Loading...
HomeMy WebLinkAboutBLD2026-00067 - BLD CD Environmental Health Review - 6/8/2026 BLD2026-00067 EH Setbacks A.) Drainfield/Reserve requires 10'setback from footing/foundations B.)Septic tank(s)requires 5'setback from all footing/foundations C.)No foundation/Perimeter Drains within 30ft,downgradient of Drainfield/Reserve area D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within 50ft,down gradient of Drainfield/Reserve area 92• 4W.o,, E.)Use approved mitigation from section C1-9 of the department of ecology's"Criteria For Sewage Works Design,"when sewer ILLS RD EH APPROVED transport lines are within 1 Oft of water supply lines. NE pElygno H Ale rJ Rhonda Thompson 06108/2026 134' Z �(0 16.33 SCALE:1°=200' 7 P N 8T 131' 67, 4' to w,us Removal of native vegetation, installation of impervious surfaces, or grading/fill in the buffer is PROHIBITED. _n �AINFIEL �, PLANNING SETBACKS 264.89' Setbacks measured from �,,,IPPLIOAIIT INFO: farthest projection of structure ANDALL&SUSANZENONIA Front: 25' 01 NE DEWATTO HILLS RDTAHUVA,WA 98588 26.14' 2317-22-90020 Rear: As marked ITE PLAN DESIGN CONTACT: OUTH SHORECONSTRUCTION I Side: 20 (west) PO BOX 963 0)27508 1 IR,WA 9852888528 360)A Side: As marked (east) 3 OUTHSHOREBELFAIR@GMAIL.COM *Subject to EH Setbacks 36' too Structure may not shift east or south of depicted location >;� APPROVED MASON COUNTY DCD PLANNING SITE PLAN REQUIRED TO BE ON SITE CHANGES SUBJECT TO APPROVAL By: Date: 03/25/2026 BLD2026-00067 / / SCALE: 1 " = 60' 7 N877 131' EH APPROVED Rhonda Thompson 06/08/2026 EXISTING DRIVEWAY APPROVED MASON COUNTY DCD PLANNING SI E P At REIQUIRED TO BE ON SITE HAN E SUBJECT TO APPROVAL By: Date: 03/25/2026 H S tkacks S A.) Drainfield/Resery requi es 0's$tback from footing/foundations B.)Septic tank(s)requires 5'set ack from all footing/foundations C.)No foundation/Per i eter Irai s within 30ft,downgradient of Drainfield/Reserve ar a D.)No Cut Bank(s)(g ater t an 5ft and over 45 degrees)within 50ft,down gradient of rainfi Id/ eserve area E.)Use approved miti ation ror section C1-9 of the departme of ecology's"Criteria For Sewa e ork Design,"when sewe transport lines are wit in 10ft of atersupply lines. 674:2 PROPOSED WELL 10 RADIUS OS - CANNING ETBACKS Setbacks measured from farthest projection of structure Front: 25' Rear: As marke Side: 20' (west) z a Side: As marked (east) N w ' R S R' E *Subject to EH Setbacks NR A, Removal of native vc getation, installation of impery ous surfaces, or O r grading/fill in the buf er is PROHIBITED. PROPOSED ,, DRAINFIELD S ° PROPOSED 38'X 27'M.H. - _ - _ _ - S I 4'X6' j, LANDINGS c$4 264.89' 00 O PROPERTY LINE 263.14'TO PROPERTY LINE Structure may not shift east of depicted location