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O Z .z :F i1i�..y 0).?, g� �NODCD 0w 3 0� p W 7 x ,n CQ :: CJ1- -4 -i v Z D 3� a3w. yof0f r cn �, -, o o� 4 m I O O — 'o'� � om � mo� m O N 7 O p D � p cD n u U C O .. O k! , o y o n 0 cnD- oWm N OL O -� OCl) =r CDis °� y ?: a C m C N cn m C H O Q CD 0 CD V o cc Cn ° CD a a CD m ov CD 0 °i, o > > � ° pCD - c �. cn C7 � v � � .. � ccn � j c�i� - ° °3 cn CL CD CD cn O cA m ' CD m Q- cD cn (n C {' mCD C7 C7 moo : a� o �(a000wa "5 0; f0 C r. H 7 O 3 O > O = C W O = W W C r CD p Q y N � O rtN I _ jc o z � 0 : � o n� O � f, '. w ° p m o WQ m � � z ° D mCD CD � CD I m > O C C p, CD � H a a O Q ,-: M C1 N S CDN CD p fn O `G �. OD cn CD w a CD sv o a C s ca w " Cr p iv cn H r. r: cD m CD cn Cr CD U—) H CD C CD D f/l N 7 N 7 G cOn n CONTRACT BUILDERS HARDWARE STEELCRAFT HOLLOW METAL DOORS AND FRAMES CASCADE STEEL DOOR INVOICE NUMBER 9 p p ® INC. C 2120 PACIFIC, P.O. BOX 5286, EVERETT, WA 98206-5286 ITHIS IS YOUR • • NOT DESTROY PHONE (206) 259-7185, SEATTLE 623-1048 SOLD TO SHIP TO DATE /—� S AN CUSTO RDER NO. ORDE D Y TERMS FREIGHT DATE SHIPPED ❑PREPAID N. ❑COLLECT ORDERED BOO SQANTITYOHIPPED D E S C R I P T I O N PRICE NET EXTENSION 2 3 4 5 6 7 8 9 10 11 12 13 - - ---- Customer agrees to all terms of sale and delivery.Interest on the outstanding balance will be 11/2%per month(506 SUB TOTAL minimum charge),or 18%per year.All accounts are due and payable on the 1 Oth day of the month following the delivery month.In the event that payment is not made as required,this matter will be referred forcollection,and customer hereby agrees to pay all reasonable attorney's fees and costs incurred by referral to collection and for suit.Customer agrees DELIVERY that in the event of a lawsuit,jurisdiction and venue shall be in Snohomish County. _ ng 'SALES TAX h....eived by and terms agreed to Customer Accepted returned goods subject to 15%restocking charge.Minimum invoice charge of$7.50. INVOICE TOTAL ORIGINAL DELIVERY RECEIPT ,y -r .� � .. �- .- � ,1� _ ' City of Arlington UTILITIES DEPARTMENT CHECKI,IS'T' PERMIT # DATE ACCOUNT # NAME: �,L)o ADDRESS: BUILDING USE: •�L„�, # OF BUILDING UNITS: PLEASE NOTE ALL NEC SSARY CORRECTIONS OR REOgIREMENTS ON SITE PLAN NRD. BLDG WATER WATER METER REQUIRED: PT ��nAc SIZE DEFT n _ 3 SEWER REQUIRED: YES ✓ NO HEALTH DEPT APPROVAL: YES NO SIDE SEWER PERMIT REQUIRED: YES �— NO TOTAL DESIGN UNITS REQUIRED: GARBAGE CONTAINER PAD: YES t NO SPRINKLER SYSTEM: YES 17.0 , NO HYDRANT REQUIRED: YES ✓___ NO LOCATION: A�,�mn /A--L_ CURB: ��P YES NO �S _ GUTTER: YES NO SIDE WALK: (�l ,�s ES NO — PAVING: YES - NO STORM DRAINAGE: YES V7,— NO CROSS-CONNECTION CONTROL (DON SMITH) : YES NO _ BACKWATER VALVE (BRUCE SCHLAGEL) : YES NO SPECIAL DISCHARGE INTO WWTP (PERMIT REQUIRED) : �tiLlil�'-"' /I� / Cr �Ac-1�,n ,vS /,✓��-�- Q� � Cp UPo�/ A�� COMMENTS OR SPECIAL PROVISIONS• 1 IJ - .��i T Gt�.v. Gs�,�✓/j G9C Shy 72- v. � Si-z,J � UTILITIES SUPERVISOR:- DATE �li/3-ram �'. �� . . . ' .� :- A �� •,l i, � � .r WASH1NGTON STATE ENERGY CODE PREPARED BY BILL SCHEIL 09-25-1992 12: 19: 20 o . l . JUHNSDN COMPANY, KENT, WA. INSULATION dPECIALISTS �A206) a72-4100 WESTAR PROPERTIEG ADDITION JOB ZONE 1 BUU[n0 CALCULATIONS BUILDING GROSS SQ. FT" = 9000 C ASSEMBLY U—VALUE AREA S. F. " U" x AREA WALL ' 25 n167 1291 . 75 F<C)OF ° 035 9000 315 F—VALUE LENGTH LF F x L SLAB PERIMETER . 256 320 179. 2 BUDGET TOTAL= 1785. 95 NOTE: THIS IS THE BUILDING HEAT LOBS BUDGET' PROPOSED TOTAL MUST BE EQWAL TO OR LESS THAN BUDGET AMOUNT ASSEMBLY U—VALUE AREA S. F. ' W` x AREA CEILING 0-1 NONE 0 V 0 SKYLITES S—t NONE 0 0 0 ROOF R-1 6" R-19 GSR . 056 9000 504 O. H. DOOR 0-1 INSULATED . 12 536 64. 32 WALK DOOR D~l 2 3070 HOLLOW METAL . 54 421 22. 68 GLAZING 5- 1 1 6040 INSULATED . 79 24 18. 96 GLAZING TOO 6-4 NONE 0 0 0 WALL LJTES 0-1 0 0 0 WALL W-1 4" . 11 4565 502. l5) WALL W-2 NONE: 0 WALL W~3 NONE 0 0 0 WALL 114-4 NONE ' / F'—VALUE LENGTH LF F X L � ' 320 SLAB PERIMETER NOT INSULATED . 8 V56 PROPOSED TOTAL= 1368. 11 8UILDING THERMAL DESIGN IS COWFORMIN5 10/20/92 10:4 505� 1 9584 PACIFIC BLDG SI » WESTAR PROP NW 1J002 J3715FND B Spread Footing Design : d {t7— Lb Column Location .......... &A ,3A Design Specifications •5-0 Concrete Yield Strength = 2500 psi Steel Yield Strength = 40000 psi allowable Soil Bearing = 1500 ;sf Minimum CovEr 12 in Column Reactions ......... \ Horizontal = 9.9 kips Vertical = 19.5 kips I •�I , Uolift = 10.6 kips ., 16-C Footing Dimensions ....... Width = 6 ft 6 in , f Length = 6 ft 6 in Depth = 12 in Reinforcing Steel ........ Bottom Bars = IS # 4 e,w. 6' Top Bars = none required t Tie Bars = 1 # 6 uNpl+�'lrnit� l06KW+� a,34- f------ - - -_ f-' 19 11�5-Ob7 r bq .to,zof, '� �p 2�fO.EzSs O,-i4 k ?.xlZx 53 � I2df — , dz 8�•�,bzs=a,qii /fcx/aalbsx/pS �.6sx'9sx(X�s obi) ybr L o rr6/Y!/prroaG a,REG7,o+Y, f r.. ter-x/d /.x$ F d Ms �xr'•�3Xs67 xs= �i�.8 wr 45 r d�q 4�)l c 95X/6�— 7.�✓Z ZrN'' �s.0 7 5NDRF1>,/62:770 d n.96+ d.a7xi•33^ 1.21 bSF M= x m Z•5 , � /i2lxlS-/.I�)xl2.roF ��_ /06'5 x1z _ _.. ..Z � �`, I 10/20/92 10:45 a 50:. l 9584 PACIFIC BLDG S', WESTAR PROP NW 2002 J3715FND S Spread Fofting Design s 1 D— tb —qZ Column Location ......,... 2A ,3A Design Specifications Concrete Yield Strength = 2500 psi Steel Yield Strength = 40000 psi i Allowable Soil Bearing = 1500 rsf Minimum Cover = 12 in Column Reactions ......... Horizontal = 9,9 kips y Vertical = 19,5 kips I •� I fJolift = 10.6 kips I •'�l 15{ l Footing Dimensions ....... Width = 6 ft 6 in f Length = 6 ft 6 in Depth 12 in — Feinforcinp Steel ........ Bottom Bars = ` # 4 e,w, Top Bars = none required Tie Bars = 1 # 6pa�,La/v1� Io6Kwn+n � 8 it5 � Ij # a a /b"caNc/ter� n.bzS Y-6 f-' � i 12 K IZx 13.> t dZ�4V,b2or a, /.tcx/��165�/t'� /6Sx/9Sx(�s-c67) Lo rr6/7ZfP' ,L DJA&M W, f�.. s-x/ot Ms 7 xS= ds p•q«)(a,95x/b)^ Z'r�Ztr171 7 SPOO 7)1Qg770d; G.a7x�•33 m =o,g6+ i•5 �'2! ►'SF� M=aI xGzIxCS-L/7)xr2�/ol A. /tabs x I�- 1 ' � I 10/20/92 10:45 �&50, 1 9584 PACIFIC BLDG S' WESTAR PROP NW Z 002 .,/� J3715FN0 B Spread Footing Design e17 1 D— tb Column Location .......... 2q,3R Design Specifications .... " s-o Concrete Yield Strength = 2500 psi Steel Yield Strength = 40000 psi Allowable Soil Bearing_ = 1501.E rsf Minimum Caner = 12 in -- -- — ,—— — —— — Column Reactions ......... 1 Horizontal = 9.9 kips \ Vertical = 19.5 kips , flolift = 10.6 kips I •;l 15� i Footing Dimensions ....... ' j Width = 6 ft 6 in Length = 6 ft 6 n Depth = 12 in Reinforcing steel ........ Bottom Bars = "i # 4 e.W. 6` Tap Bars = noge required Tie Bars = 1 # la6Kwwc I • n S lb�[svCR€72; v"911wr f 37-X5 c O.62r� K5� f-' Iq'Sx(4.►j^Db?� 2a64.0 arsD?,44 ,ZK12x LoH��rup,NQ<. D,R�iQ+U. �r..l.Icx18'+lh5xi�,�� /65ki9•Sx(syo67) =a96'Y Ll S x/a ias- 7 .P.g(¢o)Ca.95X/b)^ 3onu �s %-5 = �'21 �sf� M= xl�mlxc5�./�)xr2-rob �- i� + �. 10/20/92 10:45 V50- J81 9584 PACIFIC BLDG S_ WESTAR PROP NW 0 002 J3715FND 9 Spread Footing Design t/1�,�D {t2 Column Location .......... 2A,?,A . Design Specifications '•s-o Concrete Yield Strength = 2500 psi Steel Yield Strength = 40000 psi i Allowable Soil Bearing = 150Q Dsf Minimum Cover Column Reactions ....,,,,, Horizontal = 9.q kips y `\ o Vertical = 19.5 kips Uolift = 10.6 kips •� 5� J Footing Dimensions ....... Width = 6 ft 6 in Length = 6 ft 6 in Depth = 12 in Reinforcing Steel ...,,... Bottom Bars = 5 # 4 e,w, Tap Bars = none required Tie Bars = 1 # 6aiq,�,�� lobKwwn � • z n a lb'tsvcRErE v,bzs K$5 4Q�ixt15^O.b1� C, fz� tiwto,zSbsFy —v,z�tabzs%o,-Mx !z x tax 53 LON�7I TUDrN4G j,JfRECr�oJV. •�"s..lyzX/gr•1.hbEi Wlfs 6 Sx ri, 2.S-a6_7Z7d,9 V. $f1DQ1-7�i,pgT7oN; ��o, 6+ d'w7xl•33_ j,2I IxF ! �• � z•s � M= dx/,zlxfS/,n)xi2.ro� i � ` --\ WASH1NGTON STATE ENERGY CODE PREPARED BY BILL SCHELL 09-25-1992 12: 19: 20 u . l . JUHNSDN COMPANY, KENT, WA. INSULATION APECIALISTS �(206} B72-4100 WESTAR PROPERTIES ADDITION JOD ZONE 1 8UD[,0 CALCULATTON9 BUILDING GROSS GQ. FT. = 9000 r ASSEMBLY U—VALUE AREA G. F. ' U` x AREA WALL ' 25 n167 1291 . 75 ROOF . 035 9000 315 F—VALUF LENGTH LF F x L SLAB PERIMETER . 56 320 179. 2 BUDGET TOTAL= 1785. 95 NOTE: THIS IS THE BUILDING HEAT LOSS BUDGET. PROPOSED TOTAL MUST BE EQUAL TO OR LESS THAN BUDGET AMOUNT U VALU� AREA S F ASSEMBLY — ^ ^ ' W` x AREA CEILING C-1 NONE 0 0 GKYLITES E-1 NONE 0 U 0 ROOF R-1 6" R-19 SSR . 056 9000 504 O. H. DOOR 0-1 INSULATED . 12 536 64. 