HomeMy WebLinkAboutBLD2026-00126 - BLD CD Environmental Health Review - 4/8/2026 3 a,aa'4 - -1 5 - o o LCbo '� P - £G «.C-e
v
/ ` PROPERTY ADDRESS: 480 NE HURD ROAD •*
EH APPROVE® -_ SldeStreet- NEHURDRD. -- -_ _ —
\ BELFAIR WA 98258
1 _ �zF_
- I \ JURISDICTION: MASON COUNTY
Rhonda Thompson 04/8/2026 I ; 13•-7• ` 15'EASEMENT LINE PARCEL#: 32224-75-00100 �0
_...Ra ------------------ L m
/ _— — -"`•:.::�u� ---- ----- ------ I _—_ E%ISTING GATE— \ ----------------� w
( --- —1 / I I ----- -- --------- I---------1 DESCRIPTION: In 100FSURVEY4/136
I
/ I I' II I I II OWNER: MARK BUNTINS gw
, / I I I I I I II mbunlons@gmail.com - ---
\
J yv .' __ I I I I I I I I EXISTING, I W
y l 4 I I ' ; WELL ZONE: RRS
r�i w
Y; ""'°"'�"• � - I I I i EXISTING ] HOUSE BUILDING FOOTPRINT: 476850 FT
�" ! P,nwa .w., I I I WELL r r
I I ( I lr C I PROPOSED DRIVEWAY: 758 SO FT ,,II
\ I / I ¢w
I _ -- \ I LOT SIZE: 217,800 SO FT/5 AC F ti
/ MIN FRONT: 25' T o
' / I MIN RIEAR: 20' --
I� _ ` I I / MAX HEIGHT 35' wsnr senw
- I N
4/7
//' WATER: PRIVATE WELL.,� I - I I I I / SEWER/SEPTIC: SEPTIC I I ,,/
I ROADACCESS: PRIVATE
1 ice/
EXISTING qe°1NALr
o?iz32D26
I II I I I I I BARN I
I _ I ❑ --- ---
I D
,gd. DESIGN CRITERIA
ql 2
I II - .I I I I I I LOT COVERAGE CALCULATIONS
I II I I I I I Z
II I I I SEPTIC L
LOTSIZE: 217,800 SF
II PROPOSED SFR(ROOF): 6262 62622 SF
III EXISnNG SYSTEM
II ( ENTRY GATE
II I I I I
I p I I %LOT COVERED BY BUILDING=2.9%
I I I EXISTING DRIVEWAY Z
o-m' g
ii c RESERVE W
�i AREA I �,
PROPOSED I LEGEND
WATER PROPERTY LINE
o i METER
«I I« ® PROPERTY CORNER
EH Setbacks
I ; ;
GRAVEL DRIVEWAY
A.) Drainfield/Reserve requires 10'setback from footing/foundations
B.) Septic tank(s)requires 5'setback from all footing/foundations
PROPOSED SFR
C.) No foundation/Perimeter Drains within 30ft, downgradient of I I
Drainfield/Reserve area I 123-" I
D.) No Cut Bank(s) (greater than 5ft and over 45 degrees)within
50ft, down gradient of Drainfield/Reserve area
E.) Use approved mitigation from section C1-9 of the department of I I m 3 x
ecology's"Criteria For Sewage Works Design,"when sewer i i ¢z Z LL
SQUARE FOOTAGE ¢ m
transport lines are within 1 Oft of water supply lines. EXISTING MAIN FLOOR 3685 SF m
DRIVEWAY I UPPER FLOOR 361 SF
W-� TOTAL 4046 SF
':.I.'. CONCRETE GARAGE 895 SF
ENTRY
APPROVED _ b°.
.'.'.'I.'.(.".'.'. _ '
I (........ PLANNING SETBACKS wo. 2062
m_. MASON COUNTY DCD PLANNING
...I_I....... AMG
Setbacks measured from
.I..I...'....'. PROPOSED SFR I i Y ovlazozs VERSION 1
SITE PLAN REQUIRED TO BE ON SITE I ; U I farthest projection of structure 03232026 CORR1
�' I I 10-7. E PATIO ,/ M I Front: 10' ADV2026-00030
CHANGES SUBJECT TO APPROVAL �,_� � � COVRED� ___� I I�
W Rear: 20'
By: Date:
03/24/2026
Approximate end of Y �_ *Subject to EH Setbacks
road easement per l�- I **Must meet 25' slope setback
Disclaimer: I - "
survey. AFN 356847 I
Mason County does not require a survey to obtain a I "-"col ,. I N
building permit. As a result, site plans may not reflect Isidel SITE PLAN
accurate data. It is the applicant's responsibility to I ; I 1" — 20' SP
comply with setback requirements. ; ; ;Z