HomeMy WebLinkAbout13-OWTS Permit SetPARCEL ID: 2393-354-00-039
LEGEND
I
OWTS DESIGN CALCULATIONS 2016:
EXISTING ROADWAY/DRIVEWAY
3 -BEDROOM RESIDENCE AND 3 BEDROOM CABIN:
r i
• (75 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 3 BEDROOM)
• (75 GAL/PERSON/DAY x 1 PERSONS/BEDROOM x 3 BEDROOM)
0
_
PROPERTY
PROPOSED SEPTIC GRAVITY LINE
• DESIGN FLOW = Q = 675 GALLONS
10' BOUNDARY
LINE.
ss ss
PROPERTY BOUNDARY
TANK SIZING:
SETBACK.
ABANDON EXISTING
• SECTION 43.9 B. TABLE 9-1. 1250 PLUS TWO ADDITIONAL BEDROOMS
4" PVC LINE TO
Ni
N.�, FIELD.
SETBACKS
AT 250 EACH OR 1750 GALLONS.
ss
• USE EXISTING 2,000 -GALLON, TWO-COMPARTMENT TANK WITH
DOSING PUMP.
ABSORPTION AREA SIZING:
756SF MOUNDED
SAND FILTER
1"
12 PERFORATED,
PIPES.
W
m (-1
W
Z
O O
I-0 u)SYSTEM.
• LTAR RATE = 1.0 GAL/DAY/SF (USDA TYPE 0 UNDERLYING SOIL.
u)
0 Z
SYSTEM DESIGN WILL BE A 3' SAND MOUND WITH PUMP)
0'
IJ m
GRAPHIC SCALE
1
Q
• CALCULATED ABSORPTION AREA = A=(Qd/LTAR)=(750/1.0)
I 1
20
0 10 20
40 80
• PLUS ADJUSTMENT FACTOR OF PRESSURE DOSED BED OF 1.0
°
:
J
ss
^
- - - =
HEAVY
•• Qd = DESIGN FLOW = GAL/DAY
•• MIN. ABSORPTION AREA = 750 SF
-
oci
- -
INSPECTION WELL
ABANDON EXISTING
VEGETATION
(IN FEET )
63.2'
o
-- ---
(. )
TYP
4" PVC LINE TO
1 inch = 20 ft.
TOTAL DESIGN AREA FOR 6 BEDROOMS = 756 SF
6177
FIELD.
-TM
2"
2" PRESSURE PIPE IN MOUNDED SYSTEM:
6.C -
178
• ABSORPTION AREA PER DESIGN 756 SF.
VEGETATION
•• GROUND WATER PER SOILS REPORT AT 3' BELOW EXISTING
GRADE. OVER DIG OF 3' TO REMOVE TOP SOIL AND CLAY
LAYERS, THEN REPLACE WITH 3' OF SAND WITH TOP OF SAND
86LF OF 2" PRESSURE
LINE TO MANIFOLD BOX.
LINE.
FILTER AT EXISTING GRADE, THEN 1' OF SCREENED ROCK
INFILTRATIVE SURFACE AND THEN 1' OF TOPSOIL WITH TOP OF
TOPSOIL 2' ABOVE OF EXISTING GRADE.
•• INFILTRATIVE SURFACE SET 3' ABOVE WATER TABLE PER
UNLINED SAND FILTER DESIGN CRITERIA FOR LT1 TREATMENT.
•• FIELD VERIFY DEPTH OF GROUND WATER AND SUBSOILS AT
LOCATION OF PROPOSED FIELD AFTER EXCAVATION BY ONSITE
LINE TO SLOPE BACK TO
TANK.
EXISTING 2,000 GALLON
SEPTIC TANK WITH HIGH HEAD
DOSING PUMP ATTACHED
TO EXISTING GRAVITY
EXISTING
4" PVC LINES
GENERAL NOTES
HEAVY SEWER LINE.
VEGETATION
N FROM HOUSE
1. TOPSOIL: SOIL EXCAVATED FROM SITE ACCEPTABLE IF NO CLAY IS PRESENT.
2. THE BOTTOM OF THE BED SHALL BE LEVEL.
3. DRAINAGE SWALES ARE TO BE PROVIDED ABOVE AND AROUND THE BED AS NECESSARY, TO PREVENT SURFACE RUNOFF FROM
ENTERING ABSORPTION AREA.
