HomeMy WebLinkAboutBLD2026-00547 - BLD CD Environmental Health Review - 7/10/2026 ', + \. . THIS /S /VDT A SURVEY ALL PROPERTY L/NES/B0UNOAR/E'S HA VE
• ;�"• y BEEN DEMONSTRATED BY THE OWNERS) AND/OR THEIR AGENY(S)_
•,',+��•' �.. ,p' ALLER MUST VERIFY THAT WATER LINE LOCATION AT TIME OF INSTALL MEETS ALL COO ES/S El'BACFGS
y IY,f ' •� '• "II IS THE RESPONSIBILITY OF OWNT;R/REPRESENTN NT T V MIN W N IG AGEO PROVIDE TO ACE RITIG
/}#• •.�••- Ar` AND ALL INFORMATION PERTINENT TO THE DEVELOPMENT OF SEPTIC FEASIBIL Y AN ITD/OR
. :•'I,• •o- :t.: DIES IGN INC LUDINO ALL CBRAY A/BL CK W U O ATER ST U U TS, TILITY LOCATION O S• PRPE M N N CE
DI
... ,'`, • . piMt_NSIONS. EAS EMVM ENTS, BUFFERS AND SETBACKS FLEQUIRBD BY GOVERNING OR REGULATING ENTITIES
• 1 ,'.. �' DRY ATH WEER INSTALL N AND
SITE PREP REQUIRED:
• •' /�v •+ PROTECT PRIMARY AND RESERVE DI�AINFIELD AREAS FROM ANY VEHICLE TAFFIC.
(p�yy •••�, �'• ''• NC FOUNDATION SPOILS OR BURNING ON GRAINFIELD AREAS_
'••dJ•i • . ••DUE TO UNFORESEEN WATER TABLES, A CURTAIN GRAIN MAY BE REQUIRED_
Y•
'/•.. .. . - •• DEPENDI NO UPON FINAL ELEVATIONS,A PUMP MAY BE REQUIRED.
• R+• pIECT ALL DOWN U U SPOT/SRFACE WAT M ER AWAY FRO GRAINFIELD
� •/-;:
• AREAS_
'' 'J �1 4. • • R M IF DF LATEALS OR ODULES ARE DEPICTED HY M N M
, TE ARE APPROXIATE AD MAY VR AY•
�' I~• � ! 1'• D H M N N H N P PC).VI OE THEY REAI I TE DELIEATED OF AREA.
. /.'• 1,
� j= ,.'•�••'•'•' ALL WELLS WITFIIN 1OO FEET OF PROP- BOUNDARIES HAVE= BEEN SHOWN (200' FOR CLASS-B WAIVER)_
e�i/,•• \ /Q -L9 / I r: . "'E?COEPT FOR THE DISPERSAL COMPONENT,ALL SEPTIC COMPONENTS MUST BE WATERTIGHT TO SURFACE_
,•�•• .1,',. •`WATER LINE MUST BE A MINIMUM OF 10' FROM ANY SEPTIC COMPONENT_
Y•, r• ♦� - •• MAINTAIN A MINIMUM 6O' SETBACK DOWNSLOPE OF I-PITS_ MINIMUM OF 1O' SETBACK UPSLOPE OF I-PITS.
/_' '* SC-:ED AND MULCH FINAL DRAIN V MM FIELD COVER IMMEDIATELY U N M PO COPLETION.
• O � '^'DEP EN DI NO ON THE TYPE CF ATU USED•A TRAS I-1 TRAP MAY BE F2EQUI RED_
.. • . Lbj ; •rl ^' LATERALS MAY BE NO CLOSER THAN B'ON CENTER (MAY DIFFER WITH BEDS).
n 1 ( P• •` 1 WATER AND SEWER LINES CROSS, Ti-IEY MUST BE CONSTRUCTED IAW STATE 8. COUNTY CODE_
PR l?OEb . - USE NUWATER PANEL MODEL EASeS i-PT ETM CT LAA *SOIL LOGS ALREADY VERIFIED BY RHONDA @MCHD ON 3/19/2026
•,-, :. ' AND FLOATS. SOIL LOG#1
S2 ' t:I ► t'
EH Setbacks SOIL TYPE: 4
OPOSED �'' ' 0"-4211: REDDISH BROWN SANDY LOAM
13R HOUSE A.) Drainfield/Reserve requires 10'setback from footing/foundations WITH MEDIUM SAND & LOTS OF PEBBLES
': ry B.)Septic tank(s)requires 5'setback from all footing/foundations
415' / 100% t' :. C.)No foundation/Perimeter Drains within 30ft,downgradient of
ESERVE o : Drainfield/Reserve area
p° ". i: D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within SOIL LOG#2
SL3 • ''' 50ft,down gradient of Drainfield/Reserve area
E.)Use approved mitigation from section C1-9 of the department of SOIL TYPE: 4
410' s ,,. ;: ; '� ecology's"Criteria For Sewage Works Design,"when sewer 0"-42": REDDISH BROWN SANDY LOAM
�wARK
transport lines are within 1 Oft of water supply lines. WITH MEDIUM SAND & LOTS OF PEBBLES
-0' ELBE I 3
EH APPROVED
SOIL LOG#3
405' ,. Rhonda Thompson 07/10/2026
- ' ' SOIL TYPE: 4
:' " 0"-33": REDDISH BROWN SANDY LOAM
-' -75'T STREAM ,� WITH MEDIUM SAND & LOTS OF PEBBLES
400' t d -
N
y
0 17 `'
�,'/ ��. • Dr A LEFT
, o
(JO 1 0 SIGNER
395' EXPIRE 12/151 TRENCH CONSTRUCTION PROFILE
/ / PERCENT SLOPE IN PRIMARY: 30-35
MAXIMUM TRENCH DEPTH: 24 Inches
390' S (D0WNSLOPE SIDE MEASUREMENTS)
NOTE: PROPERTY OWNER NOTE: VERTICAL SEPARATION: 12+ Inches//' / ' _ /_ _-_______ —p�� PRESCRIPIIVEFLOWCONTROL MEASURES Carefully review ALL aspects of this septic
ARE TO BE DESIGNED BY LICENSED INDIVIDUALS design,ANY costs Incurred due to changes to TRENCH WIDTH: 1 Inches
IAW WITH APPLICABLE 5TATEAND COUNTY CODES. this design after submission to the County Healthy Department
are the sole responsibility of the property owner.
380' ADDITIONAL COVER REQUIRED: 0 Inches
-_ _ LEGEND
•�.4 n =SOIL LOO ACME
/ --• NO BUILD ZONE
' �� '• =CLEARING OMITS
"";' =LOWAREAS DATE- 14 APRIL 2026 P.O. BOX 2954
TREES 12"DIA
NAME- FULLER SILVERDALE, WA.
I J - 0' 5'10' 20' 30' 50' 75' 100'
p = CLEAN OUT TAX I D- 22320-50-00057 98383
=NUWATER/BNR-5OO
= 12OO-GAL PUMP TANK STREET- -NE RHODY LN
SCALE (FEET) ® = HEADVVORI(s TEL. 360-698-8488
SCALE: 1"-30' SITE PLAN INFO a(�ACMESEPTIC•C0M