HomeMy WebLinkAboutSite PlanG:\2019\19219\CIVIL DWGS\DE\19219-DE-OWTS SITE.DWG - Apr 21, 2020 - 12:58pm
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lie:
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S OPRIS
ENGINEERING, LLC.
CIVIL CONSULTANTS
MAINSTREET
RE
WIRE
FENCE
7
CAR502
81623
(970)704-0311
FAX:(970)-704-0313
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GENERAL UTILITY NOTES:
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1. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON THE
EXISTING SURVEY PROVIDED BY SOPRIS ENGINEERING. THESE UTILITIES, AS SHOWN,
MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE•
CONTRACTOR TO OBTAIN LOCATES OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
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2. ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, SHALL BE MAINTAINED IN
CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE
CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR
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ROCKFORD DITCH LATERAL SYSTEM
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INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION.
3. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO WITHIN THE
DESIGNED BY
PER
04/15/20
RECEPTION N o 23639
SITE BOUNDARIES. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA
WITHOUT THE PRIOR EXPRESSED CONSENT OF THE OWNER OR PUBLIC UTILITY
DRAWN BY
PER
04/17/20
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REPRESENTATIVES.
CHECKED BY
YTN
04/17/20
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4. ANY DAMAGE TO PUBLIC OR PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE
LIMITS WITHOUT THE PERMISSION OF THE PUBLIC OR PRIVATE OWNER OR UTILITY
DATE: APRIL 17, 2020
COMPANY REPRESENTATIVES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
5. ALL WATER SERVICES SHALL BE INSTALLED WITH A 7' MINIMUM DEPTH OF COVER. IF
JOB NO. 19219.01
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GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES, THE PROPOSED WATER MAIN
GRADE CAN BE VARIED PROVIDED THAT THE MINIMUM DEPTH OF COVER IS MAINTAINED.
6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION, SCHEDULING, AND
INSTALLATION OF NATURAL GAS, ELECTRIC, CABLE TELEVISION AND TELEPHONE
UTILITIES PURSUANT TO SPECIFICATIONS AND UTILITY SERVICE AGREEMENTS WITH
THE UTILITY PROVIDERS.
GENERAL CONSTRUCTION NOTES:
NDALE, CO
(STEM
PROPERTY LINE (TYP) BASIS OF BEARING
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1. ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A SET OF APPROVED CONSTRUCTION
N 89°22'00" W
145.00
r n
DOCUMENTS ON SITE AT ALL TIMES.
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SURVEY SOPRIS
2. AND PLAT INFORMATION FROM ISP BY ENGINEERING. THESE UTILITIES, AS
OWTS. SEE SHEET C 2.0 10'
m
0
w
SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE
10'
47'
-
CONTRACTOR TO OBTAIN LOCATES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
15'
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3. EXISTING CONTOURS ARE AT 1' FOOT INTERVALS.
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PROPOSED WATER
EXISTING OVERHEAD
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PROPOSED
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ELECTRIC
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SERVICE CURB STOP
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4. PROPOSED CONTOURS ARE AT 1' FOOT INTERVALS.
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1.0
W W
W
W
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5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATIONS AND PROTECTION OF
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ALL EXISTING UTILITIES SHOWN, ALL EXISTING UTILITIES NOT SHOWN, AND ALL PROPOSED
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ETC -C
PROPOSED
/ 28'
EXISTING
UTILITIES ON THESE PLANS. THESE UTILITIES EITHER UNDERGROUND OR OVERHEAD, SHALL BE
�-
UNDERGROUND GAS
MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE
H
$
$
02-BEDROOM
DWELLING /"
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T
CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGE TO, OR INTERRUPTION OF
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SERVICES CAUSED BY THE CONSTRUCTION.LLI
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+ 0 .5' ABO/.,
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6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING CONDITIONS
AUTSIDE THE NATED IMPROVEMENT AREA FROM DAMAGE. ANY AMAGE TO EXISTINGV
TTRUCTION
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J16'
CL
EXISTING FENCE
SOOO'
IPROPOSED
SETcHALL, A
AREAS OUTSIDE TEDES GNATED IMPROVEMENT AREA DURING COSA
MACE RESIDEN
AMENDED LOTS 15-16, BLK
ONSITE WASTEWATER TREP
BUILDING PERMIT AP
MINIMUM, BE RESTORED TO A STATE EQUAL TO ITS PRE CONSTRUCTION STATE.
