HomeMy WebLinkAboutBLD2026-00286 - BLD CD Environmental Health Review - 4/17/2026 a5 -
EXISTING WELL ON ADJACENT LOT LEGEND
BLD2026-00286 AT WEST 50 SADLER HILL ROAD EL+3C2.00'
., *NOT AN APPROVED SEPTIC DESIGN* —— -- PROPERTY LINE CA I IBER
Use approved septic design for septic system installation SEPTIC DESIGN
10'NO-BUILDZONE Feasibility-New Construction-Repair
— 30'STORMWATER ZONE 165 Tupleo Way
Poulsbo,WA 98370
L360.509.7900
AT TIME OF INSTALLATION.THE
INSTALLER SHALL VERIFY THE s
WELL SETBACK TO GUEST HOUSE
SEWAGE TANKS
•EL*289.00'
. _. / c... -
4 M
d-]
�� ��� A / PLAN NOTES
/ / 1.THIS IS NOT A SURVEY. SITE FEATURES. PROFESSIONAL STAMP
3� 3e°po TOPOGRAPHY ELEVATIONS.AND BENCHMARKS
ARE BASED ON DATA PROVIDED BY THE
/ ��� �� � ) S� OWNER.STATE AND LOCAL GIS DATA.AND ARE
/
INTENDED ONLY FOR THE REVIEW AND -
/ CONSTRUCTION OF THE PROPOSED ONSITE
/ _ \ . > APPROVED WASTEWATER TREATMENT SYSTEM DESIGN.CALI
'` (,_ N I / j - I / MASON COUNTY DCD PLANNING THATBERCENSEDPROFESSIONALLAN SEPTIC DESIGN LLC IDNDS
OC, e SITE PLAN REQUIRED TO BE ON SITE SURVEYOR ALWAYS BE USED TO SET t
@y J-1 CHANGES SUBJECT TO APPROVAL CORNERS.ESTABLISH LOT LINES AND- /< rr 4' 5
/ ryc,� \'�j VALIDATE ELEVATIONS. y 21097126 q
By: ff 41� Date:03/31/2026 CSRICHARD L BAZZEi,
/ / 2.PRESCRIPTPIE FLOW CONTROL MEASURES '!CENSED RESIGNER
/ ^ / PRESCRIPTIVE FLOW CONTROL MEASURES ARE 1CSZSSSX ttti cSiiXC
Disclaimer: TO BE DESIGNED BY LICENSED INDIVIDUALS IN
/ / Mason County does not require a survey to obtain a ACCORDANCE WITH APPLICABLE STATE AND
/O building permit.AS a result,site plans may not reflect LOCAL REGULATIONS THE DEPICTION OF THE RE`/IE'NSTAh1P
-PITC� � / accurate data. It is the applicant's responsibility to ILLUSTRATIVE
ATV THIS AND DIP PLANNING
DESIGN IS FRR
. +328.00'( ILLUSTRATIVE PLANNING PURPOSES ONLY
�q�,,// /^ comply with setback requirements. AND SHALL NOT BE CONSTRUED AS A FINAL
\ \V/ ?Pj^ \> / I RR5 Zoning
SOLUTION TO STORMWATER MANAGEMENT
t I PA < ��� t' / ;NSET SD J Front Yard Setback. 25'.
\,�� '�� . ;:332 �/ Side& Rear Yard Setbacks. Residential dwelling
\ ! and accessory structures is 20'.
