.l4. . . . . . .. 19.� , between GRINNELL FIRE PROTECTION SYSTEMS COMPANY, a Division of Grinnell Corporation, referred to herein as the "Seller", and. . . . . . . . . . . . . . . . . Enterprise Lumber Company . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . referred to herein as the "Purchaser". A. Seller agrees to furnish and install in premises located at . .19521 47th Avenue N. E. Arlingtan, .Washington.982.23. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. a fire protection system and auxiliary equipment in accordance with the attached "Specifications" consisting of. . .2 . . . .sheets, all of which are made a part hereof, subject to the following provisions and subject to the General Terms and Conditions set out on the reverse side hereof. B. The price for said installation is . .SIXTY NINE THOUSAND EIGHT HUNDRED NINE AND , , , , . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . NO 100 . . . . . . . . .Dollars ($. . : . ) to be paid by Purchaser as follows: The price for said installation is to be paid in monthly installments on the fifth (5th) day of each month based on invoices presented on or before the twenty-fifth (25th) day of the preceding month. The invoices will be based on the value of materials delivered and work performed during the month. Building "A": (490 Heads) $55,941.00 Building "B": (_7-U- Heads) 13,868.00 560 $691809.00 This contract rice is based on all work being completed b December 31, 1995 P 9 P Y. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .If the work is not completed by this date, due to delays which are not the fault of Seller, the contract price will be increased by the amounts of the increases which Seller has to pay after this date for material, labor, rentals, etc., and by a. . . 1 . . . . % markup of such increases for overhead and profit. Taxes have O have not IX been included in the above price. The above price is based on the installation of . . . 560. . . . . . . . sprinklers. If more or less than this number are required, the difference will be charged at $. . .1L5..0.0. . . . . . each or credited at each. The unit price is xelapplicable for additional sprinklers or work required by reason of any construction changes, including but not limited to, changes in the specifications in the building, type of occupancy, additional sprinkler valves, other devices; or underground piping required. C. Unless accepted in writing by the Purchaser within 30 days from the date first above written, this proposal will be considered null and void. D. Title to said system and equipment (whether or not attached to the realty)shall remain in Seller until payment in full has been received by Seller. E. Water requirements are the responsibility of the Purchaser. In the event there is inadequate water pressure or volume for purposes of obtaining approvals of the sprinkler system by the authorized approving authority or obtaining a certificate of occupancy, Purchaser shall be responsible for all additional costs to correct said inadequacy. F. In the event the requirements of approving authorities differ from the work proposed In the scope of Work and specifications,Purchaser shall be responsible for the additional costs incurred by Seller to meet such requirement. G. This agreement is subject to written acceptance by an Executive Officer of Seller. GRINNELL FIRE PROTECTION SYSTEMS COMPANY ACCEPTED BY: A division of Grinnell Corporation NAME. . . . . . . . BY . Reid B. Saari.o. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . BY ........ ........... ..................... TITLE . ,Service Jales.RepreSentative TITLE . . . . . . ADDRESS . , 1215 Central Avenue.So..,.Suite.128 ADDRESS . . . . . . . . . . . . Kent,. Washington 9�(132. . . . . . . . . . . . . DATE ACCEPTED BY EXECUTIVE OFFICER . . . . . . . . . . .. . . . DATE SIGNED..... ................ .................... BY . . ... ... .. .. ... WITNESS. TITLE ,WaYne R..13allin er,.District,General.M r. ... .... .. G 4271 R6 Printed in U.S.A. r - ��j� J Specifications SPRINKLER SYSTEM FOR ENTERPRISE LUMBER COMPANY BUILDINGS "A" & "B" August 14, 1995 Furnish all engineering, labor, and materials as outlined below; to design and install a fire protection sprinkler system for Enterprise Lumber Company, Buildings "A" and "B". The systems shall be designed and tested to City of Arlington and N.F.P.A. #13 standards. The design will be based on the underwriter furnished water flow information for the facility of (STATIC) 98 psi. , and (RESIDUAL) 40 psi, 868 Gallons per minute flowing. Per underwriter guidelines, the water density requirements will be .28/3000 with a maximum spacing of 100 square feet per head, with 500 GPM hose stream allowance. All dry sprinkler systems will be equipped with their own air compressor with tank; air maintenance devices; as well as low air and tamper switches. All 1 1/2" hose stations will be equipped with their own 2" butterball shut off valve with built-in`tamper switch, an automatic drain valve assembly, 32" hose reels, 100 feet of ?fire hose, and an adjustable nozzle. All costs such as meeting attendance, permits, and fees as required by the City of Arlington will be the responsibility of the contractor. All new pipe will be galvanized schedule 10 for over 2" and schedule 40 for 2" and under. BUILDING "A": This building is 160'-9" by 242-6" by 36'-0" eve height for 38,980 sq. ft. It will have two (2) six-inch dry valve systems with 390 sprinkler heads on the overhead and 100 sprinkler heads for under the equipment. The system including dry valves and distribution headers will be designed to allow for expansion of heads under the equipment by an additional 310 heads. Also to be included in Building "A" are four (4) 1 1/2" hose reel stations per code spacing fed from the sprinkler riser manifold with a 2" galvanized wet supply. Sprinkler heads under the equipment will be added or deducted at a rate of: $125.00/Each Buildina "B": This building is 39•-0" by 125•-0" by 34'-0" eve height for 4,875 sq. ft. It will be serviced off the Building "A" south side six-inch dry valve and be pre-piped in such a way that it could be serviced by its own dry valve in the future if so desired. The system will include 50 sprinkler heads on the overhead and 20 sprinkler heads for under the equipment. The system will be designed to allow for expansion of heads under the equipment by an additional 30 heads. The system can be installed to the extent possible with "used" parts for the "Idapine Building". Also, to be included in Building B are two (2) 1 1/2" hose reel stations per code spacing fed from the sprinkler riser manifold with a 2" galvanized wet supply. Sprinkler heads under the equipment will be added or deducted at a rate of: $125.00 each - t: ,, 1 it? ' r Specifications r EXCLUSIONS FOR BUILDINGS "A" & "B" : 1. Painting of pipe and preparation to paint. 2. Electrical wiring of all devices. 3. All underground distribution. 4. Fire department connection and backflow prevention which will be part of the underground supply system. 5. Three (3) dry valve enclosures. 6. Replacement of minor damaged items such as sprinkler heads, gaskets, etc. on the "Idapine" sprinkler parts. L�' � oj��/�� � � 41 EXHIBIT A Tnat portion of the Northeast Quarter of the Southeast Quarter of Section 16 , and that portion of the Northwest Quarter of the Southwest Quarter of Section 15 , Township 31 North, Range 5 East of the Willamette Meridian, described as follows: Commencing at the Northwest corner of the said Northeast Quarter of the Southeast Quarter; thence S 0° 27 ' 30" W. along the West line of said subdivision, a distance of 1199 . 