WATER
ASSUMED LOCATION
SERVICE PIPEIGHT
ELECTRIC SERVICE PANEL
0
OF WAY
& EASEMENT
7. THE GENERAL CONTRACTOR SHALL PERFORM THE WORK ACCORDING TO ALL LOCAL
FORTH
TRANSPORTAT
ON OF NATURAL GAS
GOVERNMENT, COUNTY, STATE, AND FEDERAL SAFETY AND HEALTH REGULATIONS. IN
OTHER SUBSTANCE
"TRENCHING" "OPEN
'•
F--I
L < 1-
()
3
PER GR
NT RECORDED
AS RECEPTION
IN A PIPE
NOVEMBER 19, 2002
No. 614883
PARTICULAR, THE AND EXCAVATION" OPERATIONS SHALL COMPLY WITH ALL
CURRENT O.S.H.A. REGULATORY REQUIREMENTS.
FTc
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LO
ATED UNDERGROUND
GAS LINE
8. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY AFTER "NORMAL
WORKING HOURS". AT THE END OF EACH DAY'S WORK AND AT OTHER TIMES WHEN CONSTRUCTION
DAVID DYLAN MACE
MARCH 17,
2008
OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL
LOTS 15-16 & LOT D-BLOCK 9,
NOWN IF THERE
IS SERVICE TO
EQUIPMENT AND OTHER OBSTRUCTIONS FROM THE PUBIC RIGHT-OF-WAY.
etc
I
�tJB CT PROPERTY
x AMENDED TOWNSITE OF COOPERTON
RECEPTION No. 280258
-
PROPOSED
GRAVEL AFT
DRIVEWAY &
12' EXISTING
GRAVEL
c,
1 to
=
LOCATE
w OR 0 HER GAS
WAS P• EFORMED
ON ADJACEN
LINES
FOR OTHERS
PROPERTY
9. CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY OWNERS FORTY-EIGHT HOURS
PRIOR TO COMMENCEMENT OF WORK ADJACENT TO THE UTILITY.
ASSESSOR PARCEL 2393-284-09-015
DRIVEWA
I i
5 sq. ft. 0.280 acres
PARKING
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10. ALL GEOTECHNICAL RECOMMENDATIONS TO BE ADHERED TO.
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EXISTING �,_j
II
12" CMP
CULVERT
X
6128
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EXISTING ELECTRIC
SERVICE METER SET
FTc
12'
0
EEC
PROPOSED LEGEND
w0
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6129 H O
R:iORDDiTCH!
TELEPHONE, AND CABLE
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LTERALSYSTEM
\
SERVICE PEDESTAL6128
8" WL8 WLPROPOSED 8" WATER MAIN
Q
ETC ETC PROPOSED ELEC, TELE, CABLE
ECP3TIO9N No.
_J
PROPOSED CURB STOP
NI ELECTRIC
6129 -
T
TRANSFORMER
I-
0
EXISTING WATER LINE
GENERAL NOTES:
6127
X
1. THE OWTS AS SHOWN ON THE PLAN AND THE DETAILS WERE DESIGNED BY SOPRIS ENGINEERING.
X X -�
X X X145.00' X
2. THE PROPOSED LOT CONDITIONS AND SURVEY INFORMATION BY SOPRIS ENGINEERING AND OTHERS
/1 N 89$2�`�00� ►-PROP-MTV-ME
1 i 1
�[7y�C �TYP�
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3. THE EXISITNG LOT CONDITIONS PER COUNTY GIS DATA BASE, AERIAL MAPPING, LIDAR TOPOGRAPHY AND
Y W W
SURVEY INFORMATION BY SOPRIS ENGINEERING
WIRE
6130 FENCE
/
4. PRIMARY OWNER NAME AND ADDRESS: MACE, DAVID DYLAN
88 CEDAR ST
CARBONDALE, CO 81623
5. LEGAL SUMMARY: COOPERTON TWNSTE. BLOCK: 9 LOT: 15 AND 16 INCLUDES LOT D
6. SITE ADDRESS: 88 CEDAR ST, CARBONDALE, CO 81623
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11► 4I1
W W
W
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7. Parcel Number: 239328409015
8. GARFIELD COUNTY PERMIT #: ISSUED
9. CONTRACTOR:
DATE
REVISION
FOUND #5 REBAR &
/ /
PLASTIC CAP
00/00/00
XXX
L.S. 14111
/
III
1.5' CORRUGATED METAL PIP'
/
6128
--- -------------------
III
111
III
111
III
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GRAPHIC
SCALE
TITLE
SITE UTILITY DESIGN
CONSTRUCTION PLAN
10
0 05 10
20 40
DRAWING NO.