4. VEHICULAR TRAFFIC IS PROHIBITED ON THE FIELD.
5. THE SAND MUST BE THOROUGHLY SETTLED BY FLOODING OR OTHER MEANS BEFORE THE DISTRIBUTION IS PLACED AT THE
FINAL GRADE.
6. BED BOTTOM AND SIDEWALLS MUST BE RAKED TO REMOVE SOIL SMEARS INCURRED DURING EXCAVATION.
7. NO EXCAVATION OF ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER AND USE OF RUBBER TIRE VEHICLES OVER
ABSORPTION AREA IS PROHIBITED
8. BOULDERS EXISTING WITHIN THE BED SHALL BE EXCAVATED AND BACKFILL SHALL CONSIST OF ONSITE SELECT OR PIT -RUN
MATERIAL.
9. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ORDERING SYSTEM PARTS.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS AND DEPTHS OF ALL EXISTING BURIED UTILITIES.
11. CLEAN OUTS ARE REQUIRED WITHIN 5 FEET OF THE HOUSE FOUNDATION, AT ALL BENDS EQUALING OVER 90 DEGREES AND
ATA MAXIMUM OF 100 LF SEPARATION ALONG THE SEWER LINE RUN.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WATERTIGHT COMPONENTS, PRIOR TO THE ABSORPTION
AREA, TO PREVENT INFILTRATION.
13. PUMP SIZING TO BE FINALIZED UPON ORDERING OF THE TANK AND FINAL ONSITE APPROVAL OF THE FIELD LOCATION.
14. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO ONE-HALF FOOT ABOVE FINAL GRADE.
VEGETATION
LINE.
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TO AND
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LOCATION.
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AREA
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0 N KARL HANLON �'�`GOv��'A HIGH COUNTRY ENGINEERING, INC.
x GARFIELD COUNTY, COLORADO .. , ,
(A L
m 1517 BLAKE AVENUE, STE 101,
271 WILLOW LANE C H Gig E G
� LENWOOD SPRINGS, CO 81601
W z ONSITE WASTEWATER �ti �PHONE (970) 9458676 - FAX (970) 945-2555
p TREATMENT SYSTEM �INEE�`� VYWW.HCENG.COM
. LOCATIONS
IREMENALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET
STATE0
16. THIS DRAWING DOES NOT CONSTITUTE AN OWTS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE COUNTY
OFFICIALS. ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE REPORT TO COUNT/AS BUILT
DRAWING.
17. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS
OR WATER SOFTENERS OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. GARBAGE DISPOSAL INSTALLATION AND
USE IS ALSO DISCOURAGED.
18. INSTALL BLUEBOARD INSULATION OVER SEWER PIPE WHEREVER DEPTH IS LESS THAN FROST DEPTH.
19. DUE TO THE ELEVATION OF GROUND WATER, THE ENGINEER MUST BE ONSITE AND A TEST PIT ADJACENT TO FIELD AREA WILL
NEED TO BE DUG TO VERIFY THE SOILS SELECTED AND REVIEW WATER TABLE DEPTH.
//, u)
// 1 00' WELL
/ SETBACK.
/
/ HEAVY
/
/ VEGETATION
/
/
/
H 0 U S E
-` 3 - B E D R 0 O N
\`
EXISTING
•
4" PVC •
LINE.
`
`•
W
/
20. SITE PLAN INFORMATION, NUMBER OF BEDROOMS, SIZE OF HOUSE PROVIDED BY OWNER.
21. LEACH FIELD MUST BE SURVEYED AFTER INSTALLATION FOR ACCURATE LOCATION FOR FINAL FIELD INSPECTION, AS-BUILTS
AND WRITE-OFF./
22. NO IRRIGATION DITCH FACILITIES ARE TO BE CONSTRUCTED ON THE SITE. ONSITE LANDSCAPE IRRIGATION WILL NOT BEI
APPLIED TO THE OWTS SYSTEM AREA EXCEPTING TEMPORARY FACILITIES TO ENCOURAGE GRASS GROWTH FOR THE FIRST YEAR.
23. DOMESTIC WATER IS TO BE PROVIDED BY THE ONSITE WELL.
24. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GARFIELD COUNTY/STATE REGULATIONS FOR ONSITE
/ SITE WELL
/ IN CABIN,
NORTHWEST
CORNER.