I� �/ OR 10% width of lot if not more than 100' wide
®-- OR approved ADV
\\ \\ XS- Project: -
\ / EH SETBACKS Seth Homan
/ A)Drainfield/Reserve requires 10'setback from footing/foundations
B)Septic tank(s)requires 5'setback from all footing/foundations
C)No foundation/perimeter/curtain drains within 30'down-gradient or 10'up-gradient
;.., of drainfield or designated reserve drainfield area
\ D)No cut(s),bank(s)(greater than 5'&over 45 degrees)within 50'down-gradient of
/ drainfield/designated reserve drainfield area
/ ti1, E)No septic components within 10'of pressurized water line(s).Sewer transport line Date: April 26,2024-_
may only be within 10'of a pressurized water supply line if approved by the local Sheet Name
health officer and the line is constructed JAW section C1-9 of the DoE"Criteria For
Sewage Works Design". - Overall Site Plan
/ IEHPROVED
3-bedroom SFR
\ /
\ �.Anderson 04/17/2026 Sheet Number
SITE PLAN ®-2
•328.00' =90'-0 0 5' 10' 20'
PAGE 2 OF 5
LEGEND
PROPERTY LINE SEPTIC CALIBER
DESIGN
— — 10'NO-BUILD ZONE Feasibility-New Construction-Repair
PROPERTY LINE 15-0 X 30'-0"RECREATIONAL -- - - --- 30 STORMWATER ZONE 165 Tupleo Way
VEHICLE Poulsbo,WA 98370
TN 1�TFST CL=_vc t.360.509,7900
SEPTIC TANQ z TEST HOLE
/ SC-4 :SEE SCIL E/AW AT'CN PROF LES
TRANSPORT LINE TO BE SLEEVED PROPERTY CORNER
Co,� BELOW DRIVEWAY
V;L EAC
---. WATER SUPPLY WELL
�RCTECT�VE
BARRIER
/ - . - .- -a
��� WATER LINE cO-
q POWER LINE-
_ o CLEANOUT
Frygr
\, NCO
PLAN NOTES
WELL PROPOSED THREE 1.THIS IS NOT A SURVEY SITE FEATURES, PROFESSIONAL STAMP
BEDROOM PRIMARY CO TOPOGRAPHY.ELEVATIONS.AND BENCHMARKS
R 100-0" DWELLING SEPTIC 1 ARE BASED ON DATA PROVIDED BY THE
TANK SD-3 OWNER,STATE AND LOCAL GIS DATA.AND ARE
INTENDED ONLY FOR THE REVIEW AND
CONSTRUCTION OF THE PROPOSED ONSITE
NASTEWATER TREATMENT SYSTEM DESIGN.
CALIBER SEPTIC DESIGN LLC RECOMMENDS
THATALICENSEDPROFESSIONALLAND ` I ti „'+�
SURVEYOR ALWAYS BE USED TO SET �
CORNERS.ESTABLISH LOT LINES,AND
VALIDATE ELEVATIONS. 8r' 21037126 1
RICHARD L BA22E,..
POWER LINE 2.PRESCRIPTIVE FLOW CONTROL MEASURES :ICEWSED t1FSIGt+ER
PRESCRIPTIVE FLOW CONTROL MEASURES ARE
TO BE DESIGNED BY LICENSED INDIVIDUALS IN
ACCORDANCE WITH APPLICABLE STATE AND
POWER METER 10'NO BUILD ZONE LOCAL REGULATIONS THE DEPICTION OF THE
[ I-PIT ON THIS SEPTIC DESIGN IS FOR RE'/IEN STAMP
EXISTING I ILLUSTRATIVE AND PLANNING PURPOSES ONLY
DECOMPOSED AND SHALL NOT BE CONSTRUED AS A FINAL
��Q STUMP SOLUTION TO STORMWATER MANAGEMENT
�Q� // PRIMARY DRAiNFIELD 2
f33-X 65' 2.145 SQ.FT 1 SD-4
THZ' RESERVEDRAINFIELD SOIL EVALUATION PROFILES
/ Y! \ 133 X 65 2.145 SQ.FT.
/ . SOIL EVALUATION DATE.MARCF'2022
PROPOSED DRIVEWAY REQUIRED TO MAINTAIN A 10'-0' / THE 1 0-5" organic overburden
SET BACK FROM ONSITE SEPTIC SYSTEM COMPONENTS / (PRIMARYI 5"-33" GFSL w%pockets of EG
/ Rest at 33" w/till
TH/1 z ,y / TN e2 0.5" organic overburden Project:
/ (PRIMARY) 5"-31" FSL
. // / \ Rest at 30" w/till Seth Homan
m \ / / TH3 THP3 0-6" organic overburden
{ \ / // \ (RESERVE) 6"-27" FSL
/ � Rest at 27" w/till
/ / 10 64 0-3" organic overburden
/ (RESERVE) 3"-27" FSL
Rest at 27" w/till Date: April 26,2024
rH4`
\ /� 10'NO BUILD ZONE Sheet Name
\ PROPERTY LINE Inset
Sheet Number
INSET PLAN S®�3
s' • zo' N
PAGE 3 OF 5