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HomeMy WebLinkAboutSWG2026-00085-APPLICATION/DESIGN - SWG Application / Design - 7/8/2026 MASON COUNTY 415 N 6TH STREET,SHELTON,97 ,WA 98584 • SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2026-00085 APPLICANT CHRIS ELSTROTT* Phone: 360-561-5000 Address: 128 NORTH RIVER STREET MONTESANO, WA 98563 OWNER AREVALO GRISELDA BARRERA& Phone: 253.230.9697 FREDY Address: 11003 FREIDAY ST SW LAKEWOOD, WA 98499 Site Address: 521 e eagle point Primary Parcel Number: 421227690072 Permit Description: New Residential OSS Permit Submitted Date: 03/26/2026 Permit Issued Date: 07/08/2026 Issued By: Jeff Wilmoth Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system). Permit Expiration Date: 04/13/2029 (based on date of inspection) Permit Conditions: I Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY li( j MASON COUNTY DATERECENED: cn > AMOUNTRECENED: RECEN DBY: W (f) Public Health & Human Services 70 Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 S W G — O 415 N,6th Street-Sheltoniton,,WA 98584 ON-SITE SEWAGE SYSTEM APPLICATION > > 0 APPLICANT IP HONE ITI r MAILING ADDRE -STREET,CITY,STATE,ZIP1CODE p - -"J( o -i7 jj LQJye,[ i4SITE ADDRESS-STREET,CITY,ZIP CODE 1. .r� NAME OF DESIGNER I PHONE p.. `� f•�. c,'3 ,CGS Z7` I Y6/- S r -� NAME OF INSTALLER j iPHONE PERMIT TYPE(select one) DRINKING WA TERSOURCE SIDENTIAL OSS ❑COMMUNITY OSS ❑COMMERCIAL OSS ❑ PRIVATE INDIVIDUAL WELL TW -PARTY ® PUBLIC WATER SYSTEM 1 TYPE OF WORK(select one) 14 r [,,.NS iGl CONSTRUCTION/UPGRADES ❑ REPAIR/REPLACEMENT OTHER DETA',ILS(select all that apply) ® TABLE X REPAIR SUBMITTALS SURFACING SEWAGE ❑ EXISTING FAILURE ❑SHORELINE SIGN FORM(REQUIRED) TIC DESIGN(REQUIRED) BEDROOMSi LOT SIZE WAS LOT CREATED AFTER 411/2025? I~� ❑ WAIVER(S)(IF APPLICABLE) ! I `�`� . YES DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) .11 Ia IN SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES.MUST BE FLAGGED WITH TEST HOLENUMBERS, OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCEIPUMPING❑ BUILDING PERMIT❑HOME SALE❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS 5 RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSP -TO SIGNATURE DATE APPLICATION EXPIRATION DATE CATION APPROVED! SUED BY DATE �1-I Z II (2c4L74-2& THIS F E SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:01/09/2026 J i li i f f !� DESIGN FORM—PAGE ONE Assessor's Parcel Number: A design will be reviewed when 3 copies of each of the following are submitted: Completed design form that has been signed and dated. Scaled layout sketch,including all applicable items on checklist. Scaled plot plan,including all applicable items on checklist. "Cross-section sketch,including all applicable items on checklist. This form may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X 17" PARCEL L Jt,DENTLF'ICATIO Permit Number: SWG 