C-1.0
( IN FEET )
1 inch = 10 ft.
G:\2019\19219\CIVIL DWGS\DE\19219-DE-OWTS SITE.DWG - Apr 21, 2020 - 12:58pm
x
PRESSURE DOSE TRANSPORT PIPE. USE 1.25 SCHD-40 W/
S OPRIS
ENGINEERING, LLC.
3.0' MIN. DEPTH OF BURY. BED PIPE W/CL-6 ROAD BASE. INSTALL 2-COMPARTMENT 1250-GALLON CONCRETE SEPTIC TANK
Design Calculations OWTS
CIVIL CONSULTANTS
INSTALL AT MIN. 2.5% TO ALLOW DRAIN BACK TO TANK. (VALLEY PRECAST ITEM # 1250t-2CP-HH)
INSTALL WITH (2) 24" DIA. BY 24" DEEP RIBBED PVC RISERS W/ LIDS AT THE
INSTALL 4" RISER PIPE INSPECTION PORT AT SURFACE. INSTALL ORENCO SIMPLEX EFFLUENT PUMP ASSEMBLY.
EACH END CHAMBER (TYP.) (PVU57-1819-L) L) W/P300511 PUMP), W/ 1.25" DISCHARGE ASSEMBLIES.
NSTALL 1.25" FLUSH BALL VALVE ASSEMBLY ON
OWTS SYSTEM NOTES
Design Calculations OWTS
1. ALL MATERIALS AND INSTALLATION SHALL CONFORM TO STATE AND COUNTY ONSITE
Installation of an OWTS with a minimum 3-bedroom capacity. WASTEWATER TREATMENT SYSTEM (OWTS) REGULATIONS.
From County State Regulation 43:
502 MAIN STREET
CARBONDALE, CO 81623
(970) 70a-o311
FAX: (970)-704-0313
DEPTH TO TOP OF TANK FROM PROPOSED GRADE IS APPROX. 2'.
END OF EACH DISTRIBUTION LATERAL. BELOW
adopted
Minimum based 3 bedrooms = 6 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR
EACH INSPECTION PORT(TYP. END EA. ROW)tip'
INSTALL UNDERGROUND ELECTRICAL & CONTROL
PROPERTY LINE (TYP) PUMPS WITHIN SEWER PIPE TRENCH & CONTROLS. DIRECT BURY UV WIRES OR WIRES IN CONDUIT R
S
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population on persons.
First 3 bedrooms(2 persons/bedroom) Over 3 bedrooms(1personper bedroom)FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION AND EXCAVATION.
p / )
Gallons per day per person =75 gal/person/day, No peaking factor
Max. Design flow (Qd)gallons/day = (# of people) x (avg. flow)gal/person/day. 3. ALL SEWER LINES TO BE SDR-35 BEDDED IN CLASS 6, SDR-26 BEDDED IN SCREENED NATIVE
OR SCHEDULE 40 P.V.C. PIPE BEDDED IN SCREENED NATIVE MATERIAL UNLESS NOTED
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OWTS. SEE SHEET C-2.0 10,
RECOMMENDED LOCATION OF OWTS PUMP CONTROL BOX
I INSTALL PUMP CONTROL BOX IN LINE OF SITE WITH TANK
m
ELECTRICIAN TO PROVIDE CIRCUITS & WIRES FOR PUMPS
Ca)
Design flow Qd = 6*75=450 gpd OTHERWISE.
Septic Tank Design: Use a 1250 gallon, two compartment septic tank with abio-tube dosing assembly in 4. INSTALL A TWO-WAY CLEAN OUT ON THE SERVICE LINE FROM THE HOUSE.
the second chamber..
5. THE CONTRACTOR SHALL ENSURE ALL SEWER LINES AND SEPTIC TANKS ARE WATERTIGHT.
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28377
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10'
---- X
47
0.5
& CONTROLS TO CONTROL PANEL. ELECTRICIAN TO 15'ANY
Septic Tank Design: Use a 1250 gallon, two compartment septic tank with abio-tube dosing assembly in POTENTIAL PLUMBING LEAKS SHALL BE REPAIRED TO AVOID EXCESSIVE WATER
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CONFIRM WIRE GAUGE SIZE & COORDINATE INSTALLATION
ENTERING THE SEPTIC SYSTEM.
the second chamber.
