HomeMy WebLinkAboutSEP1989-00234 JEFFERSON COUNTY PERMIT CENTER e v k: F:";
621 SHERIDAN ST., PORT TOWNSEND, WA 98368
360-379-4450 ��,,,// -
(EES) EVALUATION OF EXISTING SYSTEM�?4' O
,'2e.-4 ' o
6 Evaluation Individual Sewage Disposal System laL 27 / I 4-U
❑ Evaluation Individual Sewage Disposal and Water Systems /I
❑ Evaluation Water System Only ❑ Public ❑ Private
Dale Barron for
Ruth Stewart & Roger C r o u aComAPPLICANT NAME pleted Report To:
Mailing Address 2219 W. Sims Way Port Townsend, Wa . 98368
Phone 379-4557 or 379 8170
OWNER Name Roger Crouch
Mailing Address 3220 Lands End Lane , Port Townsend , Wa .
Phone
379 5 6 3 8 Previous Owner Rickard
Occupied.e / No If Vacant, How long? Number of Bedrooms 2 Year Installed1991
Septic Permit Number
Site Address: 3220 Lands End Lane Port Townsend , Wa .
Legal Description: Parcel Number 95 190 9 0 0 1 g 33 T 31N N, R 1W
Plat Name: Division Block Lot(s) .
Directions to property Cook to Elmira , to end of Elmira , thru gate
Attach plot plan showing location of structures, drainfield & septic tank.
FOR HEALTH DEPARTMENT USE ONLY DO NOT WRITE BELOW THIS LINE
SEWAGE DISPOSAL SYSTEM*
Permitted system V yes no Installed prior to permit requirement? yes no
Sewage noted on ground 6.hime of inspection* yes JX.c. no
5e- House is unoccupied therefore an evaluation of drainfield performance is not possible at this time.
--1—N e.— Health Department records indicate that this system was designed to service a 3 bedroom residence.
1(u Septic tank should be pumped if not done within past 3 - 5 years.
(o ._r Septic tank: M volume _ 1 compartment ><.,2 compartment
Baffles: good condition inlet missing outlet missing
Repair area: adequate limited none available
WATER SUPPLY
Well casing 12" above ground yes no Well 100 ft from drainfield yes no
Sanitary seal in place yes no Water sample taken yes no
Sample results
Comments:
iantitcW\ AQt- 1CUAAA " S)-PTI-C: # ( 11)°LjitjCi. ' 6611
A7 - .
Date _� Time 5,�j Environmental Health Specialist
*This r-port does not constitute a guarantee, either written or implied, that the ystem will co tinue to function
properly. This report constitutes a summary of findings only.
Fee SAO. 70- Receipt # I/ 6e.'(j s Check# )q5-‘ DateXr7 SEP# cio-auxY
H:\home\pl cntr\inf hlth\ees.6/97
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• Jefferson County Health Human
Y Services
11 I >; , 4144CASTLE HILL CENTER • 615 SHERIDAN • PORT TOWNSEND,WA • 98368
Dale Barron October 16, 1997
2219 W. Sims Way
Port Townsend, WA. 98368
Re: Stewart& Crouch EES, 3220 Lands End Lane.
The evaluation of the above mentioned septic system was done on September 25, 1997.
At that time all tanks were to be uncovered for the inspection. The pump tank was not
uncovered nor was its location found. The system appeared to be functioning properly,
please see the evaluation for further details.
Ple call if you have any ques ions or concerns.
