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HomeMy WebLinkAboutCOM2024-00077-00082 GEO2024-00105 - COM Engineering / Geo-Tech Reports - 6/21/2024 m SCREENING 70 B£ADDED TO EMSBNG CTlAIN LANK ffNC£ H WY 102 PROPERTIES LLC t8' TALL FENCE TOPPED FOUND 5/8" WITH BARB WIRE. LIES 8'CHA/NUNK FENCE WTH SCREEN SEC 2,T 20 N,R 4 W,W.M. _ REBAR WRH WESTERLY ALONG PROPERTY I _ _ _• --� N PROJECT DAMAGED LINE AS DIMENSIONPD.- I ...... 1 _ 60' WIDE ACCESS AND ' SITE z SEP7/C TANKS "• \ UTILITY EASEMENT d 2.0 / \ '�/� SST23'06'E \ 5 �\` I {I \N \ PUT VOL3SHOWN RPG196T .t I RESEW a0 i ul o - \ L -- — O O O O \ — — HORIZONTAL SCALE --' r n. _ \ I 4- FOUND 5/ R"EBARWRHYELLO W w SEW£R LINE CAP MARKED T SWIFT LS 38489" t- 4 •-*,- �. HELD POSITIOµ,FOR ALIGNMENT. O I 1 _ - II EoN::711811. II \ U.7457 - FI�ERDPTIC CABLE IANCC 4t { -. -- - " °c RINWC PROTRUDING b FROI GROUND __•_.•• G �ti�2 1 / ] 1.9 1 BUILDING 96 \ � _`'%, 2 POWER METER VICINITY MAP 1 - �- ' ••:-� I ATTACgEO TO 5- NTS 'A •�' I TALL WOOD POST si WELL I PROJECT INFORMATION: r • DEV£LOPER/OWNER: CIVIL ENGINEER/PRIMARY CONTACT, _ 1 \ /I - - MOILER LINE 0 Tv 10' WID UTILI HWY 1 PR ERnES LLC 02 OP PA7AILYC HARROV 8 ASSOpAiES LLC --= =' 1 I ——=-•====-- 1 :I—— - Z ��' - EASEME SHOWN CONTACT AN K/RBY- - � - Z I / 1�T C C SE CONTACT.•CHRlS CRAMER RE 1 - �'x I: \ R / I PER SH RT PLAT 1J325 NW NORTHRUP ST 8270 281N COURT NE SUITE 201 J z ^t-, FIBER P I - VOL3 P 196 PORTLAND,OR 97219 UC£Y WA 98516 d 1 ATTACHE TO Q PK J60.459.1101 WOODEN POST .x--�• EMAIL,chris o7rickharr°n.can — •F '.`/" 2ty WE GALEui ^-THERE TIS A BLANKET SITE ADDRESS: GECTECHN/CAL ENGINEERLU BUILDING ll W Q I - s?�g \ \ �� UTILITI S EASEMENT UNDER 141 W WESTFTELD CT QUALITY NW AFN 1908183 AND 1914281 SHEL ION WA CONTACT LUKE PRESTON McWN LEG = n- \ TO P.U.D. NO. 3 OF MASON 46JI WCUAN W SE,57E 0co w - ••' .. _ ( I I COL)I TY FOR ELECTRIC LACY, WA 9BS7J Z To' W E SEWER UT UTIES OVER THE ENTIRE Pik M8789705 O _r 1.9-.� 1 - :• - C'' - EASE NT SHOWf� I SLTTH 24.99 ACRES OF THE Q >••1_.. . _ - {••, - PER ORT PLAT WEST HALF OF THE FAST SURVEYOR U u,f Cn VOLS C196 MTN 2 COAST HALF OF THE NW 1/4 OF Z - #:` SECTION 2. UTILITY LINES AS BIOR£)EN/KW `f COVTACT,'SE7H E PRIGC£ O - •a :•-t: •=t•-�"• - SHOWN IN N- •x _ ',l; EASEMENTS RUN 2J20 MOPMAN RD SW 57F 106 I ALONG W. WESTFIELD CT. Q rn _ -��•� � 7UMWAlER,WA 985I7 U rNs I •5\ 60.00, I PI360.688.1949 � i I ' I LOT 3 P�� 6 J _ 60' WIDE ACCESS AND DEVELOPMENT DATA: - BUILDING #4 AFN 1916060 CR G �g '� -- - I ( UTILITY EASEMENT I TPN 420022490030 Oj� '\"=, _ - - / SHOWN PER SHORT PROPERTY AREA: 99,548 SF(2,265 ACRES) PLAT VOL3 PG196 { ADDRESS.• 141 W WESMELD CT SHELTON, WA 96564 � c 3 { - - - _ --~•' -1° I - I I PARCEL NUMBER 42001-24-900JO0 �/\O m _ I - O / o — W 1 t0 N ASSESSORS LEGAL DESCRIPTIO N* C m - •s: - '•�•": _ -.R:•:'' 1. .•,I-•..: CI ";� IZ I LEGAL DESCRIPBOIV PER A£pS LAND BILE CRWND,ALTA COMMITMENT FOR BTL£INSURANCE, ORDER N0.2022-4J70J-SL m t'n E Z I UTEC77W DATE SEPTEMBER Q,,2022Lu : LOT J OF SHORT SUBDIVISION NO.3027,RECORDED MARCH 10.2008,IN VOLUME J OF SHORT PLATS PAGE 196,AUD/TO 5 o BUILDING #3 I j j A•-':- ;3 I I FILE NO. 1916060,AND BEING A PCRI70N OF THE EAST HALF OF THE NORTHWEST CURRIER OF SfC17ON 2 TOWWSHIP 20 > E NORTH,RANGE"4 WEST, W.M,MASON COUNTY, WASUNGTON,' U Sy ram"m m FLOW c i° )• - LINE I I TOGETHER W 7H AND SUB,ECT 70 AN EASEMENT FOR ACCESS AND URU70S 60 FEET IN WON,INCLUDING ADOInCNAL m N`a3 o I _ =.