HomeMy WebLinkAboutSEP2015-00064 Jefferson County Department of Community Development - . ++4
621 Sheridan St., Port Townsend WA 98368, (360)379-4450 +
SEPTIC PERMIT APPLICATION MAY "
l °r rj� iv,i4 5/19/15
�,fe:5100341 %PR®PERTY O!I'JNER Veenstra Envy mi l j (, , s�.. s, Godsalve .t: *l
MAILING ADDRESS 343 Ridgeview Drive sk° �s` H� ..�e
E RES 12!27)16
Port Townsend, WA 98368
PHONE ( 360 ) 316-1572
SYSTEM DESIGNER Jess Godsalve Designer Phone# 360-551-9973
LEGAL DESCRIPTION: Section 34 Township 30N Range 1W PARCEL# 001 342 016
Subdivision Name Ridgeview Short Plat Division Block Lot(s) 2
Site address/Directions to site SR19 to Woodland to Ridgeview Drive. FS 343 at entrance
SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE
Residential X New Tank/s only Private
Residential ADU Modification X Public X
Commercial Expansion
Community Upgrade
Repair SITE SIZE 2.5 acres
SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation
Conventional Designate Reserve Area Yes# 99-224
Alternative X Redesign No
SYSTEM DETAILS
Number of Gallons/day 360 Soil type 4 (attach soil eval.) Application Rate 0.6 gal./sq.ft./day
Drainfield Length 200 i4-•ft. Trench Width 3 6`Iff. Trench/Bed Depth 6 in.
0f.
Septic Tank size 1000@i'gal. Pump Chamber size 1000 gal.
TYPE of system �,a lT ea T h l..AA&o , D .
By signing the application form, the applicant/owner attests that the information provided herein is true and correct to the best of
their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this
application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson
County against all liabilities,judgments, court costs, reasonable attorney's fees and expenses which may in any way accrue against
Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole
purpose of application review and any required later inspections. Staffs access and ri ht of'entry will be assumed unless the
applicant informs the County in writing at the time of the application that he or sh r q irtirior notice. Inspections shall occur
during regular business hours. Initial here if you require notification before entry
Appeal -A person aggrieved of a decision of the Health Officer may appeal. Appe s all be submitted to the Health Division in
writing within fifteen days after receiving written notice of the decision.
DISCLAIMER-This application is for an on-site sewage system that meets the state and county
standards in effect on the date of application. This application for an onsite sewage system DOES
NOT assu - you of any other County approvals. For example, it DOES NOT GUARANTEE that
you will I- - •btain permission to build a permanent residence or other structure on this parcel. Any
future alp -t'- will be separately judged by the rules and laws in effect at that time.
6-----""----------Noffi ,_ / ,
i Property 0 er Signature / Date
FOR OFFICE USE ONLY
C' PARTIAL /1ZA 5. �,..•/ El)
APPROVED t, J
INSP/PUMP TEST PUD 1 / 7 3 1S' ED
ALL HOLD REQ. MET
Date 5('LI It Fee_ Rec# i 5(1 I Check# 355 Case#SEP j (.0 11
•
JEFFERSON COUNTY PUBLIC HEALTH
615 Sheridan Street•Port Townsend•Washington •98368
www.jeffersoncountypub lichealth.org
Phone .ibU-38b-9444 Fax MU-J/9-446f
ON-SITE SEWAGE DISPOSAL PERMIT
PERMIT #: SEP15-00064 Date Received: 05/21/15
Date Issued: 07/06/15
SITE ADDRESS: 343 RIDGEVIEW DR Date Expires: 07/06/18
PORT TOWNSEND, WA 98368
APPLICANT: DAN VEENSTRA PHONE:
TONI VEENSTRA
343 RIDGEVIEW DR
PORT TOWNSEND WA 98368
LEGAL DESCRIPTION: RIDGEVIEW SHORT PLAT LOT 2 SUBJ/EASEMENT&OPEN SPACE
PARCEL#: 001342016 Section: 34 Township: 30N Range: 1W
DESIGNER: JESS GODSALVE PHONE: (360) 598-3505
MILLER BAY WATER CO
PO BOX 1054
SUQUAMISH WA 98392
SYSTEM DESCRIPTION: TRANSPORT LINE
No. of Gallons per Day: 360 Type of work: MOD
Drainfield Trench Septic Tank
Length: 0 feet Width: feet Depth: 0 inches Size: 0 gallons
DISCLAIMER-This approval is for an on-site sewage system that meets the state and county standards in effect on the
date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For
example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure
on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. All construction
and development activities must comply with all permit conditions, state and local codes, and Recommended Standards and
Guidance documents in effect when the permit is issued.
