The URL can be used to link to this page

Home My WebLink AboutBLD2023-00100 Retaining Wall - BLD Application - 1/25/2023 r'-. ; Genie McFarland From: emily bachel <ebachel@hotmail.com> Sent: Thursday, March 16, 2023 7:45 AM To: Genie McFarland Cc: Stacy Souci; Kevin Bachel Subject: Building permit Attachments: Screens hot_20230316_072819_Word jpg Caution: External Email Warning!This email has originated from outside of the Mason County Network. Do not click links or open attachments unless you recognize the sender, are expecting the email, and know the content is safe. If a link sends you to a website where you are asked to validate using your Account and Password, DO NOT DO SO! Instead, report the incident. Good morning. I have sold the property at 18755 E SR 106. The building permit# BLD2023-00100 has not been issued yet, so when it is, it needs to be issued to the new owners. I have attached their names. I will also be making the final payment on the permit, so when it is ready, please notify me so I can come in to pay. Please send the permit to them directly. Thank you. Emily Bachel Sent from my Verizon, Samsung Galaxy smartphone Get Outlook for Android i Jing Liang and Yunhang Chen 16900 NE 23rd PI Bellevue . WA 98008 MASON COUNTY COMMUNITY SERVICES Permit No: 1- d�Z> -oO/V V PERMIT ASSISTANCE CENTER: ^ •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL RECEIVE 1 V 615 W.Alder Street,Shelton,WA 98584 L./ Phone Shelton:(360)427-9670 ext.352•Fax:(360)427-7798 Phone �� j Belfair.(360)2754467•Phone Elms:(360)482-5269 BUILDING PERMIT APPLICATION PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: 4 //L Y 481'q� L NAME:-eV 10 � le MAIL SG ADDRESS: MAILI A D SS: STATE I ZIP: CITY: L T'�yTE: ZIP: PHONE#I: � �3 PHONE 1dEELL: ONE#2: EMAIL: C ( n Mal L: hnd.[f.Cd in I L&I REG# 'W 41 EXP. / PRIMARYCONTACT: v OVER CONTRACTOR❑ OTH ❑ �m ! NAME EMAIL r MAILING ES � CITY TAT- ZIP 1 PHONE 3 CELL �( ARCEL INFORMATION: _ PARCEL NUMBER(12 Digit Number) rd a b 5U Dc�q c'd ZONING 1 LEGAL DESCRIPTION(Abbreviated) T L 2 FIRE DISTRICT V , SITE ADDRESS O�j)SS G CITY I C ONO SITE AD RES1 — v M S l 0 IS THE PROJECT'WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO J( SNOW LOAD:_psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Checkall that apply): SALTWATER LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDITION❑ ALTERATION`❑� T REPAIR❑ OTHER V A FTE2 T 6— " ` USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.) LhA 0Sc- fir/A) � �-T .?FF(TH� Or— IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS----4Jf} D C-10 HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Part/sjojBldg)❑ NO, ,, ''^^ V`+s DESCRIBE WORK ( -ff2. AG Jl/� SQUARE FOOTAGE:(proposed) Jul Pt 1 ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION:Ai A *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC❑ SEWER❑ / NEW❑ EXISTING❑ PLUMBING IN STRUCTURE? YES❑ NO-P< Ifyes,attach completed Water Adequacy Form PERIMETERNOUNDATION DRAINS PROPOSED? YES❑ N4 EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null 8 void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMI APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) X Signature of O ER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH MASON COUNTY COMMUNITY SERVICES Per �-—00/6o PERMIT ASSISTANCE CENTER: [ •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHA L } 615 W.Alder Street,Shelton,WA 98584 u J - Phone Shelton:(360)427-9670 ext 352-Fax:(360)427-7798 Phone J AN 2 5 20 BUILDING Beifair.