32 WALK DOOR D~1 2 3070 HOLLOW METAL . 54 42 27. 614 GLAZING 5- 1 1 6040 INSULA[ED ' 79 24 18. 96 GLAZING TOO 6-4 NONE 0 0 0 WALL LITES 4-1 0 0 0 WALL W-1 4" 11 4565 502" 15 WALL W-2 NONE: WALL W~3 NONE 0 cl 0 WALL W-4 NONE 0 0 0 ' / F—VALUE LENGTH LF F X L f 'SLAB PERIMETER NOT INSULATED . 8 320 256 PROPOSED TOTAL- 1368. 11 BUILDING THERMAL DESIGN IS CONFORMING NASH1NGTON STATE ENERGY CODE PREPARED BY BILL SCHEWL 09-25-1992 u . l . JUHNSDN COMPANY, KENT, WA. . INSULATION AECIALISTS ^0206) a72-410A WESTAR PROPERTIE� ADDITION JOb ZONE 1 BUD661` CALCULATIONS BUILDING GROSS SQ. FT. = 9000 ASSEMBLY U—VALUE AREA S. F. " U" x AREA 25 �167 1291 75 WALL ` ^ ^ ROOF . 035 9000 315 F—VALUE LENGTH LF F x L SLAB PERIMETER ' 56 320 179' 2 BUDGET TOTAL= 1785. 95 NOTE: THIS 18 THE BUILDING HEAT LOSS BUDGET' PROPOSED TOTAL MUST BE EQUAL TO OR LESS THAN BUDGET AMOUNT ' S. F.U VALU� AREA S F ' W' A�5�EM�LY — . x AREA CEILING C-1 NONE 0 0 0 GKYLITES 5-1 NONE 0 0 ROOF R-1 6" R-19 GSR . 056 9000 504 O. H. DOOR 0-1 INSULATED . 12 536 64. 32 WALK DOOR D~1 2 3070 HOLLOW METAL . 54 42 22~ 68 GLAZING 5- 1 1 6040 INSULATED ' 79 24 18. 96 GLAZING TOO 6-4 NONE 0 0 0 WALL LJTES 0-1 0 0 0 WALL W-1 4" MpJ . 11 456ts 502, 15 WALL W-2 NONE: 0 0 0 WALL W�3 NONE, 0 0 0 WALL W-4 NONE , ` F—VALUE LENGTH LF F X L i SLAB PERIMETER NOT INSULATED . 8 320 256 . . PROPOSED TOTAL= 1368. 11 BUILDING THERMAL DEGIGN IS CONFORMING r: p,9L1 N G TpN ARLING TON eFIRE GDEPARTMENT 137 North McLeod Avenue • Arlington, Washington 98223 F►RE DEPT. M E M O R A N D U M TO: Rob Putnam FROM: Chief Dean T. OIS � DATE: October 5, 1992 SUBJECT: RESPONSE TO' PROPOSED WESTAR BUILDING #F101 (WOCKNER TRUCKING, INC. ) 19115 G2ND AVE N. E. On the Map attached I have marked the proposed location of three (3) new hydrants, (numbered 1, 2, 3) , and the existing hydrant. Hydrant #1 & #2 are to be installed by the School District for the bus garage. I feel that Westar'e proposal should help pay for hydrant #2, and depending on the type of construction, whether hydrant #3 will be required. If the building construction is a Type V-N the fire flow requirement will be 3000 gpm. , which would require hydrant #3. If the building construction is a Type II-N the fire flow requirement will be 2000 gpm. so hydrant #2 and the existing one will be sufficient. In looking at the site I noticed that the ground on the east side of the Wockner Trucking building had some oil contamination. This may be from cars and trucks just parking there, but perhaps you Czlike to check this out. Chief Dean T. Olsen Arlington City Fire Department DTOtbm act Thom Myers, City Administrator Building Department File I City of Arlington PERMIT NAME: ADDRESS 19 11 Aj 0 F ( c- 1 ,4 BUILDING USE -_L n e\ OCCUPANCY CLASSIFICATION TYPE OF CCNSTRUCTION I II III I ry V F.R. F.R. ONE-HOUR I N I ONE-HOUR N H.T I ONE-HOUR N PT-ZAS? NCT? a:L ?4'?CESS��`! C0RREC'^T_0N9 4R R? iTTR?ti!?V'^3 ON 97T2 ?LAN IN RED. SITE PZ.N: A-nPROVED ACCESS R?.QUi--Z.,—=-NTS FIRE LANE REQUIRED : YES NO SPRIV' .c"R SYSTF:.`i REQUIRED: YES NO HYDRA+'�1T REQUIRED : YES NO # OF HYDRA.Y-Z' S ?.t"QUIR D LOCATION OF HYDRANTS G G FIRE FLOW RZQUT--t' `�-: \,-�U� 6JP/w ALARM SYSTM4 REQUIRED: YF.S � NO z N L BOX REQUIRED: YES LOCATION: FIRE EXTINGUISHERS REQUIRED: YES_ NO LOCATION: ADDRESS LOCATION ON BUILDING: SS �c h ! L�� 0410 -41U1 L"TTER SIZE• FIR -v CHI='- T �� / I • Y Y DDEP-T 02e�RLINGTON `FIRE 9DEPARTMENT 137 North McLeod Avenue • Arlington, Washington 98223 L M E M O R A N D U M TO: Rob Putnam FROM: Chief Dean T. OlsFr DATES October 5, 1992 SUBJECT: RESPONSE TO PROPOSED WESTAR BUILDING #101 (WOCKNER TRUCKING, INC. ) 19115 62ND AVE N. E. On the Map attached I have marked the proposed location of three (3) new hydrants, (numbered 1, 2, 3) , and the existing hydrant. Hydrant #1 b #2 are to be installed by the School District for the bus garage. I feel that Wester 's proposal should help pay for hydrant #2, and depending on the type of construction, whether hydrant #3 will be required. If the building construction is a Type V-N the fire flow requirement will be 3000 gpm. , which would require hydrant #3. If the building construction is a Type II-N the fire flow requirement will be 2000 gpm. so hydrant #2 and the existing one will be sufficient. In looking at the site I noticed that the ground on the east side of the Wockner Trucking building had some oil contamination. This may be from cars and trucks just parking there, but perhaps you Czlike to check this out. Chief Dean T. Olsen Arlington City Fire Department DTO: bm cc: Thom Myers, City Administrator Building Department --- File SMITII WAY 17 A Q � 6 H e 1+7' tl r.-rAL • ; w tit 92 s I • =mac ` 19 1 � b2 r' � ,tt' rl o It Jl- 9QII 19 2 " � Ac ( y 102 al rF ,1a_ � • B. C. LTV 1147/ ' ,,� 1•►�� r�,�TpY,A�GE UNl7'� ' • yam,, �, w. ..r �..._-•--_._ ....- -_ -�-�r-•.-� w,' ,�• [AN 1 ttit L �, . i i i i ,� �_ � .r � '' ''_ • I I. ,:: I 1 � ,� I I �� I � I 11�� Permit Number9BF54� Fee Paid 4: C I T Y O F A R L I N G T 0 N APPLICATION FOR PERMIT TO INSTALL SIDE SEWER DATE October 15 1992 Undersigned appliesfor a permit to install side sewer on the premises in the City of Arlington, Snohomish County, Washington,described as follows: Legal Description: Tract 21/25 A Arlington Airport i • I The street address of the property is 19115 62nd Ave NE Thh owner of the 'premises is Westar Properties Owner' s mailing address PO Box 3339 Arlington, WA 98223 The dimensions and location of any buildings on the property, and the whole course of the 'side sewer from the public sewer to its connection . with the building or property to be served is shown on the attached side sewer plat map . The side sewer contractor who will install and connect the side sewer is: Address of side sewer contractor Signavate of applicant Action of Sewer Superintendent _Application denied , 19 for the following reasons: application Approved — 19 with the foil wing modifications and changes w CD C0Inti uS A L— rLe M , w. I Si nature of Sewer Superinten enC 'NX q0 0,�-t The Sewer Superintendent may require the permittee to furnish him plans pertaining to the application and issuance of the permit.. Reference , is made to Ordinance No. 387 of the City of Arlington for rules and regulations governing side sewers and connections with the public sewer. I I I i October 29, 1992 Mr. Larry Dunn Westar Properties P.O. Box 3339 Arlington, WA 98223 Re: Building Permit 973, 19115 62nd Ave N.E. Dear Mr. Dunn The existing domestic water will be sufficient assuming that this addition is based upon use and number of employees. Sanitary Sewer is required. You must connect to public sewer. Sewer must have Mon. M.H.. Cross Connection control is required. Backplow prevention is also required. With regard to the fire department. Three (3) hydrants are to be installed by the School District for the bus garage. Chief Olson feels that your proposal should help pay for one of those hydrants and depending on the type of construction, whether or not a third hydrant will actually be required. If the building construction is Type V-N the fire flow requirement will be 3000 gpm., which would require the third hydrant. If the building construction is a Type II-N the fire flow requirement will be 2000 gpm. so only 2 hydrants will be needed in the area. ENGINEERING & STORM DRAINAGE PERMIT , DATE: Z NAME: vo 7� r ADDRESS: CAir TYPE OF BUILDING: PLEASE NOTE ALL NECESSARY CORRECTIONS OR REQUIREMENTS ON SITE PLAN IN RED. APPROVED\YES DENIED\NO STORM DRAINAGE DRAWINGS STORM DRAINAGE CALCS ROW REQUIRED AMOUNT REQUIRED: EASEMENT REQUIRED AMOUNT REQUIRED: CURB GUTTER SIDEWALK PAVING TRAFFIC MITIGATION FEES TOTAL ADT x $50: AMOUNT OF MITIGATION FEE: CITY ENGINEER: DATE: ♦• T _� �. ;'VIL1 N G TON ARLINGTON 9FIRE GDEPARTMENT 137 North McLeod Avenue • Arlington, Washington 98223 FIRE DEPT n TO: Cristy L. Brubaker FROM: Chief Dean T. Olsen DATE: December 16, 1992 SUBJECT: WESTAR PROPERTIES REMODEL EXISTING BUILDING (WOCKNER TRUCKING) ,Project Environmental Mitigation Agreement. See #1 a & b. �On December 15, 1992 I met with Larry Dunn at the site. At this time the following was observed: (a) The 55 gallon drum was the property of Wockner Trucking and it has been properly removed. (b) The possible oil contaminated soil on the east side of the building was from vehicles parking. The minute contaminated gravel has 'been cleaned up and there is no contaminated soil. If you have any questions please feel free to call at 435-3818. Chief Dean . Olsen Arlington Fire Department cc: Larry Dunn, Westar Properties File d - -• MITIGATED DETERMINATION OF NONSIGNIFICANCE DESCRIPTION OF PROPOSAL: Remodel existing building by adding 9000 sq. ft. of warehouse space. PROPONENTS: Westar Properties NW P.O. Box 3339 Arlington, WA 98223 Location of Proposal: 19115 62nd 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. There is no public comment period for this MDNS Responsible Official: Thomas R. Myers Position/Title: City Administrator Address: City of Arlington Department of Community Development 238 North Olympic Arlington, WA 98223 Date: Signature For T ' mas R. Myers A PROJECT ENVIRONMENTAL MITIGATION AGREEMENT This agreement is entered into by and between the City of Arlington, a municipal corporation, hereinafter referred to as the "City", and Westar hereinafter referred to as the "Owner. " WHEREAS, this agreement is executed pursuant to Chapter 43 . 