'
LAWN
AREA • HEAVY
• VEGETATION
‘
•0
'
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WASTEWATER TREATMENT SYSTEM DESIGNS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS
REFERRED TO IN THE ABOVE MENTIONED REGULATIONS.
R100.0'
25. CONCRETE SEPTIC TANK SHALL COMPLY WITH THE STRUCTURAL DESIGN CRITERIA OF ASTM C1227-12 (STANDARD
SPECIFICATIONS FOR PRECAST SEPTIC TANKS).
CABIN
I DRIVEWAY
3 - 3 E D R 0 0 IV
I
Exhibit
26. SOILS INFORMATION PROVIDED BY HP GEOTECH, PROJECT NO. 1060568, DATED JULY 26, 2006. SOIL GRADATION CONTAINED
GREATER THAN 35% ROCK WHICH RESULTS IN LTAR OF 1.0 GAL/SF. DESIGN OF SAND FILTER MOUND SYSTEM BASED ON PIT
PROFILE WITH 1 TO 1.5' OF TOPSOIL OVER 1 TO 1.5' OF SANDY SILTY CALY OVERLYING SILTY SANDY GRAVEL WITH COBBLES AND
SMALL BOULDERS.
I
1
'
'
[
MOUND SYSTEM SPECIFICATIONS
‘
/
1 3
1. GRASS, SHRUBS AND TREES SHALL BE CUT CLOSE TO THE GROUND SURFACE AND REMOVED FROM THE SITE.
2. THE EXCAVATED BED SITE SHALL BE TILLED TO A DEPTH OF 8 INCHES TO ROUGHEN THE SURFACE AND INCORPORATE THE
VEGETATION.` THIS CAN BE DONE WITH A PLOW OR CHISEL TEETH MOUNTED ON A TOOL BAR ATTACHED TO THE BUCKET OF A
`
`
/
/
/
BACKHOE.
3. A LAYER OF SAND SHOULD BE PLACED ON THE TILLED AREA. PLACEMENT OF THE SAND SHOULD BE SUCH AS NOT TO RUT OR
COMPACT THE TILLED AREA. ALL WORK SHOULD BE PERFORMED FROM THE SIDE SO AS NOT TO COMPACT THE TILLED AREA.
4. PLACE THE PROPER DEPTH OF SAND, THEN FROM THE SAND/GRAVEL INTERFACE AREA WITH THE AREA BOTTOM BEING LEVEL.
5. PLACE THE SCREENED ROCK (AGGREGATE) TO THE SPECIFIED DEPTH AND AREA.
• PROPERTY
\ LINE.
\
`/
\`
SHED
SHED
/
/
/
/
/
6. PLACE THE PRESSURE DISTRIBUTION PIPE, CONNECT IT TO THE SEWER AND COVER WITH AGGREGATE.
7. COVER THE AGGREGATE WITH A GEOTEXTILE FILTER FABRIC.
\ i
`� �/
8. PLACE A MINIMUM OF 12 INCHES OF SUITABLE SOIL COVER ON THE SIDES OF THE BED AND TO THE NECESSARY DEPTH FOR
GRADING ON THE TOP OF THE BED AND SLOPE ATA 4:1.
I f
����„`a
a� 0
(/C
9. FINAL GRADE THE BED AND SURROUNDING AREA WITH LIGHT WEIGHT EQUIPMENT SO SURFACE WATER MOVES AWAY FORM
THE BED AND DOES NOT ACCUMULATE NEAR THE BED.
10. SEED AND MULCH THE ENTIRE EXPOSED AREA TO AVOID EROSION. LANDSCAPE IWTH SHRUBS AND PLANTS AS DESIRED.
PRESSURE DOSING NOTES
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/:-40
"
29975 r
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1. MINIMUM DOSING SHALL BE 20 GPM PUMP AT 24 TOTAL DYNAMIC HEAD. DRIPLINE SHALL HAVE 16" HOLES DRILLED 4' ON I
CENTER FACING DOWN.