22€ r 9- Designer's Name: 4L Applicant's Name: Designer's Phone Number: J' - c(/- Mailing Address: QQ ' , i®e4d s�Designer's Address: /28 STe City State Zip Grsl'� City 'State Zip Designer's Email DESIGGN PARAIV�IETEll . � Treatment Device ❑Glendon ❑Sand Filter ❑Mound Cf`Sand LLined�Drainfield ❑Recirculating Filter ❑ATU ❑Other Treatment Level(check all that apply): ❑A DIEI C 0 BLl ❑BL2 ❑BL3 ❑E ❑N Drainfield Type 0 Gravity ssure 0 Trench @Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class ® Daily Flow:Operating Capacity 46 gpd Length it ft Daily Flow:Design Flow gpd Diameter __ in Septic Tank Capacity(working) /gip gal Number Receiving Soil Type(1-6) f Separation r ft Receiving Soil Appl.Rate 1,O gpd/ft Orifices Required Primary Area ft2 Total Number of Orifices y9 E4� Designed Primary Area � : ft tame er in z Desi ed Reserve Area ' t Trench/Bed Width /® , "ft Manifold < 166. Trench/ d Length ,�� I TH __� Elevation Measurements MASON C0 1Leng ft Original Drainfield Area Slope ® % Diameter in New Slope,If Altered 49 % Preferred manifold configuration used? 0 Yes ❑No Depth of Excavation Up-slope Vc°/pJ „/in Transport Pipe from Original Grade Down-slope d�� • in Schedule/Class a 17i Designed Vertical Separation 2 in Length /B® ft Gravel-based Drainfield Required? es ❑No Diameter in Pump Required? ti❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day Diff.in Elevation Between Pump&Uppermost Orifice ft Dose quantity J® gal Drainfield Squirt Height!Selected Residual(head) f ft Chamber Capacity(flood) _ 0 gal Uppermost Orifice Iher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head ry- gpm E11 ❑ 1 pse Meter ❑ vent Counter Calculated Total Pressure Head /'A ft If Timer: Pump on 7!..,M ,Pump off Comments '-' 'r Revised:6/11/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Permit Number: SWG DESIGN,CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch hole locations ramfield orientation and layout Reference depth from original grade: ��ei, o logs C rench/bed dimensions and ��is tank ��Zisting oty lines critical distances within layout infield cover and proposed wells D-Box/Valve box locations Reference depth from original grade within 100 ft of property is tank/pump chamber and restrictive strata: Measurements to cuts,banks locations,and aterals,trench/bed,top and surf ce water and critical areas Observation port location bottom C1-location and orientation of E .—€e n-out location Curtain drain collector cuxtain rain and all absorption C Manifold placement wand augmentation components —urifice placement Othe�rr,crro�sss-- �ction detail: tion and dimension of C�La eral placement with distance �'Ueservation ports/clean-outs primary system and reserve area to edge of bed g Other Information udible/visual alarm referenced Yes No ction of slope indicator i — are of drawing shown on scale ❑0_ De�si staked out