73 feet; thence S 87 ° 15 ' 02" E, parallel with the South line of Southeast Quarter of said Section 16, a distance of 173 . 53 feet; thence N 2" 01 ' 13" W a distance of 605 .83 feet to the True Point of Beginning; thence continuing N 2 ° 01 ' 13" W a distance of 42 . 52 feet; thence N 0° 39 ' 52" E a distance of 211. 98 feet to a point referred to hereinafter as Point ;rs. "A" ; thence N 5° 20 ' 07" W a distance of 60 . 13 feet; thence N 84 " 25 ' 58" E a distance of 20 . 35 feet; thence N 1° 47 ' 24" W a distance of 128 . 62 feet; thence S 88 ' 57 ' 28 E a distance of 480. 17 ''tY feet; thence N 82° 17 ' 57" E a distance of 184 . 11 feet; thence +' S 86° 14 ' 41" E a distance of 585 .29 feet; thence S 0" 30 ' 40" E a distance of 445. 44 feet; thence N 88 ' 57 " 28" W a distance of 1262. 37 feet to the True Point of Beginning. TOGETHER WITH the following described tract: Beginning at said Point "A" ; thence S 64 ' 56 ' 43" W a distance of 139 . 70 feet to a point that is 20.00 feet East of the West line of.,; s.aid subdivision, as measured at right angles thereto, and which point is on the East margin of that County road known as 47th Avenue NE; thence N 0° 27 ' 38" E, along the East margin of said road, a distance of 120.00 feet; thence S 89° 32 ' 22" E a distance of 120. 01 feet; thence S 5 ° 20 ' 07" E a distance of 60. 13 feet to the point of beginning. Containing 13 . 33 acres. Situated in Snohomish County, State of Washington .. I A. BACKGROUND 1. Name of proposed project, if applicable: MILL MODERNIZATION 2. Name of Applicant: ENTERPRISE LUMBER COMPANY 3 . Address and phone number of applicant and contact person: 3210 SMOKEY POINT DRIVE, STE. 201, ARLINGTON, WA 98223: ROBERT PARDO 4 . Date checklist prepared: 02/16/95 S . Agency requesting checklist: CITY OF ARLINGTON 6 . Proposed timing or schedule (including phasing, if applicable) : PHASE A, - 4-6 MONTHS PHASE B - 4-6 MONTHS PHASE C - 4-6 MONTHS 7 . Do you have any plans for future additions, expansions, or further activity related to or connected with this proposal? UN 1N(A,N AT THIS TIME 8 . List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. NON 9 . Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. NO 10 . List any governmental approvals or permits that will be needed for your proposal, if known. CITY OF ARLINGTON BUILDING PERMIT 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. ADDITION OF BUILDINGS TO THE EXISTING SAWMILL WHICH WILL HOUSE ADDITIONAL SAWMILL EQUIPMENT. THE EXISTING SITE ENCOMPASSES OVER 30 ACRES AND THE PROJECT, THROUGH PHASE C, WILL INVOLVE 1.7 ACRES. 2 12 . Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s) . Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 19521 47TH AVENUE NE, ARLINGTON, WA 98223 M 31 RGE 5 SECTION 16 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one) : 49it rolling,hilly,steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope) ? 1%0 C. what general types of soils are found on on the site (for example, clay, san , gravel, peat, muck) ? If you know e classification of agricultural soils, specify them and note andy prime farmland. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. NO e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. LIMITED FILL ON NORTH BOUNDARY: SOURCE: EXISTING SITE 3 �� �� I .� f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. , prp, NO g. About wha ^t percent of the site will be covered with impervious surfaces after project construction(for example, asphalt or buildings) ? PHASE A - 0% PHASE B - 7% PHASE C - 7% (NO CHANGE FROM PHASE B) h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: NONE 2. Air a. What types of emissions to the air would result from the proposal(i.e. ,dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. CONSTRUCTION: DIESEL FUEL FUMES/DUST OPERATING FACILITY: DUST/WOOD DUST b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. NO C. Proposed measures to reduce or control emissions or other impacts to air, if any: NONE ABOVE THOSE IN EXISTENCE 3 . Water. a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands) ? If yes, describe type and provide names . If appropriate, state what stream or river it flows into. NONE 4 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. NO 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicated the source of fill material. NONE 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. NO 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. NO 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. NO b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. NO 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if an (for example : omestic sewa e , industrial, con aininq the following chemicals. . . ; agricultural; etc. ) . 5 Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable) , or the number of animals or humans the system(s) are expected to serve. NO CHANGE TO EXISTING DRAINFIELDS C. Water Runoff (including storm water) : 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known) . Where will this water flow? Will this water flow into other waters? If so, describe. SOURCE: RAINFALL CONTAINED BY EXISTING CLOSED SYSTEM OF DRAINS, CULVERTS, AND PONDS. 2) Could waste materials enter ground or surface waters? If so, generally describe. NO d. Proposed measures to reduce or control surface, ground, and runoff impacts, if any: NONE 4 . Plants a. Check or circle types of vegetation found on the site: X deciduous tree: alder,maple,aspen,other X evergreen tree:fir,cedar,pine,other shrubs X grass pasture crop or grain wet soil plants : cattail , buttercup,bulrush, skunk cabbage, other water plants : waterlily , selgrass,milfoil,other other types of vegetation b. What kind and amount of vegetation will be removed or altered? DECIDUOUS AND EVERGREEN . . . LESS THAN 0.1% OF COVER C. List threatened or endangered species known to be on or near site. NONE 6 d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: NONE, SURROUNYDED 'BY GREEN BELT S. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk,heron,eagle,songbirds,other: mammals:deer,bear,elk,beaver,other: fish: bass, salmon, trout, herring, shellfish, other: NOW,, b. List any threatened or endangered species known to be on or near the site. NONE C. Is the site part of a migration route? If so, explain. NO d. Proposed measures to preserve or enhance wildlife, if any: DOES NOT APPLY 6. Energy and Natural Resources a. what kinds of energy electric, natural gas, oil, wood stove, s wi 1 be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. MANUFACTURING 7 b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. NO C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: POWER FACTOR CORRECTION / HIGH EFFICIENCY MOTORS WHEREVER POSSIBLE AND FEASIBLE/REGENERATIVE DRIVES WHEREVER FEASIBLE 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, rick of fire and explosion, spill or hazardous waste, that could occur as a result of this proposal? If so, describe. NO 1) Describe special emergency services that might be required. NONE 2) Proposed measures to reduce or control environmental health hazards, if any: DOES NOT APPLY b. Noise 1) What types of noise exist in the area which may affect your project( for example: traffic, equipment, operation, other) ? AIRPORT AND ADJACENT INDUSTRIAL PROPERTY 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for 8 I i. Approximately how may people would reside or work in the completed project? CURRENT: 46 PHASE A: 60 PHASE B: 58 PHASE C: 67 j . Approximately how many people would the completed project displace? NONE k. Proposed measures to avoid or reduce displacement impacts, if any: DOES NOT APPLY 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plan, if any: EXTENSION OF CURRENT USE 9 . Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. DOES NOT APPLY b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle or low-income housing. DOES NOT APPLY C . Proposed measures to reduce or control housing impacts, if any: DOES NOT APPLY 10 . Aesthetics a. What is the tallest height of any proposed structure (s) , not including antennas; what is the principal exterior building material (s) proposed? BUILDING HEIGHT: 45' EXTERIOR: SHEET METAL 10 b. What views in the immediate vicinity would be altered or obstructed? NONE C. Proposed measures to reduce or control aesthetic impacts, if any: NONE 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? STANDARD POLE MOUNTED STREET TYPE LIGHTING AFTER DUSK b. Could light or glare from the finished project be a safety hazard or interfere with views? NO C. What existing off-site sources of light or glare may affect your proposal? NONE d. Proposed measures to reduce or control light and glare impacts, if any: NONE 12 . Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? NONE b. Would the proposed project displace any existing recreational uses? If so, describe. NO C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: NONE 11 I �, R 13 . Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? It so, generally describe. NO b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. NONE C. Proposed measures to reduce or control impacts, if any: DOES NOT APPLY 12 i • .r 14 . Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. TWO LANED PAVED; 47TH AVENUE NE; NO CHANGE TO EXISTING ACCESS b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? YES C. How many parking spaces would the completed project have? How many would the project eliminate? 48; NONE d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private) . NO e. Will the project use (or occur in the immediate vicinity of ) water, rail, or air transportation? If so, generally describe. NO f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. PHASE C: 21 MORE PRIVATE VEHICULAR TRIPS/DAY: PEAK PRIVATE VEHICLE TRIPS AT 5:30 - 6:00 AM AND 4:30 - 5:00 PM g. Proposed measures to reduce or control transportation impacts, if any: NONE 13 a � I - - - M1 15 . Public Services a. Would the project result in an increased need for public services (for example: re protection police protection, deal care, sc ools, other) ? If so, generally describe. INCREASED SQUARE FOOTAGE OF BUILDINGS b. Proposed measures to reduce control direct impacts on public services, if any. ADDITION OF HOSE REELS IN STRATEGIC LOCATIONS 16. Utilities a. Circle utilities currently available at the site; electricit natural gas, water efuse servic tele hone san sewer, ep is sys em other. b. Describe the utilities that are proposed for the project, the utility providing the service and the general construction activities on the site or in the immediate vicinity which might be needed. SAME AS EXISTING C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: X,/zz/. '17 J, Date Submitted: 14 �_ . , �. •• J =� ,, .. � - .. - •:• - r � � Test Report No: 13088 " I �C3 REPt�RT - A.A.R.TESTING LABORATORY, INC. File Na 96-1 Rom: 3-12-96 P.O.BOX 2523 Phone:(206)881-5812 Pm}ect ?"; nterprise Lumber PH. 1 REDMOND,WA 98073 FAX: (206)881-5441 Ades& f9 47th Ave S Gltyr Arlington CHG Building Systems Inc. ngatets N/A p[3N > Chuck Gross Archiitacct N/A 1100 SW 16th Renton,WA 98055 CorrtrBctcu N/A f �� Clwnsr NIA � /7 - _ INSPECTIO RERF+QRI�A Provided bolt tension verification for all (100%) structural steel bolted connections in phase I bldg. This structure is part of Enterprise Lumber Plant expansion. All high strength A325 bolting was found in conformance with A.I.S.C. standards for installation and tension. Turn-of-nut tension verification was employed with subsequent torque wrench inspection. In addition, "tight iron"was observed at all structural frame connections. FF u08Pla rOR E. F. Jones R3 Mark Jeonc MAILED: r THIS REPORT APPLIES ONLY TO THE ITEMS TE=STED OR REPORTED,AND MAY BE '' ''>,,,,.:- ,.-�;.:�:"• �• "ate REPRODUCED IN FULL WITH WRITTEN APPRO► \JAL OF AAR TESTING LABORATORIES, } �-• - INC. i � Q lam' AM Coz-�S . $Ile arr d rescfv-� T/�7i6 � 574Z P�3 wirr�sAe�a�' dfl 1 1 - � - 1 y 1 Enterprise Lumber Co. 3210 Smokey Point Dr., Suite 201 RFCaEIVED Arlington, WA 98223 Phone: (206)435-1111 8 19nq 95 Fax: (206) 651-2137 O A INGTON April 26 , 1995 Mr. Thomas R. Myers City Administrator City of Arlington Department of Community Development 238 North Olympic Ave . Arlington, Wa. 98223 Subject: Enterprise Lumber Company SEPA Review Dear Mr. Myers: Enterprise Lumber Company is pleased to receive notification of the City of Arlington' s nonsignificance determination co cerning our sawmill expansion project. In review of the City' s vironmental Assessment we wish to comment on the following: Page 3 . Item 3. Water. Part 1 Mitigation. AIt is suggested that the existing pumps be relocated to basin ,0#2 from existing basin #1 . The concern we have with this 6 recommendation is that it defeats one of the primary uses of the basins which is as surge capacity to "catch" and "retain" specific rainfall events ( 2 year, 5 year, etc. ) . Moving the pump from basin 1 to basin 2 will result in basin 1 filling during the rainy season and remaining full . This will significantly reduce the surge capacity available should a heavy rainfall event occur. The result will be an immediate overflow and mill flooding situation. We recommend that the currently designed system remain intact. Page 4 . Item 7 . Environmental Health. Part 1 . Mitigation. We are currently operating well within the construction hours outlined but expect that ( resulting from conflicts with mill operations ) some of the actual building construction will have to take place during "swing" shift in the summer and early fall months. Page 4 . Item 7 . Part 2 . Mitigation. It is our intent to enclose all permanent major noise sources as a result of the project. However, noise generated by and during construction is not possible to effectively enclose or shield. 11 �, ��.� - � r I ■ ti i +I I II L 5 �•• 15 u . ■ � � � � _ i � � ' � ._� I � • - � i � • � � ■`. � ii i ti i. Page 6 . Item 14 . Part 1 Mitigation Whereas the majority of our customer' s lumber and byproduct trucks will exit the mill and turn south on 47th Ave. heading for Smokey Point, lumber transferred from the site to our Company �F owned Reman facility at Portage Creek will continue to head north on 47th toward Arlington as well as a portion of the log trucks which originated off of Highway 9 or S . R. 530. We look forward to working with you on this expansion project. J Sinc r ober S . Pardo General Manager ( separesp) �: I I �� � r f .. ,� } TRANSMITTAL FORM DATE: PROJECT NAME: . TO: Materials are transmitted for: ED ❑ your review and comment 7Z, ❑ approval and comment Z ❑ as requested a p ❑ for your information - no action necessary �J ❑ for review at planning staff meeting Background: — � ?