The property owner is responsible for the accurate location of all property lines.Any removal of or major disturbance of soil in the
primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system.
Any change in drainfield or tank location may invalidate this permit unless prior approval is obtained from the Jefferson County
Environmental Health Division. If during excavation or development of the site an area of potential archeological significance is
uncovered, all activity in the immediate area shall be halted, and the UDC Administrator shall be notified at once.
Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM IN JEFFERSON COUNTY, WASHINGTON
This permit is issued for a period of three years (unless otherwise stated above) in accordance with
Jefferson County Rules and Regulations for On-Site Sewage Systems, codified in JCC 8.15 as amended.
This permit may not be renewed.
/71(/,
Jefferson County Environmental Health Specialist
This permit with conditions must be onsite during all phases of construction
HEALTH DEPARTMENT MUST BE CONTACTED FOR FINAL INSPECTION.
SPECIAL CONDITIONS APPLY - SEE ADDITIONAL PAGES
CONDITIONS OF APPROVAL - PERMIT NO.: SEP15-00064
1.) Approval of this septic permit does not allow for any kitchen facilities or sleeping rooms in the
garage.
2.) The water line must be installed 10 or more feet from any septic system component. Designer to
verify on the record drawing.
3.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health
ONE WORKING DAY prior to start.
4.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent
transport line, tanks, treatment and disposal components.
5.) H - AS PER WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE
SYSTEMS REQUIRE THAT A RESTRICTIVE COVENANT REGARDING THE MONITORING OF
THE ONSITE SEPTIC SYSTEM BE RECORDED TO THE PROPERTY TITLE. THE PROPERTY
OWNER SHALL ASSURE THAT MONITORING IS PROVIDED BY AN APPROVED ENTITY AT
THE FREQUENCY DEFINED PER STATE WAC 246-272AAND JEFFERSON COUNTY CODE
8.15 AS ADOPTED OR AMENDED.
A COPY OF THE RECORDED OPERATIONS AND MONITORING AGREEMENT IS REQUIRED
PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL PERMIT
6.) Designer must be contacted prior to start of construction and for inspections during installation.
DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS.
7.) H - An asbuilt drawing and certification of completion by the Designer is required prior to final
approval.
8.) Approval of this sewage disposal permit does not preclude the permit holder from complying with
the Unified Development Code for other/future development on the site.
9.) This system as designed and approved is sized for only one single family residence. It is not sized
for an Accessory Dwelling Unit (ADU). The minimum daily design flow per residence is 240 GPD.
10.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion
and sediment during construction. BMPs shall address permanent measures to stabilize soil
exposed during construction, and in the design and operation of stormwater and drainage control
systems.
11.) Approval/issuance of a sewage disposal permit or installation of a septic system does not
guarantee the approval of other development or a building permit on this site. Future buildings that
require connection to an on-site sewage system (OSS) shall only be approved if the OSS meets
the current standards and codes in effect at the time of the building application.
12.) All construction and development activities must comply with all permit conditions, Washington
State and Jefferson County Codes and Recommended Standards and Guidance documents in
effect when the permit is issued.
SEP15-00064 Page 2 of 2
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Jefferson County Permit Center
621 Sheridan Street, Port Townsend WA 98368
360-379-4450
SEPTIC PERMIT APPLICATION
2
Ifigi
PROPERTY OWNER Eagle Eye, Inc. 0� �)�
MAILING ADDRESS 4890 South Discovery Road QQ �� v
Port Townsend, WA 98368 eCs
PHONE Area Code ( 360 ) 385-3636 �G
SYSTEM DESIGNER JSF Engineering
LEGAL DESCRIPTION: Section 34 Township 30N Range 1W PARCEL# 001-342-016
Subdivision Name Ridgeview Short Plat Division Block Lot(s) 2
SITE LOCATION Ridgeview Drive, Port Townsend, WA 98368
TYPE OF IMPROVEMENT: Residential X Residential ADU Commercial_ Community
TYPE OF WORK:
New X Redesign Upgrade Repair Partial (tank) (drainfield)
Expansion Designate Reserve Area
Conventional Alternative X Drainfield Length 200 ft.
Number of Bedrooms Three Trench Width 3 ft.