Randy Marx
Jefferson County Env ronmental Health Department
Cc: file
HEALTH ENVIRONMENTAL DEVELOPMENTAL ALCOHOL/DRUG
DEPARTMENT HEALTH DISABILITIES ABUSE CENTER FAX
360/385-9400 360/385-9444 360/385-9400 360/385-9435 360/385-9401
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" ` ;. V � '', . JErFERSONOUNTY HEALTH=DEP .• ,„<„,„.0,4,0,.. c , ,k,
it { 3 : 1 1 802 SHERIDAN AVENUE , '
. -, INSTALLER .. PORT
TOWNSEND,WASHINGTON 98368 -• RECEIPT NO, g"` -
(2O6)385-072Y
BUILDER DATE ` -'7L -Val
SEWAGE DISPOSAL PERMIT � ,�
�°�ca�` w � �� '�' N- I-- --1.4b
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Phone
Owner Address it�S" 3 E w T�'�. s T . ,� _�'
I)7-. 9a 8 . U
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Directions for locating site r,
2 ., A
rn <
INSTALL NEW SYSTEME r REPLACE SYSTEM PARTIAL REPAIR TANK/DRAINFIELD0- 0 0 .,
P NO. OF SITE z
BY E OF t-es BEDROOMS _3 BASEMENT SIZE = a
BUILDING
Previous site evaluation by SOIL TYPE DESCRIPTION _
Health Department p ,
Yes No 1) I
Z t'.
Depth to maximum seasonal 104
water table VI
Source of otable water supply 2)
Public Private -4
Source type: Drilled well
'Dug well
Other 3) < i
1 ar is
EVERY APPLICANT HAS THE RIGHT OF 0
APPEAL AS PER JEFFERSON COUNTY Z ‘).)
ORDINANCE 2-77. 4) Z
SIGNATURE OF APPLICANT Z
ANY REMOVAL OF OR MAJOR DISTURBANCE OF SOIL IN THE PROPOSED OR APPROVED DRAINFIEU) to a
AREA MAY CREATE SITE .CONDITIONS THAT ARE UNACCEPTABLE FOR THE INSTALLATIOy OF'A ' .
,, SEWAGE DISPOSAL`SYSTEMS ANY CHANGE IN BUILDING OR SEWAGE DISPOSAL PLANS (INCLUDING
P '
PLUMBING STUBOUT LOCATION) AND/OR LOCATION OF HOUSE OR DRAINFIELD INVALIDATES THIS
PERMIT UNLESS PRIOR APPROVAL IS OBTAINED FROM THE HEALTH DEPARTMENT. (Cali Health Dept. "�
for final inspection). '`STUB our PLUS ING ABOVE FOUNDATION FOOTING 0
Drainfield Length �v Trench width 3 Trench depth 12." No.lines 3 Tank size 1010-0 >
2.40
Soil type and application rate used for design" GPD/ft2 — o.s p 4
COMMENTS:
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Vea15ui I�;TI' r L s aztr-� I- 2l�--`7 Q — 1�'r''z�y s. -i 01 )- [.,
_ P ATIEJ■
^ APPROVED DATE 1NSPEC' DATE m,
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I certify that this system was installed in a manner approved by the He �m�hL
z
5
INSTALLER'S SIGNATURE DATE DATE INSTALLED m
JCH0g7484 Ce f 65 nr. .- 4 ru a „..a � _ c
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filt _____ • r, . .
� ,NORTHWESTERN TERRITORIES, INC.
,. Engineers • Land Surveyors • Planners
Construction Coordination • Materials Testing
NTI
Clark Associates
March 29, 1990
Ms. Celia Kadushin, R.S.
Jefferson County Health Department
802 Sheridan
Port Townsend, Washington 98368
Subject: Pressure Dosed Gravity Fed Drainfield System for Bob
Rickard, Lot 11 in Section 33, Township 31 North,
Range 1 West, W. M. , Jefferson County, Washington
Dear Celia:
This is to certify that the on-site sewage system permitted for
Bob Rickard was installed by Bernt Ericsen in accordance with the
approved design verified through periodic observations of criti-
cal stages of construction, such as site preparation, trench
inspection, and final inspection. To the extent revealed by
these periodic inspections, the system complies with all the
conditions noted in the permit and WAC 248-96.
Sincerely,
NORTHWESTERN TERRITORIES, INC.
777
R. Jeffry Tewlin, PE
Principal Engineer
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CLIENT: BOB RICKARD 404''-' NORTHWESTERN TERRITORIES, INC.