Cam aterlines bar 0 E recorded Notices attached s,easements,driveways, ..E4eiion benchmark and re 11a e ❑ aiver(s)attached Zith 3�g Y ` ` v ;� ❑Pump curve attached evo� o �s, step o enfs� arrow and scale drawing "; t ❑ valuation of failure shown on scale bar ri; 08 JUL Non-r ential justification Waste strength COUNTY ENVIRONMENTAL HEALTH Flow DESIGNu OVAL The undersigned designer must be notified by installer at time of installation es ❑ No Jr— Signature of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local o 'te regulations: E iro ental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. v' The Onsite Sewage Permit has not expired,the Permit Expiration Date is: ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web site. Revised:6/11/2025 / ___________________ ________ `�a! ���.,✓ ._____ __BOURGAU4.T q0 0 (. • Qj. � ` �a¢L GIORGI h1P 339 G"• w� u L-, StOPG C/�fi ° n&3 PURDY 114 �-_ C„�I I' �� _� NA7GIER1�r 5 ,M. ENGwNE,B„NE '°" ��/ 6�c5- FlI EgWP Y crcxss HEclr flO Ofl HOg1ENEWtN '�• 4 _____ • • GARdG� ro 9l� y4nmaal BRpCKDgCE RD N �ORIEC��`O�US g0 SITE, .o. i • 1 • SZ/ . F_AGLE JbnV7— Ar?l✓ i 3c °— MI 'a i' ,V IC 1 3 fix-Q ''� Bedroom residence= 3��G.P.D. Cy -r-)_ 1 (p �6g,G.P.D. (reserve) J • 3 . �RQ9hy�4i R Rrlb4Gl �z ch r ^0 GP S.F. CprSnsry) . .D./ —36.0/ ,.71s0 G.P.D. (reserve) b \� G.P.D./S.F. -3G"o At- 446•Ga' Q Sr4/- GOGs. 3 zl-z c I_IEC_I> __ • ,'bzC- GC,dAITE.t GLN�°3'CO - G a` 1. DRAINFIELD. SEE DETAILS � 77mae O- 3 ( // H G"z G.S+74.4 T/✓hE E2 d4, S.ET ma h � ¢, ^rp yp 2. BENCHNAVK'EL. = 100• ASSIT4ED 7aP / • ' fy��, 3. 120O GA CONCRETESET C TANK. • 4. /3 urnF 74•'+K. O- ZS t/ �6IR 41V s•4 TJ 5. Sc/1 (io PVC DELIVERY LINE. a -.1O TF Cr //Q ✓Tf' �� 8084 °.! 6. 4.PVC A5TH 3034 TIGNTLINE. O- 2' i/ b G/c' ai SQ NA 7. 4"PVC CLEAHOUT. I.E. ' �j 2. ,o. /.4 , WATERLINE.MUST BE LOCATED MIN.I0' • PROM ALL SEPTIC SYSTEM COMPONENTS• OWNER: LEGAL DESCRIPTION � 240/B 1 ADVANCED ENGINEERING JOBNUMBER [7 G✓zis�Go 4/1izcG9� 5:22 T:2/ R:I/ T .#_P 1/2/22-7d 9c07Z- • ?-z,--" 128 N.River Street y O Yo R° Montesano,WA 98563 // O 3 0 //2€/a 9 sT Ct/ LOT 7g Or SP Zo6/ /r=.5233-38 DATE =ter— y 360-249-8447 4/ 4' a, wA 98V 99 1sT/✓ O. w�L -5 /s/ S 5'7//7 SCALE: - 7/O //c ry SFIT_L OF 290./0 s °k� �y R VVV , BDURGAUL7 90 �• cx[sT P 339 ° d I G ! ow I USLOP�r ,� - tra sum A9&i uu�w _ _ ,� H/nCHER�, 0 EAGIF3' 'Tr "'•'�5'T- '0p , .�. k'- FALCONGS�MFr �R ¢O1OGHIiN0 8 �� � ® ��S•? rz•`BFP HORHEhHYiIZ2' c c s/nom m 30 13T �2T Z4 �gTe/dGC 2 t 'c- oy�m>P3a1 RppKDq�E RD �}JZT✓Ervq�/ c. y � ..,.— ',•+`" :•• V Ov✓ r© 1� r 1 62/ .f FAGL� ,' 'r O 30 a , . • 3 ^ �' pSw L1 f 3 Bedroom residence= 3�e G.P.D. fprSeery) 0 7 3 W�14JO�y4A RiI� 1�4�1i ® • T --__Q G.P.D./S.F.- (re 3vri/>� y \�:)� lerve) G.P.D./S.F. 446•G°' ->'60• C' I1�ICENJ�' T ,Cb3E 77mcr+ tGdNTLr.G y M4,4_TC4 'P'b .A. 1. DRAINFIELD. SEE DETAILS I 3 ( P,9;7 (-K GMS+� ,,,,,c DER R 2A0. S.ET R+1, ��lly^. � � 2. SENCHI0ARC EL. = 100, ASSVIIED / 2 -90 Gam/ {L y _D>3Es�,dA(/ N s 3 Ga 3 sfs TyP/ /4 / `p9 3 /200 G CALL.. CONCRETE SEPT SEPIC TANK. t.