HomeMy WebLinkAboutBLD2025-00297 - BLD CD Environmental Health Review - 1/20/2026 .3g,t3a - -Di3- a.oc.i...1
SW 1/4, SECTION 32,TOWNSHIP 21 N., RANGE 3 E.,W.M.
WALTERICK AGRICULTURE BUILDING \ N\
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650 E JENSEN ROAD, SHELTON, WA 98584 REVISION for BLD2025-00297 :1'=30 0
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IOUTBUILDING ' \ I / m O W p 1-IPROPOSED \AGRICULTURE \ / PROJECT �Q0 mI BUILDING I �.��..��,.RR\\" \"'"‘'"'''',
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/ Proposed shop/ o�° ` .' ��°8 W
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/ garage/office with - /5, TANKS I
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/ revision to add s _- -;. s°m''�W 1 1 \
I / plumbing,will tie - - �' EXISTING EXISTNG
RESIDENCE I 1 \
into this OSS \ GARAGE 225'STD
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/ / ----(11,‘ WBUFFER \ \ \ I \
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W V / r i I\ I I LEGEND PROJECT INFO w
', (,� I I/I / � � / \ 1 EXISTING PROPOSED OWNER. ¢0I
C.4 V ) • I I I �� ' BUFFER J �1 1 SUBJECT PROPERTY LINE WALTJENSERICK, ROAD
OID&MARY J
EXISTING 650 E JENSEN
GRAVELCI ADJACENT LOT LINE SHELTON,WA 98548
'- I - I EXISTING ' I W 1 HABITAT BUFFER LINE ------- ---- - ..
DRIVEWAY I � I _ _ . LEGAL DESCRIPTION ii
EXISTING I I ' AOU I WETLAND BUFFER LINE
/I OUT BLDG ' 'APROX WET• EOGE EASEMENT LINE -- -- -- -- ————
I L--
I / RIGHT-OF-WAY LINE LOT:4 OF SP#2977 PTN SW NW
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\ EXISTING WALKWAY T� ' ICENTERLINE
EH APPROVED \ • CONTOUR.MAJOR —160 160
Rhonda Thompson 01(20(2026 I I CONTOUR,MINOR • - 158 - - 158 BASIS OF BEARING
/ •
• / \ ' ) I I CONIFEROUS TREE =
/ l \\\ / I / I DECIDUOUS TREE O MASON COUNTY ASSESSOR MAP Q
J STREET SIGN W
1 I POWER LINE -n VERTICAL DATUM
EH Setbacks ' 224 I I / OVERHEAD POWER LINE MASON COUNTY AERIAL V
® / The destruction or alteration of Fish and/Wildlife Habitat I I POWER POLE o
/( A.) Drainfield/Reserve requires 10'setback from footing/foundations / = Conservation Ar a's or their buffers th ugh removal,excavation, GUY WIRE e
/ I B.)Septic tank(s)requires 5'setback from all footing/foundations \ I:1 I PARCEL NUMBER
I grading,dumping,discharging or flli of any material;clearing; \ POWER VAULT OP
C.)No foundation/Perimeter Drains within 30ft,downgradient of shading;intentional burning;vegetati n removal(terrestrial, STREET LIGHT i/—'- ))('—'F' 32132-23-90034
j ....._(::::1
/ I freshwater,or rrthrine);planting of non-native vegetation that NATURAL GAS LINE V
Drainfield/Reserve area I would alter the character of the FWHCA or buffer;or the \ TELEPHONE LINE EXISTING BUILDING AREA Q
D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within I TELEPHONE MANHOLE 0, OT
construction or tllacement of structu es or increasing the I
50ft,down gradient of Drainfield/Reserve area i l / TELEPHONE PEDESTAL GT oT LOT SIZE: 212,5735E (r�
)
structural footpnnt shall undergo miyga110n sequencing and shall I EX RESIDENCE FOOT PRIM: 2,6385F v
E.)Use approved mitigation from section C1-9 of the department of / CABLEUNE CTV
require a habit management pia EX OUT BUILDINGS: 2,409 SF Q
ecology's"Criteria For Sewage Works Design,"when sewer CABLE PEDESTAL PTV oN
EX GRAVEL DRIVEWAY/PARKING: 1,500 SF
gy' 9 9 / I / / STORM MAIN LINE EX GRAVEL WALKWAY: 3,000 SF
I transport lines are within 1 Oft of water supply lines. / ( FOOTING DRAIN LINE EXADU FOOTPRINT: 2,058SF V 1.�'
I / J I I / ROOF DRAIN LINE TOTAL COVERAGE: 11,805 SF ray •
/ II CATCH BASIN rL° CI OR.05%
- __ __ _- / I / TYPEICATCHBASIN O° PROPOSED BUILDING O
\-- -- -- --�_-- --I- -- --- ( -- -- -- YARD DRAIN 0" DYD J U
\\ 630.33' iY I I DOWNSPOUT •°°S .55 AGRICULTURE BUILDING 884SF Q
IWATER MAIN LINE CONNECTOR BUILDING 3205F
I Disclaime Mdson County does not require id WATER METER 9/M
BLOWOFF VALVE FIRE HYDRANT Bu BO
survey to btdin a building permit. As a result, site GATE VALVE ,-,,.