21 RCW, the State Environmental Policy Act (SEPA) , and Title 18 , Arlington Municipal Code, to provide for mitigation of existing and known environmental impacts associated with Building Permit #809 hereinafter described. This agreement is not, and shall not be construed to be, a voluntary agreement pursuant to RCW 82 . 02 . 020, and the provisions of RCW 82 . 02 . 020 shall not be applied hereto. This agreement does not preclude any evaluation and determination by the City upon later actions or proposals undertaken by the Owner which may require a determination of significance and environmental review under SEPA and WHEREAS, the Owner is seeking to add 9000 sq. ft. to an existing building for industrial use at a site further described as: 19115 62nd Ave NE, Arlington, WA and having a legal description as follows: See attached legal description WHEREAS, the City has made findings that the construction of the facility as applied for under Building Permit # 973 will result in probable significant adverse environmental impacts which require the Owner to either prepare an Environmental Impact Statement or to modify the submitted environmental application by entering into an agreement to mitigate such impacts; NOW, THEREFORE, the City and the Owner agree that the following mitigation measures shall be employed by the Owner to ensure that probable significant adverse environmental impacts created by the proposed project are minimized or eliminated. 1) All conditions of approval as given by the Arlington Airport Commission on October 13 , 1992 , as follow be met: a Removal of 55 gallon drum, contents unknown . b) Gravel on the east side of the structure shows signs of spillage. This area is to be cleaned as per Department of Ecology regulations. c) Installation of fire hydrant per fire department recommendation based on the type of construction. y V • � MITIGATED DETERMINATION OF NONSIGNIFICANCE DESCRIPTION OF PROPOSAL: Remodel existing building by adding 9000 sq. ft. of warehouse space. PROPONENTS: Westar Properties NW P.O. Box 3339 Arlington, WA 98223 Location of Proposal: 19115 62nd 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 a, been mitigated per the mitigation agreement mpact statement (EIS) is not require( This decision was made after review �� f'�/j�� S mpact checklist and other informatior , This information is available to th There is no public comment per Responsible Official: Thomi i Position/Title: City Admi: i Address: City of Arlington Department of Commu ' 238 North Olympic Arlington, WA 9822: Date: Signature: For T1�6mas R Myers i ..-►r PROJECT ENVIRONMENTAL MITIGATION AGREEMENT This agreement is entered into by and between the City of Arlington, a municipal corporation, hereinafter referred to as the "City", and Westar hereinafter referred to as the "Owner. " WHEREAS, this agreement is executed pursuant to Chapter 43 . 21 RCW, the State Environmental Policy Act (SEPA) , and Title 18, Arlington Municipal Code, to provide for mitigation of existing and known environmental impacts associated with Building Permit #809 hereinafter described. This agreement is not, and shall not be construed to be, a voluntary agreement pursuant to RCW 82 . 02 . 020, and the provisions of RCW 82 . 02 . 020 shall not be applied hereto. This agreement does not preclude any evaluation and determination by the City upon later actions or proposals undertaken by the Owner which may require a determination of significance and environmental review under SEPA and WHEREAS, the Owner is seeking to add 9000 sq. ft. to an existing building for industrial use at a site further described as: 19115 62nd Ave NE, Arlington, WA and having a legal description as follows: See attached legal description WHEREAS, the City has made findings that the construction of the facility as applied for under Building Permit # 973 will result in probable significant adverse environmental impacts which require the Owner to either prepare an Environmental Impact Statement or to modify the submitted environmental application by entering into an agreement to mitigate such impacts; NOW, THEREFORE, the City and the Owner agree that the following mitigation measures shall be employed by the Owner to ensure that probable significant adverse environmental impacts created by the proposed project are minimized or eliminated. 1) All conditions of approval as given by the Arlington Airport Commission on October 13 , 1992, as follow be met: a) Removal of 55 gallon drum, contents unknown . b) Gravel on the east side of the structure shows signs of spillage. This area is to be cleaned as per Department of Ecology regulations. c) Installation of fire hydrant per fire department recommendation based on the type of construction. d) Connect to the existing gravity sewer line. e) Obtain all appropriate permits as required. f) Subject to all mitigation and hook up fees. 2) Due to the increased amount of impervious surface, the owner shall provide an as-built storm drainage plan including original design calculations. This information will be reviewed by the City Engineer and a determination made as to whether the existing system is adequate. If the City Engineer determines additional system work and installation is required, the applicant shall provided engineered plans and calculation to meet the requirements for the approval of the City Engineer. Upon approval and prior to occupancy of the building the work shall be completed. 3) Traffic Mitigation shall be paid, based on the following calculations Occupant load of 45 x 2 trips per day = 90 ADT 90 ADT x $50. 00 PER ADT = $4500. 00 4) Park Mitigation shall be paid, based on the following calculations: 9, 000 sq. ft. X $. 05 per sq. ft. = $450. 00 J y y STATE OF WASHINGTON) ) ss COUNTY OF SNOHOMISH) On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed for the uses and purposes therein mentioned. Given under my hand and official seal this day of , 1992 NOTARY TlJhLiC in and for the Mate of Washington, residing at FSHERYL K. 5CHNEIDERARY PUBLIC-W"HIN©TONo�mrWw1on Exphs^l o-o6-96 :, a . ;lE �1� '�{'��N � �' .��.i i i �ua� . �. . „ STATE OF WASHINGTON) ) ss COUNTY OF SNOHOMISH) On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that Isigned the same as free and voluntary act and deed for the uses and purposes therein mentioned. Given under my hand and official seal this day of , 1992 NOTARY PUBLIC in and for the State of Washington, residing at a � I I A. BACKGROUND 1. Name of proposed project, if applicable: Westar building #101 - Addition 2 . Name of Applicant: Westar Properties NW 3 . Address and phone number of applicant and contact person: PO Box 3339 , Arlington , WA 98223 435-8581 Larry Dunn 4. Date checklist prepared: September 22, ' 92 S . Agency requesting checklist: City of Arlington 6 . Proposed timing or schedule (including phasing, if applicable) : Begin: mid October ' 92 Completion : January ' 93 _ 7. Do you have any plans for future additions, expansions, or further activity related to or connected with this proposal? No, we do not have any future plans for future additions , etc. 8 . List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. No environmental info. has been compiled. 