Basement: yes, ok / no Trench/Bed Depth 30 to 36 in.
Site Size 2.5 acres Number of Lines Four
Previous evaluation: yes / no SEP (For short plat) Tank size 1000 s.t., 1000 p.c. gal.
Water Source: private public X Soil type 4 (attach soil eval)
Application Rate 0.6 gal./sq.ft./day
TYPE OF SYSTEM Sand lined shallow trench, partial fill drainfield
THE UNDERSIGNED ACKNOWLEDGES THAT THE INFORMATION PROVIDED IS TRUE AND CORRECT AND
THAT FALSE INFORMATION WILL NEGATE AND INVALIDATE THE APPLICATION AND/OR THE SUBSEQUENT
PERMIT. THE PROPERTY OWNER WILL BE RESPONSIBLE FOR THE ACCURATE LOCATION OF ALL PROPERTY
LINES.
Signature � P�. Date May 15, 1999
John S. Fleming,
of JSF Engineering, POB 44, Port Angers, WA 98362, 360-452-8500
FOR OFFICE USE ONLY
%-371 Vqq. fa -o3.
PARTIAL �,,``11
APPROVED RENEWED PRESS/TES/T��` J (� 3-o„-3 FINAL
ASBUILT �tC `�v R t�3
PUD (o f!(D3 P�
RENEWED l
Fire District Planning District School District_ Zone
Date S 3-99 Rec#/ 7Y7 Check#/6 /S Case#SEP 99-a`P.
SEWAGE DISPOSAL PERMIT
• JEFFERSON COUNTY PERMIT CENTER
621 SHERIDAN STREET, PORT TOWNSEND, WA 98368 (360) 379-4450
PERMIT NUMBER: SEP99-0224
ISSUE DATE : 08/27/99
DATE RECEIVED: 08/02/99
Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE
DISPOSAL SYSTEM IN JEFFERSON COUNTY, WASHINGTON
ISSUED TO • EAGLE EYE, INC
4890 S DISCOVERY RD
PORT TOWNSEND WA 98368
PARCEL NUMBER: 001342016 (Permit valid for this parcel ONLY)
LEGAL DESCRIPTION
Section: 34 , Township 30 N, Range 01 West
Subdivision : RIDGEVIEW SHORT PLAT Block : Lot (s) : 2 ;
LOCATION RIDGEVIEW DR
DESIGNER JOHN FLEMING PE
THIS PERMIT IS ISSUED FOR A PERIOD OF ONE YEAR (UNLESS OTHERWISE STATED
BELOW) IN ACCORDANCE WITH JEFFERSON COUNTY RULES AND REGULATIONS FOR ON-
SITE SEWAGE DISPOSAL SYSTEMS, ORDINANCE NO. 1-83 .
DATE OF EXPIRATION: 08/27/00 J (tJ
JO°� /J 777 .1_ ,
Jeffe son Co. Environmental Health Specialist .
The property owner will be responsible for the accurate location of all
property lines . Any removal of or major disturbance of soil in the primary
or reserve drainfield area may create site conditions that are unacceptable
for the installation of a sewage disposal system. Any change in building or
sewage disposal plans (including plumbing stubout location) and/or location
of house or drainfield invalidates this permit unless prior approval is
obtained from the Jefferson Co. Health Dept .
Issuance of a permit or renewal does not preclude the applicant from
complying with all other state and local regulations .
HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION.
TYPE OF SYSTEM: UNLINED SANDFILTER TRENCH NO. OF BEDROOMS : 3
Drainfield Trench Tank
Length: 200 ft . Width: 3 . 0 ft . Depth: 6 in. Size : 1000 gal .
SPECIAL CONDITIONS MAY APPLY - SEE REVERSE
Conditions of Approval - Permit no. : SEP99-0224
For: EAGLE EYE, INC
Page : 2
1) AS PER WAC 246-272 ALL ALTERNATIVE SYSTEMS REQUIRE MONITORING.
THIS MONITORING IS PROVIDED BY AGREEMENT BETWEEN THE JEFFERSON
COUNTY ENVIRONMENTAL HEALTH DIVISION AND THE JEFFERSON COUNTY PUBLIC
UTILITY DISTRICT #1 . THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN
ACTIVE MONITORING CONTRACT WITH THE PUD #1 PRIOR TO FINAL APPROVAL
OF THE SEWAGE DISPOSAL SYSTEM.
2) Health Dept . required to observe pressure test, 48 hour notice to
be given.
