HomeMy WebLinkAboutSEP1989-00447 1. . , 1 MA HER i le:HA/ .,_ 61)39-co *-(9
BERNT ERICSEN EXCAVATING ''`" rE I V E d
2281 Hastings W.
Port Townsend, WA 98368 JEFfER50NCOUNTY HEALTH OEPAR '89
385-3602
INSTALLER 802 SHERIDAN AVENUE
• ER -. PORT TOWNSEND,WASHINGTON 9, wiy$ CEI
BUILDER (206)385-0722 HEALTH DEPT PT NO. m .
SEWAGE DISPOSAL PER MIT A
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Address
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Directions for locating site - v M .. � < 4
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INSTALL NEW SYSTEM Ea REPLACE SYSTEM❑ PARTIAL REPAIR❑ TANK/DRAINFIELD 0. o cn
TYPE OF NO.OF SITE i 1
BUILDING S.F,--p BEDROOMS 3 BASEMENT
Previous site evaluation by SOIL TYPE SI7� oak) ' k C)
DESCRIPTION
Health Department -
t1
Yes No )( 1) (3
k_
Depth to maximum seasonal Z
water table 3'- 7
Source of potable water supply 2) y,
Public_ Private
110- Source type: Drilled well
Dug well Ny 9
Other 3) t7 /
u.
EVERY APPLICANT HAS THE RIGHT OF k- x
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APPEAL AS PER JEFFERSON COUNTY O
ORDINANCE 2-77. 4) Z
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SIGNATURE OF APPLICANT
ANY REMOVAL OF OR tVUOR DISTURBANCE OF SOIL IN THE PROPOSED OR APPROVED D;AINFI ELD a 0
AP..FA MAY CREATE SITE CONDITIONS THAT ARE WACCEPTABLE FOR THE INSTALIATI0j OF A
§ 1
SEWAGE DISPOSAL SYSTEM. ANY CHANGE IN BUILDING OR SEWAGE DISPOSAL PLANS (INal ING
PLU1B I NG STUBOUT LOCATION) AND/OR LOCATION OF HOUSE OR DRA I NFI ELD INVALIDATES THIS
PERMIT 1NLESS PRIOR APPROVAL IS OBTAINED FROM THE HEALTH DEPARTMENT. (Call Realth Dept. •
for final inspection). STUB OUT PLUtiB I NG ABOVE FOUNDATION FOOTING.
Drainfield Length 2t Trench width
3 Trench depth iCZ' No.lines_f_Tank size /per c
Soil type and application rate used for design 3 GPD ft2- — a
COMMENTS: /
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APPROVED DATE INSPECTED PARTIApfI A DATE
I certify that this system was installed in a manner approved by the Health De rtment m
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NAME �aL-e�c /�2a ¢✓
LEGAL DESCRIPTION 'j/. .z9 Lot/_0
• S?t7i, T31/ E)c.J
COMMENTS:
1. Performance monitoring contract required with PUD #1. Contract required for
approval of sewage disposal final
permit. Contact PUD #1 at 385-5800 for information.
n.
}Q 2. Recommend installation of low water use fixtures.
3. Divert all sources of surface runoff from drainfield (foundation drains,
downspouts, etc. ) .
4 4. Install drainfield in exact area of soil logs.
XI 5. Remain 100 feet from all wells and all surface
drainages) . water's (including seasonal
, 6. Do not disturb reserve drainfield area; do not build on, drive on , or pave.
7. Drainlines should be installed along natural contours.
K 8. Drainlines should be installed cross slope.
% 9. Bottans of trenches/bed must be level.
1 10. Drainlines must be level.
)c, 11. Distribution boxes must be set on concrete
Pads and water leveled.
_IL_ 12. End caps required on distribution lines.
13. Curtain drain required per instructions.
14. Inspection ports required in absorption bed/downslope portion of fill.
• 15. Dry season installation required (summer/fall) .
16. The septic tank/pump chambt.r/closing siphon shall be watertight to prevent
groundwater intrusion.
17. Minimum pump chamber size
. gallons.