\��Nt�I-�'�
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Table 7-1 Minimum Horizontal Distances in Feet Between Components of an On-Site Wastewater Treatment System Installed After
November 15,1973 and Water, Physical and Health Impact Features
Ai-
Spring,
Well,
Suction
Line
Potable
Water
Supply
Line
Potable
Water
Supply
Cistern
1
Dwelling
Occupied
Building
Building
1 Property
Lines,
Piped or
Irrigation
Subsurface
Drain,
intermittent
Irrigation
Lateral,
Lake,
Water
Course,
Irrigation
Ditch,
Dry
Gulch,
Cut
Bank, Fill '
Area
Septic
Tank
42.0' -
Ditch
Drywell,
Stormwater
Stream,
Wetland
(from
0--------
\- EDGE OF GRAVEL ---
-----------,
I
Infiltration
Structure
Crest)
3.0
•
•
b
43.10 Design Criteria- Soil Treatment Area
(TYP.)
CO
r
itTreatment
..
Septic Tank, Higher Level
Unit, Dosing Tank,
Vault.
502
102
25
5
•
10
10
50
10
_
p
-
"o
Table 10-1 Soil Treatment Area Long-term Acceptance Rates by Soil Texture, Soil Structure, Percolation Rate and Treatment Level
1BED END PIPES
-
Long-term Acceptance Rate (LTAR);
Building Sewer or Effluent Lines
50
?
10
2520
102
102
502
102
-
(SOLID PVC)
•
•�
Soil Type, Texture, Structure and Percolation Rate Range
Gallons per day per square foot
-
Soil
USDA Soil
Structure-
USDA Soil
Structure-
Percolation
Treatment
Treatment
Treatment
Treatment Treatment
STA Trench, STA Bed, Unlined
Sand Filter, Sub-airfare
Dispersal
1003
252
25
20
10
25
503
26
5
Type
USDA Soil Texture
Shape
Grade
Rate (MPI)
Level 1'
Level 21
Level 2N1 I
Level 3' Level 3N''`
System, Seepage Pit
\A*"
}
Salt Type 1 with more
Minimwn
3-foot deep
Lined Sand Filter
50
102
25
15
10
10
25
10
5
`'
0
than 3396 Rock (2mm);
Soil Types 2-5 with more
Y
-
0 (Single
Grain)
<5
unlined
filter
Minimum 2-foot deep unlined sand filter regutredZ
1
1
14''0 BED PIPES
than 60% Rock (>2mm)
sand
required
Lined Evapo-transpiration Field or
Outside of Berm of Lined
50
10
25
15
10
10
25
10
5
(PERFORATED PVC) 2" SCH-40 PVC FROM SEPTIC TANK
1
Sand. Loamy Sand
-
❑
5-15
0.80
1.25
1.25
1.40
1.40
Wastewater Pond
INSPECTION WELL (TYP.)252
REFER TO FLUSHING DETAIL (TYP.)
2
Sandy Loam, Loam, Sit
Loam
PR
(Prismatic]
BK
(Blocky)
GR
(Granular)
2 (Moderate)
3 (Strong)
• 16-25
O.i3o
0.9D
0.90
1.00
1-00
Unlined Sand Filter in Soil With a
Percolation Rate Slower than 60
Minutes per Inch, Unlined or
Partially Lined Evapotrans-
System, Outside Berm
104
25
15
10
25
25
15
10
BED PLAN
2A
Sandy Loam, Loam, Silt
Loam
PR. BK,
GR
0 (none)
1 {Weak}
Massive
26-40
a.50
0.70
0.70
0.80
0.80
piration of
of Unlined Wastewater Pond, or
System Not Relying on STA for
Treatment Other than Aerosol
N.T.S.
3
Sandy Clay Loam, Clay
Loam, Silty Clay Loam
PR, BK,
GR
2. 3
41-60
0.35
0.50
0.50
v 0.60
0.80
--
1 Sandy Clay Loam, Clay
Learn, Silty Gley Loam
0
1
Massive
61-75
0.30
0.40
0,40
0.50
0.50
Vault Privy
50
102
25
15
10
10
25
10
--
4
Sandy Cby, CLAY, $lily
PR, 8K,
2, 3
76-80
0.20
0.30
0.30
0.30
0.30
Slit Trench Latrine, Pit Privy 4
100
502
25
NIA
25
25
100
25
N/A
Cloy
GPI
Sandy Clay, Clay, Silty
Clay
K.