Lot 11
DESIGNER: PDR & J I D
141V2 Engineers•Lind Surveyors•Planners
DATE: 3-3-89 Construction Coordination•Materials Testing
SHEET 2 OF 9, 33(31-1W) NTI 717 SOUTH PEA80DY•PORT ANGELES.WASHINGTON 98362•(206)452-8491
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•
CALCULAT/ONS
3 BEOdPeo 4 $/NGL E FAA-1/L Y APES'/DENCE
a`o/G APPL/CAT/QN .PATE = 0.5 GPO /A-7- 2
FL opt/
(3 BD.PrM) (/20 G.°17/4647.P4-1) = 360 GP.o
ABSO,PPT/ON A.P6-34 'PEQU APEO =
J40 Gf'O/ 0.6 G f'O/FT? = 72U FT z
LEA/67W OF 3 ,c7: W/OE T•PENCA/ .PEQ&//.PEO =
72 .CT 2 SFr = 2it0 FT.
USE(3) /U FT. LONG x 3 FT H//OE T.PENC�S/Ec'
•
CLIENT: BOB RICKARD 4 NORTHWESTERN TERRITORIES, INC.
Lot 11
DESIGNER: PDR & J I D 11410-- Enpineers•Land Surveyors•Planners
DATE: 3-3-89 Construction Coordination•Materials baling
SHEET 3 OF 9, 33(31-1W) NT' 717 SOUTH PEA900v•PORT ANGELES.WASHINGTON 98362•(2w)4524491
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NO SCALE
CLIENT: BOB RICKARD W7-; NORTHWESTERN TERRITORIES, INC.
Lot 11 � Wows eland Survey=•Planners
DESIGNER: PDR & J I D 4„; ConsI sobs dmdlaseoe'Medals litadnp
DATE: 3-3-89 (
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HEET 4 OF 9, 33(31-1W) 717 �
SOUTH Aeoar•PORT ANGELES,WASHINGTON WASHINGTON sa3s2•(2os)452-8491
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NO SCALE
CLIENT: BOB RICKARD mss`''' NORTHWESTERN TERRITORIES, INC.
Lot 11 I'
DESIGNER: PDR & JID - Engineers eland Surveyors•Planners
�-
DATE: 3-3-89 H�I Construction Coordination•Matertats Rating
SHEET 5 OF 9, 33(31-1W) 717 SOUTH PEABOOY•PORT ANGELES.WASHINGTON 98362•C2od 4524491
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CONSTRUCTION
NOTES .
"D" BOX
FROM PUMP
CHAMBER
4" PVC T: L.
To PRA I tt - o.
FIELD
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. . 4 I 0 ...: :
1.
6
f a 90°PVC ELL 4 EXTENSION
.. AS CHOWN. MAKE SAME
4 SIZE AS TRANSPORT'
., PIPE.
.,p,1130X FOR PRESSURE 1705INIG
NO SCALE
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Lo T 1/ NT' 717 SOUTH PEABOOW SPORT ANGELES,WASHINGTON 98362. O6)452-8491
pES[&IXE .: PPR.t Ms0
PATE: 3-3-
.
DEFINITIONS (See Site Plan )
ST CONVENTIONAL TWO COMPARTMENT SEPTIC TANK SIZED AS
SHOWN ON THE SITE PLAN. COAT EXTERIOR OF TANK
WITH TWO COATS OF ASPHALTIC EMULSION.
4" PVC 4" ASTM D3034 (SDR 35) PVC GRAVITY SEWER PIPE AT
1% MINIMUM SLOPE.
4" PVC TL 4" PVC "TIGHTLINE" AT 1% MINIMUM SLOPE.
4" PERF 4" PERFORATED PVC PIPE AT 0% SLOPE. PLACE
HOLES DOWN AND CAP END.
