HomeMy WebLinkAboutSWG2006-01016 NOT APPROVED - SWG Inactive - 2/28/2007 MASON COUNTY
DEPARTMENT OF HEALTH SERVICES
February 28, 2007
Peninsula Septic Designs
PO Box 1444
Gig Harbor WA 98335
RE: Design for JURGES
Case No: SWG2006-01016
Parcel No: 121055144001
Your design for the above referenced parcel has been reviewed and is NOT
APPROVED. It does not meet the requirements or needs additional information.
Please see the comments section of this letter for more information.
Please call me at (360) 427-9670, ext. 279 if you have any questions.
Sincerely,
Amanda Reynolds
Environmental Health
Mason County Health Services
COMMENTS: Brad,
I need the easments to cross lot lines and place the drainfield on a
separate parcel. Each lot will also need a notice to title for operation
and maintenance.
2/28/2007 1 of 1 SWG2006-01016
72-4._ I
ONSITE SEWAGE SYSTEM DESIGN APPLICATION
MASON COUNTY DEPARTMENT Official use only = >
OF HEALTH SERVICES I Cr y
426 W. CEDAR STREET PERMIT NUMBER: SWG ---C.0 1 Gi l0 y
PO BOX 1666 DATE RECEIVED: 1 I —1-1 -C)�' w O
SHELTON,WA 98584 o N
(360)427-9670, Ext. 352 RECEIPT NUMBER: S Z�xc-, z
Co m
APPLICANT DATE CHECK APPLICABLE ITEMS 0 m
L" raj J )1i-I 3"-6C ANEW SYSTEM
MAILING ADDRESS DAYTIME PHONE 0 REPAIR SYSTEM 2,.02_0 E-1+.J- y--cvr-i Y'` , C3(„<i)'---7-1�TL�4, 0 TABLE 6 REPAIR I -
CO
CI STATE ZIP 0 SINGLE FAMILY n
Orr ;^,. 1-Cit)% Lki ( I 0 0 OTHER Please describe m
SITE ADDRESS Z
DRINKING WATER SOURCE _3 c
NAME OF DESIGNER , PHONE NUMBER 0 PRIVATE INDIVIDUAL WELL m
gfer10 _ 1.4 I ,DI 3Y-M)- --A r' 0 PRIVATEPR TWO-PARTY WELL D
NAME OF INSTALLER JCJ �j COMMUNITY/PUBLIC WATER
SYSTEM y_ (--
SYSTEM WFI#: O I (�1
NUMBER OF LOT SIZE: ACRES FT X FT SYSTEM NAME: I 7 I
I_-
BEDROOMS �7 ) )C7�J ��'X 3 55
SPECIFIC DIRECTIONS FOR LOCATING SITE C
1G �L--41 I
co
- �� , (3) o4 fMp FT 10
This application is for design approval only. .. 1
I
An installation permit will be required to install the system.
• All systems require ongoing Operation and Maintenance as specified in Mason County Onsite Standards. f--�
• All onsite sewage systems must be designed by a Licensed Onsite Wastewater Designer or Professional Engineer,unless prior i- I`
approval is granted. o
• A Mason County Certified Installer must install all onsite sewage systems, unless prior approval is granted. - I 0
• Onsite sewage system design approval does not imply other building site approvals. —IQ
• Any change from the specified use of the property or any site alteration affecting the system design may invalidate this permit.
• This permit expires 3 years from the date of site review. Denial of this permit may be appealed to the Health Officer within 10 days of '—
denial date.
Official use only below this line
SOIL LOGS COMMENTS/CONDITIONS
C) --3 i 0 23 L
SOIL TEXTURE CODES:
V =very G=gravelly S=sand L-loam Si=silt C=clay E=extremely
I ECTOR SIGNATURE DAE ` DESIGN APPROVED BY DATE DESIGN EXPIRATION DATE
eletted4
Revised 2/23/2005
White Copy-Health Department Yellow Copy-Designer Pink Copy-Applicant
DESIGN FORM—PAGE ONE -,L_3 4 - )
A design will be reviewed when 3 copies of each of the following are submitted:
Completed design form that has been signed and dated. '' Scaled layout sketch,including all applicable items on checklist
Scaled plot .lan, includin_ all •••Iicable items on checklist. 4'Cross-section sketch,includin_ all •a a licable items on checklist.
Permit Number: SWG Designer's Name: (',A-Olh)'f
Applicant's Name: 'U - S ��O`r-r_ Designer's Phone Number: 3)M1- -2-I-1E3
Mailing Address: 2O' G) �(`) 1 U • Designer's Address: 60X- \4'4
City State Zip City State f�Zip
Assessor's Parcel Number: 1 2- I O S — S I -- �- UO I
�y
Treatment Device
❑Glendon Biofilter 0 Sand Filter ❑ I6oungo ❑ Sand Lined Drainfield 0 Recirculating Filter,Type:
Erkerobic Unit Make/Model LUATT71"t-ii-'72— 21D6infection Unit Make/Model Other:
Drainfield Type
❑ Gravity 0 Pressure 0 Trench 0 Bed &Sub Surface Drip
y Septic Tank/Drainfield Specifications Laterals '
Number of Bedrooms 3 Schedule/Class (pyp %I'.