SEWER MANHOLE 0' CI
I I I plans may not reflect accurate data. It is the CLEANOUT 0.1'�'1 I I I I I 05/29/2025 applicant's'responsibility to comply with setback SEWER MAIN LINE
CONCRETE
ROOF j I I. I APPROVED requirements. P ROUSPHAL ASPHALT �.,.... I I
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DOWNSPOUT I I I LANDSCAPING I--- --I I---•-•-•---'1
I I I I MASON tC�,OU7NpTY DCD PLANNING GRAVEL L _� I . l
I HOUSE I SCOTT RU�y,AICP z
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G I I I scot,11Ru 1_/,Scott CONTRACTOR AS-BUILT: TOPOGRAPHIC NOTE: 4 p L, ¢m 100'MIN.VEGETATED FLOWPATH I I I I
UNDER FULL DISPERSION,SEE I I I I..I Rued f THE CONTRACTOR SHALL MAINTAIN ONE SET OF THE CONTRACT THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS F.2 Q�w
SECTION 0.2.1.3 I I I I II y DRAWINGS THAT SHALL INCLUDE,CLEARLY AND LEGIBLY MARKED, BEEN PREPARED,IN PART,BASED UPON INFORMATION FURNISHED BY Q Z Q 0 z
_ I I I ANY ALTERATIONS OR LOCATIONS OF UNDERGROUND UTILITIES OTHERS.WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE,THE Yr03 S
SPLASH BLOCK ENCOUNTERED DURING PROGRESS OF THIS PROJECT,AND ANY LAND DEVELOPER'S,INC.CANNOT ENSURE ITS ACCURACY AND THUS IS 8" 2z
ALTERATIONS MADE TO THE FACILITIES BEING INSTALLED.SAID NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR W IX W O 1-0=W O
DRAWINGS SHALL BE MARKED"AS-BUILT"AND SHALL BE SUBMITTED ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED (O RI Dj E1 W W
_ TO THE PROJECT ENGINEER UPON COMPLETION OF THE PROJECT. INTO THESE DRAWINGS ASA RESULT. N Q 5_ a 5=
DOWNSPOUT a 3,ow v co co
m"I"'� 1i EXTENSION RR5 Zoning
CONSTRUCTION STAKING: NOTE: DRAWN BY: SaG
�..„,.---SPLASH Front Yard Setback. 25'. THIS PROJECT MUST BE STAKED PRIOR TO CONSTRUCTION BY THE THE CONTRACTOR SHALL BE FULLY
BLOCK DESIGN ENGINEER OR BYALICENSED LAND SURVEYOR. RESPONSIBLE FOR THE LOCATION 811 DATE: 3/10/2025
Side & Rear Yard Setbacks. Residential dwelling AND PROTECTION OF ALL EXISTING
UTILITIES.THE CONTRACTOR SHALL I r� AGENCY NO:
and accessory structures is 20'. THIS DRAWING DOES NOT REPRESENTA RECORD DOCUMENT VERIFY ALL UTILITY LOCATIONS PRIOR �`�
f
UNLESS CERTIFIED BY THE LAND DEVELOPER'S INC. TO CONSTRUCTION BY CALLING THE \ 1 2
OR 10°/ width of lot if not more than 100' wide UNDERGROUND LOCATE LINE AT SHEET: OF
0 ANY ALTERATIONS TO THE DESIGN SHOWN HERON MUST BE 800-824-5555A MINIMUM OF 48 HOURS F.ncw s beIII.
O SPLASHBLOCK TYPICAL DETAIL OR approved ADV REVIEWED AND APPROVED BY THE LAND DEVELOPER'S,INC PRIOR TO ANY EXCAVATION �f..II�1�you dig.
JOB NO: 22-126
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SW 1/4, SECTION 32,TOWNSHIP 21 N., RANGE 3 E.,W.M.
WALTERICK AGRICULTURE BUILDING
650 E JENSEN ROAD, SHELTON, WA 98584 CO5.
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LIMITS I OUT�UILDING I \ I /
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' $55 SILT FENCE \ ` 1 /
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EXISTING OUT BLDG
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I I I I i I FIGURE D.2.1.3.A SILT FENCE
JOINTS IN FILTER FABRIC SHALL BE SPLICED Z
AT POSTS.USE STAPLES,WIRE RINGS OR
El
EQUIVALENT TO ATTACH FABRIC TO POSTS.
2"x2"x14 Ga.WIRE OR
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EQUIVALENT, STANDARD U, K
STRENGTH FABRIC USED m
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FILTER FABRIC 6! K Q
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' POST SPACING MAYMAY BE MINIMUM 4'X4"TRENCH 3 I W W W j W W
INCREASED TO 8'IF BACKFILL TRENCH WITH ¢ _ ¢u�i I
WIRE BACKING IS USED NATIVE SOIL OR 3/4"TO 0- m ST U m m
1-1/2"WASHED GRAVEL
2"x4"WOOD POSTS,STEEL DRAWN BY: sac
NOTE: FENCE POSTS,REBAR,OR
FILTER FABRIC FENCES SHALL BE EQUIVALENT DATE: 3/10/2025
INSTALLED ALONG CONTOURS
WHENEVER POSSIBLE AGENCY NO:
SHEET:2 OF 2
JOB NO: 22-126