HomeMy WebLinkAboutBLD2025-00993 - BLD CD Environmental Health Review - 9/22/2025 as 309_ -1 • OC3 km. ac & . (S ccc,,3
REVISION HISTORY
REV DESCRIPTION DATE APPROVED
NOTES
EH Setbacks
1. SEPTIC AND PUMP TANK INCLUDING DRAINFIELD HAVE BEEN INSTALLED. A.) Drainfield/Reserve requires 10'setback from footing/foundations
2. WELL HAS BEEN INSTALLED. B.)Septic tank(s)requires 5'setback from all footing/foundations
C.3. THE PROPOSED FOUNDATION IS TO BE A SOLID SLAB WITH OPTION FOR RUNNERS INSTEAD Dr No foundation/Perimeter
Drains within 30ft,downgradient of
ainfield/Reserve area
ACCORDING TO THE MODEL 2812 PLAN PER VALLEY QUALITY HOMES. D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within
4. REFERENCES: 50ft,down gradient of Drainfield/Reserve area
E.)Use approved mitigation from section C1-9 of the department of
WETLAND INFORMATION TAKEN FROM MASON COUNTY DOCUMENT SP12024-00115. ecology's"Criteria For Sewage Works Design,"when sewer
transport lines are within 10ft of water supply lines.
NOT AN APPROVED SEPTIC DESIGN EH APPROVED
SEASONAL STREAM— Must use SWG 2024-00477 for septic installation Rhonda Thompson 09/22/2025
WETLAND ZONE
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STREAM SETBACK
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6 240
100' WELL RADIUS4 1
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/
\ WETLAND SETBACK
24' X 60' GRAVEL PARKING
(PROPOSED)
IiirWELL
% t 0978001 400-.. (EXISTING)
lilo
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24
t . Op
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/I r 3- BEDROOM 16,000 FT"2
�� MANUFACTURED HOME
�� 60' X 28.5' PAD 220
ALLOWABLE BUILDING AREA IP' 11k ,,,Ali (PROPOSED)
"1:
5' mlf
\ / .s\,1 I .
II: l4
9T
) 4 , , 4 SEPTIC AND PUMP TANK
0) „„,, (EXISTING)
0
250' X 12' �� it.
GRAVEL DRIVEWAY DRAIN FIELD
(PROPOSED) (EXISTING)
4
50' ATTENUATION ZONE
(EXISTING)
NORTH
NAME DATE
At
DRAWN WeishaarCJ 07/24(25 Solid Edge
CHECKED
ENG APPR TITLE
20 NE MUNSON COURT SITE PLAN
MGR APPR
UNLESS OTHERWISE SPECIFIED SIZE DWG NO REV
DIMENSIONS ARE IN FEET B
ANGLES ±X.X° FILE NAME: Building Plan Drawing.dft
2 PL ±X.XX 3 PL ±X.XXX SCA_E I"= 60' SHEET I OF I