Daily Flow ,26O gpd Length ft
Septic Tank Capacity I I )7 gal Diameter /� in
Receiving Soil Type(1-6) Number ) 0
Receiving Soil Appl. Rate r 60 gpd/ft2 Separation Z ft
Required Square Footage 4,50
ft2 Orifices Ei.,l 7—y2.4.
Designed Square Footage *SO ft2 Total Number of Orifices .5�
Percent Reduction Taken % Diameter — in
Trench/Bed Width ft Spacing ( Z in
- Trench/Bed Length ft Manifold
Elevation Measurements Schedule/Class 4-0
Original Drainfield Area Slope % Length Z ft
•New Slope,If Altered —4/, % ' Diameter 3/4-- in
Depth of Excavation (UP-slope) 14 in Preferred manifold configuration used'il No
from Original Grade (Down-slope) in --— - - - Transport Pipe--- - -- ---- - -
Designed Vertical Separation I S 1— in Schedule/Class 'v
Gravelless Chambers Required? ❑ Yes 0 No 0 Optional Length (p "O ft
Pump Required? l Yes 0 No Diameter ) in
Pump/Siphon Specifications Dosing and Pump Chamber
Difference in Elevation Between PumE Shilit4t and Uppermost Number of doses/day l
Orifice I zA Ft Dose quantity SC) gal
Uppermost Orifice 0 Higher 0 Lower than Pump Shutoff Chamber Capacity 1 1-40v gal
=��% m Pump co tr Is: Timer or E a e Time ter Cr cle t required
Capacity @Total Pressure Head gp p ( �� p�� Nye �f��
Calculated Total Pressure Head i' .' r- ft If Time : um on ,Pump off
Comments
DESIGN FORM—PAGE TWO Assessor's Parcel Number: 1 2 1 0 S-- S -- 4-4'0 )L
Permit Number: SWG
DESIGN CHEC I �`
Sca,Ied Plot Plan Scald Layout Sketch Cross-Section Sketch
est hole locations Drainfield orientation and layout
Reference depth from original grade:
Soil logs ❑ Trench/bed dimensions and
� critical distances within layout Drainfield
tank
�operty lines 0 Drainfield cover
Existing and proposed wells 0 -BoxNalve box locations
thin 100 ft of property Soli eptic tank/pump chamber Reference depth from original grade
ad- and restrictive strata:
Measurements to cuts, banks, and
locations
surface water and critical areas 0 Observation port location 0 Laterals, trench bed, top and
ID Location and orientation of 0 Clean-out locationbottom
curtain drain and all absorption 0 Curtain drain collector
/mponents
Manifold placement 0 Sand augmentation
Location and dimension of 0 Orifice placement Other cross-section detail:
0 Lateral placement with distance 0 Observation ports/clean-outs
primary system and reserve area
❑ uildings to edge of bed Other Information
0 udible/visual alarm referenced Yes No
erection of slope indicator
Scale of drawing shown on scale 0 ldl Design staked out
VS aterlines bar
J 0 0 Recorded Notices attached
E Roads, easements, driveways, ❑ 0 Waiver(s)attached
��arking Di 0 Pump curve attached
IIU North arrow and scale drawing 0 0 Evaluation of failure
•
shown on scale bar
Non-residential justification
❑ 0 Waste strength
❑ ❑ Flow
•
The undersigned designer 0 does uirement to be notified by the installer at time of
installation.
Signs signer Date
The undersigned has reviewed this design on behalf of Mason County Department of Health Services and determined
it to be in compliance with state and local on-site regulations:
i Environmental Health Specialist Date
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:
✓ The design is stamped "Approved"by Mason County Department of Health Services.
✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is:
V Drainfield site conditions have not been altered to adversely affect conditions—of-design approval.
Please Note: The system must be installed by a certified installer, unless prior authorization is obtained
from Mason County Department of Health Services. An Installation Permit is required.