3) Setbacks to all wells- 100 ' required from drainfield and reserve
areas . 50 ' required from tanks and effluent transport lines .
4) TRENCH TO BE EXCAVATED TO 30-36 " DEPTH AND THEN BACKFILLED WITH
ASTM 33 TYPE SAND TO 24 " AS PER DESIGN.
5) Dry season installation required.
6) MAXIMUM TRENCH DEPTH 12 INCHES
7) When/if designated reserve area is utilized an alternative system
providing an additional level of treatment may be required.
8) All components of the septic system are to be completely protected
from vehicular traffic or mechanical disturbance. Protective
barriers are required around drainfield.
9) Drainlines are to be installed along the natural contours .
10) Contact designer prior to installation for staking of drainfield
area.
11) Dose counters are required in the control panel for all drainfield
components .
12) Divert all sources of drainage, including roof drains away from
septic tank and drainfield area.
13) Any portion of transport line under a driven way is to be double
cased or equivalent .
14) Asphaultic emulsion or equivalent required on septic tank and/or
pump chamber.
15) Approval/issuance of a sewage disposal permit does not guarantee
the approval of other development or a building permit on this site .
Compliance with other Jefferson County and Washington State Codes is
required.
16) Approval of this sewage disposal permit does not preclude the
permit holder from complying with the Critical Areas Ordinance for
other development on the site.
17) Compliance with the conditions of the signed Critical Area Waiver
is required.
JEFFERSON COUNTY COMMUNITY DEVELOPMENT.621 SHERIDAN ST,PORT TOWNSEND WA 98368
AS-BUILT INSPECTION REPORT
County Inspector: Linda Atkins,R.S. _ Date inspected
Designer: JSF Engineering.John Fleming.P.E. by county:
Permit#SEP: 99-0224
Installer: Bernt Ericsen Excavating,385-3602 _
Electrician: Sequim Valley Pump,683-4231 Parcel#: 001-342-016
Property Owner: Stanton,Shawn&Daneen Design Flow: 360 gpd peak
Site Address: 343 Ridgeview Drive,Port Townsend
ITEM SIZE/MANUFACTURER/COMMENT DATE INSPECTED
Tank(size, risers,etc): 1000 gal. Fred Hill Materials,2 @ 6", 1 @ 24"dia.x 20"tall risers 5- 7.--Zoo 3
Pump Chamber(size,risers,manufacturer): 1000 gal. Fred Hill Materials,24"dia.x 20"tall riser
Screen(s): 1/16"mesh Zabel A1800 @ septic tank outlet; 1/8"OSI ES1560 @ pump _
Float Arrangement: Pump 1: 27" floor to RO&lo alarm;3"to timer; 15"to hi alarm; 11"to lid
Pump 2: -
Emergency Storage Above High Alarm (in gallons): 11"x 24 gal/inch=264 gallons+septic tank vsiun6
Pump 1 Model: OSI P5010512, 1 hp,230 volt
Pump 2 Model: -
Antisiphon Device: - Check Valve: 2"PVC
Transport Pipe: 2"0 PVC Manifold: 1.25&2"0 PVC
Barrier Material: filter fabric Cover Material &Depth: 6- 15"native
Sand Filter Basin Pump High Alarm Kills Pump Feeding Sand Filter E tNO N/A
Sand Fill (met ASTM): hSt-et C-33, Fred Hill Materials
Dose Counter Reading: 1 Elapsed Time Meter Reading: 0 minutes
Dose Drawdown/Cycle Pump 1 : 1.875"draw down,8 doses/peak day,6 doses per average day
Pump 2 : -
Gallons Per Dose Pump 1': 45 gallons
Pump 2': -
Is Pump Throttled? CD/ NO If So,To What Flow Rate?: 65 GPM
Pump Flow Rate: - GPM(unthrottled)
Source Of Drainrock: Fred Hill Materials Cleanliness: "h5 fb
GravellessChambers: - Gravity Pipe: 4" PVC
Timer Functions-
Alarms work with pump power off- ®/ NO Redundant off kills pump- (A/ NO
Pump Run TimeOff Time: 41 sec on,3 hours off
Pump Panel: Orenco MVP-S2-PT-RO Timer Model: Seimens LOGO! 230RC
Residual Head(lat.#&ft.Head)Wide Open: 1-50";2-60";3-70";4-84"from endcaps
Throttled: 1-4:66-70"from endcaps(endcaps 12"above lat's)
Other Panel Settings- Clear Cycles: - OverrideNETO: -
Orifices- Spacing: 2'o.c. Size: 1/8" _ Total#: -
Sandfilter Basin: n/a
Mound Site Prep: n/a
Drainfield Lateral#&Length: 200 ft. Width: 3 ft. Depth: 30" inches
Users Manual Provided to Owner: with original permit application S-s-o3 _
Acknowledgement Of Homeowner's Responsibilities Received With Correct Answers
COMMENTS (inspection notes,changes from design or deficiencies in installation)
.: 1)L&I Electrical inspection 4-9-03 by Len Moser,#2003047417; 2)Readings on the Orenco control panel: BO 1 = B03 =3
hours off; B02=B04=0:41 seconds;B05-minimum override cycles,limit=0,count=0;High Level Alarm(HLA)=5_
Overrider count= 1.