18. Maximum flow per cycle gallons.
19. Owner to provide adequate size pump with audiovisual alarm.
20. Pump to be set on foundation a minimum of 6" above chamber floor.
21. Risers to grade required for septic tank/pump tank.
22. Trenches to be installed no deeper than 12" into native soil; 18" of partial fill
(sandy loam) required for cover.
23. Alternating drainfields required.
24. Sand lined trench required. -
- -- 25. Recommend against the use of garbage disposal units (will severely shorten
drainfield life) .
1 _ 26. Drainfield should be seeded soon after installation to aid in evapotranspiration
of effluent.
27. Certified "as-built" drawing required by installer/designer.
_ 28. Final inspection required bylth Department r,
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JEFFERSON COUNTY HEALTH DEPARTMNET
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
•
410 Date : l - /z../ _ 90 Designer: ,;.-yd EnLger7
Legal Description: Section Township Range
Subdivision Division
Block Lot
Owner : John 111a ir.
Address :
I . CALCULATIONS
If for residential use:
Number of bedrooms: A x 120 G.P.D. _ 36O Total G.F.D.
If for non-residential use, attach calculations used to determine G.P.
Soil texture waste water application rate
o G.F.D./ft. squared
(see page 214 of the EPA Design Manual)
DRAINFIELD SIZING:
• Absorption area: /ec1 square feet (Total GPD ; GPD/ft squared)
Trench or bed width 3 feet
Trench or bed length a/(f lineal feet (sq. ft. trench or bed wi d
II . APPURTENANCES
Septic Tank Size 06,019 gallons
Pump Requirements (If Necessary)
Eleva-;on difference in feet
Friction lose
Pump capacity should he gpm at DE
Number of doses per day
Dosing volume gallons
Pump chamber size gallons
•
•
III • GRAINFIELD CROSS SE[`TTn�.-, •
D ArrAr
•
2~ORAL. acs
Native
soil
B
•
C
Impermeable to
Seasonal s a •
A. Trench Depth
B. inches
Inches of drainrock below pipe
C. 161' inches of vertical separation from trench bott
impermeable material/seasonal saturation om to
D. inches of fill (if needed)
E. Trench width ,36
inches
Notes : ham. rcde��' .� afooliLa-ition roc betake, tomcat/e Scz
irk. SL7
Attach detailed design •
gn of system
SOIL INFORMATION
Owner: JOh n MaJlr
Legal Description: Section Township Range
Subdivision
Division Block ,/-'3 Lot
Date Logged: J — 14 - 4e)
Include soil textural characteristics and the depths at which significant
changes occur . Be sure to include depth where mottling or impermeable
layers occur.
Soil Log # ( 9 -T; .L Soil Log # 1 9 'j 3a.
0 to 5 in. s, L to 2 in. 0:L
_. to O in. racathiaziel.r, SJ' to .24 in. LS qr.
t o in.
.247 (,��,
to to Li q in. S1/-F-kZe
in. y-y to 70 in. ra.n -Pi chi qr,
Anticipated water table > 70 in. Anticipated water table TD in.
Roots to GU inches Roots to
• 66, inches
Soil Log #3 Soil Log #4
to in.
to in.
to in.
to in.
to in.
to in.
to in
to in.
Anticipated water table in. Anticipated water table
in.
Roots to inches Roots to
inches
Soil Log #5 Soil Log #6
to in. to
in.
to in.
to in.
to in.
to in.
to in.
to in.
Anticipated water table in. Anticipated water table
in .
