HomeMy WebLinkAboutSEP1992-00329 Idly ..
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-. JEFFERSON COUNTY HEALTH DEPA TMENT cj't00
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INSTALLER MORE PORT TOWNSEND,WASHINGTON 98368 RECEIPT NO. //?67 ,
NR
(206)385-9444, DATE g/7./ z BUILDER SEWAGE DISPOSAL PERMIT
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j Owner s'Ts. Address Phone E° I-
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Directions for locating site — GAf�.0(t f` cn O c
LOWe PRPt-i Fti 't_2) cs }, z cA
65c e-(`(1 r ' l� ( JUr"l `i'l D Fin 2 S Si
INSTALL NEW SYSTEM REPLACE SYSTEM PARTIAL REPAIR TANK/DRAINFIELt .8 co - `'
TYPE OF NO. OF SITE
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BUILDING �P' BEDROOMS n BASEMENT ��A' -SIZE '' 0
Previous site evaluation by SOIL TYPE DESCRIPTION I
Health Department
Yes - i No
1) `� c O
Z
Depth to maximum seasonal -3€6s C"‘'°f k,01,4-4,-• 103
water table Not e.i(1t ��ri -te 5 ;` t i
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Source of potable water supply 2)
Public Private • • 12.14 ?ve'l .%�1+1 t caw -4
Source type: Drilled well -X' -DAY 1' v" n Dug well foci" �.[.� �r�'+��V �° t2n
• Other 3) __ < x
EVERY APPLICANT HAS THE RIGHT OF G 3s"V 51‘t !rj vR 2
APPEAL AS PER JEFFERSON COUNTY ���d `73`'`� \$ %�-'vM .._�_...._.. �
ORDINANCE 2-77. 4) ___-- _
hcil 1 .AM t.,0/ c3 '-'( ��
SIGNATURE ow • • • tdiRii[I, 1 z
ANY RpMO OF OR MAJOR DISTURBANCE OF SOIL IN THE PROPOSED OR APPROVED DRAINFIELD to D
AREA MAY CREATE SITE .CONDITIONS THAT ARE UNACCEPTABLE FOR THE INSTALLATIOt OF A § iNt '
U4SPOSAL SYSTEM. ANY CHANGE IN BUILDING OR SEWAGE DISPOSAL PLANS (INCLUDING pc
��Y'JiC'� Lt.f�
PLUMB I NG STUE3UT LOCATION) AND/OR LOCATION CF HOUSE OR DRAINFIELD INVALIDATES THT S • 1
Call Health D .�,
I -
PERMI T UNLESS PR I OR'APPRVAL I S OBTAINED FROM THE HEALTH DEPARTMENT.
for final inspection). STUB OUT PLLVBING ABOVE FOUNDATION FOOTING, 2- O
Drainfield LengthiS Trench widths Tench depth 3e No.lines ,ct Tank size 24-00 y
Soil type and application rate used for design O.SZ GPD/ftz -- pD ' r•
O
COMMENTS:: '♦
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APPROVED `DATE INSPECTED PARTI IN DATE 0
I certify that this system was installed in a manner approved by the Health Department m
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. - INSTALLER'S SIGNATURE DATE DATE INSTALLED
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JCH0,7784 C4- Et4 3'(a y—g3
• SEWAGE DISPOSAL PERMIT
JEFFERSON COUNTY HEALTH DEPARTMENT
615 SHERIDAN AVENUE PORT TOWNSEND, WASHINGTON 98368
(206) 385-9444
PERMIT NUMBER: SEP92-0329 ISSUE DATE: August 25, 1992
DATE RECEIVED/REVISED: AUGUST 7, 1992
Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL
SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY, WASHINGTON
ISSUED TO: NACO WEST
LEGAL DESCRIPTION: Section 35, Township 30, Range 2W
2261 OLD GARDINER RD
(Permit valid at this address ONLY)
PARCEL NUMBER: _002 353 003
SYSTEM DESIGNED BY: JAMES J. JAEGER, P.E.
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: AUGUST 25, 1993
Jefferson 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. HEALTH DEPARTMENT MUST BE CALLED
FOR FINAL INSPECTION.