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WITH PUMP SUPPLIER/ INSTALLER.
6. THE SEPTIC TANK SHALL BE INSTALLED LEVEL ON COMPACTED EARTH. INSTALL WATERTIGHT
$
$
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Sub Surface Conditions and Testing:
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RISERS AS NECESSARY TO BRING ALL REQUIRED ACCESS POINTS TO THE FINISHED SURFACE
1.0
m
w w
N, W w
w GRADE.
Subsurface soil investigations and USDA soil texture method tests were by Sopris Engineering
DESIGNED BY
PER
04/15/20
ti�
performed
_
$
$
12'
6ti
on April 6, 2020. The soils in the area of the proposed absorption field were sampled and characterized
7. A SANITARY BAFFLE TEE IS REQUIRED ON THE SEPTIC TANK INLET AND OUTLET. INSTALL THE
F-
ETC
PROPOSED
28'
by application of the USDA soil texture method test. The soils were tested to determine the hydraulic
INLET AND OUTLET TEES PLUMB AND IN A POSITION TO ALLOW EASY INSPECTION AND
DRAWN BY
PER
04/17/20
cc
p
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2-BEDROOM
loading rate and to confirm the appropriate absorptive surface level suitable for an intermittent sand MAINTENANCE OF TANK FROM THE TANK RISERS.
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DWELLING
r
filter treatment system in native soils. The soils below nil to 3 inches of topsoil consist of medium dense
CHECKED BY
YTN
04/17/20
FFE: + 0.5' ABOVE FG
loamy to loam to 0.3 to 4 feet below the The to be
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gravelly sand sandy material surface. soil appears 8. AN EFFLUENT FILTER IS REQUIRED. INSTALL A 4" EFFLUENT FILTER WITH THE TANK OUTLET
x
consistent across the site. SANITARY TEE OF THE SEPTIC TANK OR APPROPRIATE FILTER SYSTEM WITH A DISCHARGE
DATE: APRIL 17, 2020
PUMP ASSEMBLY. THE GRAVITY OR PUMP SYSTEM FILTER SHOULD BE INSPECTED EVERY SIX
EXISTING FENCE
1.25" PRESSURIZED
The native soils sampled from 1-2 feet below the surface are characterized as a soil type 1 consisting of MONTHS. THE EFFLUENT FILTER SHALL BE MAINTAINED AND CLEANED WHEN THE TANK IS
JOB NO. 19219.01
ETC ETC FT
MANIFOLD PIPE. c
16'
loamysand to sandyloam texture with moderategranular structure. Soils below 2 feet are increasingly
g Y PERIODICALLY PUMPED OR AS NECESSARY. INSTALL A SUITABLE EXTENSION ON THE FILTER
INSTALL CHAMBER
ON ALL END CHAMBERS
END CAP
4" GRAVITY SEWER PIPE
INSTALL @ 2% FTC
PROPOSED WATER
SERVICE PIPE
rocky becoming R-1 soils with more than 30% rock content smaller than 3/4". This soil has an effective WITH A HANDLE TO BE WITHIN 6" BELOW THE ACCESS LID.
loading rate for conventional soil treatment of 0.8 Gal/S.F./day for a level 1 conventional treatment
system. Due to limited area, rock content and to optimal treatment an intermittent sand filter is 9. THE TREATMENT BED MUST BE MARKED AND PROTECTED TO PREVENT DAMAGE FROM
ONDALE, CO
SYSTEM
ABSORPTION/TREATMENT FIELD W/
USE USE 30 QUICK-4 IN 3 ROWS WITH 10CHAMBERS
ABSORPTION AREA OF 563 S.F. THE CHAMBERS SHALL BE INSTALLED
,X
PER
x
PRESSURE DOSED BED
ROW FOR A TOTAL
AT LEVEL GRADE.
2 WAY CLEAN OUT
FT
c
L
provide
recommended. No free water was encountered in excavations on site. Groundwater levels are expected VEHICULAR AND LIVESTOCK TRAFFIC.
to be below 10 feet from the existing surface grades.
The soils are suitable for the installation of a sand filter treatment bed system that will be fully pressure 10. THE ENTIRE TREATMENT BED SURFACE MUST BE SODDED OR RE -VEGETATED WITH GROUND
dosed and utilize 24-inches of washed concrete sand. An additional soil evaluation will be performed COVER.