(360)275-0467-Phone Elma:(360)482-5269 BUILDING PERMIT APPLI16NAIder Street PROPERTY OWNER INFORRM,ATION: CONTRACTOR INFORMATION: NAME: 45;q/L V, i5If L NAME: keV(N MAILING ADDRESS: MAILI ADD SS: CITY: Lam--FEz/- STATE ZIP: CITY: (_ T TE: ZIP: PHONE#1: , 7/i') ZZ ..3 PHONE: bO- 1/9EL PHONE#2: EMAIL : 513eareC e- t o ftVa t EMAIL: mdP t C L&I REG# W a D PRIMARY CONTACT: OW]VER CONTRACTOR❑ OTH• ❑ /_�� Q (F NAME EMAIL h l t�✓I MAILING A, RESS - S CITY C G& TATE ZIP PHONE r�cf1 3 CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) Id av 6 50 06)q 6)v ZONING LEGAL DESCRIPTION(Abbreviated) 8T � 1 A a 5 w LY V 2 FIRE DISTRICT SITE ADDRESS 7�S �� IDS CITYHit IR CTIONSO SITE ADDRESS _ S v /YM ank IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO K SNOW LOAD:_psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER�L LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDITION❑ ALTEERATION❑ REPAIR❑ OTHER V A FT'EP- TH t USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.) Lr1 AJ p6G&pf Pd-1 -?,Effl ( ol- IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS LP O SGPr'P 1 HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Pan[s)ofBldg)❑ NO�— DESCRIBE WORK_(At .5 13 u.(L F=p2 Te"Ax--W& u JO L&,.} SQUARE FOOTAGE:(proposed) /J A 1ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION:Y V,4 "4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC❑ SEWER❑ / NEW❑ EXISTING❑ PLUMBING IN STRUCTURE? YES❑ NO"g Ijyes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ Nd EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner and I further declare that 1 am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permittapplication becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERM!;;APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON & 4"-6 COUNTY CODE 14.08.42) X /ds�/ao�3 Signature of OWNER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED I DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH w Ow oo?3- oojz)D �3 u.LK �+EF-A- a RECEIVED #' JAN 2 5 2023 615 W. Alder Street t _ 0 o Fi �L� {� (A-) ( o (o (j t OYO2-3-DD/� R E � L SCALE, 1 INCH = 50 FEE JAN 2 5 2023 0 25 50 615 W. Alder Street HOOD CANAL �9 o�Tx 4' HIGH BLOCK RETAINING WALLS @ APPR 55' IN LENGTH, EXISTING SEE DETAILS, BULKHEAD EXISTING HOME 5,5' HIGH (APPRX 2� L❑CATI❑N) 3� DRAINFIELD AREA �O o`O OJ 4 P S� EXISTING DRIVEWAY PROJECT/ OWNER/ LOCATION, aE� CLYDF ST RETAINING WALL DESIGN BACHEL 18755 E STATE ROUTE 106 4 PARCEL 12206-50-00900 MASON COUNTY WASHINGTON ENGINEER- ENVIROTECH ENGINEERING 43045 PO BOX 984 BELFAIR, WASHINGTON 98528 U� 360-275-9374 sS�Q�AL Fh 7T/17122 SITE PLAN 2000 LB MIN 2ND TIER 4' CONCRETE BLOCK WALL MODULAR BLOCK 21' (TYP) 6' I _ _ —_ 0.0 o°000° _III—III—►' RECEIVIE JAN 2 5 2023 000�0�0�0�0 • 0°0 00 ° 000 ° 615 W. Alder Street .