ATTACH ASBUILT DRAWING signed by designer or stamped/signed by Licensed Professional Engineer
scOTT F.
I CERTIFY THAT THE INFORMATION PROVIDED ABOVE WAS VERIFIED BY e OF WASH/7c44,
i / -C C G
INSPECTION, THE SYSTEM APPEARS TO HAVE BEEN INSTALLED AS PER c� � Z
PLANS(SEP 11- 4 141 )APPROVED BY JEFFERSON COUNTY vii
(DATE) 13-21-11 OR THAT CHANGES HAVE BEEN NOTED AND THE -� ,-
px, ,p 31207 O
SYSTEM IS IN COMPLIANCE WITH WAC 246-272. F EG/STERF'
SS/DIAL ENG
5 N ' 03 EXPIRES: 5/25/03
JOHN S.FL NG, P.E.,of JSF Eng' er g Date
License#3120 NOT APPROVED FOR RELEASE
WITHOUT ORIGINAL SIGNATURE.
DATE ISSUED: .5.,Li_0 3
05/06/2003 19:15 3603856930 PAGE 01
jj .,.. • kro ate„i„i k • s . : e• • ► w : (S h ai► • . •
INSTALLER'S AS-BUILT INSPECTION REPORT
Courtly lnrppcior . Permit*SEP: t t Z.Z r1
Deslp+er: Paeexl 0: oO l-312 D(4
tit•q►llar 6 r►* UP,LsztJ Eft c.A v +a De•lgn Flow: ■0 ew`f Pwt-a.
Elecfsician SetiL4Ir$ VM& j ?“,,•(1's
Property Owner: N kwP STA-t-vrerm
Sit•Address! 14N_ p4DC 4E1 b. , PA". _
Date Insaa at on Stetted:
Due last llatioe Compleadl
COMMENTS:
-
di,,&44 4(AI,L fits-1 4;1/ e�-
r .40.1. art b,L.
Jn. I►rl ..�a,ka> hrat ern 1 •n AL-14 0 .�_
+ f ", $ • 1 lrev. 404'n,iic5 • •
ATTACH INST'ALLER'S As-BUILT
I CERTIFY THAT THE WHOLE SYSTEM, INCLUDING THAT NOT INSPECTED BY ME ENGINEER
WAS INSTALLED UNDER
(Y DIRECT SUPERVISION AS PER PLINSAPPR0V.D EY JEFFERSON COUIYON(DATE) !'i " CHANGES
HAVE BEEN NOTED ON MT ATTACHED ASBUILT DRAWING. THE SYSTEM Is IN COMPLIANCE WITH WAC 246-27x.
Certified Installers Signature Dote
wed Now _
Have your Installer complete & return to JSF Engineering so I can certify the installed system.
• • • AP Engineering,P.O.Box 44,Port AngeleM,WA 91362,360-432-8300,fax 360-■52.3333 • • •
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73 t... -n N TITLE:
s co ° r- a WASTEWATER SYSTEM DETAILS JOHN SCOTT FLEMING ENGINEERING, INC.
N 3 a TAX PARCEL 001-342-016 ISF
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N o CLIENT: EAGLE EYE INC.rrl
P.Q. BOX 44
N o - 4890 S. DISCOVERY ROAD PORT ANGELES, WA 98362
0 PORT TOWNSEND, WA 98368 (360) 452-8500, FAX: (360) 452-3383
JSF
John Scott Fleming Engineering, Inc.
P.O. Box 44, Port Angeles, WA 98362
voice: (360) 452-8500, 800-248-6008, fax: (360) 452-3383, email: jsfeng @olypen.com
50 May 15, 1999
- SOIL LOG - e cej
--t.