Roots to inches
Roots to inches
•
USEFUL ABBREVIATIONS FOR SOIL CLASSIFICATION
•
DK. - DARK SND. - SAND FN. - FINE
BR. - BROWN LS. - LOAMY SAND MED. - MEDIUM
TN. - TAN SL. - SANDY LOAM CRS. - COARSE
OR. - ORANGE SIL. - SILT LOAM GRV. - GRAVELLY
GRY. - GRAY SCL. - SANDY CLAY LOAM COB. - COBBLY
YL. - YELLOW SICL. - SILTY CLAY LOAM RK. - ROCKY
BL. - BLUE CL. - CLAY LOAM CPT'D. - COMPACTED
C. - CLAY CMT'D. - CEMENTED
V. - VERY
X. - EXTREMELY
MOT. - MOTTLES RT. - ROOT DEPTH
FNT. - FAINTLY
DIST. - DISTINCTLY
PROM. - PROMINATELY
•
•
•
SOIL INFORMATION
• Owner:
Legal Description: Section Township Range
Subdivision
Division Blocky Lot
Date Logged: La .-2 / - f/
Include soil textural characteristics and the depths at which significant
changes occur . Be sure to include depth where mottling or impermeable
layers occur.
Soil Log #1 %. 3 Soil Log #2 7" ?
_ to lL in. f. S• c1 -
/�. to to /.L �n. 1. S
7 in. (--d.[:Sr. s i /z. to 54,1 in. U
Li ? to in. - _ ( �
�{ to in.
to in.
to in.
Anticipated water table 0-7 in. Anticipated water table ?
in.
• Roots to y7 inches Roots to
`k Z- inches
Soil Log #3 r Soil Log #4 "T 5
0 to as in. /la/ 164,1-, ra to 30 in. •4- v,c sP Slat r.
to V-.� in. C.mrvv. .�S c I l- )O& - Jo to 5�, in. an
7 in. (10 . sngtir. to
in.
to in.
to in.
Anticipated water table in. Anticipated water table
p .31!) in.
Roots to .S7 inches Roots to
inches
Soil Log #5 r + Soil Log #6 7 :-
to .24, in. LS .
�f� to in. - � to 1e in. L.s. 1 tr,
__i_ S_.f _e. .— 1f to ,39 in.
to Clad, l Ives.
to in. 9 to 7 in.
in. to
in.
Anticipated water table .2.6, in. Anticipated water table
� 1Z, in .
Roots to
� - inches Roots to
inches
• 60, I t oa *� 7. �' .2. R =a
U - r� /Oa, OEC28'8('
y- 70 F - V.cse_ .t ti gr. JEFF •
r- U®
USEFUL ABBREVIATIONS FOR SOIL CLASSIFICATION
•
DK. - DARK SND. - SAND FN. - FINE
BR. - BROWN LS. - LOAMY SAND MED. - MEDIUM
TN. - TAN SL. - SANDY LOAM CRS. - COARSE
OR. - ORANGE SIL. - SILT LOAM GRV. - GRAVELLY
GRY. - GRAY SCL. - SANDY CLAY LOAM COB. - COBBLY
YL. - YELLOW SICL. - SILTY CLAY LOAM RK. - ROCKY
BL. - BLUE CL. - CLAY LOAM CPT'D. - COMPACTED
C. - CLAY CMT'D. - CEMENTED
V. - VERY
X. - EXTREMELY
MOT. - MOTTLES RT. - ROOT DEPTH
FNT. - FAINTLY
DIST. - DISTINCTLY
PROM. - PROMINATELY
•
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JEFFERSON COUNTY HEALTH DEPARTMENT Permit !1 44 0 T)&
INDIVIDUAL SEWAGE DISPOSAL INSPECTION FORM Date q--/-1-50
• APPROVED YES X NO ENVIRONMENTALIST L'n , -kk--'--
Address 34 -'C t 1. Owner C r
Legal Des c ript ion - J J \- �-co�r, ".m.---- w-c�c}"`-oti
Residence )( Commercial It of Bedrooms 3 System Installer . 4C., ,g.n
System Designer Q -,Lse.,.-)
SEPTIC TANK
Commercial X Non commercial Measurements: L W WD
Construction Material ca eThCr201kCL. Lig. Cap. 10( C.) ,
DISPOSAL FIELD
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Exc. Depth `^I Width J Total Length Q00 Sq. Ft. 6 C
Rock Type Depth Under Over
Engineer Design Yes Type Engineer Aoproval Letter Yes
Well 50 feet from tank 100 feet from leach field
Well installed at time of septic system inspection Yes No Public Water X
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