•l:•:-,- WiD7H FOR CURVES AT ANGLE POINTS AS SHOWN ON THE MAP OF SHORT SUBDINSDN NO.J027,RECORDED MARCH 10, __ _ B'CHA/NUNK FENCE _ e 2.2 ' I - - - _ ,. .:.: , 2008,IN VOLUME J OF SHORT PUT,PAGE 196,AUMTORS FILE'NO. 1916060. 'I .� �24504 CMC SDS CIVIC SHEET LIST TABLE / BOUNDARY NOTE: o I / ��.. SHEET NUMBER S/EEr 1113E sNEET L1EeP saTxw -'-1- - )1BS GOES NOT C015DN/E A U o I ^ I I BOUNDARY SURVEY,AW IS SUB,.ECT TO I C/0 QOOflP SsAEET AND SIE PLAN J _ /7 ANY INACCURACIES TTVAT A SUBS:OUENT BUILP/NIF #2 _ ':� BOUNDARY SURVEY MAY DISCLOSE 1 C20 1LSC PLAN J J C21 IESC OETAKS (n 00 UTILITY NOTE: 5 G.0 FIORIzavTAc C LANE PLANco W Lo 2O'NVEVAIE(POIER) F.- --! - ( \ ' I U7IU7Y[OCAIIQVS SHOIfW HERfCN ARE 6 C5.0 STORM PLAN '--F, A GW A COIIBINA77OV FIELDa BASED p` m o - I I - - Q 7 ca 1 TI BIaRET13V ON T 3 I URVEY DF OBSERVABLE EVIDENCE AN LiF AILS s S 08SE f N D W x / I I I ' a _ _ .•..°•• ii 02 OQV PLANING U77U1YCCMPANY LOCATION MAPS AND o rc I LL - .•S1O91 L/IE O o_ - E•� ?--._'» - PANT,AND ARE SAR.£CT IT1 FlQD z l - - _ FOUND 5 8" REBAR WITH IX/1YPLAN VFR/Fl ARON.C O YMARKED- 0 AP E 0 -:� YELLOWZ 2.3 --. I 0 CK z "T.SwIFT 38489" z o a -v -- 306.42 i ;`~:.+:'' '•.:.' :-� I I DATUM: d v1 SIB --�--�"�--' ^_,�__ ZLN�NAD 8J/2011 BASED AV Op5]TES TO I ai.__ o ��! 12 I I HORIZONTAL-WASHINGTOV STATE PLANE COOIR MTES SOUTH V- W E FENCE LIES NORTHERLY n N:711575.80 ,�'�I-x 11 - _ _ MONUMEN75 POST PROCESSM 1TIRIXK,YI OPUS SOU/T112%INTERNATNYVAL FEET. '`t6' TALL ALONG PROPERTY LINE o :980943.58 - _ FENCE FOUND 5/8" REBAR WITH WITHOUT AS DIMENSIONED. MN05.2t o I ® I - - ----- (n lfRnCA1-NAl9 88 BASED ON GR'S Rf5 TO MQN/MENIS POST TNROIK,7I Da/S SIXUIKW. d ; CAP, PROTRUDING 0.4' ABOVE FOUND 5/8" i I o GRADE, S60'58.48-W, 0.4' FROM SCREENING TO BE ADDED TO DISRNG 6'CHAIN LINK FENCE BENT REBAR WITH I. I I I ALL CPS TIES AND CONTROLS WERE CONVERTED 70 GROUND SCALE,SCALED ABOUT PT 14 W7H A CO{IBME v CALCULATED POSITION. 0.7' DAMAGED CAP l I I SCALE FACTOR:0.99997172 SOUTHERLY OF FENCE LINE. 9111124 o THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCA BOW CALL N 80VRN SHALL VERIFY ALL UnUTY LOCA 77ONS PRIOR TO COVSIRUC7ION BY AS SHOWN N a AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR N/ HHPOR9 YOU DIG CALLING 1H£UNDERGROUND LOCA7E UNf AT 1-800-424-5555 OR — cl.O 911 811(CEL.L)A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. v:a 9 MASON COUNTY 44 ICES COMMUNITY SERVICES �Cb Z 024- 00 I D M S Bwldmq.Plannino 6ivu onmrntal H,-al[h Community Health Geological Assessment Instructions: This checklist must be submitted with a Geological Assessment and completed, signed, and stamped by the licensed professional(s)who prepared the Geological Assessment for review by Mason County pursuant to the Mason County Resource Ordinance. If an item is found not applicable, the report should explain the basis for the conclusion. Note:Unless specifically documented, this report does not provide compliance to the International Residential Code Sections R403.1.7 for foundations on or adjacent to slopes, Section R403.1.8 for expansive soils or section 1808.7.1 of the International Building Code Section for Foundations on or adjacent to