TYPE OF SYSTEM: PRESSURE DISTRIBUTION SYSTEM --DRAINFIELD B
NO. OF BEDROOMS N/A
Drainfield Trench Trench Tank Size
Length 1520 ' Width 36" Depth 30" 2400 gallons
CONDITIONS
1) DIVERT ALL SOURCES OF SURFACE RUNOFF AWAY FROM DRAINFIELD AREAS.
2) SEPTIC TANKS AND PUMP CHAMBER ARE TO BE WATERTIGHT.
3) ALL COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM ARE TO BE COMPLETELY
PROTECTED FROM VEHICULAR TRAFFIC OR MECHANICAL DISTURBANCE.
4) RECOMMEND THE UTILIZATION OF LOW VOLUME WATER FIXTURES AND WATER SAVING
PRACTICES.
5) CHEMICALS AND OTHER HAZARDOUS WASTE MATERIALS ARE NOT TO BE DISPOSED OF
IN THE SEWAGE DISPOSAL SYSTEM.
■
.. r ` . • -
i
6) NOTIFY JEFFERSON COUNTY HEALTH DEPARTMENT 48-72 HOURS IN ADVANCE TO
OBSERVE PRESSURE TEST.
7) DESIGNER WILL PROVIDE A CERTIFIED LETTER AND ASBUILT DRAWING OF THE
SEPTIC SYSTEM WITHIN 30 DAYS OF INSTALLATION.
8) PROPER SYSTEM OPERATION, MAINTENANCE AND FREQUENT MONITORING WILL BE
DONE BY NACO WEST PERSONNEL. A BIANNUAL REPORT SUMMARIZING THE
MONITORING READINGS, WATER METER READINGS AND OTHER MAINTENANCE
INFORMATION WILL BE SUBMITTED TO JEFFERSON COUNTY HEALTH DEPARTMENT BY
THOUSAND TRAILS NACO CONSTRUCTION ENGINEERING GROUP (OR BY OWNERS OF THE
R.V. TRAILER PARK) .
FOR OFFICE USE ONLY FOR FINAL INSPECTION INFORMATION AND APPROVAL
SYSTEM INSTALLED BY 3-(.-7-7 Q/7��
ABSORPTION AREA:
DRAINFIELD TRENCH TRENCH TANK
LENGTH WIDTH DEPTH SIZE
PRESSURE TEST OBSERVED DATE
APPROVED SPECIALIST a);, DATE /S' 22..
COMMENTS
• c
•
AREA 'B'
AS-BUILT
INSPECTION REPORT
. Inspector James Jaeger/Keith Litchfield Permit # SEPT92-0329
Site Address 2261 Old Gardiner Road. Lower Systems
. Owners Name NACO West of Washington
Legal Description Sect. 35. TWP 30N. RGE 2W
ITEM COMMENT/MANUFACTURER DATE
INSPECTED
- Septic Tank (baffles, etc. ) 2 - 1200 Gal/Peni aaa Sep i Tanks 9/30
Pump Tank 1 - 1500 Gal/Penisula Septic Tanks 9/30
Screen Septic tank outlet screen inside last tank 9/30
Floats Mercury floats, set @ 1150 Gal./dose 9/30
Alarm audio/visual on local box, Orenco Sys. 9/30
Pump (include TDH) Goulds WE15H, 1 1/2 HP, 90 GPM @ 37.5' TDH 10/13
Transport pipe 2" diam. CL160 PVC/PW Pipe Co. 10/13
Manifold 2" diam. CL160 PVC/PW Pipe Co. 10/13
Barrier Material Filter Fabric/Fred Hill Materials 10/13
Cover Material Native cover 10/22
Sand Fill (met ASTM spec?) N/A -
Other (counter, timer) elapsed time meter in pump panel 10/22
Sandfilter Basin N/A -
Mound site preparation N/A -
Orifice Spacing (Lat.# and Spacing) 18 Laterals w/3/16" orifices
@ 10' o.c. 10/13
Residual Head (Lat./ and ft. Head) 18 laterals w/2' HEAD 10/22
Trench Width 36"
Trench Depth
COMMENTS (changes from design or deficiencies in installation)
Individual ball valves installed at each lateral near manifold.