"D" BOX DISTRIBUTION BOX, SET BOX LEVEL ON 4" THICK
CONCRETE SLAB. CONCRETE SLAB SHALL BE 6" LARGER
THAN THE "D" BOX ON ALL SIDES (POUR SLAB IN-
PLACE) . SEE ALSO, p6779,L on/ $/17 bq .
DRAIN ROCK 3/4 " TO 2- 1/2" WASHED DRAIN ROCK.
FILTER FABkIC 0. 85 OZ. /S9. YD. SPUNBOUND NYLON
SAND FILL SAND FILL SHALL MEET THE SPECIFICATION IN ASTM
C33 FOR FINE AGGREGATE
RA 100% RESERVE DRAINFIELD AREA
CONSTRUCTION NOTES
EACH 4 " PERF. PIPE AND EACH TRENCH BOTTOM SHALL NOT VARY IN
ELEVATION BY MORE THAN +/- 1/2" .
THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOR OBSERVATION OF THE
DRAINFIELD SYSTEM DURING THE FOLLOWING STAGES OF CONSTRUCTION:
i . DRAINROCK, 4 " PERF. PIPE. "D" BOX, 4" PVC, AND
SEPTIC TANK IN-PLACE PRIOR TO BACKFILL.
2. FINAL INSPECTION OF THE COMPLETED SYSTEM.
THE CONTRACTOR SHALL RECORD ANY CHANGES OR DEVIATIONS FROM THESE
PLANS ONTO A SET OF PRINTS AND SUPPLY THIS INFORMATION TO THE
PROJECT ENGINEER AT THE COMPLETION OF CONSTRUCTION.
CLIENT: BOB R I CKARD X4`7' NORTHWESTERN TERRITORIES, INC.
Lot 11 _
Wows eland SurrayeA•Pisaaas
DESIGNER: PDR & JID Coordination• s Wag
DATE: 3-3-89 NTH
SHEET 7 OF 9, 33(31-1W) a, ., 717 SOUTH aooY•POat ANGELES,w, HCroe2•(xos)4524491
NAME RiCKA'Ct ar 1( _>
LEGAL DESCRIPTION S33 1-31W Q i .)
COMMENTS:
1. Performance monitoring contract required with PUD #1. Contract required for final
approval of sewage disposal permit. Contact PUD #1 at 385-5800 for information.
✓ 2. Recommend installation of low water use fixtures.
V 3. Divert all sources of surface runoff from drainfield (foundation drains,
downspouts, etc. ) .
✓ 4. Install drainfield in exact area of soil logs.
v/' 5. Remain 100 feet from all wells and all surface waters (including seasonal
drainages) .
V 6. Do not disturb reserve drainfield area; do not build on, drive on , or pave.
V/- 7. Drainlines should be installed along natural contours.
✓ 8. Drainlines should be installed cross slope.
✓ 9. Bottoms of trenches/bed must be level.
✓10. Drainlines must be level.
✓ 11. Distribution boxes must be set on concrete pads and water leveled.
✓ 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) .
V- 16. The septic tank/pump chamber/closing siphon shall be watertight to prevent
groundwater intrusion.
• 17. Minimum pump chamber size 750 gallons.
18. Maximum flow per cycle 360 gallons.
• 19. Owner to provide adequate size pump with audiovisual alarm.
v/-20. Pump to be set on foundation a minimum of 6" above chamber floor.
✓ 21. Risers to grade required for septic tank/pump tank.
lZ�i3o
V 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) .
✓ 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 by Health Department/Designer.
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,F ✓R!� � C /T /L I rY E A� EMENT
THE CONTRACTOR SHALL DETERMINE THE ACTUAL TRANSPORT PIPE LENGTH
AND ELEVATION DIFFERENCE FROM THE PUMP CHAMBER FLOOR TO THE
HIGHEST PORTION OF THE TRANSPORT PIPE. THIS INFORMATION SHALL BE
SUPPLIED TO THE DESIGN ENGINEER FOR VERIFICATION OF THE PUMP AND
TRANSPORT PIPE SIZE REQUIRED.
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