� Scheduled for This following information is being transmitted: Copies Date Description Additional Remarks: eye"), Signed: UZI i �. I ., � _ ICL y501 -srwi. 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TES-nNG6,INSPECTION / ENGINEERS / GEOLOGISTS PREVIOUS 84773 REPORT 15 c No. 'pOY+ 12919 N.E.126TH PLACE,KIRKLANO.WA 96034 12 0 61 9 23-95 00 DAT NO. _ EV ERETT 1206)259-0617 ^- I A- (�1 S CEn� I I +y PROJECT I R LOCATION V C ( 1 Y ve BLDG. PERMIT NO. OWNER TO: � �'f2Z�5 r4�.�� .- WEATHER TEMP. AT AM AT PM / ENGINEER ARCHITECT ATTN: CONTRACTOR (2) ITEMS INSPECTED INSPECTION PERFORMED — FOUNDATIONS _ RESTEEUCONCRETE _ RESTEEL ONLY — FOOTINGS _ SLAB RESTEEUMASONRY _ STR.STIWELDING _ AUGER CAST PILES _ COLUMNS OTHER — STR.STIBOLTING — DRILLED PIERS — WALLS — BEAMS ( �� LOCATION(AREAS) / c� 5 U CONCRETE/MASONRY MIX NO. DESIGN STRENGTH(('c) SUPPLIER TOTAL CU. YD. PLACED SLUMP(INCHES) SPECIMENS CAST AIR/CONTENT(%) SEE CYLINDER REPORT NO. ✓YES_NO_ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG.DEPT.APPROVED PLANS,SET NO. REMARKS: 05 L' 3Z- o✓ P �n l tl i!/I Q �L 1 o/ N r HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR -r COPIES TO: L � •z/ FI EL REPOR SIGNED: FORM NO.CTL•89.1 � , I I...,P"r-2- (,,,, o 1 001-3=10.W Dwift t btaahaoial: =u : 001-341.E2.00 Zeft k Swbdivirioo 001-341.33.00 mm Cw*Fee. 001-3U.00.01 St.Mft,Calls Fee 001-341-6R-00 Cagy Fes 001-M.00.01 CS R6mbanab4a 001.3s9.00.03 Rados kits 101-343.90.00 Sheet Rsimbanabla 107-369.90.10 Tvm M lmpmcntcat 107-369.90.11 Went Ave&mw Impact 107-369.90.= hip Gmarteios 107-369.90.14 Fat D&L Mrti=a m 107-380.00.10 School wAijatim 107-369.90.17 67th lmpravemeaa 107-369.90.27 Sheet Fea=p 103-343.73.4 Water Tap L 104-343.74M Smw Tap L i 401-343.73.20 Water 000aouiao 401-343.74.= Side Sever Pamiw 001-US.0.00 Deposk 001-34143-10 Pin Review/ca"Imp • Addmu i .o 'a :� 1 CITY OF ARLINGTON July 18, 1995 1�a ove� Brian Abbott Enterprise Lumber 3210 Smokey Point Drive Suite 201 Arlington, Washington 98223 Dear Brian: The submitted site civil drawings cannot be reviewed as submitted. The following additional requirements are necessary before we can review the drawings: 1) Provide the estimated costs of the site civil construction; 2) Provide the 2.5% plan review fee of the estimated site civil costs for construction. If you have any questions please give me a call at 435-0724. Sin -'Cly, David W. Anderson Building Official c4,LJJ Dam a h 2-27 @ �;4�s' �.�(. �e i koU'c�f e.1/ t,7- C;v"' COST I �C 14�1. 14 ,/0;�5 $4 r� t qq ' 00'AL 1, LA Pt 0a,� ►1 Seta to �k+ �x r-101- LH1Id9l'� C�Kc /�Cc. �o►tf�t�Pn L_ J C.A10 Eo1 -),8 1CMH 0 CR Department of Community Development 238 N.Olympic Ave. • Arlington, WA 98223 • (206) 435-0724 FAX (206) 435-3906 At I 1 Y �• I CITY OFA.RLINGTUN July 18, 19950/00 Cl Brian Abbott Enterprise Lumber 3210 Smokey Point Drive Suite 201 Arlington, Washington 98223 Dear Brian: The submitted site civil drawings cannot be reviewed as submitted. The following additional requirements are necessary before we can review the drawings: 1) Provide the estimated costs of the site civil construction; 2) Provide the 2.5% plan review fee of the estimated site civil costs for construction. If you have any questions please give me a call at 435-0724. Sin ely, David W. Anderson Building Official a Department of Community Development 238 N. Olympic Ave. • Arlington, WA 98223 - (206) 435-0724 • FAX (206) 435-3906 r� ti ;, �Y 'r r �� ��� ��� •. s + r y _ _ � `' � `-�� �- _ w� t ri L. :T R I I i CITY OF ARLINGTOP CLCETTER"W " D laC SED"T"TQIL DEPARTMENT OF COMMUNITY DEVELOPMENT 238 N. Olympic, Arlington, VITA 98223 -' DATE JOB NO. ❑ Building El Engineering ❑ Planning ATTENTIONS��� ✓ <�� Phone (206) 435.0724 FAX (206) 435.3906 RE: WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints Plans ❑ Samples Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION _ 1 I THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution > ❑ As requested ❑ Returned for corrections ❑ Return corrected prints 'For review and comment ❑ — ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS - f i r i COPY TO —,o hie-consumer Content•to/Post-Consumer Content SIGNED: 1�w — PRODUCT240 �Inc,Grown,Mm 01471 If enclosures are not as noted, kindly notify us at once. i CITY OF ARLINGTOV- [LIEUTEUP '11F UQQMSE TTYQ& DEPARTMENT OF COMMUNITY DEVEi._--IMENT 238 N. Olympic, Arlington: WA 98223 DATE JOB NO. Building ❑ Engineering 0 Planning � ATTENTION Phone (206) 435-0724 FAX (206) 435-3906 FIE: TO > WE ARE SENDING YOU`'�4_Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints L Plans ❑ Samples -'Specifications ❑ Copy of letter ❑ Change order Ll COPIES DATE NO. DESCRIPTION I THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution > ❑ As requested ❑ Returned for corrections ❑ Return corrected prints IJ For review and comment ❑ LI FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS I i I I COPY T0— i 40%PreonsuninrContent•io%Post-Consumer Content SIGNED: C r PRODUCT240 Inc,Croton,Mast 01471 if enclosures are not as noted, kindly notify us at I I "// Ae- Fz-o -4 wtoVA.�� rah asc� ,f� 1VF T)F"N040 ski' ME �C NEEMORMSE MIKE ME SEE ■ A -,tyl oil 1"Num MONE] M na11mms I "- r:F1� ��mom a IRE no MEN ISM E. 0 No El 11 mom MaMMIS No IN MEN � MPPN��t/Vcf _J himdol ISM Wk.M .4 9!11 Wis a MEN RE N=M 6 a R INS oil a Ml a MOMEN a us MEM S■ih1 0 ONE lson MEIN 11 February 26, 1995 Enterprise Lumber Company 3210 Smokey Point Drive Suite #201 Arlington, Washington 98223 RE: Permit No. #95-1796 Site Civil Review Steel Building 19521 47th Ave NE Arlington Statement / Invoice Date Services Receipt Debit Credit Balance 08/22/95 Deposit #2601 3,050.00 3,050.00 Balance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $3,050.00 EXHIBIT' l n•nat portion of the Northeast Quarter of the Southeast Quarter of Section 16 , and that portion of the Northwest Quarter of the Southwest Quarter of Section 1_5 , Township 31 North, Range 5 East of the Willamette Meridian, described as follows: Commencing at the Northwest corner of the said Northeast Quarter of the Southeast 30" W. along the West line of said Quarter; thence S 0 ° 27 ' subdivision, a distance of 1199 . 73 feet; thence S 87 ° 15 ' 02" E, parallel with the South line of Southeast Quarter of said Section 16 , a distance of 173 . 53 feet ; thence N 2 ° O1 ' 13" W a distance of 605 . 83 feet to the True Point of Beginning; thence continuing N 2° 01 ' 13" W a distance of 42 . 52 feet; thence N 0° 39 ' 52" E a distance of 211. 98 feet to a point referred to hereinafter as Point "A" ; thence N 5° 20 ' 07" W a distance of 60 . 13 feet; thence N 84 ' -' 25 ' 58" E a distance ' of 20 . 35 feet ; thence N 1 ° 47 ' 24" W a distance of 128 . 62 feet; thence S 88 ° 57 ' 28 E a distance of 480 . 17 feet; thence N 820 17 ' 57" E a distance of 184 . 11 feet; thence S 86° 14 ' 41" E a distance of 585 . 29 feet; thence S 0° 30 ' 40" E a distance of 445. 44 feet; thence- N 880 571 28" W a distance of 1262 . 37 feet to the True Point of Beginning. TOGETHER WITH the following described tract: Beginning at said Point "A" ; thence S 64 ° 56 ' 43" W a' distance of 139 . 70 feet to a point that is 20. 00 feet East of the West line of;;-.s.aid subdivision, as measured at right angles thereto, and which point is on the East margin of that County road .known as 47th Avenue NE; thence N 0° 27 ' 38" E, along the East margin of said road, a distance of 120.00 feet ; thence S 89' 32 ' 22" E a distance of 120 . 