RECEIVEe
RECORD/ASBUILT DRAWING ATTACHED
JAN 2 9 1993
FINAL AS BUILT
r�cd
JEFF. CO&N.ii
D -a=4�3 HEALTH CEPT..
ATE !
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•
I
NACO WEST DISCOVERY BAY
DRAINFIELD REPLACEMENT .w..
ENGINEERING REPORT
SITE LOCATION:
2261 OLD GARDINER ROAD
SEQUIM, WASHINGTON 98382
(206) 797-7020
CONTACT: CHET SATTERLEE, MANAGER
OWNER/ENGINEER:
NACO WEST OF WASHINGTON
12301 NE 10TH PLACE
BELLEVUE, WASHINGTON 98005
(206) 455-3155
CONTACT: JAMES J. JAEGER, P.E.
3 J.,4,r;,
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JUNE 15, 1992
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Project Overview
NACO West owns and operates the Discovery Bay R.V. park located off HWY 101
near Gardner. The park consists of 120 R.V. campsites, a central restroom,
cabana/restroom with laundry, office and lounge. There may also be a small beauty
shop near the front of the park sometime in the future. Two of the four washing
machines will be removed from the laundry.
The current method of sewage treatment and disposal utilizes a large centralized
septic system. The system components include a 10,000 gallon septic tank, a dosing
pump and 3,419 lineal feet of leach field. All sewage generated by the park flows
into this system.
During recent periods of high use, generally during the summer, effluent has been
surfacing in depressions throughout the east half of the leach field. Last fall several
backhoe test pits were excavated throughout the leachfield area. Observations of the
subsurface conditions indicate that the sewage disposal system was constructed as
a subsurface sand filter. The trench drainrock and distribution piping was placed upon
a layer of imported sand. The entire field is capped with sandy loam. At the time the
field work was performed, the drainrock and underlying sand layers were saturated.
The sewage disposal system was engineered, approved and constructed prior to
NACO West's ownership.
Past Repair Work
In 1991, 600 lineal feet of failing drainfield was abandoned. The abandoned drainfield
was replaced by installing new trenches between the existing lines. The repair work
did not solve the problem as surfacing effluent is still active during periods of heavy
park usage.
Proposed Drainfield Replacement
It appears that the existing system is being hydraulically overloaded. To decrease or
eliminate the probability of future problems, it is proposed that a portion of the
° sewage be "unloaded" from the centralized drainfield. This can be accomplished by
constructing two smaller fields in the locations shown on the enclosed site plan.
Drainfield "A" (upper drainfield) will service the pool cabana, laundromat, beauty shop
trailer, and managers office. Drainfield "B" (lower drainfield) will service the restroom
and lodge (activity building). Due to the system size, the new drainfields will utilize
a pump station and the field will be pressurized. The calculations, soil logs, and
reference materials that support the replacement system design follow.
•
. •
SEWAGE DISPOSAL SYSTEM DESIGN
DRAINFIELD "A"
A. Sewage Generating Facilities
1 . Pool Cabana:
a) Estimated maximum 120 users per day for 16' x 32' pool
(512 SF) (120 campsites x 1 .0 users per day = 120
users)
b) 10 GPD per user
c) Total: 120(10.0) = 1,200 GPD