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. Not known at this time. 10 . List any governmental approvals or permits that will be needed for your proposal, if known. No governmental permits are required. 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 9 , 000 sq ft of warehouse space to an existing 4 , 740 sq ft building. 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. 19115 62nd Ave NE, Arlington. Legal description is attached. TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one) : Flat, rolling,hilly, steep slopes, mountainous, other The site is flat . b. What is the steepest slope on the site (approximate percent slope) ? Not known C. What general types of soils are found on on the site (for example, clay, sand, gravel, peat, muck) ? If you know the classification of agricultural soils, specify them and note andy prime farmland. Not known d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. There is not any history of unstable soil in the vicinity. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. There is no filling or grading proposed . 3 is ,; f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No, the land is flat. g. About what percent of the site will be covered with impervious surfaces after r� project construction (for example, asphalt or buildings) ? i L� g approx. 90% / h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: No erosion can occur. 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. Emissions from construction equipment, i . e , backhoe, loader, forklift and dozer will occur. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. It is not anticipated that there are any off-site sources of em ssions that will affect the ro osal . C. Proposed measures to reduce or coArol emissions or other impacts to air, if any: To keep construction equipment in good working order. 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. No, there is not any surface water body on or in the immediate vicinity of the site . 4 s 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, there are no waters . 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. There is no surface water. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. Surface water withdrawals will not be required . 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No, the site does not lie within a floodplain. 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, the proposal does not involve any discharge of waste b. Ground: materials to surface waters . 1) will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. Infiltration drain system will be used for rain water. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for , example : Domestic sewage ; industrial, containing the following chemicals . . . ; agricultural; etc. ) . ' There is an existing septic tank and drain field on. e , property that will be used. 5 ' a Describe the general size of the system, the number of such systems, the number of �Ci'Ld' dxi2llG�L houses to be served (if applicable) , or / the number of animals or humans thesystem(s) are expected to serve. There is an existing drain field . C. Water Runoff (including storm water) : // 1) Describe the source of runoff (including - L`Lu:cC_ 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. storm water runoff will flow into existing drainage system. 2) Could waste materials enter ground or -V 1 plu surface waters? If so, generally describe. No d. Proposed measures to reduce or control (� surface, ground, and runoff impacts, if ' any: Properly installed drainage system. 4 . Plants a. Check or circle types of vegetation found on the site: There is no vegetation on the site. deciduous tree: alder,maple,aspen, other evergreen tree: fir, cedar,pine,other shrubs 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? There is no vegetation on the site c. List threatened or endangered species known to be on or near site. There are no threatened or endangered species known to be on the site. 6 � •' i d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Landscaping is on the north side of the building. 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: none observed mammals:deer,bear, elk,beaver,other:_ none observed fish: bass, salmon, trout, herring, shellfish, other: nnnA - There is no water on the site. b. List any threatened or endangered species known to be on or near the site. There are no known threatened or endangered species on or near the site . C. Is the site part of a migration route? If so, explain. not observed d. Proposed measures to preserve or enhance wildlife, if any: The landscaping that is there. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electric heat in the office area and gas heat in the warehouse. 7 b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. N �L Not known. 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: The bldg will be fully insulated, complete with insulated overhead doors . 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 environmental health hazards are expected. 1) Describe special emergency services that might be required. Not known. 2) Proposed measures to reduce or control environmental health hazards, if any: Not known. b. Noise 1) What types of noise exist in the area which may affect your project( for example: traffic, equipment, operation, other) ? There are no noises in the area that will affect the construction of this project. 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 During construction, noise from constriction equipment . example : traffic, construction, operation, other) ? Indicate what hours noise would come from the site. 8 to 5 , Mon. thru Fri . 3) Proposed measures to reduce or control noise impacts, it any: Vehicles will meet state noise standards. 8. Land and Shoreline Use a. What is the current use of the site and " adjacent properties? The existing bldg is a vacant light industrial steel bldg. b. Has the site been used for agriculture? If so, describe. No, the land has not been used for agriculture . c. Describe any structures on the site. There is an existing bldg 60 ' by 60 ' on the site . d. will any structures be demolished? if so, what? No, it will be added on to. e. What is the current zoning classification of the site? light industrial f. What is the current comprehensive planar designation of the site? light industrial 1L g. If applicable, what is the current shoreline master program designation of ✓� � the site? Not known. h. Has any part of the site been classified as an "environmentally sensitive- area? If so, specify. O Not known. 9 I 3 3 i. Approximately how may people would reside or work in the completed project? ,�'�� •� Unknown at this time. j . Approximately how many people would the completed project displace? The project will not displace anyone. k. Proposed measures to avoid or reduce displacement impacts, if any: N/A, since the project will not displace anyone . 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plan, if any: The bldg will be lease to a tenant with a B2 occupancy. 9 . Housing a. Approximately how many units would be provided, it any? Indicate whether high, middle, or low-income housing. There are no housing units being provided. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle or low-income housing. N/A. There is no housing on the site. C. Proposed measures to reduce or control housing impacts, if any: There are no housing impacts on the site. 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? The highext approx. height of the bldg is 20 ' 6" . 10 b. What views in the immediate vicinity would be altered or obstructed? No views would be altered. C. Proposed measures to reduce or control aesthetic impacts, if any: Bldg to be typical of surrounding bldgs . 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? The proposal will not produce any light or glare. b. Could light or glare from the finished project be a safety hazard or interfere with views? None are anticipated. C. What existing off-site sources of light or glare may affect your proposal? None should affect our proposal . d. Proposed measures to reduce or control light and glare impacts, if any: Steel siding does not reflect glare . 