01 feet; thence S 5°, 20 ' 07" E a distance of 60 . 13 feet to the point of beginning. Containing 13 . 33 acres. Situated in Snohomish county, State of Washington =r :�- r i, A. BACKGROUND 1. Name of proposed project, if applicable: MILL MODERNIZATION 2 . Name of Applicant: ENTERPRISE LUMBER COMPANY 3 . Address and phone number of applicant and contact person: 3210 SMOKEY POINT DRIVE, STE. 201, ARLINGTON, WA 98-223: ROBERT PARDO 4 . Date checklist prepared: 02/16/95 5 . Agency requesting checklist: CITY OF ARLINGTON 6 . Proposed timing or schedule (including phasing, if applicable) : PHASE A, - 4-6 MONTHS PHASE B - 4-6 MONTHS PHASE C - 4-6 MONTHS 7 . Do you have any plans for future additions, expansions, or further activity related to or connected with this proposal? UNKNOWN AT THIS TIME 8 . List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. r. NONE 9 . Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. NO 10 . List any governmental approvals or permits that will be needed for your proposal, if known. CITY OF ARLINGTON BUILDING PERMIT 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. ADDITION OF BUILDINGS' TO THE EXISTING SAWMILL WHICH WILL HOUSE ADDITIONAL SAWMILL EQUIPMENT. THE EXISTING SITE ENCOMPASSES OVER 30 ACRES AND THE PROJECT, THROUGH PHASE ;C, WILL INVOLVE 1.7 ACRES. 2 12 . Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s,) . Provide a legal description, site plan, vicinity map, And topographic map, if reasonably available. While you should submit any plans required by the agency you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 19521 47TH AVENUE NE, ARLINGTON, WA 98223 TWN 31 RGE 5 SECTION 16 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site(circle one) : lit rolling,hilly, steep slopes, mountainous, other b. What ;.s the steepest slope on the site (approximate percent slope) ? 1% c. What general types of soils are found on on the site (for example, clay, san , gravel, peat, muck) ? If you know e classification of agricultural soils, specify them and note andy prime farmland. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. NO e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. LIMITED FILL ON NORTH BOUNDARY: SOURCE: EXISTING SITE 3 :�,:� �� i 1 f . Could erosion occur as a result of clearing, construction, or use? if so, generally describe. l�"-A\ id0 g. About w at percent of the site will be covered with impervious surfaces after project construction(for example, asphalt or buildings) ? PEASE A - Oda PHASE B - 7% PHASE C - 7% (NO CHANGE FROM PHASE B) h. proposed measures to reduce or control erosion, or other impacts to the earth, if any: NONE 2. Air a. What types of emissions to the air would result from the proposal (i. e. ,dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. CONSTRUCTION: DIESEL FUEL FUSS/DUST OPERATING FACILITY: DUST/WOOD DUST b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. NO C. Proposed measures to reduce or control emissions or other impacts to air, if any: NONE ABOVE THOSE IN EXISTENCE 3 . Water. a. surface: 1) Is there any surfZLce water body on or in the immediate vicinity of the site ( including year-round and seasonal streams, saltwater, lakes, ponds, wetlands) ? If yes, describe type and provide names . If appropriate, state what stream or river it flows into . NONE 4 ,, _ �. + I 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. NO 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicated the source of fill material. NONE 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. NO 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. NO 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. NO b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. NO 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if an (for example : omestic sews e , industrial, con aininq the following chemicals. . . ; agricultural; etc. ) . 5 - ,� ,, .� .. I I �' Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable) , or the number of animals or humans the system(s) are expected to serve. NO CHANGE TO EXISTING DRAINFIELDS C. Water Runoff (including storm water) : 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known) . Where will this water flow? will this water flow into other waters? If so, describe. SOURCE: RAINFALL CONTAINED BY EXISTING CLOSED SYSTEM OF DRAINS, CULVERTS, AND PONDS. 2) Could waste materials enter ground or surface waters? If so, generally describe. NO d. Proposed measures to reduce or control surface, ground, and runoff impacts, if any: NONE 4 . Plants a. Check or circle types of vegetation found on the site: X deciduous tree: alder,maple,aspen,other X evergreen tree:fir,cedar,pine,other shrubs X grass pasture crop or grain wet soil plants : cattail , buttercup,bulrush, skunk cabbage, other water plants : waterlily , eelgrass,milfoil,other other types of vegetation b. What kind and amount of vegetation will be removed or altered? THAN 0.1% OF COVER DECIDUOUS AND EVERGREEN . . C. List threatened or endangered species known to be on or near site. NONE 6 i _ � _. I i �, i d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: NONE, SURROUNDED--BY GREEN BELT S. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk,heron, sagle, songbirds,other: mammals:deer,bear, elk,beaver,other: fish: bass, salmon, trout, herring, shellfish, other• NONF b. List any threatened or endangered species known to be on or near the site. NONE C. Is the site part of a migration route? If so, explain. NO d. Proposed measures to preserve or enhance wildlife, if any: DOES NOT APPLY 6 . Energy and Natural Resources a. What kinds of energy electric, natural gas, oil, wood stove, s wi 1 be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. MANUFACTURING 7 } _ ,. �. ..- II I I II +� I b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. NO C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: POWER FACTOR CORRECTION / HIGH EFFICIENCY MOTORS WHEREVER POSSIBLE AND FEASIBLE/REGENERATIVE DRIVES WHEREVER FEASIBLE 7 . Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, ridk of fire and explosion, spill or hazardous waste, that could occur as a result of this proposal? If so, describe. NO r 1) Describe special emergency services that mighe be required. NONE 2) Proposed measures to reduce or control environmental health hazards, if any: DOES NOT APPLY b . Noise 1) What types of noise exist in the area which may affect your project ( for example: traffic, equipment, operation, other) ? AIRPORT AND ADJACENT INDUSTRIAL PROPERTY 2) What types and levels of noise would be created by or associated with the project on a ;short-term or a long-term basis (for a i ` ., i. Approximately how may people would reside or work in the completed project? CURRENT: 46 PHASE A: 60 PHASE B: 58 j . Approximately how many people would the completed project displace? NONE k. Proposed measures to avoid or reduce displacement impacts, if any: DOES NOT APPLY 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plan, if any: EXTENSION OF CURRENT USE 9 . Housing a. Approkimately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. DOES NOT APPLY b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle or low-income housing. DOES NOT APPLY C. Proposed measures to reduce or control housing impacts, if any: DOES NOT APPLY 10 . Aesthetics a. What is the tallest height of any proposed structure (s) , not including antennas; what is the principal exterior building material (s) proposed? BUILDING HEIGHT: 45' EXTERIOR: SHEET METAL 10 � � II T I' � �. �'i {� I b. What views in the immediate vicinity would be altered or obstructed? NONE c. Proposed measures to reduce or control aesthetic impacts, if any: NONE 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? STANDARD POLE MOUNTED STREET TYPE LIGHTING AFTER DUSK b. Could light or glare from the finished project be a safety hazard or interfere with views? NO C. What existing off-site sources of light or glare may affect your proposal? NONE d. Proposed measures to reduce or control light and glare impacts, if any: NONE 12 . Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? NONE b. Would the proposed project displace any existing recreational uses? If so, describe. NO C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: NONE 11 i ,, �� 13 . Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. NO b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. NONE C. Proposed measures to reduce or control impacts, if any: DOES NOT APPLY 12 t4 �' III 14 . Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. TWO:LANED PAVED; 471H AVENUE NE; NO CHANGE TO EXISTING ACCESS b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? YES c. How many, parking spaces would the completed project have? How many would the project eliminate? 48; NONE d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private) . P tNO e. Will .the project use (or occur in the immediate vicinity of ) water, rail, or air transportation? If so, generally describe. NO f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. PHASE C: 21 MORE PRIVATE VEHICULAR TRIPS/DAY: PEAK PRIVATE VEHICLE TRIPS AT 5:30 - 6:00 AM AND 4:30 - 5:00 PM g. Proposed measures to reduce or control transportation impacts, if any: NONE 13 I * • 7 f •.n:� i1i 15 . Public services a. Would the project result in an increased need for public services (for example: re protecti2o2nD police protection, -55-a-TIEh care, schools, other) ? If so, generally describe. INCREASED SQUARE FOOTAGE OF BUILDINGS b. Proposed measures to reduce control direct impacts on public services, if any. ADDITION OF HOSE REELS IN STRATEGIC LOCATIONS 16 . utilities a. Circle utilities currently availab at the site; electricit natural gas, water efuse servic ele hone san sewer, eptic sys em other. b. Describe the utilities that are proposed for .the project, the utility providing the service and the general construction activities on the site or in the immediate vicinity which might be needed. SAME AS EXISTING C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on, them to make its decision. - signature: Date Submitted: 14 .` . .k � , �' 4 f. EXHIBIT A Tnat portion of the Northeast Quarter of the Southeast Quarter of Section 16 , and that portion of the Northwest Quarter of the Southwest Quarter of Section 15 , Township 31 North Range 5 East of the Willamette Meridian, described as follows : Commencing at the Northwest corner of the said Northeast Quarter of the Southeast Quarter; thence S 0° 27 ' 30" W. along the West line of said subdivision, a distance of 1199 . 73 feet; thence S 87 ° 15 ' 02" E, parallel with the South line of Southeast Quarter of said Section 16 , a distance of 173 . 53 feet ; thence N 2 ° 01 ' 13" W a distance of 605 . 83 feet to the True Point of Beginning ; thence continuing ..t N 2 ° 01 ' 13" W a distance of 42 . 52 feet; thence N 0° 39 ' 52" E a distance of 211. 98 feet to a point referred to hereinafter as Point . , "A" ; thence N 5° 20 ' 07" W a distance of 60 . 13 feet; thence N 84 ° `c,-�•.' 25 ' 58" E a distance of 20 . 35 feet; thence N 1° 47 ' 24" W a "b ;s>. distance of 128 . 62 feet; thence S 88 ° 57 ' 28 E a distance of 480. 17 ;s feet; thence N 82° 17 ' 57" E a distance of 184 . 11 feet; thence S 86° 14 ' 41" E a distance of 585 . 29 feet; thence S 0° 30 ' 40" E a distance of 445 . 44 feet; thence N 88 ° 57 " 28" W a distance of 1262 . 37 feet to the True Point of Beginning. TOGETHER WITH the following described tract: Beginning at said Point "A" ; thence S 64 ° 56 ' 43" W a distance of 139 . 70 feet to a point that is 2�-, . 00 feet East of the West line of.. s.aid subdivision, as measured at right angles thereto , and which point is on the East margin of that County road known as 47th Avenue NE; thence N 0° 27 ' 3811 E, along the East margin of said road, a distance of 120.00 feet ; thence S 89 ° 32 ' 22" E a distance of 120. 01 feet; thence S 5 °. 20 ' 07" E a distance of 60. 13 feet to the point of beginning. Containing 13 . 33 acres. Situated in Snohomish County, State of Washington a A. BACKGROUND 1. Name of proposed project, if applicable: MILL MODERNIZATION 2. Name of Applicant: ENTERPRISE LUMBER COMPANY 3 . Address and phone number of applicant and contact person: 3210 SMOKEY POINT DRI','E, STE. 201, ARLINGTON, WA 98223: ROBERT PARDO 4 . Date checklist prepared: 02/16/95 S . Agency requesting checklist: CITY OF ARLINGTON 6 . Proposed timing or schedule (including phasing, if applicable) : PHASE A, - 4-6 MONTHS PHASE B - 4-6 MONTHS PHASE C - 4-6 MONTHS 7 . Do you have any plans for future additions, expansions, or further activity related to or connected with this proposal? UNKNOWN AT THIS TIME a . List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. r NONE 9 . Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. NO 10 . List any governmental approvals or permits that will be needed for your proposal, if known. CITY OF ARLINGTON BUILDING PERMIT 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site . There are several questions later in this checklist that ask you to describe certain aspects of your proposal. you do not need to repeat those answers on this page. ADDITION OF BUILDINGS' TO THE EXISTING SAWMILL WHICH WILL HOUSE ADDITIONAL SAWMILL EQUIPMENT. THE EXISTING SITE ENCOMPASSES OVER 30 ACRES AND THE PROJECT, THROUGH PHASE �C, WILL INVOLVE 1.7 ACRES;. 2 r- m 12 . Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site (s) . Provide a legal, description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 19521 47TH AVENUE NE; ARLINGTON, WA 98223 TWN 31 RGE 5 SECTION 16 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B . ENVIRONMENTAL ELEMENTS I. Earth a. General description of the site (circle one) : let rolling,hilly, steep slopes, mountainous, other 41 b. What -,is the steepest slope on the site (approximate percent slope) ? 1%0 C. What general types of soils are found on on the site (for example, clay, san , gravel, peat, muck) ? If you know e classification of agricultural soils, specify them and note andy prime farmland. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. NO e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. LIMITED PILL ON NORTH BOUNDARY: SOURCE: EXISTING SITE 3 I f . Could erosion occur as a result of clearing, construction, or use? If so, generally describe. NO g. About w at percent of the site will be covered with impervious surfaces after project construction(for example, asphalt or buildings) ? PHASE A - 0% PHASE B - 7% PHASE C - 7% (NO CHANGE FROM PHASE B) h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: NONE 2 . Air a. What types of emissions to the air would result from the proposal (i. e. ,dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. CONSTRUCTION: DIESEL FUEL FUNS/DUST OPERATING FACILITY: DUST/WOOD DUST b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. NO c. Proposed measures to reduce or control emissions or other impacts to air, if any: NONE ABOVE THOSE IN EXISTENCE 3 . Water. a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site ( including year-round and seasonal streams, saltwater, lakes, ponds, wetlands) ? If yes, describe type and provide names . If appropriate, state what stream or river it flows into . NONE 4 i .