1
MassiveTreatment
B1 120
0.15
0,20
0.20
0.20
0.20
System Not Relying on STA for
and Utilizing Aerosol
1003
102 50
125
10
0
253
10
10
BED OF 1 1/2" SCREENED FILTER FABRIC
0
ROCK, 12" THICK
Methods
TOPSOIL
5
Sell Types 2-4A
Platy
1, 2,3
121+
0.10
0.15
0.15
0.15
0.15
SLOPE TO SLOPE TO
12" MIN 4 DRAIN DRAIN 4
NOTE: Shaded areas require system design by a professional engineer.
NOTE; The minimum distances shown above must be ma reamed between the OWTS components end the features descried. Where soil, geological or Other
greater distanoeS may be required by the beat board of health or by the Water Quality Control Ccrnmissior pursuant to section 25-8-206, C.R.S. and applicable
or upgrading of existing OWTS where the size of lot precludes adherence to these distances, a repaired OIArrS shall not be loser to setback features than the
conditions warrant,
regulations. For repair
existing OWTS, as
�
\ \ \ \ \ N. \ \ \ 1
EXISTING GROUND 1 /////�///�///�/� //// / / /
\. \X\X\ /\ X\ /\ A • • •• • • \ \ •\ \\/\\,\\/�\���\�/\\\\
1 Treatment levels are defined in Table 6-3.
2 Unlined sand fliers in these soil types shall provide pathogen removal. design shat! conform to section 11.C.2.c, Unlined Sand Filters
reviewed and approved by the local public health agency. Components that are not watertight should not extend into areas of the root system of nearby trees_
1 Includes infiltration permitted as wells by the Division of Water Resources.
SURFACE �%/��, ,
•Higher long-term acceptance rates for Treatment Level 3N may he allowed For OWTS required to have a discharge permit. if the capability of the design to achieve a higher
galleries
2 Crossings or encroachments may be permitted at the points as noted shove provided that the waterer wastewater conveyance pipe is enraged for the
minimum setback
• •
®
loo-term acceptance rate can be substantiated.
distance on each side of the crossing. A length of pipe shall be used with a minimum Schedule 40 rating of sufficient diameter to easily slide over and completely
encase the
conveyance. Rigid s of at ur ed n a t ion to ds of the pipe. A of sufficient
le 40 rating must be glued osG
e nbottom
rthe iGOnveyan�nyipe
size to
\ 3 '
:>. ;
,..: ,.. .�'�\ �\ �\ �\ �\ �\
of the enc seamen plpent
accommodate pipe abaci be ddlledsin the lot west section of the rigid Gap that heats anhthe nThe areore
which ch,he pipe
0 N KARL HANLON /10,17V.I.,'eGOv�'HIGH COUNTRY ENGINEERING, INC.
I%) xGARFIELD COUNTY, COLORADO
01 n 271 WILLOW LANE H CE 1517 BLAKE AVENUE, STE 101,
GLENWOOD SPRINGS, CO 81601
N cn
z ONSITE WASTEWATER 1ti cli c-
�u PHONE (970) 945.8676 -FAX (970) 945.2555
p TREATMENT SYSTEM �iNEER`' WWW.HCENG.COM
passes through the end cepa shall be seated with an approved underground sealant compatible with the piping used.
1//////�'
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3 Add eight feet additional distance For each 100 gallons per day of design flows between 1,000 and 2.000 gallons per day, unless it can be demonstrated
engineeror geologist by a hydrologic analysis or the use of a barrier, eanSi8t+ng of a minimum 30 mit PVC liner or equivalent, that contamination will be minimized.
Treatment Level 3N and the local public heath agency Fres a maintensrce oversight program in accordance with section 14.6. of this regulatlen, the distance
by a professional
if effluent meets
addition is not
3'MIN.�
3' SAND FILL-PER GARFIELD
Flows equal to or greater than 2,000 gallons per day must be hydrological analyzed for few, velocity, hydraulic head, and other pertinent characteristics as means
distances required to minimize contamination as part ofthe Division site application process.
required.
of estimating
DISTRIBUTION
LATERALS
� COUNTY REGULATIONS 3' MIN FROM INFILTRATIVE
SURFACE TO GROUNDWATER
SECTION A-A
4 blew installations for pit privy and slit trenches not allowed.
N.T.S.