� z� a- Z8 d jT G 2 sa 9 F� 4. r2oo G_' .. cn vc. p o�m r+a..r.V. ad• 5. Sail vo • PVC DELIVERY LINE. go e� +' 6. d•'PVC ASTM 3034 TIGHTLINE. / /jdpF,i.1 �fji MIN. SLOPE=2- �, • O- 7. 4'PVC CLEANOLT, I.E. = 9Z— Z 2. )-y off /fj • _y.6-�6 ' WATERLINE.MUST DE LOCATED MIN.10' / PROM ALL SEPTIC SYSTEM COMPONENTS. OWNER: LEGAL DESCRIPTION 260/8 ADVANCED ENGINEERING � yuvi ,,_x, FF, • J0B NUMBER CIl /=fir£° Z Gris�co4 4,9e X446 S:22 T:2/ R:V T.P.#r/2/22-7Z 7407Z• rro' 128 N.River Street' y o YD+ 0 3 GR.Eia'9 •sf.su/ LoY- 7e o- SP ' 206/ /P/=.'S23�'3 fi DATE Montesano,WA 98563 y n 360-249-8447 J Gi?/r6wca d W 4 7999 / N c s '/g s y7/1i8 SCALE./= SHT OF // olzo n7AnC� -'°- 6/�0G'S�PVAFTi /fU<TS PINGAsir 5 - „ Y5/CJ T .PPAOED .E•✓O GAvs„ F 1/rte' o�� A �'J G .O���t oAL �G �-. ��i NSS IS.. A SPECIAL DESIGN DUE TO ADVERSE SOIL �A. LS / rTi r- •C /- ONDITIONS; GROUNDENGINEERING TABLE AND/OR SISTER APH7, , f�v^ bYJ' r.�l�' -r .. t-��L.I Cam-• PA R'I� ®" s .s;RRTDANCE0ITHEALLNCURRENT STATE_i.911 00NTY HEALTH V IG- G= .L .. �V Ci �f- RCSIRNSSIIH LITYRF0RIITSESUUSE OR LONOEYITTI AND S THE OWNUMES ER . '"G-C, o2/iF)TcO k.LS T0O0EEOpE AGREES TO MAINTAIN AND HALE ALL NECESSARY f+CJ a A1TFit F✓rV 7AC i! _EP IE TO THE SISTER AT NO. COST TO ADVANCED 3H tam.` tl(GINE NG. C. . THE RAC70R SHALL•8E CERTIFIED AND APPROVED HT RRIT'Y O.INSTALL SEPTIC SYSTEMS.• -20 5P5o6SP50A6 To 3alfoiA7 or=5•¢J/Q' .I/_ ..��i Z TO LNT �_ 3 THE M AGTO SHALL FIELD VERIFY. ALL CONTOURS, /7•S+ " $ DUD EVATIONS, AND TREHL DEPTHS IN Z• scN yaL : ��� ty�/' A Ebb/A AS PRIOR TO CONSTRUCTION, SP4G (gyp^Yt 1 I^ _ y .€``ALL CONSTRUCT}ION MATERIALS AND INSTALLATION SHALL If I-l FO L P.bRN O ALL APPLICABLE'STATE AND DOVNTY HEALTH t n P 0 6✓ .O —, -�_ DEPA@SEFOIT RLVUIREMEUTS, - 1` Si•d'� `$ ` IT SHALL BE THE INSTALLER•SZRESPONSIHIUITT TO HAVE (DpootlalS G.PA O' 20 40 - 0I BD 100 IN 140 • A COPT OP THIS DESIGN ONS TE AT ALL TIMES DURING •O '. -_ � 60NSTRLCTION. , 6. IT SHALL 8E THE OWNERS AND/OR INSTALLER•S - SSGP�r) [ ^ INSPECTIHILIT7 TO NDEPAR ADVANCED ENGINEERING RIRU AND � /Q " �S /`' 3J ON S: Z`f (INSPECTIONS PECTIONS PRIORT70 BACLFIPLLEFNG,FOR IRE REQUIRED 2 SCN •yO �j Vc 7. ALL.REQUIRED TESTS SHALL 8E SUCCESSFULLY RUN PRIOR- ERAL I{• 1�I� ! INSPECTION. ALL 10 CALLING �LOMPOREHTS, INCLUDING CEO ENGINEERING RALL FTARE L ACCESS LIDS RUST 8E ACCESSIBLE FOR INSPECTION. ��RR }� \q n8ry y�/� Sq /p Ni7l tl�V RE/�LROrR��,M,rF/ILL a APFRDYE0IA87 ADVANCED ENGINEERINGSHANp THEFIRCOUNTq ! PuuIp CUR V L^a UV�U 1/VOWU`1'DD U W0L U QISYVIJfCU lJ V.Wu� HEALTH DEPARTMENT.. .......... ............................................... ....... .i AREA.SHALL SOIL COULD RESEED 9. OWNER/INSTALL A NOT O SOIL DHElSITE1-U •U.RRIRH 6 WIELDERS C.140 y [r. THE SITE-IR(VSAHLE. ...L A T H R A L D A T A... ^ • 10. EXISPLOTTER UTMLITIES D ON THE PLANS HAVE DEED•2.LATERAL GPACIN 36.0 feet •"6.LATERAL DIAMETER 1.25 SaeH - - 'Y PLOTTER FROM THE BEST INFORMATION AVAILABLE TO THE.