Client: Eagle Eye Inc. ud
4890 S. Discovery Road R ECE I E®
Port Townsend, WA 98368
Location: Ridgeview Drive, Port Townsend, Parcel 001-342-016, Lot 2 AUG Z "
Excavated: Pre-dug by Seton Construction
Logged: 4-30-99 by John S. Fleming, P.E. C D�DAA'� CENTER
Weather: Clear, full sun PERM
l,L 1 C
Test Pit#1: Restrictive at 50"
0-3" Dark brown sandy loam, weak granular structure, many fine & medium roots. Type 4 soil.
3-28" Brown gravelly sandy loam, weak subangular blocky structure, common medium roots. Type 4
soil.
28-50" Brown gravelly loamy sand, single grain to weak subangular blocky structure, slight stratification,
few fine & medium roots. Type 3 soil.
50-64" Brown gravelly loamy sand, single grain structure, high penetration resistance, single medium
faint reddish brown &gray mottle at 50", wavy boundary from 48-52". Type 3 soil.
Test Pit#2: Restrictive at 36"
0-4" Dark brown sandy loam, weak granular structure, many fine& medium roots. Type 4 soil.
4-16" Brown sandy loam, weak subangular blocky structure, small pockets of high penetration
resistance, common medium roots. Type 4 soil.
16-36" Brown gravelly sandy loam with large lenses of loamy sand and silt loam, weak subangular
blocky structure, common fine& medium roots, common medium faint yellowish brown mottles,
in silt loam lenses. Type 4 soil.
36-70" Reddish brown gravelly sandy loam, moderate to high penetration resistance, stratified with
brownish gray silt loam with high penetration resistance, few fine roots, strong subangular blocky
structure, common large prominent reddish brown & gray mottles, few fine roots. Type 5 soil.
Test Pit#3: Restrictive at 42"
0-5" Dark brown sandy loam, weak granular structure, many fine roots. Type 4 soil.
5-16" Brown sandy loam, weak subangular blocky structure, many fine & medium roots. Type 4 soil.
16-42" Brown gravelly sand, single grain structure, common medium &fine roots. On south side of test
pit, one 6"x 18" lense of olive brown silt loam with strong large subangular blocky structure at
34-40", wavy boundary from 36-46". Type 2B soil.
42-48" Reddish brown gravelly loamy coarse sand, single grain structure, moderate to high penetration
resistance, few fine roots. Type 3 soil.
48-68" Olive brown silt loam, massive to strong platy structure, common medium prominent reddish
brown & gray mottles. Type 5 soil
Soil log for EAGLE EYE INC., Page 1 of 2
Test Pit#4: Restrictive at 26"with curtain drain, 14"to 16"without
0-3" Dark brown loam, weak granular structure, common fine& medium roots. Type 4 soil.
3-26" Brownish gray& reddish brown sandy loam, weak subangular blocky structure, moderate
penetration resistance, common medium roots, few fine distinct reddish brown mottles. Type 4
soil.
26-67" Yellowish brown silt loam stratified with fine sandy loam, many medium prominent gray&
reddish brown mottles, massive to weak platy structure, few fine roots. Type 5 soil.
Test Pit#5: Restrictive at 40"
South face of test pit:
0-5" Dark brown sandy loam, weak granular structure, many fine & medium roots. Type 4 soil.
5-40" Grayish brown sandy loam to gravelly sand, weak subangular blocky to single grain structure,
moderate penetration resistance, common fine& medium roots, wavy boundary from 32-54".
Type 4 soil.
40-72" Gravelly sandy loam to gravelly coarse loamy sand, single grain structure, moderately
cemented, high penetration resistance. Type 4 soil.
Test Pit#6: Restrictive at 48"
0-22" Brownish gray sandy loam, weak subangular blocky structure, common medium roots, few fine
faint yellowish brown mottles, wavy boundary from 18-33". Type 4 soil.
22-48" Grayish brown very gravelly loamy sand to gravelly sandy loam, single grain to weak subangular
blocky structure, pockets of moderate to high penetration resistance, few fine & medium roots,
wavy boundary from 43-60". Type 4 soil.
48-75" Light reddish brown gravelly coarse loamy sand, weakly cemented, single grain structure, high
penetration resistance, few fine roots. Type 3 soil.