12 . Recreation a. What designated and informal recreational opportunities are in the immediate / vicinity'. Parks at Arlington airport. b. Would the proposed project displace any existing recreational uses? If so, describe. No, none are on the site. C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: No recreational opportunities have been planned . 11 t ti 13 . Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or �1,��' local preservation registers known to be r on or next to the site? If so, generally describe. That is unknown to us at this time. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. There are no landmarks , etc. on the site. C. Proposed measures to reduce or control impacts, if any: No measures are necessary. 12 L �- 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. Site is on 192nd St NE on the Arlington airport. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Not known. C. How many parking spaces would the completed project have? How many would " the project eliminate? 20 proposed parking spaces will be on this site. None will be eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including �J driveways? If so, generally describe ✓J� (indicate whether public or private) . Not known. e. Will the project use (or occur in the immediate vicinity of ) water, rail, or air transportation? If so, generally bG describe. � L6� o No, the project does not anticipate using water, rail, or air transportation. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Not known. g. Proposed measures to reduce or control transportation impacts, if any: None. 13 l n . 15 . Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other) ? If so, generally describe. possibly, but not known at this time. b. Proposed measures to reduce control direct impacts on public services, if any. None 16 . utilities a. Circle utilities currently available at the site; electricity, natural gas, water,refuse service, telephone, sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project, the utility providing the service and the general construction ✓�G /� 7�' activities on the site or in the immediate vicinity which might be needed. Electric, gas, water and telephone. 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. i signature: Date submitted: September 22, 1992 14 1. �v_ ,*. it i LOT A The East 100. UCr feet of tr;L f of l uwi r ig c;E-scr i bed parcel : All that portion c,- tr-le SGLIthL-,!tSC o-:&.r-t.�r af• 5ectic,n 1�, Township "1 North, Range East . W. m , dc:cr . bed �._ fol 1 ows: Commencing atc0uth li7 Col.-nar V'• Saic 'oectlon 15; thence N 4� 00' 06" W along IJcw,r h-t�outh Cent c•,- 1 1 ne o- Section 13 for a distance of 70 , 4 4 c- t ; ti-.enc& N 3o- E T c:,r a distance oT 922. . .=0 feet to try TRUE F'OINT OF BEGINNING; thence N 57' 49" W for • a distance of poir• _ on the South Right-of-way 11ne u! lei: ^y SL . I'J. E. . L; Knee S 89- 1r=r- OG' W along said right-oT-way iine 'tor O. C]: =ynCC c,4 I-41 • 2o tf_cC; thence 5 85- 07' C4" W along said distr.r.ce of 196. 48 Cr" E jot- 01 st�.nce or c17. 47 feet: thence feet.; thence cc 4- N 86- 02, 11 " E ror a diEt�.r:ce of =_ _ . I!'. =`et to the TRUE POINT OF BEGINNING. EXCEPT the South 41 - . 94 , eet zner-_Ct . r SUBJECT TO AND TOGETHER WITH an L'dsement for i npress, egress an,_, Utilities over, under and across a tOot wide strip oT land, l,yi ng 15. 0 T a t on each si Cie of the T of 1 owi ng described centerline: Commencing at the Soutr, 1i4 corner of said Section 1C; thence N 4� 00' 06" W along the Nzr t h-:Guth center-i 1 r c of sai d Section 15 f or a di stance of 702. 45 feet; thence N 86— ciZ' i l " E for a distance of 922. -'70 feet; thence N C7' 49" W for & distance of 612. SO feet to a point on the South right-aT-way lane of ly_^d St. NE; X thence S 89- . iC>' 06" W along said right-of-way line for a distance of 141 . 236 feet ; thence S 85l=ll 07' =4 " W along said right-of-way line for a distance of 5'6 feet to the TRUE POINT OF BEGINNING for herein described centerline; thence S 57 49" E for a distance of A 15. 0C, Teat to CnE TERMINATION POINT for herein described centerline. SITUATE in the C::unt•,• oT ,=;f washingt- �[ larE" ftCt [CONTAINING T 1 �rld. V ��• coast 1eas557,-j-a v � ti, WATER AND SEWER FEE CALCULATION WORKSHEET Building Permit No. L ^ W/S Application No. ��/ Data /��l�5 y� Service Address I,,91IIS (oZNO 14 AY- Lot Number7�,_Z/ s Plat Name 14A1.. 1912�bRT Applicant Name —�rJ�•S7r9/� /9&AF917E.S Acct. No. No. SFR Units No. MFR Units #ERU's (see next section) �tl�otds 2 h1aX!'m ua, EQUIVALENT RESIDENTIAL UNIT CALCULATION p� 20 — 8�i✓- 5�i " e /cy�QTs / Q Discharge Facility(Category} -f-V1�IGfS1yj�i"�. Design Unit(Basis) No. Design Units 20 X Flow Per Unit(gpd) 26-/1Gy pes'Son _ Total Flow (gpd) s� 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) tLF::jj?nr $ Additional ERU's _L_ X / S 1500.00 First RU, Meter Size $ Additional RU's X $ 1500.00 WATER CONNECTION CHARGE Meter Size $ $ SEWER CONNf. 710N CHARGE ERU'S X $ 3000.00 S cu�,a� - RU's X $ 3000.00 S $ SIDE SEWER PERMIT CHARGE �OQrQI First ERU @ $ 100.00 $ Additional ERU's X $ 20.00 First RU @ $ 100.00 $ Additional RU's -- X $ 20.00 S 5 STREET REPAIRS $ $' FIRE HYDRANT INSTALLATION OTHER $ $ TOTAL CHARGES $ I V � the._ it's' of Arlington R40O d SNOHOMISH COUNTY F== L=J =1. 2320 California St, Everett, Washington 98201 (206) 258-8211 PUBLIC UTILITY DISTRICT No.1 , Mailing Address: P. O. Box 1107, Everett, Washington 98206 �1 DO DD January 19, 1993 Mr. Thom R. Myers City of Arlington Department of Community Development 238 North Olympic Arlington, WA 98223 Dear Mr. Myers: WESTAR BUILDING - 19115 - 62nd Ave. NE. The District presently has sufficient capacity to serve the proposed development. For information about the electrical service requirements for this project, please call Terry Vaughn at the District's Customer Engineering Office, Everett, at 347-1737, Ext. 1870. Very truly yours, Linda A. Finley Director, Electric Systems Planning & Automation NF:mw cc: Terry Vaughn f CITY OF ARLINGTON DEPARTMENT OF COMMUNITY DEVELOPMENT 238 NORTH OLYMPIC ARLINGTON, WA 98223 435-0724 FAX: 435-3906 MEMORANDUM TO: Building Permit Application for Single Family Residences FROM: Department of Community Development RE: Mitigation Fees Effective Date: In addition to the permit fees as outlined on the building permit the following additional mitigation fees are required. These fees shall be paid prior to the building permit being issued. PLAT NAME: DEVELOPER: ADDRESS: PHONE #: fib 5"1 Lot #: MITIGATION FEE PAID DATE 1. Traffic Mitigation `-;s 2. Park Mitigation �0, DSO 3. School Mitigation $941 TOTAL $1,541 v�' Signature 4 Date: 0"l., of Arlington SNOHOMISH COUNTY I== I I L:2 2320 California St, Everett, Washington 98201 (206) 258-8211 DISTRICTPUBLIC UTILITY Mailing Address: P. O. Box 1107, Everett, Washington 98206 r �- DO -V�� DD January 19, 1993 Mr. Thom R. Myers 1 City of Arlington Department of Community Development --7 238 North Olympic Arlington, WA 98223 Dear Mr. Myers: WESTAR BUILDING - 19115 - 62nd Ave. NE. The District presently has sufficient capacity to serve the proposed development. For information about the electrical service requirements for this project, please call Terry Vaughn at the District's Customer Engineering Office, Everett, at 347-1737, Ext. 1870. Very truly yours, L Linda A. Finley Director, Electric Systems Planning & Automation NF:mw cc: Terry Vaughn P[Ij:j3 -if ti 1 ARLINGTON PUBLIC WORKS TEL : 1-206-435-7944 Sep 13 - _,3 14 : 47 No . 004 P . 