Revision Date:2/23/06
i
Interim Recommended Standards and Guidance for Subsurface Drip Systems
Effective Date January 15, 2002 I
Table 2 Primary Drip Design Parameters (residential applications)I
Minimum Pretreatment Pretreatment to 10/10 BOD/TSS
# Soil
Bedrooms Type[12,2A 12B I 3 1 4 J
5 I 6 1 112,2A( I 3 Ia 5 I 2B 6
Minimum number emitters required Minimum number emitters re uired
2 240 1 240 i 300 1 300 400 900 1 240 240 300 300 400 900
3 300 360 450 450 600 1350 300 360 450 600 1350
4 400 480 600 600 800 1800 400 480 600 600 800 1800
5 500 600 750 750 1000 2250 500 600 750 750 1000 2250
# Dripline required at minimum Dripline required at minimum
Bedrooms emitter s acing(ft) emitter spacing(ft)
2 240 240 300 300 1 400 900 120 120 300 300 400 900
3 300 360 450 450 600 1350 150 180 450 c450 600 1350
. 4 400 480 600 600 800 1800 200 240 600 600 800 1800
5 500 600 750 750 1000 2250 250 300 750 750 1000 2250
Minimum emitter spacing(ft) Minimum emitter spacing(ft)
f1 11 I 1 1 1 1 0.5 0.5 1 t`:.� 1 1 -
Minimum dri lines acino ft3 Minimum dripline spacing(ft)3
1 1 1.5 2 2 2 1 1 11 1 1.5 1.5 2
#
Bedrooms Minimum dripfield area (ft2 4 Minimum dri-pfield area (ft2)4
2 240 240 450 600 800 1800 120 120 300 450 600 1800
3 300 360 675 900 1200 2700 150 180 450 675 900 2700
4 400 480 900 1200 1600 3600 200 240 600 900 1200 3600
5 500 600 1125 1500 2000 4500 250 300 750 1125 1500 4500
Minimum number of doses per day Minimum number of doses per day
I-- 12--I 12 -I ..12 -I.1.2 I 12 I 12 I I 12--I---12—I--12 I 12 f- 12 I -1 _.I
Minimum number of distribution zones Minimum number distribution zones
1 1 I 1 1 1 2 1 1 1 1 1 2
Soil 12,2A 2B f 3 4
Tye
5 6 12,2A 2B 3 4 5 6
Values in this table were developed for statewide application and are considered conservative. The local health
officer may require additional emitters or greater spacing(area) if soils are compacted or cemented,if soil structure
is poor,for sensitive sites or in areas of special concern.
2Drip trenches/beds in"Type 1A"soils must be filled with a minimum 2 feet of ASTM C-33 sand below the dripline
NI ' . and 6 inches(8-10 inches if frost is a concern)above the dripline. Minimum sand depth may be reduced to 1 foot
below dripline if pretreatment meets Treatment Standard 2 (all three parameters). For Type 1B soil,use values in
the column corresponding to the soil type of the non-gravel soil component.
3Where slopes are >20%dripline spacing should be increased by one foot from the values outlined in this table
'Regardless of pretreatment and minimum(constructed) area requirements,permit applicants must set aside a total
area for primary and reserve drainfield equal to twice the area requirements listed under"Minimum Pretreatment".
Page 25 of 43
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Net Discharge, GPM Rev.12%Si
•
I WORKSHEET: •
To calculate the area required for your drip dispersal system you must know:
1. the quantity of effluent to be disposed of(in gallons per day) and
2. the soil acceptance rate (i.e. gallons per day per square foot).
Make a sketch of the dispersal area with contour lines.
WORKSHEET 1 -DISPERSAL FIELD DESIGN FOR SINGLE ZONE SYSTEM
fi.,. mac �„a ., '��' xkr�.-�ar•�:rc-�,'�x��, y�y,:..,
, it � 'S =.•'TZ-+ -y�'�L�YPR'�`���a' 'Y"... � � �a �'s.�C ,y _ "C�'�"��r`' „}. m t-,'G!„ e- "� u,fi.'�'�'C�,+.a... i�,G s' ....+z ',',�,��,—v'.'` a � '9..^xr a: X
µ x�r *
A) Quantity of effluent to be dispersed per day
360 gpd
B) Soil type or hydraulic loading rate Based on soil analysis
6:3C) loading rate(gal/sq.ft./day)
C) Determine the total area required Refer to State or Local regulations.
If none, refer to Table 1,page 8 and
square ft Divide gpd by loading rate. (A)/(Bii) •
DiKhoose the spacing between each
WASTEFLOW line and each Standard spacing is 2 ft.
WASTEFLOW emitter
i) Z- ft between ff
WASTEFLOW lines
ii) ft. between
WASTEFLOW emitters
E) How many linear feet of dripline in (Area/2)for 2ft. line spacing. (C)/2.0 or
the total area? (Area/1)for 1 ft. line spacing. (C)/1.0 or
(Area/0.5)for 6"line spacing. (C)/0.5
ft
Calculate the number of emitters
F) (Linear ft of dripline/2)for 2 ft emitter spacing. (E)12 or
c (Linearft ofdripline/1)for 1 ft emitter spacing. (E)/1 or
4 SO emitters (Linear ft of dripline/0.5)for 6"emitter spacing (E)/0.5
TTT
I
G) Choose pressure i p compensating or Classic See page 4 and Appendix 1,page 28
dripline
n WASTEFLOW Classic dripline or
kAlFPC 1t�2- 12
X WASTEFLOW PC dripline
H) Determine dripfield pressure Standard pressure is 20 psi.