Test Pit#7: Restrictive at 48"
South face of test pit:
0-48" Brownish gray gravelly sandy loam, pockets of common medium faint yellowish brown mottles,
moderate subangular blocky structure, low to moderate penetration resistance, common fine &
medium roots. Type 4 soil.
48-55" Gray gravelly sandy loam, massive structure, high penetration resistance, standing water at 55"
downslope. Type 4 soil.
84" Bottom of test pit.
Test Pit#8: Restrictive at 40"
0-46" Light brownish gray sandy loam, moderate subangular blocky structure, low to moderate
penetration resistance, common medium faint yellowish brown mottles, common medium roots,
common medium prominent gray& reddish brown mottles at 40-46". Type 4 soil.
46-78" Dark reddish brown gravelly coarse loamy sand, single grain structure, high penetration
resistance. Type 3 soil.
cc: JN 99060
2 •
Soil log for EAGLE EYE INC., Page 2 of 2
JSF
John Scott Fleming Engineering, Inc.
P.O. Box 44, Port Angeles, WA 98362
voice: (360) 452-8500, 800-248-6008, fax: (360) 452-3383, email: jsfeng @olypen.com
WASTEWATER CALCULATIONS for EAGLE EYE, INC., LOT 2, RIDGEVIEW SHORT PLAT
Parcel#001-342-016
Size of residence: . tJ S. Fi-fi*
3 Bedrooms o*W alt !i
o �,
Estimate peak day flow: As per WAC 246-272-11501, 2, c, i
3 bedrooms x 120 gpd / bedroom = 360 gallons per peak day
+ ,
' 31201
Septic tank size:As per WAC 246-272-11501, 2, d, ii, A, j q� �jr v?I.
for 3 bedrooms and less, 900 gallons 70NA1.
Use a two compartment, monocast, watertight, concrete 1000 gallon tank.
mows 5/25/01
Pump chamber size: As per WSDOH Guidelines for the Use of Pressure Distribution Systems, biz f i
1.75 x 360 gpd = 630 gallons working storage
24" for pump submergence, 33"working storage
630 gallons / 33" depth = 19 gallons / inch
Use a single compartment, monocast, watertight, concrete 1000 gallon tank, having 24
gal. / inch
Drainfield type: Pressurized, shallow (36" maximum depth) sand lined trench, partial fill
Drainfield size: As per WAC 246-272-11501, 2, k, i,
Soil below drainrock - type 3 & 4, loamy sand & sandy loam
Drainfield area = 360 gpd / 0.6 gpd per s.f. = 600 s.f.
Use four trenches, each 3' wide, 50' long, 30" to 36" deep into native type 3 & 4 soil
Pressure distribution sizing: As per WSDOH Guidelines for the Use of Pressure Distribution Systems,
Use 1/8" diameter orifices, 5' minimum residual head, 0.45 gpm / orifice, spaced 2' on center
Use four 1-1/4" diameter class 200 PVC laterals, each 48' long
Pump flow rate = 25 orifices / lateral x 4 laterals x 0.45 gpm /orifice = 45 gpm
Use 2" diameter class 200 PVC transport and manifold pipes
Pump size: RECE`v E�
head loss = 30' x (45 gpm / 315.2)**1.85 = 1'
elevation = 15' WS 2
residual = 6'
wear factor = 1.2 t1� CEt% ER
total head los - (1' + 15' + 6') x 1.2 = 27' C. pER
Specify pum size at 45 gpm at 27' T.D.H.
Use Orenco m. -1 P500511. 115 volt, 2 sta• : turbine submersible sewage effluent pump
Wastewater System Calculations, Eagle Eye, Inc., Page 1 of 2
Dose size:
dose u 8 mes per peak day
volume = 360 gpd / 8 doses per day - 5 allons per dose
draw down in pump chamber per dose = 45 gal per dose / 24 gal per inch = 1-7/8"
Pump control panel timer setting:
Orenco pump will operate at approximately 46 gpm in this system
timer on = 45 gallons /46 gpm = approximately 1 minute on
timer off= 24 hours per day/ 8 doses per day = 3 hours off
End of calculations
job#99060
RECEly°D
CE��ER
C. PE RMll
Wastewater System Calculations, Eagle Eye, Inc., Page 2 of 2
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• County Health eT'Human Services
`. 1k CASTLE HILL CENTER • 615 SHERIDAN • PORT TOWNSEND,WA 98368
--�� O (X ) FOR YOUR INFORMATION
( ) PLEASE RESPOND
8/s/Oa n ( ) PER YO R REQUEST
Date:
To: JEFFERSON COUNTY PUD J•1
P 0 BOX 929
PORT HADLOCK WA 98339 2- 2
From: Jefferson County Environmental Health
Subject: Alternative System Pressure Test Notification
Message:
Jefferson County Environmental Health Divisig9 ceived notification from the system designer
that the system is being constructed as of �3' �; Z- . Staff from this office
will complete 'pressure test when all system components are in and function-I.