04 ND SEWER FEE CALCULATION WORKSHEET Building Permit W/S Application No.r Data 3 Service Address (YGrt7�blt,Nlumber Plat Name ,r Applloent Name Aoot. No, No. SFR Units No. MFR Units N E U's (sea no motion))MqAu ALL ►; ,G w TrAC* EQUIVALENT RESIDENTIAL UNIT CALCULATION TOR_ )NP. 0,4ItZIIA L.0 Discharge FecilltY(Category a Design Unit(Bosis)2,5' Qa ew ' � LA jyy_p No. Design Units ,�,� X Flow Per Unit (gpd) ._ f Total Flow (gpd) 25n _ 1ll Total Flow(gpd) — 260 gpd (SFRU) I omt •�,Equivalent Residential Units (ERU) WATER AND SEWER FEES ( ERU = Equivalent Residential Unit; RU = Residontlol Unit (single-family or multi-family)) WATER T CHARGE 1'/ g li5�r 00 Firstrst ERU,, Meter Size �� ` Additional ERU's X 9 1600.00 $ First RU, Meter Size Additional RU's X 4 1600.00 WATER CONNECTION CH /� Qd Meter Size $ — 'I SEWER TAP-IN CHARGE ERU S X $ 3000.00 S te '�� — RU's X $ 300D,00 SIDE SEWER PERMIY CHARGE en, First First ERU $ 100.00 $ Additional ERU'v --M-- X S 20.00 8 —-- First RU 9 100.00 S ��'�^ Additional RU's X 4 20.00 S 8 STREET REPAIRS FIRE HYDRANT INSTALLATION B 6 OTHER TOTAL CHARGES VVJ a fi l V I l I i I I PROPERTY OWNER CITY OF ARLINGTON WAT' & SEWER DEPARTMENT APPLICi ON Application is hereby made by the undersigned property owner for all water and sewer service required or used for any purpose at 19115 62LIci AxT2 A1E J7 in or near Arlington, Washington, for which I agree to pay in advance Lot 21/25A Arlington Airport and in accordance with existing ordinances and regulations of the City, the following estimated charges, the exact charge's will be determined and payable immediately upon completion of the installation: ro � o U).,4 _1 c� r Engineering Fees. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ n 4J f •,i U) G C) Water Main Extension. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 13 Q) 44 4-) Fire Hydrant Instal of on $ G 0 (D Mel 44 �® Street Re airs. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ u., Q) C1 :3: W Q) o .� Tap-In Cho ge- -4 . Equivalent. esidetitial Units . . . . . . . . . . . . . . . . $�4 — -� v, OP, O U Equalizatio Fee $ .1 O >1� co Water Servic Conn ction Charge (Mete ing Charge) r-1 d4 .0 \ 4-1 4j p \ ewer Main Ext nsion. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 4J -H ::3 •r"1 .0 w _:U -0 0 O Sew Main Reim ursemen . $ to •ad 4 -tea U .rA Side Sew Permit(s . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ t,p Q1 J-1 ra aJ Sewer Service 9LrAe Tap-in• 4. -Equivalent- Red.. -Unit. • • . . $12 UQQ 0Q— r-1 U7 dJ 'rA Toto I. . $ � Q) O � . . . . . . . . . . . . . . . . . . . . . O10 _-j I further agree that all rates and charges for wate n se er ser is to the above property shall be paid in accordance with existing ordinances and regulations of the City, or ny suc ordi nces d regulations passed hereafter. I hereby authorize the following tenant, West-01A 'past to have all accounts for water kept in his name under Account No. with the u derstandingwater bill m lle, to scY nant shall not relieve the property from liability for water charges incurred. I understand that the City will use all reasonable effort to maintain uninterrupte ser b reserves the right to shut off the water at any time without notice for repairs, extensions, non-payment of rates or any other reason and assumes no liability r for any damage as a result of interruption of service from any cause whatsoever. OWNER DATE ADDRESS ��J1FJ'Mi>I�4� � til'•..� -ill�r'I I I 1 \IJIII . ILI •�1•�Z�4iA i Y17��1'.�� u R�I�11_Ir 1 � .� 11 . I I I 111 I I .II JI 1 II I I I' I II �11 - 1• �� - I• - 1 � - 11,E - � - , f`L" Ur .I _ I11 - ICI:.11 I yU. II , � iJ•+ I .. - I:! . �� 'i 7r-� _ �' �Tl•'+1�-a . • _ � ' �� /. ��M �1 « I - .I II,, /11•A 1 11-Ir I.agc rd' ,.7y .G1t ,_116wrfANa1'�-Il�y�• *SIP ,A ,+ ►t<' 11 nolef11?"11+Il M _.n J I Jlw/rJ.\M'!%I 11110%PQ 1_III IJuli(ulnl 1 •] ! �, *1 _ 13-r1 111111FIIr11 Qf1a •. r+ r—� j r f •� r r I' t.7 ■ m. r; —►11�1 4j it :10L .I.1-'i�-f '�/�Ya f kW��7.'a '►D W)rrl'gni ]�7 1 I T_j rCU 1 ,[ . . r-tyr.�l-►Wit AII 6TM 1nJr +ltnl.711-IIIALIry^y 1i*.1-t•-IW 11n 111 I •1 � ��r , • . w 'I .1 MI 1 11 'tabs .14Mll Irk*. 1J1 W NIFi� LI film I _jw, --ld -41 r .. 7�+}1►r• I g11i INN 211 •1- f Ito 1- 111 11 1 r r' r I•LM1 _Es'!J 1,j 1.■I 11 1,11I'1 III# 111 _ (1 IC--.- .luljlv*.1 h-J I I r111 11 :Zvlff;�"It 11! {• - i 4. __j If � L i :� �! .. 10 - I:, I 111 11 Iraq ' ' I ail �1 , 4 „ V1 ►1, 1Il . 1 - - — — all 1 _ 11, 11.. I 1 :,i Cl f ~ \� � ��I II Nq rDG•1111 Iq!OYI IIII 1111CJ..I - II I 111-rrj .(I clt/�f•h,1AA • AG 11111r+L N'• ��- �ltinr ,+p/��+ -I'7rrl4ILYA1. 1210-•lflrr rJ' -I- 1 Ir,., --- 11. �..Il.��; .,P �-- nA- 11 ��, +IILI •J.t. •_ �ta� l..- - _ IL I- _ r_1- 1c - - n - ..',ram: - _ �1-• ~)1 1_ �.II� 111-110-1 - - I J��, i Z1 I�_� .11 1I- ram•-•7 lit dW•1 slur-. 1, -ally lL►UI 1•- Ill, ,.. o _L# Cl a . 11 SS Permit Number Fee Paid BP Number 1194 CITY OF ARLINGTON APPLICATION FOR PERMIT TO INSTALL SIDE SEWER DATE August 20 , 1993 Undersigned applies for permit to install side sewer on the premises in the City of Arlington, Snohomish County, Washington, described as follows: Legal Description: Lot 21/25A Arlington Airport The street address of the property is 19115 62nd Ave NE #2 The owner of the premises is Westar Properties NW Owner's mailing address PO Box 3339 Arlington WA 98223 The dimensions and location of any buildings on the property, and the whole course of the side sewer from the public sewer to its connection with the building or property to be served is shown on the attached side sewer plat map. The side sewer contractor who will install and connect the side sewer is Address of side sewer contractor Signature of Applicant Action of Sewer Superintendent Application Denied -19 , for the following reasons: Application Approved ,19 , with the following modifications and changes: Signature of Sewer Superintendent The Sewer Superintendent may require the permittee to furnish him plans pertaining to the application and issuance of permit. Reference is made to Chapter 13.08 Arlington Municipal Code for rules and regulations governing side sewers and connections with the public sewer. rncrI � w ►v r- D � p cnc� ° a c y CD m -IE vvoO vN cn m o 3 cn CD CD 0 CA o a Z ° D fD 0 Fr :3 3 =. mad � 70 Z CD '� coo 0 + p m m O Z Z =r CD = x O H O -7 rt C K Z N F- LA.) �-d Cl) :.) In w ri O O O cc w0 n yob p ,v N fD CD � CD > a 9rrt CD cn rt N• a CD n c N 0 :3 (D :3 n N N z CD �j z rrt UQ m o rt co � � N E cn y CD 3 H. 0 cn '{ C O tv p N m m m _ m m m Q cn cm — CD D 7 0 cQ CD cn CD a m D a CD L CCD, O rt �' cn n O C n � cn CD o CD n -v v o 0o Cl) CD1 cn (n m 0 CD F� O "� m C ti - 7he. r rr.tn"� btu-ilc�i„ ��E ��) AeT3 pet `5 CWtt rs WATER AND SEWER FEE CALCULATION WORKSHEET Building Permit No..j / /U W/S Application No. ` Date _s J Service Address / J flJI�ND %jK /YF tj.22 Lot Number Z�15 4 Plat Name !r�� Applicant Name ` r''� `y`�«�rPj 1 �� Acct. No. No. SFR Units No. MFR Units # ERU's (see next section) EQUIVALENT RESIDENTIAL UNIT CALCULATION Discharge Facility(Category) Design Unit (Basis)/C 14� C� No. Design Units X Flow Per Unit (gpd) ADOTotal Flow (gpd)✓ Total Flow (gpd) - 250 gpd (SFRU) _ 63'6 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 Side $ Additional ERU's / X $ 1500.00 $ C'(l First RU, Meter Size $ /yam Additional RU's X $ 1500.00 WATER CONNECTION CHARGE Meter Size $ $ SEWER TAP-IN�CHARGE ERU'S X $ 3000.00 $ / G !C ' i i co , RU's X $ 3000.00 $ S 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 $ $ FIRE HYDRANT INSTALLATION $ $ OTHER $ $ TOTAL CHARGES $ -- '. I August 19 , 1993 TO: Eric Eckholm Health Sea Inc. FROM: R Bruce Schlagel Wastewater Superintendent City of Arlington Re: Wastewater discharge from proposed airport site After reviewing your application to connect Health Sea Inc. to the City of Arlington sewer system. I see no problems as long as the following conditions are met. 1 . Loading rates must be held at or below the following limits. Max. 24 hr flow - 15.000 gls Max. 24 hr BOD5 or TSS loading - 63 lbs/day note: this translates to 500 mg/l @ 15.000 gls/day or 755 mgl @ 10.000 gls/day. BOD5 or TSS figures could be slightly higher with reduced flow. 2 . Reasonably higher [ up to 1500 mgl ] BOD5 or TSS loadings will be allowed only once in a calendar month. Higher than the 1500 mgl or more than one discharge per month will result in possible suspension of service until proper pre-treatment can be arranged. 3. Billings will be according to Section 13. 12 . 121 of the Arlington Municipal Code . This section states the bill for under 300 mgl will be $ 200.00 per month flat fee. After start-up we will do an analysis on your effluent to determine if any additional charges are warranted. 4. After start-up we will look at the KLORKLEEN product you propose to use to see if it causes any foaming problems in our system. If you have any questions or disagree with any portion of this letter please contact me at 435-3811 during regular business hours so we can discuss any problems. Sincerely. R Bruce Schlagel cc: Terry Castle . Utility Director Dave Anderson, Building Inspector File I a t5;� .� 111'��. t �1.r•1 . .