2. Laundromat (attached to cabana):
a) Estimated 500 GPD per machine
b) 2 washers existing
c) Total: 500(2) = 1,000 GPD
3. Managers Office:
a) Maximum 5 employees
b) Estimate 25 GPD
c) Total 5(25) = 125
4. Small Beauty Shop trailer (sink only):
a) Estimate 200 GPD
Beauty Shop Subtotal = 200 GPD
5. Drainfield "A" Total Sewage Flow:
QT = 1c + 2c + 3c
QT = 1,200 + 1,000 + 125 + 200
QT = 2,525 GPD
B. System Design
(Refer to the pressure distribution calculations that follow)
•
•-SEPTIC SYSTEM PRESSUR TRIBUTION CALCULATIONS •
• DRAINFIELD AN — NACO WEST DISCOVERY BAY
SYSTEM CHARACTERISTICS
Dairy Sewage Volume = 2525 Gallons
Soil Type: Loamy Sand
Absorbtion Rate = 0.525 GPD/SF
Lateral Trench Width = 3 FT
Field Size = 4809.5 SF
Trench Length Required = 1603.2 FT Use 1600 Ft.for design
' PRESSURE DISTRIBUTION
Number of Offices:
Trench Length = 1600 FT
Orifice Spacing = 10 FT
Orifice Quantity = 160
Lateral Number = 32(Length = 50.0 FT Each Lateral)
Lateral Discharge and Orifice Diameter:
— Orifice variation in discharge shall not exceed 1096/lateral or 1696/system
— Residual Pressure = 2 FT
— Orifice Diameter = 3/16 INCH ( 0.1875 INCH)
Orifice Dishcarge Rate, Qd = (11.79)(d"2)(H,residual^1/2)
0.59 GPM
Lateral Discharge Rate,QI = (Qd)(#Orifices)/#Laterals
2.9 GPM
Pump Sizing:
Pump Discharge Required, (Qd x#Orifices) = 93.8 GPM
Total Head Required:
Elevation Head= 6 FT
Static Lift(basin depth) = 6 FT
Local Losses(estimated) = 5 FT
Orifice Discharge Head = 2 FT
Friction Losses:
f= (pressure,psi/100')(2.31 ft/psi)(line length)
Force Main: 2"CL.160 PVC; PSI Loss = 3.12 PSI/100'
Length= 117 FT
Head Loss= 8.43 FT
Manifold: 2"CL.160 PVC; PSI Loss = 3.12 PSI/100'
Length= 57 FT
Head Loss = 4.11 FT
Lateral: 1.26"CL.160 PVC; PSI Loss = 0.38 PSi100'
Length= 50 FT
Head Loss = 0.44 FT
Total Friction Loss = 12.98 FT
Total Dynamic Head Required = 31.98 FT
Use pump rated for 93.8 GPM @ 32.0 TDH
Use Hydromatic SP100H rated for 94 GPM at 32 TDH
DOSING&CHAMBER SIZE
Total Daily Discharge= 2525 GPD
Dosage Frequency= 2 dose/day
Dosage Quantity = 1269Z Gallons
Check:Dosage Volume > or = 4 x(manifold + lateral volume)
+ 1 X transport pipe volume 716 Gallons
Where; Manifold I.D. = 2.193"
Lateral I.D. = 1.532"
Transport I.D. = 2.193"
S
Gal >/= 716 Gal,Therefore OK
• Tank Depth for 2. dose/day
Use 1500 Gallon tank (5W x 10.5'L'x 5'D)
tsee Gallons = i i•1 C.F.
0-07- Depth = 3,2.1 FT= 3$3.6
Float Settings:
Use 3"Pump Base
Pump Off= 6"
Pump On= 445'
H.W.Alarm = 50.5"
•
• •
II. DRAINFIELD "B"
A. Sewage Generating Facilities
1 . Restroom
a) 2 showers @ 500 GPD = 1000 GPD
b) 3 toilets @ 150 GPD = 450 GPD
c) 1 urinal @ 100 GPD = 100 GPD
d) 6 sinks @ 50 GPD = 300 GPD
Restroom Subtotal = 1,850 GPD
2. Lodge
a) 2 toilets @ 150 GPD = 300 GPD
b) 2 sinks @ 50 GPD = 100 GPD
c) 1 residential dishwasher @ 50 GPD = 50 GPD
d) 2 kitchen sinks @ 50 GPD = 100 GPD
Lodge Subtotal = 550 GPD
Drainfield 'B' Total Flow = 2,400 GPD
B. System Design
1 . Loading Rate
a) Soil type = Y2 sandy loam, Y2 silt loam
b) Absorption Rate = 0.660GPD/ft2, 0.45 GPD/ft2
c) Average Rate = 0.525 &PD/-
2. Field Size & Lateral Length
a) Use 3' Trench Width
b) Sewage Volume = 2,400 GPD
c) Field Size = 2,400 GPD/0.525 GPD/ft2 = 4,571 ft2
d) Trench Length Required = 4,571 ft2/3 ft = 1,524 ft
e) Use 19 trenches each 80' long = 1,520 ft.