� �. ,�� 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. NO 3) Estimate the amount of f ill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicated the source of fill material. NONE 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. NO 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. NO 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. NO b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. NO 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if an (for example : omestic sews q e , industrial, con aining the following chemicals. . . ; agricultural; etc. ) . 5 i � • . r: i. I .t Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable) , or the number of animals or humans the system(s) are expected to serve. NO CHANGE TO EXISTING DRAINFIELDS c. Water Runoff (including storm. water) : 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known) . Where will this water flow? Will this water flow into other waters? If so, describe. SOURCE: RAINFALL CONTAINED BY EXISTING CLOSED SYSTEM OF DRAINS, CULVERTS, AND PONDS. 2) Could waste materials enter ground or surface waters? If so, generally describe. NO d. Proposed measures to reduce or control surface, ground, and runoff impacts, if zany: r NONE 4 . Plants a. Check or circle types of vegetation found on the site: X deciduous tree: alder,maple,aspen,other X evergreen tree:fir,cedar,pine,other shrubs X grass pasture crop or grain wet soil plants : cattail , buttercup,bulrush, skunk cabbage, other water plants : waterlily , selgrass,milfoil,other other types of vegetation b. What kind and amount of vegetation will be removed or altered? DECIDUOUS AND EVERGREEN . . . LESS THAN 0.1% OF COVER c. List threatened or endangered species known to be on or near site. NONE 6 d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: NONE, SURROUNDED-BY GREEN BELT S . Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk,heron, sagle,songbirds,other: mammals:deer,bear, elk,beaver,other: fish: bass, salmon, trout, herring, shellfish, other: NON b. List any threatened or endangered species known to be on or near the site. NONE C. Is the site part of a migration route? If so, explain. NO d. Proposed measures to preserve or enhance wildlife, if any: DOES NOT APPLY 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, so wi 1 be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. MANUFACTURING 7 i .. •. � .i �` 1 �� b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. NO c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: POWER FACTOR CORRECTION / HIGH EFFICIENCY MOTORS WHEREVER POSSIBLE AND FEASIBLE/REGENERATIVE DRIVES WHEREVER FEASIBLE 7 . Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, rick of fire and explosion, spill or hazardous waste, that could- occur as a result of this proposal? If so, describe. NO 1) Describe special emergency services that might+'be required. NONE 2) proposed measures to reduce or control environmental health hazards, if any: DOES NOT APPLY b. Noise 1) What types of noise exist in the area which may affect your project ( for example: traffic, equipment, operation, other) ? AIRPORT AND ADJACENT INDUSTRIAL PROPERTY 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for 3 I I i, Approximately how may people would reside or work in the completed project? CURRENT: 46 PHASE A: 60 PHASE B: 58 PHASE C: 67 j . Approximately how many people would the completed project displace? NONE k, Proposed measures to avoid or reduce displacement impacts, if any: DOES NOT APPLY 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plan, if any: EXTENSION OF CURRENT USE 9 . Housing a, Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. DOES NOT APPLY b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle or low-income housing. DOES NOT APPLY C. Proposed measures to reduce or control housing impacts, if any: DOES NOT APPLY 10 . Aesthetics a. what is the tallest height of any proposed structure (s) , not including antennas ; what is the principal exterior building material (s) proposed? BUILDING HEIGHT: 45' EXTERIOR: SHEET METAL 10 r i. I b. What views in the immediate vicinity would be altered or obstructed? NONE C. Proposed measures to reduce or control aesthetic impacts, if any: NONE 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? STANDARD POLE MOUNTED STREET TYPE LIGHTING AFTER DUSK b. Could light or glare from the finished project be a safety hazard or interfere with views? NO C. What existing off-site sources of light or glare may affect your proposal? ' NONE d. Proposed measures to reduce or control light and glare impacts, if any: NONE 12 . Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? NONE b. Would the proposed project displace any existing recreational uses? If so, describe. NO C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: NONE 11 _ � �+. ;� I I I 13 . Historic and cultural Preservation a. Are there any places or objects listed on, 'or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. NO b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. NONE c. Proposed measures to reduce or control impacts, if any: DOES NOT APPLY 12 ., w 14 . Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. TWO:LANED PA�TFD; 47TH AVENUE NE; NO CHANGE TO EXISTING ACCESS b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? YES C. How many parking spaces would the completed project have? How many would the project eliminate? 48; NONE d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private) . r NO e. Will -,the project use (or occur in the immediate vicinity of ) water, rail, or air transportation? If so, generally describe. NO f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. PHASE C: 21 MORE PRIVATE VEHICULAR TRIPS/DAY; PEAK PRIVATE VEHICLE TRIPS AT 5:30 - 6:00 ANC AND 4:30 - 5:00 PM g. Proposed measures to reduce or control transportation impacts, if any: NONE 13 15 . Public Services a. Would the project result in an increased need forpublic- services (for example: re protection) police protection, ea care, schools, other) ? If so, generally describe. INCREASED SQUARE FOOTAGE OF BUILDINGS b. Proposed measures to reduce control direct impacts on public services, if any. ADDITION OF HOSE REELS IN STRATEGIC LOCATIONS 16. utilities a. Circle utilities currently availab at the site; electricit natural gas, water efuse service--, ele hon san y sewer, ep zc sys em of er. b. Describe the utilities that are proposed for ,the project, the utility providing the service and the general construction activities on the site or in the immediate vicinity which might be needed. SAME AS EXISTING c. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. - Signature: Date Submitted: 14 CITY Or ARLINCPTON CONSTRUCTION rrTMlt (j colAPINAtIoFI K) Ml11LlhIN0 rj IuIEc11AMICAL (_.] M-UMtilmn LA 91ON p1111Mlfi NO. V"111IT MAIL Atiums Clly 111' rlltmt ENTERPRISE LUMBER CO. 3210 SMOKEY POINT DR. STE_ . 201 ARLINGTON, WA 98223 (360) 435-1111 ARCIIIIiCI OR W_%I NER MAIL AVURE55 - city11r rMoNE J. DER ALLISON P.O._ BOX 31 SHERWOOD, OR 97140 (503) 625-7311 GErrEnAl(,qff R (_ U MAIL A00111155 (:IIY Llr rll()Nt 1R..N5t _FN=PRTSEr,I,1TKRER COMPANY_---- ___-- MI-(IIArIICA1.