• . 1 ! 1 r st,f I Ilc S • • L �'fi 1 r 'a. U' I j .i J J 1 •,r! !. N:u, .r• •�L i; ..Ir. -, . k: ui I I� . ., T. ��I; � J .11 I r• •� I • ..� hi I s� rir lKpla a9 i'• aJti— 1 r f• t 1•fr? `: _ :'h It rl,� -rl:c .,:•,• � qr i r•m • rt ' •i'! •r I�tt , � •� 1 I + •!,i �f - ♦{, .l.l�f.! 1, .l 1 7 1 •_u:3 M I 'I !'• '-� 1' i a' 111 .1 I-Ali dL l+rl f _ _L 1 ! J , I.'LJ •Iia RJL I,Jf, t I r r •� +. . • ( �, , .I r , r . t r 1 :l r � . • C�f�. or !i'!i 1�' .. J 21' ! r t IL:.Y,: f ! �J�i 3tro: �' ' ' 5�,1 - •'� 1l,� �. .�.� r fit' a - �I • " !, li. r r 1� I '' «I P/ .J?:' :1 ''. �•It ' �. i,l'i'+ . - I p ii•a J ._ I I 1 �1 I ki OCRANUB ALASKA Marino snviranmental conrultinq 119 Seward Street, ayite Juneau, Alaska 99901 (907) 463-6792 463-6791 FNL 566-6619 16 August 1993 TO: Eric Eckholm c/o Westar Arlington, Washington by fascimile to (206) 435-6625 Re: Seafood Processing Effluent Impacts on BOD and TSS Levels Dear Eric Eckholm: Per your request, I have researched the potential impacts that your Seafood processing operation may have upon BOD (Biological Oxygen Demand) and TSS (Total Suspended Solids) in the receiving sewer system. Unfortunately, there have been very few studies conducted on seafood rinseate-only effluent. Tn attempting to locate documentation on this subject, I interviewed several state and federal agency peroonnel . I explained to agency officials that your operation invol_vea Primarily rinsing frozen H/G (headed and gutted) salmon, and than filleting these fish in a mechanical filleting eystam. Since your floor, sink, and table drains will be screened to collect fine fish scraps, I indicated that only minute organic particles and some fish slime will enter the waste stream. All of the agency personnel with whom I spoke concurred that this type of operation would likely not have a significant impact upon BUD levels , They generally agreed that TSS levels In the effluent from -this type of processing should present no major problem using standard Bcreening practices . Here are comments I received from the seafood waste experts I interviewed; Florence Carroll , NPDSS Compliance Officer, USFPA, Region 10 Seattle Office: "Based Ripon my experience, there should be no gOD problems from this type of operation. Since the fish were already dressed and headed, there should be little slime or gurry in the rinse water. TSS is more likely to be a problem, but T doubt that a significant problem for the sewer system would develop in this situation. ,, Ms . Carroll is familiar with the challenges faced by the Arlington municipal wastewater system managers . 1'i CEIVE 17 1993 R::,iITY OF ARLINGTON Valerie 1-1cingy, Environmental Engineer, USEPA, Region 10 Anchorage Office: "From a concentration standpoint, the effluent from this type of operation would not be a significant contributor ROD levels in the sewage system. By nature of thin operation, TSS should not be a problem either, but direct measurement of both parameters at peak discharge times would be necessary to confirm this . " Sk1.p Widf1eld, S©afood Sanitation Division, Alaska Department of Environmental. Conservation, Anchorage Office; "One could predict that this off luent would have minor, if any impact upon BOD and TSS levels in the sewer system. I doubt if this would add significantly to the existing ROD and TSS levels . Empirical data would be needed to be certain that absolutely no impact would occur. " Martha Barber, Environmental Specialist, USEPA Region 10 , Anchorage Off.ico: "It seems very unlikely that processing of this type would create any additional BOD or TSS load to the sewer system. t only know of BOD problems being associated with crab procossing, I don't know of any such problems resulting from a rinsing and filleting operation. " I further consulted the following document, in which I found some data from studies of Alaskan seafood processing operations which were somewhat similar to the proposed processing at the Arlington plant; Development, Qocument for znterim Final Effluent Limitations Gtildol-i-nes and Proposed New---Source Performance Standards for the Fish Meal , Salmon, _ Bottom Fish, Sardine, Herring-._ClAn, Oyster, Gallop, and Abalone Segment of the Canned an Preserved SeftL Procee.gInq FoInt 5our.ce ('at.egory; USEPA document # 440/1-74/041; Tables 78, 79 , and 81 This is the support document for 40 CFR 4081 the Federal Register section dealing with seafood processing diacharges . Information from three case studies in which effluent from pre- dressed salmon processing was analyzed for various biochemical parameters showed that the average S-day BOO level in the effluent was 0 . 83 kg/kkg (kilograms per 1,000 kilograms) . These were operations in which the fish were purchased dressed fresh. It is likely that BOD levels in effluent from the proposed Arlington operation will be considerably less than the levels reported here, • ry � , I V� 1 $ 967 586 6'bi9 BAYLISS 08/16/93 17: 33 F.62 as the fish received for processing will have little or no residual viscera, mesentery, or visceral particles adhering to the body cavities . Please contact me if you have any questions regarding this information or if you would like assistance in to preparing to conduct the initial HOD and TSS sampling of your plant's processing effluent . Sincerer, C__ C Michelle Ridgway ~� Environmental. Con tans .r • ` OCEANUS ALASKA Merino unvironaantal consulting 119 Seward atreat, $Qita 4 Juneau, Alarke 09801 (907) 463-6782 463-6761 FAX 506-6819 16 August 1993 TO: Eric Eckholm c/o Westar Arlington, Washington by fascimile to ( 206) 435-6625 Re: Seafood Processing Effluent Impacts on BOD and TSS Levels Dear Eric Eckholm: Per your request, I have researched the potential impacts that your seafood processing operation may have upon ROIL (Biological Oxygen Demand) and TSS (Total Suspended Solids ) in the receiving sewer system. Unfortunately, there have been very few studies conducted on seafood rinseate-only effluent. In attempting to locate documentation on this subject, I interviewed several state and federal agency personnel. I explained to agency officials that your operation involves primarily rinsing frozen H/G (headed and gutted) salmon, and then filleting these fish in a mechanical f_i_lletinq system. Since your floor, sink, and table drains will be screened to collect fine fish scraps, I indicated that only minute organic particles and some fish slime will enter the waste stream. All of the agency personnel with whom I spoke concurred that this type of operation would likely not have a significant impact upon BOD levels . They generally agreed that TSS levels in the effluent from this type of processing should present no major problem using standard screening practices . Here are comments I received from the seafood waste experts I interviewed; FlorencQ Carroll , MRS Compliance Officer, USRPA, Region 10 Seattle Office: "Based upon my experience, there should be no BOD problems from this type of operation. Since the fish were already dressed and headed, there should be little slime or gurry in the rinse water. TSS is more likely to be a problem, but I doubt that a significant problem for the sewer system would develop in this situation. ,, Ms . Carroll is familiar with the challengos faced by the Arlington municipal wastewater system managers . RECEIVED Ali 17 1993 CITY OF ARLINGTON i i i Vale rig hanev, Environmental Engineer, USEPA, Region 10 Anchorage Office: "From a concentration standpoint, the effluent from this type of operation would not be a significant contributor BOD levels in the sewage system. By nature of this operation, TSS should not be a problem either, but direct measurement of both parameters at peak discharge times would be necessary to confirm this . " Skip Widfiel.d, Seafood Sanitation Division, Alaska Department of Environmental Conservation, Anchorage Offices "One could predict that this effluent would have minor, if any impact upon BOD and TSS levels in the sewer system. I doubt if this would add significantly to the existing BOD and TSS levels . Empirical data would be needed to be certain that absolutely no impact would occur. " Martha Barker, Environmental Specialist, USEPA Region 10, Anchorage Office: "It seems very unlikely that processing of this type would create any additional SOD or TSS load to the sewer system. I only know of BUD problems being associated with crab processing, I don't know of any such problems resulting from a rinsing and filleting operation. " I further consulted the following document, in which I found some data from studies of Alaskan seafood processing operations which were somewhat similar to the proposed processing at the Arlington plant; Development Document for Interim Final Effluent TAJ-mltati-ons Gut.dAt..i.nes and Proposed Now Source Performance S1,,ondards for the Fish Meal, Salmon. Bottom_Fish, Sardine, Herring, Clam. Oyster, Scallop, and Abalone Segment of the Canned an, Preserved ,r94-foo Processing Point�5ource Catogozy; USEPA document # 440/1-74/041; Tables 78, 79 , and 81 This is the support document for 40 CFR 4081 the Federal Register section dealing with seafood processing discharges . Information from three case studies in which effluent from pre- dressed salmon processing was analyzed for various biochemical parameters showed that the average 5--day BOO level in the effluent was 0 . 