•SEPTIC SYSTEM PRESSURHIBUTION CALCULATIONS •
DRAINFIELD"B" — NACO WEST DISCOVERY BAY
•
SYSTEM CHARACTERISTICS
Daily Sewage Volume = 2400 Gallons
Soil Type: Loamy Sand
Absorbtion Rate = 0.525 GPD/SF
Lateral Trench Width = 3 FT
Field Size = 4571.4 SF
Trench Length Required = 1523.8 FT Use 1520 Ft.for design
' PRESSURE DISTRIBUTION
Number of Offices:
Trench Length = 1520 FT
Orifice Spacing = 10 FT
Orifice Quantity= 152
Lateral Number= 19(Length = 80.0 FT Each Lateral)
Lateral Discharge and Orifice Diameter:
— Orifice variation in discharge shall not exceed 1096/Iateral or 1 5%/system
— Residual Pressure= 2 FT
— Orifice Diameter = 3/16 INCH ( 0.1875 INCH)
Orifice Dishcarge Rate,Qd= (11.79)(d is 2)(H,residual''1/2)
0.59 GPM
Lateral Discharge Rate,Qi = (Qd)(#Orifices)/#Laterals
4.7 GPM
Pump Sizing:
Pump Discharge Required, (Qd x#Orifices) = 89.1 GPM
Total Head Required:
Elevation Head= 0 FT
Static Lift(basin depth) = 6 FT
Local Losses(estimated) = 5 FT
Orifice Discharge Head = 2 FT
Friction Losses:
f = (pressure,psi/100')(2.31 ft/psi)pine length)
Force Main: 2"CL.160 PVC; PSI Loss= 3.12 PSI/1 00'
Length= 150 FT
Head Loss= 10.81 FT
Manifold: 2"CL.160 PVC; PSI Loss= 3.12 PSI/100'
Length = 81 FT
Head Loss = 5.84 FT
Lateral: 1.25"CL.160 PVC; PSI Loss= 0.38 PSI/100'
Length= 80 FT
Head Loss = 0.70 FT
Total Friction Loss = 17.35 FT
Total Dynamic Head Required = 30.35 FT
Use pump rated for 89.1 GPM @ 30.4 TDH
Use Hydromatic SP1 00H rated for 90 GPM at 36 TDH
DOSING&CHAMBER SIZE
Total Daily Discharge= 2400 GPD
Dosage Frequency= `.dose/day
Dosage Quantity = I Z.CQGallons
Check:Dosage Volume >or = 4 x(manifold + lateral volume)
+ 1 X transport pipe volume 716 Gallons
Where; Manifold I.D. = 2.193"
Lateral I.D. = 1.532"
Transport I.D. = 2.193"
?00 Gal >/= 716 Gal,Therefore OK
• Tank Depth for 2. dose/day
Use 1500 Gallon tank (5W x 10.5'L'x 6'D)
t5ee Gallons = 1190.4 C.F.
'ZOV Depth= 3.o b FT = 3��? U E 3�:,
Float Settings:
Use 3"Pump Base
Pimp Off= 6"
Pump On= 44 u
H.W.Alarm = SO"
• •
SOIL LOGS"
Soil Log #1
O - 12" - light grey silty loam
12" - 30" - silty clay
30" - 66" - gravelly sand
Soil Log #2
O - 18" - light grey silty loam
18" - 36" - silty clay
36" - 54" gravelly sand
Soil Log #3
O - 12" - light grey silty gravely loan
12" - 24" - sandy gravel
24" - 36" - silt
36" - 7' - silty sand
Soil Log #4
O - 18" - grey silty gravelly loam
18" - 30" - light brown sandy silt
30" - 60" - silty sand
60" - 7 - silty sand with gravel
'Note: Trench bottoms to be below 36" deep to reach the desired soils.