slopes. Applicant/Owner HUX4 . PQ ' Parcel# 420022490030 Site Address 141 W. W tfield Ct., Shelton, WA (1) A discussion of geologic conditions in the general vicinity of the proposed development, with geologic unit designation based on referenced maps. Located on page(s) 5 (2) (a)A discussion of the ground water conditions at the site, Located on page(s) 6 (b) A discussion of the estimated depth to water, Located on page(s) 6 (c) A discussion of the quantity of surface seepage, Located on page(s) N/A (d) A discussion of the upslope geomorphology, Located on page(s) N/A (e) A discussion of location of upland waterbodies and wetlands. Located on page(s) 6 (3) The approximate depth to hard or dense competent soil, e.g. glacial till or outwash sand. Located on page(s) 5, 25 (4) A discussion of any geomorphic expression of past slope instability (presence of hummocky ground or ground cracks, terraced topography indicative of landslide block movement, bowed or arched trees indicating downslope movement, etc.). Located on page(s) N/A (5) A discussion of the history of landslide activity in the vicinity, as available in the referenced maps and records. Located on page(s) N/A (6) An opinion on whether the proposed development is within the landslide hazard area or its associated buffer or setback and the potential for landslide activity at the site in light of the proposed development. Located on page(s) N/A (7) A recommendation by the preparer whether a Geotechnical Report should be required to further evaluate site conditions and the proposed development of the subject property. Rev. February 2018 Located on page(s) N/A (8) If the presence of a hazard is determined within 300 feet of the proposed development, then the following are delineated on a geologic map/site map: (a) the area of the proposed development, Located on Map(s) N/A (b) the boundaries of the landslide hazard area (top, both sides, and toe), Located on Map(s) N/A (c) the associated buffers (top, both sides, and toe), Located on Map(s) N/A (d) building or other setbacks (top, both sides, and toe). Located on Map(s) N/A (9) A site map drawn to scale showing the property boundaries, scale, north arrow, and the location and nature of existing and proposed development on the site. Located on Map(s) 21 Luke Preston McCann, L.E.G. hereby certify under penalty of perjury that I am a civil engineer licensed in the State of Washington with specialized knowledge of geotechnical/geological engineering or a geologist or engineering geologist licensed in the State of Washington with special knowledge of the local conditions. I also certify that the Geological Assessment, dated 6/21/2024 and entitled Westfield Geotechnical Consultation (QG24-068) meets all the requirements of the Mason County Resource Ordinance, Geologically Hazardous Areas Section, is complete and true, that the assessment demonstrates conclusively that the risks posed by the landslide hazard can be mitigated through the included geotechnical design recommendations, and that all hazards are mitigated in such a manner as to prevent harm to property and public health and safety. e o ash rin a 5t 23 sed Ged LUKE PRESTON MCCANN Page 2 of 2 Disclaimer. Mason County does not certify the quality of the work done in this Geological Assessment.