� °0°0 0°0°0 2' T❑ 4' 0000000000 CRUSHED ROCK a 00000 00000 0 0 0 0 0 d 0000000000 a • • 0000000000 0°O°O°O°O O O O 0 0°0°0°0°0 FILTER FABRIC BETWEEN jj 0000°0° DRAIN ROCK AND NATURAL BANK 6' DIA PERFORATED DRAIN PIPE 4 FT MODULAR BLOCK WALL NOT TO SCALE NOTES, 1. RETAINING WALL CALCULATED USING LOCALIZED RETAINING WALL PROJECT/ OWNER, STABILITY,SEE GEOTECHNICAL REPORT AND ADDENDUM FOR GLOBAL RETAINING WALL DESIGN 2, RETAINING WALLS PREVIOUSLY CONSTRUCTED PRIOR TO DESIGN WORK. THIS DESIGN INCLUDES REPORTED CONSTRUCTION ALONG WITH EMILY BACHEL SITE OBSERVATIONS BY ENVIROTECH. CLYDE• 18755 E STATE ROUTE 106 3. ALL WORK SHALL COMPLY WITH APPROPRIATE IBC, STATE AND A� ST BELFAIR, WASHINGTON LOCAL CODES, ? of\SAS/fit„t' 4. FILTER FABRIC IS MIRAFI 140D, SPECIFICALLY DESIGNED TO IMPEDE ^�� ." y ENGINEER THE MIGRATION OF FINE SOILS SHALL BE INSTALLED BETWEEN THE DRAINROCK AND NATIVE SOILS, ENVIROTECH ENGINEERING 5. FOOTING SUBGRADES SHALL BE ON DENSE, COMPETENT UNDISTURBED PO BOX 984 SOIL, OR RE-COMPACTED TO AT LEAST 95% OF MAXIMUM ENSITY PER BELFAIR, WASHINGTON 98528 ASTM D1557. ? 43045, PHONE, (360) 275-9374 6. BLOCKS ARE STAGGERED, AND HAVE A MINIMUM OF 4 INTERLOCKING A�GjSTFRY� � FAX, (360) 275-47B9 COMPONENTS. ASS/ONALF /z/z//zz DETAILS & NEITES Evwibrotec,k Evug ibweerbwe, PLLC ceotectivvLoaL C EM\/Lr0MK4ewtaL o Aratvuage°R.oadwa� December 21,2022 R BAN 2 5 t�Z"� 6l5 W Alder Street Emily Bachel 23730 NE State Route 3, Ste F,PMB 97 Belfair,Washington 98528 RE: Geotechnical Report Addendum#1 for Bachel Property 18755 E State Route 106(Parcel 12206-50-00900),Belfair,Washington To Whom It May Concern: Envirotech Engineering (Envirotech) has completed this geotechnical report addendum for the above referenced project. The original report, dated October 15, 2018, was prepared by Envirotech (Project #18178).This addendum was prepared in order to address retaining walls for the project. r Envirotech conducted a site visit in November of 2022 in order to observe and document the recently constructed block walls on the property located between the existing home and bulkhead. The block wall system consists of 2 tiers of modular concrete block walls of 4 feet in height. Envirotech has provided an engineered retaining wall design under a separate cover accounting for localized lateral earth pressures utilizing the results of our geotechnical investigation. Due to the sensitivity of the underlying subgrade soils, there is a possibility of some downhill creep. If this occurs, additional wall movement/ settlement could occur beyond standard expectations for a retaining wall. However, we certify that the retaining walls, as-built, do not pose a threat to life or nearby property considering that the home was constructed per our original geotechnical report. Please contact Michael Staten at 360-275-9374 if you have any questions, comments, or require additional information. Best Regards, Envirotech Engineering CLYOP ST 11'AS ? ,p 43045 Gp ECISTS �SS�ONAL 12/21/22 Michael Staten,P.E. Geotechnical Engineer PO goxys4 gelfalr, washiwgtovv9ss2s Off: 360-2�593�4 Cell.: 360-689-6045 ewv%rotech@geotechwicaliw fo.covu. �wv�rotecl� �wr��weeri,v�,r�, �LLC RECEt►'L_� c,eotechwUcaL G Ev%.V�rOvtvt&tv�t0L praiwage o Tzoadwa� JAN 2 5 2G23 615 W. Alder Street December 21,2022 Emily NE StBachelPLANNING 23730 