��� �
Name 900/(U2. A1
Mailing Address eb--7Y 137 H
-
Location L 04 2- `/ > �.
Final approval will not be issued until a PUD monitoring contract has been received by the Jefferson
County Environmental Health Division.
The designer will forward plans and an asbuilt to you when the system is completed.
•
Home Under Construction
Home Completed
No home on site 7
\\Healthserver\home\env_health\linda\GD\FORMS\PUD Installation Notification.doc
HEALTH ENVIRONMENTAL DEVELOPMENTAL ALCOHOL/DRUG
DEPARTMENT HEALTH DISABILITIES ABUSE CENTER FAX
360/385-9400 360/385-9444 360/285-9400 28n/285_9a.g5 2Rn/2R�-aan1
JSF
John Scott Fleming Engineering, Inc.
P.O. Box 44, Port Angeles, WA 98362
voice: (360) 452-8500, 800-248-6008, fax: (360) 452-3383, email: jsfeng @olypen.com
WASTEWATER CALCULATIONS for EAGLE EYE, INC., LOT 2, RIDGEVIEW SHORT PLAT
Parcel# 001-342-016
Size of residence: s, FL"7&-.
3 Bedrooms 0 �o �✓�'
Estimate peak day flow: As per WAC 246-272-11501, 2, c,
3 bedrooms x 120 gpd / bedroom = 360 gallons per peak days-
3l 201
Septic tank size:As per WAC 246-272-11501, 2, d, ii, A, '2st
for 3 bedrooms and less, 900 gallons 'TONAL
Use a two compartment, monocast, watertight, concrete 1000 gallon tank.
I ear s 5/25/o f
Pump chamber size: As per WSDOH Guidelines for the Use of Pressure Distribution Systems,
1.75 x 360 gpd = 630 gallons working storage
24" for pump submergence, 33"working storage
630 gallons / 33" depth = 19 gallons / inch
Use a single compartment, monocast, watertight, concrete 1000 gallon tank, having 24
gal. / inch
Drainfield type: Pressurized, shallow (36" maximum depth) sand lined trench, partial fill
Drainfield size: As per WAC 246-272-11501, 2, k, i,
Soil below drainrock -type 3 & 4, loamy sand & sandy loam
Drainfield area = 360 gpd / 0.6 gpd per s.f. = 600 s.f.
Use four trenches, each 3' wide, 50' long, 30" to 36" deep into native type 3 & 4 soil
Pressure distribution sizing: As per WSDOH Guidelines for the Use of Pressure Distribution Systems,
Use 1/8" diameter orifices, 5' minimum residual head, 0.45 gpm /orifice, spaced 2' on center
Use four 1-1/4" diameter class 200 PVC laterals, each 48° long
Pump flow rate = 25 orifices / lateral x 4 laterals x 0.45 gpm / orifice = 45 gpm
Use 2" diameter class 200 PVC transport and manifold pipes RE.CESV��
Pump size:
head loss = 30' x (45 gpm / 315.2)**1.85 = 1' Z
elevation = 15' 0 ER
residual = 6'
wear factor = 1.2 C Q AV CEN'
total head los - (1' + 15' + 6') x1.2 = 27' . C.
Specify pum• size at 45 gpm at 27' T.D.H.
Use Orenco m. 1 I P500511. 115 volt, 2 sta• , turbine submersible sewage effluent pump
Wastewater System Calculations, Eagle Eye, Inc., Page 1 of 2
Dose size:
dose u 8 mes per peak day
volume = 360 gpd / 8 doses per day - 5 allons per dose
draw down in pump chamber per dose = 45 gal per dose / 24 gal per inch = 1-7/8"
Pump control panel timer setting:
Orenco pump will operate at approximately 46 gpm in this system
timer on = 45 gallons /46 gpm = approximately 1 minute on
timer off= 24 hours per day / 8 doses per day = 3 hours off
End of calculations
job#99060
‘W'\103
RM�� C11 ER
Wastewater System Calculations, Eagle Eye, Inc., Page 2 of 2
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