83 kg/kkg (kilograms per. 1,000 kilograms) . These were operations in which the fish were purchased dressed fresh. It is likely that BOD levels in effluent from the proposed Arlington operation will be considerably less than the levels reported here, i r! a 907 586 6-9 BAYLI55 08/16/93 17: 33 F. 02 As the fish received for processing will have little or no residual viscera, mesentery, or visceral particles adhering to the body cavities . Please contact me if you have any questions regarding this information or if you would like assistance in to preparing to conduct the initial BOD and TSS sampling of your plant's processing effluent. Sincerely, Q— lp4c-z" X Michelle Ridgway Environmental Con tans WATER AND SEWER FEE CALCULATION WORKSHEEET c� Building Permit No. IflL J / W/S Application No. Date Service Address 1/..`91K �/ N/! Ye &41 Number 2 Plat Name hjr V� Applicant Name LA1P�Q �1/(iCik✓-r7F 5 lh� Acct. No. No. SFR Units No. MFR Units # ERU's (see rte section) 0 r T ")~ TT A�rtED EQUIVALENT RESIDENTIAL UNIT CALCULATION Tog )OP. e�q LCuLq'�j a�) Discharge Facility(Category) r Design Unit (Basis) pe v a y. - sPj -TI No. Design Units �AA X Flow Per Unit (gpd) = Total Flow (gpd) 2,56 Total Flow (gpd) 2 5 ip = 250 gpd (SFRU) = G I1 .C/ 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 3 $ 4,5A^,- Ob Additional ERU's X $ 1500.00 $ First RU, Meter Size $ Additional RU's X $ 1500.00 $ WATER CONNECTION CHAR f /� / n� Meter Size $ Z5.oQ S "r / 06 SEWER TAP-IN, CHARGE ERU'S X $ 3000.00 $ 3r ao0•�%.01 RU's X $ 3000.00 $ $ SIDE SEWER PERMIT CHARGE First ERU @ $ 100.00 $ Additional ERU's X $ 20.00 S First RU @ $ 100.00 3 Additional RU's X $ 20.00 $ STREET REPAIRS $ $ FIRE HYDRANT INSTALLATION v1 �/� 1 $ �}�y� /�� $ /�/� M OTHER ;;i:�l�, JT l� �i l L e0fl J F6/Y G)U7 S I Z/ 0 W $ D(/V/ (/ti./ 5CWCX Csc-1 177AC1,16-P) 7 TOTAL CHARGES $ D S.D 9-7-93 Water/Sewer Fee Calculation Westar Properties 19115 62nd Avenue NE #2 There is an existing building on this site. When we issued the building permit for this building, we assessed water and sewer fees for two units; the existing building is presently using both paid units based on square footage. The ERU's now being assessed are for the 9,000 sq. ft. addition. New addition: Domestic Component - Water/Sewer Fees Water Connection (meter) - 3/4" $ 425.00 Side Sewer Permit $ 100.00 1 ERU (10 employees @ 1-8 hr shift/employee x 25 gpd = 250 gpd _ 250 gpd = 1 ERU) Water Tap-in 1 ERU x $1,500 = $ 1,500.00 Sewer Tap-in 1 ERU x $3,000 = $ 3,000.00 Industrial Component - Sewer Fees 6 ERU (BOD's & TSS) ((830 mg/I x .0005 x 8.34) x 21 .5 days - 12.5 lbs. = 6 ERU) 6 ERU x $ 900 (BOD) _ $ 5,400.00 6 ERU x $ 600 (TSS) _ $ 3,600.00 2 ERU (Flow) (500 gpd - 7.48 x 21 .5 days - 1,000 cf = 2 ERU) 2 ERU x $ 1,500.00 = $ 3,000.00 GRAND TOTAL (BASED ON SEWER PRETREATMENT APPLICATION) $ 17,025.00 MAXIMUM ALLOWABLE FLOW, 24 HOUR BOD OR TSS LOADING (63 LBS/DAY) WILL HAVE THE FOLLOWING IMPACT ON ERU CALCULATIONS: 108 ERU (BOD's & TSS) ((500 mg/I x .015 x 8.34) x 21 .5 days - 12.5 lbs. = 108 ERU) ((755 mg/I x .010 x 8.34) x 21 .5 days - 12.5 lbs. = 108 ERU) 108 ERU x $ 900 (BOD) _ $ 97,200.00 108 ERU x $ 600 (TSS) _ $ 64,800.00 43 ERU (FLOW) (15,000 gpd - 7.48 x 21 .5 days - 1,000 cf = 43 ERU) 43 ERU X $ 1,500 = $ 64,500.00 29 ERU (FLOW) (10,000 gpd - 7.48 x 21 .5 days - 1,000 cf = 29 ERU) 29 ERU X $ 1,500 = $ 43,500.00 GRAND TOTAL (WITH MAXIMUM ALLOWABLE LEVELS ACHIEVED) $ 210,525.00 to $ 231,525.00 Ci Arfi Za to n MAT 3C^Ccx-- # NA,'-f Z: DDR:SS: cil DR RZ^L*-. B Z G +a VC 3 o z SiM-mra a �RavT Yms ems: S=CE ,;�Z: -C= YC ?}?".YG: _ YC _ NO NO CN CAN'=RCL -- 3�4C�'r7�^*' 2,7A.:J r (3.R�C Ste: Gc�. , �,; YC SP L'C'a-' ._S RGR �•V':'C (�c�-��--,. Z.,C-..Z'_�— Na r_ � CCU=`TTS OR S?z Xz PRCV:S"Ns: ---•---� Ste_-ZrT=SOR• BUMDLN G PER-MIT APPLICATION CHE C�.IST RES & DUPLEX C 0INal & END A_�PL-CAT7CN Si':'S ?LA+v A.°�'LiCAT;CN ARC:?. ORAiJ__VGS ARCH. CRi�:tG3 IZZAIAL OESC�=? STRUT" DRAW___N. GS MT,—MG7 GAZI "S LJ_GA:� OESC.Z? ..V G'� CA=S SS?A CHyC.C,�ST UT__ r++v ORAWi NGS XL 7 C� CC�' �.r �c,_ ,c FOR A`�9L��.','__CN Z„�_ (�) _�s c- =AC:. Qzz •.. -a A2?L=C.AT 1 0N. — »»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»> OCN=VG S CZS : `RCN':' rV - <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<«<<«<<<<<<<<<<<<<<<<<<<<<<< VC'T�S OATS: _ NYE Z GE0 i City of Arlington BUildinc Permit File Checklist Company Name Permit Number Owner's Name Job Address Original Permit Application - Date Received Original Construction Permit Copy - Date issued Legal Description - on file N/A Plans Requirement Checklist - Completed N/A Planning and Zoning Review - Completed N/A Energy Calculations - WSEC NWEC N/A On File Field Inspection Record - Job card issued Site Plan - On File N/A Copy of Plans - On File _ Hanging See Locator N/A Destroyed Storage Health Department Approval - N/A On File S. E.P.A. Checklist - Exempt N/A On File Utilities Information Questionaire & Application - N/A On File Existing Adequate Fire Department Approval - N/A Comments on File Verbal Approval By Date Time Airport Commission Approval - N/A On File Engineering Approval - N/A Storm Drainage Verbal Approval By Date Time Contractors Registration , Status N/A Expiration Date Structural Calculations - N/A On File Soils Data - Assumed stable soil _ On File N/A Certificate of Occupancy - N/A Date Issued � 9' ci ty of Arlington Building Department DETERyLIN-I'I'TON OF S E P CATEGORICAL EYENUMON ACTION OR APPLICATION =E: BRIEF DESCRIPTION OF ACTION: CODE REFERENCE ALLOWING EXLDVIPTION: w.a.c. 197 - 11 - 800 PERSON MAKING DETERMINATION: DATE City of ARLINGTON DEPARTMENT OF PUBLIC WORKS PLANNING kVD ZONING z'TT �zw (1) S.E.P.A. : ALLOWABLE LOT COVERAGE Exempt Checklist E. I. S. Required ALLOWED: (2) Shoreline Management: SHOWN: Permit Required: Yes No MORE/LESS Date of required Permit APPROVED (3) Subject to variance: NOT APPROVED Yes No (4) Subject to contract Rezone: Yes No (3) Subject to Plat or Short Plat Conditions: Yes No (6) Location on legally separated lot: Yes No (7) Subject to State or Local Flood Zone Permit: Requirements : Yes No (3) Zoning Compliance: A. Zone Classification B . Permitted Use: Yes No C. If no, extention of non-conforming use: D. Minimum lot size required: Shown: E. Yard Requirements: Required Shown 1. Front 2 . Side 3 . Rear F. Height limitations, Maximum G. Screening Requirement: Yes No H. Landscaping and Plan required: Yes No I. Parking: 1. Off-street parking Required: Yes No 2 . Plan provided: Yes No 3 . Adequate parking provided: Yes No REVIEWED BY: DATE: City of Arlington DATE ;tr1►` AIDDR.SS 3UI13IYG USE Oc=C ANCY XT-ON i mvMS OF CONSTEUC''_'ION N I ONE-3CUR 2LEAS? VCn+p ALL RSD CCRREC^:CN3 CR RE �l-M-1^_9 ON s:Tz =V . SITS 2 Y: A P R C DRYI?D ACC?SS -R. :.A..NTM R QU=ZD : v ES NC NO ::'.DRkY'I' R.QU-ZD : YES NO LCCAT-CN O: HynR ANTS '-7--RZ ?LOW LA.-.M SV STM,I R-QUiZ�. V17S NQ .YGX 30n R.QU:R�D : YES NO LOCATION: =R: E X '"NGUISHM-IS R_-QU=ZD : Y^S �10 LOCATION: ADDRESS LCCATION ON SUILDI:TG: Lc CA=: ENGINEERING & STORM DRAX AGE PERMIT DATE: NAME: ADDRESS: TYPE OF BUILDING: PLEASE NOTE ALL NECESSARY CORRECTIONS OR REQUIREMENTS ON SITE PLAN IN RED. 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