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TABLE 7-2
RECOMMENDED RATES OF WASTEWATER APPLICATION
FOR TRENCH AND BED BOTTOM AREAS (4)(11)(12)a
Percolation Application
Soi 1 Texture Rate Rateb
min/i n. gpd/ft2
Gravel , coarse sand <1 Not suitablec
Coarse to medium sand i - 5 1.2
Fine sand, loamy sand 6 - 15 0.8
Sandy loam, loam 16 - 30 0.6
Loam, porous silt loam 31 - 60 0.45
Silty clay loam, clay loamd 61 - 120 0.2e
a May be suitable estimates for sidewall infiltration rates.
b Rates based on septic tank effluent from a domestic waste
source. A factor of safety may be desi rabl a for wastes of
significantly di fferent character.
c Soils with percolation rates <1 min/in. can be used if the
soil is replaced with a suitably thick (>2 ft) layer of loamy
sand or sand.
d Soils without expandable clays.
e These soils may be easily damaged during construction.
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per day per person for toilet wastes; 25 flwons per day per person for shower wastes,
bathtubs, and washbasins; and about 15 gallons per day per person for laundry
wastes.
For certain types of new establishments, the designing engineer may
be unable to obtain from his clients accurate estimates as to the num-
ber of patrons to be served by the disposal facilities. This is particularly
true in the case of restaurants and at recreational places, such as picnic
areas, country clubs, and the like. In such cases, computations and esti-
mates may best be made from the number of plumbing fixtures in-
stalled. Table 9 indicates average values for quantities of sanitary
wastes per fixture at country clubs with modern plumbing.
Table 11.-4s.. . Saw hew country dabs
Gallons per
Type of fixture day Gallons per
fixture Type of fixture day per
fixture
•
Showers 500 Toilets .
Baths
300 Urinals 150
100
Lavatories 100 Sinks
5d
Estimates of sewage quantities from golf clubs should be checked and
calculations based on the weekend population. Allowances of 10 gallons
per person for showers and 7 gallons per person for toilet and kitchen
wastes, both for the average weekend population, have been found
reasonable.
Table 10 shows one method used in estimating the amount of sewage
discharged hourly during the hours when public parks are open. Simi-
lar figures may be used for fairgrounds, carnivals, ball parks, etc.
Table 10.-1a..N low as Robk p.rfu
(During hours when park is open)
Gallons per Gallons per
Type of fixture hour per Type of fixture hour per
fixture
fixture
Flush toilets....... . 36 Showers
Urinals.......... 100
• �•- 10 Faucets 15
ESTIMATES OF SOIL ABSORPTION AREAS
With information from percolation tests and with due consideration
to the results of test borings or subsurface explorations, as explained in
•
as
} n
• ,
Dimensions an d
p .
Performance Data
100 Models:
- OSP33,SP5OH,
8o SP100H, SKH150
0
. z SKH150
-I 60
O11 :%Yt^q,CI .-.:•••-•%-.•i 1,��- H �'
40 ///
1r,•
20,
.OSP33 i SP100H IàoSP5CH
120 140 160
U.S.GALLONS PER MINUTE
MODEL TYPE DISCH. HP CAPACITIES SOLIDS
GPM to HEADS to PASSED
{feet) (feet) (Inches)
OSP33 Automatic and manual 11/4 + 1/3 60 25 � =(�,�_\/ i' O°� ! - • 7
•
SP5OH Automatic and manual 2-3 +* 1/2 110 50 3/4
SP100H Automatic and manual 2-3 +* 1 140 60 3/4-------' '-
SKH150 Manual 11/2 * 1Y2 45 130 3/4 --:-i=' 'C '
*available in three phase with magnetic starter with ambient compensated overload
located in control panel. )
+available in all bronze construction.
A NI !,\J ,
I�t�- -ti-
FC1, -F-C2 >'
- D
E A
'OTE CASTING DIMENSIONS
, 4 r714 I\•
MAY VARY•i e'
kwxerzivri
• 11—ma.110-1.111 B -�►Y V ■ ■ ±. TOW
MODEL A B C1 C2 D E
OSP33 91/4 25/16 41/8 61 43/4 NA
SP5OH 1231,6 6 43/8 81/8 57/8 NA
SP100H 123f16 6 4% 8'/a 5% NA
SKH150 167/,6 33/32 3'9/32 63/16 5 19
Dimensions are in inches
HYDR-D-mark .
PUMPS
A Division of Wylain,Inc.