Z5
•
psi WASTEFLOW Classic systems need between 15
and 45 psi(34.7 and 104 ft.)at the start of the dripfield
WASTEFLOW PC systems need between 10 and 45 psi
(23.1 ft.,to 104 ft.)at the start of the dripfield.
I) Determine feet of head required at dripfield Multiply pressure above by 2.31 to get head required.
I
j S8 ft. of head (H)x2.31
J) What is the flow o �3 See WASTEFLOW flow rates in Appendix 1.
rate per emitter? gph/emitter
K) Determine total flow for the area Number of emitters multiplied by the emitter,flow
vs
K3S rate at the design pressure.
C� gph Gph = (F)x(J) Gpm =gph/60
5 i� gpm
L) Select pipe diameters for manifolds and submains Based on total flow from (K)above, in gpm.
3/di
See schedule 40 friction loss charts on page 44
inches Optimum velocity is between 2 and 5 ft.per second.
M)Select size of Vortex filter or Based on total flow from (K)above, in gpm. See
WASTEFLOW Headworks minimum and maximum flow requirements
•
Vortex filter or for each filter in Appendix 2.
t,._J/1 0 75 Au- o
WASTEFLOW Headworks
N) Sketch a layout of the WASTEFLOW See Maximum Length of Run table in Appendix 1
lines in the dispersal plot to make sure
that the maximum lateral length of each
WASTEFLOW line is not exceeded.
j
14
Geoflow Design and Installation Manual
de
WORKSHEET 2 -SELECT PUMP
72117-"'w'.tA.. 'k. 7 _ ..8.`:W n' c. klievawawilk-r i:4?q'gg:-ii lnu.-w ta
0) Minimum pump capacity gpm From (K)above
P) Header pipe size I inches From (L)above
Q) Pressure loss in 100 ft. of pipe 2+grl psi Refer to PVC charts on page 34.
R) Friction head in 100 ft. of pipe ft. of head Multiply psi from (Q)above by 2.31
S) Static head
i) Height from pump to tank outlet. 4 ft. Number of ft.
ii) Elevation increase or decrease i 4 ft. Height changes from pump to dripfield.
T) Total static head I 0 ft. Add(Si) + (Sii)
•
U) Friction head
i) Equivalent length of fittings 2 ft. Estimate loss through fusings-usually
inconsequential for small systems.
ii) Distance from pump to field. (a 40 ft. Measure length of sub-main .
iii) Total equivalent length of pipe. ft. Add(Ui) + (Uii)
0 iv) Total effective feet. 44"` ft. (Uiii)/100 x (R)
v) Head required at dripfield 5P ft. See line(I) in Worksheet 1 above.
vi) Head loss through filter or Headworks 6 ft. See pressure loss for filters in
Appendix 2 or see pressure loss for
• Headworks box in Appendix 7.
Multiply pressure by 2.31 to get head loss.
vii) Head loss through zone valves 0 ft. See pressure loss in Appendix 4 for
electric valves. For manual or index
_ valves check with the manufacturer.
Multiply pressure loss in psi by 2.31 to
I . get head loss.
V)-Minimum Total friction head 1 I /g ft. .Add(Uiv) + (Uv) + (Uvi) + (Uvii)
p
W)Minimum Total Dynamic Head 1 33 r0 ft. Add(T) + (V)From line item(0)above
X)Minimum pump capacity %1'v gpm
NOTE: Some States and Counties require additional flow for
flushing. Please check your local regulations. If you need
help on flushing design, see Geoflow's flushing worksheet at
www.geoflow.com or call Geoflow at 800-828-3388.
Y) Choose the pump. Based on pressure,from line (W)above
p 1605 0 Model Number and flow from line (X)above.
Co 01)2.E>N
Manufacturer
January 2004 v. II 15
Drip Line Summary Sheet
Residential Design, Table 5
Soil Type 4
Bedrooms
Install a vacuum relief valve in each distribution sector. A distribution sector is that length of
drip tube beginning at the supply line/manifold and ending at the flush line/manifold.
emitters needed -use Geoflow Wastewater PC WFPC 16-2-12
emmitters @ 0.53 gph= gph or gpm.
Dose settings 12 doses per day, 40 g/dose.
Drip Line at 24"separation,emitters at 12"spacing(primary).
\ / Manual back flush of spin filter and drip lines.
/1-C-°t-"'"\ Bleed 1 psi through spin filter and 1 -5 psi through flush valve.
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All vacuum relief valves and head works must be housed in valve boxes to surface grade.
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