HomeMy WebLinkAboutBLD2025-00909 - BLD CD Environmental Health Review - 8/21/2025 as a - 14- GGvoo
EH Setbacks �LrpaO�cj , OC
A.) Septic tank(s)
ery requires 5'setback from all footing/foundations
C.)No foundation/Perimeter Drains within 30ft,downgradient of Must use SWG 2025-00039 for septic installation
Drainfield/Reserve area
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
ecology's*Criteria For Sewage Works Design,when sewer 20, -
transport lines are within 10ft of water supply lines.
/' ' '
EH APPROVED /\ / / •
' I DECOMMISSIONED WELL
Rhonda Thompson 08/21/2025 '(
�/�<P,...P .(t /„ / :10 SQ.FT SEPTIC RESERVE
V %0 , Z^^ i ON` • �' s a 1. z '�' EXISTING ROAD \B-6"I �APPROACH k\ XISTING CABIN
is
O. �0 ' INSTORAGE)
. /' 1r--EX.GATE / I O
X \ i
� I \ ,
� w I A' 1 ,' �� PROPOSED AREA OF MITIGATION:
�Q /��� _--r 1`--A$�JMED POWER LINE I DER REMOVA OF 270 SO.,--T.OF GRA55lLAWV ff 270 SQ.FT O=
Z
PROPOSED ADDITION m NON-NATNE SHRUBS WE PROPOSE THE FOLLOWNG:
TO EXISTING 055. \` '�1 J '•.•' . p - _
• C 1 VON-t AT1VE HRUBS(1:1) 270 SQ"r.=270 SQ.FT.O.MrrGAT10N AR=A
0 I' ABANDONED O55
, '"� ' I, I TOTA-AREA o=MmGATION=405 SOFT
15' ..J r,
EXISTING 3 BEDROOM - 00 !''ORE I i O (2)S=JE ELDERBERRY 0 8'SPACING
2 S
GLENDON SYSTEM 1 \LINE JU
(PRIMARY E RESERVE) �I- 0 L. _ R1 C•Ti0/�r
5-O \
� l--J ; �� (3)5!WwBE2RY�5'SRAGiNG
I , o �! ( \ I o
/ \.-— * - \ N \ e (2)EVERGREEN HUGKLE('_RZY @ 5'SPACING
/ r 1-` I ® (2)BALmONBERRY®5 SPAC NO
/ I
1 \I- EXISTING SEPTIC
/ \ AND PUMP TANK
/I-- R=100' ii, : . \ \'s .
\-- — _
/ / _ -n • \ `f rd� 1 \ FLOOD PLANE
/ / 0 EXISTING. • �R •—•—. ' I''0-10- OUNBOUNDARY PER \
1
P VEL • /. \ I2=100' --."
/ DRV i /
,F2S�GARAGE
/ EX.WELL
N
/ EAV CORNER , -� ELEV=13S3: 1
lik
_ 5'RADu�S
.......-- Ill:
I / --_C .
j 1 _
www-Ec.� - -_�. _: 13
� �� E(COVERED W2:-
hlal\�' �'NEWEL.3EDR00 I -��- 71:-.16. \- ---' N's.C.-— \
1 /N�---- a ADOITON/ \_ \
)11 \ ELEv 15.24' / `� I.
EX.-HEAT PUMP
� 4U — . EX. 3 BEDROOM 1
/ 1 m �III�i -� � •— � \
/ \ 6�3' •�I I ELEV 15.24' I 9_5 SIDE YARD SETBACK IS 10%
OF LOfi WIDTH AT BUILDING \
\ SILT FENCING TO BE PLACED : 'N 1��'O� (9b'-2'X 10%=9'-57 1
/ \ ON WEST AND SOUTH all - -0 `' / EAVE GORNE I
PERIMETER OFADDRION� I1- I i I
SIDE YARD SETBACK IS 10% I EAVEL E•"P•
- -- —
\ OF LOT WIDTH AT BUILDING IX,A� ? I -
\ (94'-7 X 10%=g-5) I I s 1 -EX.WELL
i
I 2 - Q 4
\ 1. 1
ki
I EX.WELL-�1 \ i I WIDTH AT BUILDING o a I
IEXISTNG LAWN / /
N.,..„.. ...........-\- - I 405 SO.FT.OF MrfIGATION AT /
SITE PLAN NOTES: \ SHORELINE,LAYOUT,APPROX. op 1.SURVEY PROVIDED BY HOLMAN i£ - _ _ `=�_, %i -
ASSOCIATES LAND SURVEYORS. APp \_ ^`•�•'441� 1
1 \I VEGROXIM'A ET—%.e,r r• •9 //
2.TOPOGRAPHY PROVIDED BY ETATION 1,OF1 " O �/- -
MASON COUNTY GIS LIDAR. 10..----I /
/
/
3.SEPTIC INFORMATION PROVIDED .. --------- /
----------
BY PIONEER DIGGING,INC. \ - 1 /
\\ \ \ / I --10'-- /
N \
HOOD CANAL -
� , -
S 8'2.=.E 99.92(R)
GRAPHIC SCALE
0 0 0
J ICI { SITE PLAN
1
I.„tT, �� Scale: 1"-30'-0"
t ,th.30 ft.