+3.PIPE DCRRPACIDG 2.5 feet •7.ORIFICE DIAMETE ].5 YeeEl •' (!11 'I �/T, pESIGNER. ACCURACY AND COMPLETENESS ARE NOT +4:PIPE SCH600L6/CLASS 40 •S.ORIFICE DIAMETER ](16 Sneh' VC\ 1 f�V71 5.ROMBWt OP LATERAL` 4 9.ORIFICES/WTIDUL 14 .GUARANTEED. ••M AN I P O L D DATA•.. /• \• 6 11.PIPHIPSCH®OLH/CLA98' 40.5 [aeE r13.FAHSEOLD TIPM 2ND i th +2 �s/ LRrteAnesOM OA•cuo 1 ..PORCH MAIN DATA... I pyo;xge[ve Sl FORCE HAIR LSNLTN 100.0 ! t 18 ENIN3 CHECK VALVES 1 • 15.PIPE SCE®DLH/GEAR. 40 19.GATE VALVE. 0 I 7 - I6.FORCE Maw DIAMh18R 2 1 tb 30.ODDt.V�..IIDS.LOT 0 U i D - - reve 17.:90 D)K�EENDa a f==q&-J' fit.=�I! _� d r'•'HI WATERAIARM. ,.n:Tem`xewm,oanre ' .S Y S T E M R E A D P.L O W D A T A... l �• 6��r���s�O^'+reN^eMAneN 11.MI�NDR PRESSS RB ODD THELAST on IP CE ANDD INCR�f3fEM[Pm 1.0 FOOT /[RI �' ,I FLMPCN s L+ wrex;u. �`//\//\�/ /�C%- PRSB9DA8 OD THD ii(9T ORIFICE HY 3 DEBT. EV.(P O(� 3.�� �"- SOMMARY OF H8AD - DISCHARGE DATA ,�•, _,_.-• i /\� 0 0 RBSIDUU, PLOW DELTA HEAD.AT BEAD AT DELTA TOTAL TOTAL • . \\� \\\ esene ev HEN! AT PER PLOW IN DISTAL PORCH HEAD IN SYSTEM SYSTEM( SOH00i00R: ON. LAST DRIF LATERAL LATERAL LATERAL. FAIR MANIFOLD PLOW WORD 1.//2 GAL. CHAMBER .• 9: EFFLUENT PUMP—94 DOGMATIC • \�\\(feet) (gai/vda) clot ok (Peet) (feet) not RU (gal(m1nT ([see) 7:q 1200 GAL. WATERTIGHT CONCRETE -yp OR EQUAL. ^ ••••••••• •••••••••••••�•'•••••••••••••••• 2 8C0..GAL. CHAMDE. PUMP CHAMBER WITH WATERTIGHT \\0 \ ��\ / / nre 1.00 5.86 3.3 1.111 1.06 4.a 33.4 7:6 .._.... - _ \ \ L;;owuNMo805 2 R 0.14 3.0 ].2a 2.10 -4.a 43.3 I0,1 .. RISER AND LID• IF DIFFERENT 1)40 50. Box. WATERPROOF JUNCTION' - ro�i oA°ro,°mwa 3-00 10.10 3.0 3.29 3.14 -4.5 40.6 1]-5 3./2017- GAL. SEPTIC.TANK PUMP CHAMBER IS USED, THE 8O% 4:00 11.71 3:11 4.3E 4.18 -4.5 {6.8 14.9 MERCURY FLOAT ROLL CHANCE. ' 5.00 13.09 2.9 5.46 5.22 -4.5 50.3 17.3 '4. ^ORENCO`•24'•WATERTIGHT • DOSE PpLUI� GALS 4 M l 6.00 14.33 2.9 6.55 6.25 -4,6 57.3 19:7 I I1. THREADED UNION - LRAmesuwAee 7.00 15.98 3.9 1.64 7.3E •4.6' 61.9 22.0 RIBBED PVC RISER W/LI➢ E-.0D 16.55 2.8 8.72 8.33 -a.6 66.2 .24.4 (GROUTED ON]'. B. MERCURY FLOAT SWIT21IES. 12..CHECK VALVE 9.00 17.55 2.8 9..81 9.35 -4.6 7D.2 06.7 • ATTACH TO SECURE PVC 1a-DD 18.50 '.3.8 10.89 10.38 -4.7 74.0 29:0 ) 9. SWITCH AND ALARM PANEL r20fT5)Rr/AND I&FOR PUMP 13. 2��Sc/(VR PVC FORCEMAIH • 101500 oe Leter02e 11.2 I x. ON.HOUSE. )eADp e"e., CYCLE. Man1[old Volume 1.3 /� ��'//Force Male 101000 17.4 6. POWERLINE I'A I\I..YI D L'T A L(y E�LVE.vT �l[rFQ woNrroniMGreiEa WiPU1iT Total 6Ystm Volume 29.9 gallons ail \ ADVANCED ENGINEERING` OWNER: JOBNUMBER X28 N.River Street 3 26-z4' 360-249-8447 / SHT z ,OF 2