(,VNIRA(-,Ir)R MAIL AhUR1.55 (:NV 1.Ir 1`1101"IE UCEI15E IT rttTMniw;r:01JIRAU0f( MAIL AI)I)RESS (;IIY Zlr ►IIO)•IF. LIC[Ntt f CI.A55 or WORK [AFJIW �:_-ADUItiON [JALiERAIIUN UjtmmR []UCR1nl_IIION E)PU11.1)INGRr_LUCAiION VAI VA tlr,)Fd r)r wr)Rk �_-- ry)SCaIRI w(7rtv, f Erect steel blridit s relocate unsided�ole_ building rRUrtlSt if IISI ryl RtlfLhRJG 11 IEREnY CFR11rY TI IAT I 1 IAVF READ AND EXAMINED 71IIS A rI cA_ ___�iTMRER i ION AND KNOW 11 IF SAME TO nE TRUE AND CORRECT All rROVt- I II,AI.III St nlrt ION OI rnUr1,R I Y IMI()4fJ n1.1.()W OR A I tA(.11 I(?fill Firms) tlON5 Or LAWS AND ORDINANCES GOVERNING TI 115 tYPF Or WORK LoI_ --nttx:K or WILI. RF COMi'I_IFD W111i WI IE111F.R SPECIIIFD lIFRIN OR NOT, it IF ('RANI ING Or A i'FRMIr DOES NOT PRESUME TO GIVE AUiI IORItY TO REFER TO ATTACHED \1101.ATF OR CANCEL 11IE i'ROVNIONS Or ANY OiIiFR STAiF OR TAX IoFIUIdBEn ---- IpUI_LAW RFGULAiINGCONSTRUCT ION Or it IFPERrORMAN(:FOr (ONSiRUCTIU PERMIi . FIRES i YEAR FROM DATE Or ISSUANCE. 91�Q�97116 _ (IGt+ATuaE 0 . oN cl R OR fit QF0 A E It onft Finn mvimI S; g 19521 hAve, NE Arling ton WA 8223 X for F ICE VSE ONLY) MI CIIANICAi.. rLun1PIN(-1 __ _ FIT), tYrE_U( i lxtURE F Er: NU, _ tyrE or EVUIrMENr rEE _ «AiLRCW5i11'—P(EII — AIR CONU.UN115 - II.r,EA. IIA1111Uri — REtnIGERAI ION UNI15 -ILP,EA. 1_AVAIURY (%VA511 OASu•1) PUIURS-11,P,EA _ 51To%%LR -- GAS rIREI)A.C.UNI15 - IONNAGE EA. KI ICIILN 51NK �. ISr. - tORCEU At SYSIEMS - P.t,U. MEA — ui5i1_wnsliLlt WALL HEATERS-DAM. N1 _ LAUNDRY TRAY _ _ -- UNII IIfAIERS- Ia.1.U. M _ CLOIIILI WA51ILIt EVAWRAIIVE COOLERS _ -- "A 1 E_R IILA i LR -- --- -- C1.0111E5 DRYERS URINAL `� VENi ILA i ION 1'AN 1)R INK INUIOUNIAIN `_ RANGE IIUUUCOMMERCIAL _ I LOUR URAIN \ AIR iIANOLING UNIi - CrM. VACUUM OREAKERS _ _ 510yt _ RUUI DRAIN5 - RAINLLAVERS — MEIAL riRtPLACE A CIIIMNEY SINk iSERVICE - OAR,EIC.) \ WATER IMATER -GAS PIPING SUP tofAL 1 — 51.10 1otAL 1 \ rERMIt ! rERMIT ! _ iVIAL PEE ( iVIAL PEE 1 SI11I.Y,v(I7StInACk 4IRI,ET51-TRACK REAR YARUSt19Ar.'.K I'll ANC11ECt(NUMBER I'LANCIfECKtEt 1 yc - �� . PEE AEcEt►t No. U5( /twl t(It AREA VACANT Siff, (JYtt FIo PEES VALUAiIUN PEE 1-,q OT CON51 fxctrrAfICYGRvur Np.O1 nwE1.L1Nt:LINT It rlANCIIECKINd 40 ntIILbINo 4 .:=d ���.J ti ST/t Ul nl_UG. fR).Of STOR11,5 MAX,()EC.1.0AtI l '� _ r1rUMnING » It in srpI"KI,ERt itEgU1R111 1__.1 YES LJ IIO F.(FCIIIINICAI COMMENTS cIMFnlr)G,COnE Ef IERGY Cobt SURCI IARGE _ rrNALtY — R W�, sEc.ie)Id vvntF.R/SEWER FEES RECEIV P JV L �%g Tg1At iUN 2 �7.f cim PtItkilt VAunMION d h% Gsil`OF ARLI' wt ItN raorraty vAUnAtw nN n ns srAcn tl ns IS YOUR I'MItt AR101rr r,ITY OF ARLINGTON rAft) CRA nv [r• ACeECS(7r1.�/Fr'r�l_ICAf)i, Tr1EASUnf_M, (t117!?. [�Et'T. MMIDIPIG(+ftr(;txt fiAlE neconos cot�Y •� r CITY or hrtlrNcTc�N CONSTRUCTION rr_:rtMlt . [_� C01df111JAf ION t1j riII1Lbiw; l Mr.CIIAMICAL [_•.) tILUME11NO [j 810" pr-pMlfi NCB (1 WfrLR MXII. (1�7mul -- (.11Y lit �I icirJE _Et=PRISE LUMBER CO. 32i0 SMOKEY POINT DR. STE, . 201 APILINGTON, wA 98223 (360) 435-1111 ACCIIIIICI UR DP..5lt:1f F.R MAIL A00;tf.55 f•IlY ZIr 1`110NE J� D�ALLISON P.O. BOX_31 _ SHERWOOD, OR 97140 (503) 625-7311 Gt-rrLRAt LUN Rxt, U MAIL A00ftf S5 CITY ttr I'IIUNE L-TT.NSE —F=1?R T SST. ER COMPANY All-(fIANICAI.(-UNfRA(If)R MAIL At)17RtS5 City or rnONE UCEf75Ef rr.VAlnlr,Gr:Uf41AAC10R MAII.A(7URf.SS — tilY tip rllout LICETISEI CI.A55 r7F WORK NI W LX;AUUlllot$ ALIERAIION Rt.rAlrt OtKIr7LI I ION ID IIIIII.DING RELUcAtION VAf,I1AtIUr1 qr Wr7nK $85.700. - ....-- f)1 SURlnf.WOrtp _Erect steel_bu ldings/relocate-_unsided_-.Pole building_ rnl)rO51 I1 U5f„Olgt ni.iii.(in+c; I I Ir•RrnY CER11rY TI IAT I I IAVE READ AND EXAMINED T1115 A1'rUCA- [] I ION AND KNOW 11 IF SAME TO nF TRUF AND CORMUCT ALL r ROvI- 1 1,(,A1,171 5(n Ir t 1(1N O1 rRUr1•R I Y(5I1(1Wfl nt-LOW(1R A I tA(,111 r7L1R(.nr11.51 SIONS Or LAWS AND ORDINANCES GOVERNING TI 115 1YrF.Or WORK I-nt_ nt1x:K (7r___ _ WILL nF COMPLIFL) W11II WI IE1I IF.R SVF.CIrIF0 I IFRIN OR NOT.'11IF (RANI INC;OrA vrRmIt DOES NO1 r'RFSUKIF.10 GIVE AUTI IORItY to REFER TO ATTACHED VIOLATE OR C-ANCFL T11r: vROVI510N5 Or ANY O111FR STA1E. UR •TAX f D F1 U1-49F r1 I OCAI-LAW REGULA I ING CUNSTRUC110N C1r it IF,mrORMANCE or (.ONSIRUCIIUN, R T . 'i E5 1 YEAR rROM DATF Or ISSUANCE, _910U7116 _ _.-._ "ONAIURE Or Nt o A t AGUIT C)ArE Ion ArniRl 55 19521,_4____Ave,_ NE . Arlin ton WA 98223 `� (orrlCE USE ONLY) — 1 �` _ MLCIIANICAI- _ _ rlUMUINc NU, TYrt_UI IIx1URE IL1•. No. tYPEOt EVUIrMENT rtt _ wA ILR CL051, 1 11UILL 11 At It CUNU.UNI IS - Il.r.EA• UA 1 111 Uh rtEr RIGERA I ION UNITS -11.r.EA. 1-AVAIUItY I1CA51113A51N) _ OUILERS-II.r• EA _ 5110%kLit GA rIREU A.C.UN115 - IONNAGE EA. _ KI I C I I L N 5INk d UI5r._ _ r_URCEU_A_IR SYSILMS - B•t.U. MEA _ UISIIWASIILIt WALL IIEAIERS - n.t.U. N1 _ LAVNDI(YTRAY _ _ LINT IIItAIERS - P.T.U, M _ _ CLOIIIL5 WA51ILR EVAPURATIVE COOLERS _ WA I L•It I ILA I Lit -- -� — CLUI IIES OR.YERS URI14AL _ _ VEN11LAtION rAN DRINKING T OUN I AIN RANGE IIUUt)COMMERCIAL _ I LUUR DRAIN _ AIR IIANULING UNIT — crM _ VACUUM nRLAkEttS StUVE _ ROUT TRAINS•- ItAINLLAUElt5 MEIAL I'MI'LACE A CII►MNEY _ 51N1 (SERVICL - TIAR,LIC•) WA1ER MAIER _ GAS PIPING SUP TOTAL I 5UO TWAL I rERM1IIT � ! _ PERMIT ( _ ToTALrEE 1 1VIALrEE ! 511)1 r.V(O 5L 1 nA(.K 51 R1,1,1 SI 1 RACK REAR YARI)SE TRACK rl.AN CHECK NUMBER rLAf1 CtttCK f EE rEE hEtElrt Nd. 1151 /UNI LUI ARIA VAr.Atit SltF• UYF5 0mo TEES VALUA110N fEE itirl, or r-Orf51, ( cor-nNrY( Rvur Np•or t)Wr.IAjNG UNItS rLAN C►tECKINd k)a 5171-U1 BLOC. T—io- r tIORt1,$ MAX.pCC.1.OAIT nUILOINO r1.UMI1ING r IRE 5rRINKI.t.R5 REf)IIIRt tl — u Yf•S U?to t•IrCI IANICAL COMMENT5 sWE ALnG.COM Et IERGY coUE SURCI IARGE _ rINALTY U.S.f. SEC. WATEMEWER rEES TotAt rl111MI1 VALIt7AIION wI It,N PRcit,my vAllaAtto It"it ITS SrACV ilni 1S YOUR I'Milt A 0ttlrt rAIU CRA AY _ rr• A!zeErSOr7, Arrl-rcAllt. TrrEASL1nI:Ti, r1Lh(?. oErT Fi pnM;vrrft:rAL - nAtE-- 11!_COr1as COPY r c1TV or A1MNcT0,kq' CONSTRUCTION 1 PRMIT JJ COIar11NArIOFI V] r11111_bIN(3 114rdIAMCAL Ij rLUTAM11•10 [j sIt3N ptgM1fi NCB. OWN I,R MAIL inI SS (.11Y 71 P f11UF1E ENTERPRISE LUMBER CO. 3210 SMOKEY POINT DR. STE. 201 ARLINGTON, WA 98223 (360) 435-1111 AR(IIIII.Ct OR ryF51(;r(F.R MAIL ADIIR05 r,11Y )Ir MIUNE J. I� R� L' Ii�LISON P.O._ BOX 31 SHERWOOD, OR 97140 (503) 625-7311 G f"r r(RAL(.ON f1 AL' U MAIL AOORF.iS - C.1Iv Lfr r1 ION E LIL.M. f F.NTFRPRTSE TILER COMPANY M 1.(.I f A r n C A I.CUI+1 R At-,I Q R MAIL ADORLSS (.fly 71r 1`110"t LICLNSEIt rl-UnInINGCONIRACIOR MAILAMMESi LItY III, rI10tE LIEV15LI (JAS. Of WORK �- 0FJLW L;�;AUU111UN [JALTERAIION [JRF.rAIR [�I?T.�I(fl_I1ION EJnU11.DINGRUMAtION VA1,VAfu)r+pr wry1(K �. L____'1-85,700. -- I)I.SLRInI_WORK Erect steel bu-11 diii s elocate- unsided__pole, building rRUrV51 I)USt_of mtp(j)w(; I I IFRrnY CFRTIrY TI IAT I I IAVF RFAD AND FXAMINM 71IIS A rl.lU- I,i1MRFR MALVi1F T[TRT�1�_.__�____—_•_— 110M AND KNOW 111F SAME TO nr 1RUF AND CORRECT ALL rROVI- ! 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MCCALL LL DATE 6/12/95 WATER PLAN CASCADE DE SURVEYING � E DRAWN DATE i C L�s L7 AO A� :/ '� CHECKED R.L.D. DATE 6/12/95 7 SCALE-HORIZONTAL 1� - 50' W O FOR E N G INE E R I N G I N C . 6 0 -VERTICAL N/A y°�'staAg��2 JOB NUMBER 11327 i ENTERPRISE LUMBER CO. INC. 391 s�ONpL FIELD BOOK SN ISH P.O. BOX 326 - ARUNGTON, RA. - 435-5551 - 652-7572 - FAX: 435-4012 uvncs+z/zs/n COUNTY SNDHOMISH