Post Office Box 327.419/2893042
Claremont 8 Baney Roads,Ashland,Ohio 44805
Canada—Wynn,Canada Ltd.LNO,125 East Dr.,Brampton,Ontario LIIT 1C2
international Sala—Ashland.Ohio Ulm 957432
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PVC BALL VALVE
ON EACH LINE
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PVC BALL VALVE
ON EACH LINE -
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ACTIVITY
BUILDING
MAINTENANCE
.� BUILDING
1
Y�
EXISTING 750 GAL CAPACITY
SEPTIC TANK
SEE NOTE 1
PARKING /
rrrr Y 1 10 11 ti�
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r r l! fr rr•� r 20' MIN+ l
r Y
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r ( r o PUMP STATION /
r rr �r r r 7 (SEE DETAIL)
r
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SEE NOTE 2.
7
r
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f m
3
I
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PR0 RTY LINE
555'± " OIA. PVC ® 2% (MIN.)
._.,,
145'
10 (MIN.) 162•
CLEANOUT T - t +�- •-- - - °- -. � _ .... PUMP STATION STATION • 0 9.
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TWO-WAY ROAD.
TWO-WAY RDAi
60'
1
RESTROOM
2 EA. 1200 GAL SEPTIC /
TANKS MATH BAFFLES
REMOVED _
SEE NOTE 1,""V
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PVC BALL VALVE
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DRAINFIELD "B" 1
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SURVEY
POINT,
1EY TlQrJg
1.
97.8
m
95.3
3.
90.8
2
98.5
(SOIL LOG)
5.
93.4
6.
91.8
SOIL LOG)
W
90.5
TOP BANK)
8.
98.8
9.
98.3
SOIL LOG)
10.
95.7
SOIL LOG)
ACTIVITY
BUILDING
MAINTENANCE
.� BUILDING
1
Y�
EXISTING 750 GAL CAPACITY
SEPTIC TANK
SEE NOTE 1
PARKING /
rrrr Y 1 10 11 ti�
�rlr rrl Za'_
r r l! fr rr•� r 20' MIN+ l
r Y
2/ rrl f�riJ O
r r r r fgo It
r ( r o PUMP STATION /
r rr �r r r 7 (SEE DETAIL)
r
rr r r rr r rr r rr IN -LINE FILTER
lr i r rrrr r
0
4
SEE NOTE 3 /
PARKING
/
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TRADING
POST
/ 7TT
T
PARKING
4j/
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5
R
J
MONITORING
WELL (TYP.
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SEE DETAIL. /
SEE NOTE 2.
7
r
/ 0
f m
3
I
I
PR0 RTY LINE
555'± " OIA. PVC ® 2% (MIN.)
._.,,
145'
10 (MIN.) 162•
CLEANOUT T - t +�- •-- - - °- -. � _ .... PUMP STATION STATION • 0 9.
0
I it04 1 1 1 1 1 to I I I I 1 1 1 1' 1 I (T�.) 6
(SEE DETAIL) - r t -t I I 1 1 4 5 7
TWO-WAY ROAD.
TWO-WAY RDAi
60'
1
RESTROOM
2 EA. 1200 GAL SEPTIC /
TANKS MATH BAFFLES
REMOVED _
SEE NOTE 1,""V
PLAY
AREA
of
1 I I I I I I I I { I I I MONITORING
I I 191 l l l l l l I I 1 1 1 1 1 WELL (TYP.
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I•I i l l l I► I I I i l l l l l I_ p,
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IN -UNE FILTER
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DRAINFIELD "B" 1
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SURVEY
POINT,
1EY TlQrJg
1.
97.8
2.
95.3
3.
90.8
4.
98.5
(SOIL LOG)
5.
93.4
6.
91.8
SOIL LOG)
7.
90.5
TOP BANK)
8.
98.8
9.
98.3
SOIL LOG)
10.
95.7
SOIL LOG)
11.
91.8
(SOIL LOG)
12.
90.0
(TOP BANK)
13.
100.0
14.
97.4
TOP BANK
15.
A3.7
TOP BANK;
16.
91.0
TOP BANK)
f
EXISTING DRAINFIELD
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