HomeMy WebLinkAboutBLD2026-00358 - BLD CD Environmental Health Review - 5/28/2026 ups - 0D35�s
SEC 4 T2ØN S WIWM
� KO LOO ESENCE 2 _ M SEFThC SYSTEM
APPROVED PLANNING SETBACKS
MASON COUNTY DCD PLANNING Setbacks measured from farthest projection of
SITE PLAN REQUIRED TO BE ON SITE E H Setbacks
CHANGES SUBJECT TO APPROVAL structure
Front: 25' A.) Drainfield/Reserve requires 10'setback from footing/foundations
By: f(a4ftwhb oat.:05/22/2026> 20 Rear
fS &A} B.)Septic tank(s)requires 5'setback from all footing/foundations
\ : '
Disclaimer: Side: 6 Needs separate BLD C.)No foundation/Perimeter Drains within 30ft,downgradient pf'
Mason County does not require a survey to obtain a Drainfield/Reserve area
c building permit.As a result,site plans may not reflect permit, not a part of
D.) No Cut Bank(s)(greater than 5ft and over 45 degrees)withi
VICINITY M/A accurate data.It is the applicant's gradient responsibility to BLD2026-00358 -50ft,;down radient of Drainfield/Reserve area s
comply with setback requirements. a
E.) Use-approved mitigation from section C1-9 of the departure t of
MUST COMPLY WITH CLMP IM-1530 Gallon IM-1060 Gallon ecology's"Criteria For Sewage Works Design,"when sewer
\ 2—00MPT. Septic Tank Single—Compt. P mp Chamber transport lines are within 10ft of water supply lines.
Plastic. 14'-6" Long x 5' Wide x 10'-6" Long.
5' Wide. I Prooerty Line
Well R=50'
10.5
F� Transp rt Pip 2" Dia. IPTH7'#2
32' ❑Post g,�waterine L-� L 14 0.5 FutureStrueture if—13.1
18 L-L-L-L- Post I_IL—.IL—.I�.I�I�IL_ rL_L-L_L_ X10 / 10.6-
L_L-L-L-L-L_ TH f/3
PLAN vEW :HHHHHHH : 26.2'
ii III L_L- 2-BDRM -L_ i ������� Primary
x L_L_ HOME _L_ 3 , So' Drainfield20 0 20 22 L_L_ 1 ,184 ft2_LLLLTOLIDAddcleanout LLLLLL9,SCALE IN FEET 1:20 II �L Reserve .3
and maintain / Drainfiel �� '
II
50ft from well We" R='°°'ii
40' 42'
70 / Existing DRWY
i / POWER
POLE
Property Line .- -
Z
224 ±
LEGENDPOWER �R
V
POLE RISER
(� 411 Dia. Tiehtlins CE> Baii Valve ManiFolol Dist. Enelosurs EH APPROVED 21 W. Nahwatzel Beach Dr. T i
Parcel#520045000028 3
Rhonda Thompson 05/28/2026 0
anout 211 Dia. Sch. 40 Transport to D.F. p pP existing
Approx.
drainfield c'
I,�SO Gallon S� Tank n Fume Contr®IS and Alarm (tsmlo®rar� location) ��S T.
tic A
p ,F of WAskt Fs
Dbl. Compt. Plastic Infiltrator Tank Qt`s -
W I I Soil Survey Mason County (WA�o45) per r7
( 1,0 0 I Ion Pump Tank USDA, NRCS Map Unit Symbol: Sr.
Single Compt. Plastic Inriltrator Tank Map Unit Name: Shelton gravelly sandy
loam.
Parcel Number: 520045000029 Op �E 37273 �� ��
Legal Description:
NAHWATZEL BEACH TR 29 SS/CNAL E'
Size in Acres: 0.30
REMARKS DATE INT. ,BYRES 4 ASSOCIATES
Revised location of home 2/14/2l JTA SEPTIC ,45-5UILT FOLLOW DIMENSIONS. DO NOT SCALE THE
Revised Drw with New Cara e 2/14/21 JTA Donald R&Kathryn Skolrood DRAWINGS. THE OWNER 4 BUILDER SHALL 5/21/26
AS-BUILT DIMENSIONS ADD D 1/19/22 JTA County Approved Install. 331 W. Nahwatzel Beach DR. COMPLY WITH ALL RULES 4 REGULATIONS
House Dimensions Added 5/21/2& JTA Shelton, WA 98584
Parcel #52OO45OOOO2 OF THE MASON COUNTY NEALTN DEPT. AB1
CONSULTING ENGINEERS OF
134W EAST BAY DR NE Te1e: 360.643.5455 AB1
OLYMPIA,WA 38506 Fax: 350.105.5213