NE State Route 3, Ste F,PMB 97 Belfair,Washington 98528 RE: Geotechnical Report Addendum#1 for Bachel Property 18755 E State Route 106(Parcel 12206-50-00900),Belfair,Washington To Whom It May Concern: Envirotech Engineering (Envirotech) has completed this geotechnical report addendum for the above referenced project. The original report, dated October 15, 2018, was prepared by Envirotech (Project #18178).This addendum was prepared in order to address retaining walls for the project. Envirotech conducted a site visit in November of 2022 in order to observe and document the recently constructed block walls on the property located between the existing home and bulkhead. The block wall system consists of 2 tiers of modular concrete block walls of 4 feet in height. Envirotech has provided an engineered retaining wall design under a separate cover accounting for localized lateral earth pressures utilizing the results of our geotechnical investigation. Due to the sensitivity of the underlying subgrade soils, there is a possibility of some downhill creep. If this occurs, additional wall movement/ settlement could occur beyond standard expectations for a retaining wall. However, we certify that the retaining walls, as-built, do not pose a threat to life or nearby property considering that the home was constructed per our original geotechnical report. Please contact Michael Staten at 360-275-9374 if you have any questions, comments, or require additional information. Best Regards, Envirotech En ineering C LY 0,e pT WAS VASJ 4' r � 43045 �<QSTftt��`�v CSS/U�ALA 12/21/22 Michael Staten,P.E. Geotechnical Engineer PO SoX984 getfai.Y, WASh%wgtow98528 Off: 3&D-27593j 4 ceU: 3rv0-689-6045 ewv%rotech@geotechwtca�Lw fo.cow�. PLANNING V11 2000 LB MIN 2ND TIER 4' CONCRETE BLOCK WALL MODULAR BLOCK 21� (TYP) 0000000000° _M r-�� tt lrL V �r1 ,.. 0 0 0 0 0 0 A 2 a. 00000000000 Jra�'� 2 5 L(t��ilL.1 •. 00000000000 °o°o°o o ° 0000000000 2' T❑ 4' 615 W. Alder Street ' • °0°0°0°0°o CRUSHED ROCK 0000000000 .a 0000000000 0000000000 000000000 °. o°0°0°0°0 FILTER FABRIC BETWEEN ' .. 0000000 DRAIN ROCK AND NATURAL BANK 6' DIA PERFORATED DRAIN PIPE 4 FT MODULAR BLOCK WALL NOT TO SCALE NOTES, 1, RETAINING WALL CALCULATED USING LOCALIZED RETAINING WALL PROJECT/ OWNER, BACKFILL. SEE GEOTECHNICAL REPORT AND ADDENDUM FOR GLOBAL STABILITY. RETAINING WALL DESIGN 2. RETAINING WALLS PREVIOUSLY CONSTRUCTED PRIOR TO DESIGN WORK. THIS DESIGN INCLUDES REPORTED CONSTRUCTION ALONG WITH EMILY BACHEL SITE OBSERVATIONS BY ENVIROTECH. CLYDp 18755 E STATE ROUTE 106 3. ALL WORK SHALL COMPLY WITH APPROPRIATE IBC, STATE AND A� ST BELFAIR, WASHINGTON LOCAL CODES, `L� of �o'asy't �� 4, FILTER FABRIC IS MIRAFI 140D, SPECIFICALLY DESIGNED TO IMPEDE ENGINEER THE MIGRATION OF FINE SOILS SHALL BE INSTALLED BETWEEN THE DRAINROCK AND NATIVE SOILS. ENVIROTECH ENGINEERING 5. FOOTING SUBGRADES SHALL BE ON DENSE, COMPETENT UNDISTURBED PO BOX 984 SOIL, OR RE-COMPACTED TO AT LEAST 95% OF MAXIMUM ENSITY PER BELFAIR, WASHINGTON 98528 'Y PHONE- (360) 275-9374 6. BLOCKS ASTM DI557. 2J 43045�� FAX, (360) 275-4789 COMPONENTS RE STAGGERED, AND HAVE A MINIMUM OF 4 INTERLOCKING ter,$ �r�STFR` a S,r ,ALF ,ziz�iz� DETAILS & NOTES