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HomeMy WebLinkAboutBLD2025-00676 - BLD CD Environmental Health Review - 12/30/2025 3astiaq 1,E3 - oqo ?o---) ga5 . c3(s-1C.c SE ARCADIA RD ',If w s pi. (E) DRIVEWAY/PRIMARY Cr---) `7 ' '. , 1. 5"Ci--) CONSTRUCTION ACCESS 180 rl ,.� �r a 6i ,. � FOUNDATION REPAIR ONLY � 5MMFAfie5lgn firoup,LLC �% � �'' W vac¢ncn�ua�c�iroia VI O 4,b10 7 4 0w A,w,..,,,�o.a,.,, 20'-113/4" 77'-10 ' S,4'GISTEg��1 SIGNAL E� AREA EXPIRES: 12/24/26 OF Q� WORK PROJECT DATA . - 1 J •PROJECT DESCRIPTION: Underpinning of existing residence EH APPROVED for foundation stabilization Rhonda Thompson 12/30/2025 W •PROJECT ADDRESS: 470 SE Arcadia Rd, Shelton, WA 98584 0 •COUNTY: Mason County Z .4- •PARCEL NO: 32029-13-00340 0 z EH Setbacks cc co •BUILDING CODE: 2021 IBC & 2021 IRC C/) z < /\A.)Drainfield/Reserve requires 10' setback from footing/foundations -ZONING CODE: 2021 Shelton Municipal Code B.)Septic tank(s) requires 5'setback from all footing/foundations W Z Q C.) No foundation/Perimeter Drains within 30ft, downgradient of CC - U •SITE AREA: 4.9 Acres Drainfield/Reserve area 0 CC Q Z D.) No Cut Bank(s)(greater than 5ft and over 45 degrees)within CC W W O i- •LOT DIMENSIONS: As Shown 50ft, down gradient of Drainfield/Reserve area J •EXISTING BUILDING: 1,736 sf ((1) story) E.) Use approved mitigation from section C1-9 of the department of 0 0 w ecology's"Criteria For Sewage Works Design,"when sewer J Z ( i •LEGAL DESCRIPTION: TR 34 OF W1/2 NE transport lines are within 10ft of water supply lines. — 0 06/24/2025 4 w CNi •OWNER INFORMATION: NAME: Jon Remillard W EMAIL: jonremi45@©gmail.com CC APPROVED PHONE: (206) 735-1796 MASON COUNTY DCD PLANNING SITE PLAN NOTES NOT within the City of Shelton SCOTT RUEDY,AfCP 1. ALL work and material shall conform to the requirements of the City of Shelton Design Standards. 2. The contractor shall obtain all required permits and licenses before starting construction. SITE MAP 3. The contractor shall notify the Engineer, City of Shelton 24 hours before starting construction or resuming work after shutdowns, except for normal resumption of work following Sundays or holidays. 'REVISIONs 4. The contractor shall assist the engineer in preparing as—constructed drawings. 5. Contractor to specify exact locations of utility stubs. The contractor assumes all 0 Y 0 liability and responsibility for all utility pipes, conduits or structures shown and not 166.42' shown on these drawings and is required to take due precautionary measures to - , protect the utility lines on site PROJECT NO: 6. All excavation required for pier installation shall be completed by hand MFR24-297 DESIGNED BY: 7. All construction vehicles shall remain on the paved street, driveway, or authorized SF SITE PLAN travel path. DRAWN BY: SF HE0' 200' 400' 600' 8. No proposed horizontal or vertical expansion cJJLD BY: _MEM DATE: - ` 05.14.2025 SCALE: 1"=200'-0" SHEET NO: 51 .0 • �R EXISTING 3 BDRM-ES Water 1)14 STUBOUT/CLEANOUT ISTIN 3 BDRM RES PRESSURE TEST N/A-GRAVITY SYSTEM WELL / 100' BARN �1 SHOP W/CONVENIENCE RESTROOM SEE DETAIL EH APPROVED 1000GAL.SEPTIC TANK DRIVE Rhonda Thompson 12/30/2025 +, fN is m R 4"TRANSPORT LINE EH Setbacks 2"PVC TRANSPORT LINE SCALE-1"=200'-0" A.) Drainfield/Reserve requires 10' setback from footing/foundations BARN B.) Septic tank(s) requires 5' setback from all footing/foundations SHOP W/CONVE IENC RESTROOM C.) No foundation/Perimeter Drains within 30ft, downgradient of Drainfield/Reserve area STUBOUT/CLEANOUT D.) No Cut Bank(s) (greater than 5ft and over 45 degrees)within 50ft, down gradient of Drainfield/Reserve area 40' E.) Use approved mitigation from section C1-9 of the department of ecology's "Criteria For Sewage Works Design,"when sewer — _ 45'_ J I I "D"BOX transport lines are within 10ft of water supply lines. -J 1 50GAL.DUMP BASIN 48' J C I 34' OSCAR II R/A 18' SCALE- 1"=30'-0" JIM HUNTER & ASSOC. CONTRACTOR P.O. BOX 162, OLY, WA 98507 12/.29/25 753-1226 LOCAL mss,• JHANDASSOCIATES@HOTMAIL.COM INSTALL DATE- UNKNOWN 4^=•`• ^ SITE ADDRESS/LEGAL RECORD DRAWING e ry;$ :,'J 470 SE ARCADIA RD ti` 1 3, OWNER- CAMBRIA REMILLARD FINAL DATE- 12/29/25 �.' ADAGI J.HUNTER TP# 32029-13-00340 SITE# N/A