STATE SOIL TREATMENT AREA GUIDELINES (LTA)
STATE SETBACK GUIDELINES
NOTES:
1. CONCRETE TANK MUST MEET ASTM C1227-12 STANDARDS.
2. ADDITION OF A CHARCOAL FILTER VENT LINE FROM TANK CHAMBERS WILL PROLONG THE LIFE OF THE TANK CONCRETE, NOT REQUIRED.
2000 Gallon Top Seam
Item # Two Compartment
2000T-2CP-HH with High Head Pump
182"
REMOVABLE PVC CAP
INSTALL MARKER IF CAP
IS TO BE BURIED.
nFSIC,N NOTES"i
C,serA,xsea
FINISH GRADE
Design• 0per performance test per ASTIR
I •
'II DIA L� FE �f
• Top surface arse 87.75 ft'
��.
';
Xf J
fc 28 days; concrete 6,000 PSI...
Min.
Installation
��
REMOVABLE CAP
I L rD
WITH I T f l LID
0. '
o °�.
o�.o•0•
o°
o.
Tank
II
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oq . a
to be set on 5" min. sand bed or
poo gravel
• Tank to be backfilled uniformly an all
TANK
s ria
Ip
Y
"
4 - 1/2 VENT HOLES
+�
sides in lifts less than 24" and
�, �•
1 .5I' PVCSLIP MALE
mechanically compacted
• Excavated material may be used for
backfill. provided large stones are
Top
24•
„
PIPE THREAD
HREADbackfill•
_
.....
removed
View
FINAL
• Excavation should be dewatered and
tank filled with water prior to being put ,,,
In service for Installation with waterBea IAril9efc
-
Min.
JHeight
SOLID PIPE
\/ \fir
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�y C I- I
GRADE I I I I I
-
ADAPTOR
- - _�+ ti�TA�
'�I
table less than 2' below grade ' $adarui6er REBID
'
q Dimmed
�j/\\\\
4� L -I ;
I-
i�
,-
. Meets C1544-08 far resilient connectors
. Inlet and Outlet identified above
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` 1,51 DIA BALL
pipe
Delivered complete with internal piping
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4" COUPLING4"
RISER
• Secondary safety screen available with
,�
I4LE
PVC riser
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/\//\ \
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11
_
111
COUPLING\///
-IN
1'
��
Y� r��
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Nil/
1 1/2" SCREENED ROCK
4" 45° SWEEP BEND
7
�\
\
�+
4" SEWER LINE
ALLOWABLE BURY
(Based on water Table)
e''
56" ';
'
3' jj j
•
- �
\ 1 1/2" PERFORATED PVC
rte {') ea. -. rktales y - r I A PVC L ONG
T -
ALLOWABLE
BLL
/,\
•
' SAND
.4..1., SWEEP L�
WATER TABLE
EARTH
o' - o'
3' - o-
\/ 1
4" PERFORATED PIPE
FLOW
///z//\
AIP. {
r.-0"
3'-0'
\\/ /\\//\\/\\
15r
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\� //� //� \ //� //�
T
CiMilb
1-‘: :OM.+lig
2• - 0"
4` - O"
Pump:
Section
/� /�
41117 milF -
3' - 0-
4' - 0-
a Lowers TSS and improves
quaillytofield �
�IM14rR ■���---
g.
Vir
- -
im. wan { IN-SITU OIL
DRY
�' - o•
• Eath. system b mire*
en
CONCRETE BLOCK1(
Ar .
��
• Complete !ma'am talking.
mak
a a a a i
4" X 4" X 4" ��
PVC WYE
mounting and aterkup procedures)
'lents coniracfa available for maintenance* • Complete wormy
Digging Specs
Invert
Dimensions
Net Capacity
Net Weight
CLEAN OUT
ASSEMBLY
15' Long x 8' Wide
Inlet
Outlet
Length
Width
Min.
Height
Inlet Side
I
Outlet Totd
Lid
Tank
Total
x58' below inlet
56'
73"
ler
78'
92"
1559 sol
507 gal 2088 gal
5420 lbs
15530 lbs
21150 be
IN SP E C T
I O \ WELL DETAIL
FLU H I DETAIL
SEWER CLEAN OUT DETAIL
W ra 29395 GIand.317
Wastewater �1�3t�-67Br1 12.0.BacN.T.S.
1171VALLEY •• Systernet FEIC (719) 395-3727 Btlene Villa' CO 81211
h�T TO SCALE
N.T.S.
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