THE BOTTOM OF THE BED TO BE EXCAVATED TO MIN. DEPTH OF
3.5 FEET WITHIN THE
FTC
during construction to verify the soils in the proposed field excavation and to confirm that appropriate
NATIVE GRAVELY LOAMY SAND & BACKFILLED WITH A MINIMUM
LAYER. INSTALL WITH A MIN. 12" NATIVE BACKFILL COVER OVER
SEPTIC FIELD FINISH SURFACE APPROX. 6" ABOVE
24-INCH SAND FILTER
TOP OF CHAMBERS.
ADJACENT GRADES.
etc,
sand filter media is installed. 11. THE TREATMENT BED SURFACE MUST BE CROWNED TO DIVERT SURFACE DRAINAGE AWAY
FROM THE BED.
I Intermittent Sand Filter Treatment Unit/Absorption System Design:
1 1/4" PVC SCHD-40 CUSTOM PERFORATED PIPE DISTRIBUTION LATERALS.
DIA. ORIFICES EVERY 2.0-FEET ALONG THE PIPE & PLACE ON THE TOP
DRILL 3/16-INCH
OF THE ABSORPTIVE
PROPOSED 12' EXISTING
GRAVEL FT GRAVEL
c
12. THE DIMENSIONS SHOWN ON THE PLAN INDICATE MINIMUM AREA AND SEPARATION
I The treatment/absorption field is designed based on utilizing the effective Long Term Acceptance Rate DISTANCES FOR THE OWS COMPONENTS.
for intermittent filter treatment dosed distribution laterals
SAND SURFACE. USE WIRE STAPLES TO SECURE PRESSURE PIPE
TO SAND SURFACE.
DRIVEWAY & DRIVEWAI
(LTAR) an sand system utilizing pressure and
I 13. THE BED SHALL BE LEVEL WITH DISTRIBUTION PIPES INSTALLED FOR EQUAL PRESSURE
PARKING
gravelless chamber units as spray shields.. The new treatment system will consist of a fully pressure dosed
ORIENT ORIFICES BETWEEN THE FIRST AND LAST TO SPRAY UPWARD
(12 O'CLOCK) AGAINST
12,235 sq. ft. 0.280 acres
'`
I filter Treatment bed System 24-inch layer filter (ASTM-33, "washed ASTM-33 DISTRIBUTION.
INTERIOR OF CHAMBERS. DRILL FIRST AND LAST 3/16" ORIFICES ORIENTED
DOWNWARD AT
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sand with a of sand
BOTH ENDS OF DISTRIBUTION LATERAL TO ALLOW DRAINAGE
OF OUT OF PIPE.
I I Concrete sand"). 14. THE BED SHALL BE OVER EXCAVATED TO ALLOW PLACEMENT OF THE SPECIFIED SAND FILTER
I-
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^
6
1
[T TREATMENT MEDIA LAYER. THE BOTTOM SURFACE AND SIDEWALLS OF THE TRENCH TO BE
Long Term Acceptance Rate (LTAR)
CC
EXISTING
SCARIFIED AND RAKED AS NECESSARY PRIOR TO PLACEMENT OF THE LEVELING SAND.
12" CMP
� ' Considering the application of the new state regulation 43:
1
CULVERT
T\ Receiving Wastewater Treatment Level 1; loading rate for sand filter is (0.8 gal./S.F./day) for the minimum 15. THE TREATMENT BED SHALL BE CONSTRUCTED WITH CHAMBER UNITS PLACED OVER THE
/
6128
c 24" depth of secondary sand treatment media; SPECIFIED SAND LAYER FOR USE AS SPRAY SHEILDS. THE CHAMBERS, SAND AND
\ Loading factors; (Table 10-2, dosed application bed = 1.0)
w
pressure DISTRIBUTION PIPES SHALL BE COVERED WITH FILTER FABRIC TO THE SIDES OF THE
etc,EXCAVATION.
MACE RESIDENCE
LOTS 15-16, BLK 9, CARB
TEWATER TREATMENT
3ERMIT APPLICATION - BUILDING f
12'
A(sf) = Qd .: A = Area;
6129
LTAR LTAR = 1.0 Gal/S.F./day for secondary sand, ASTM-33, " Concrete sand" 16. THE MINIMUM COVER OVER THE TOP OF THE CHAMBER SPRAY SHIELD UNITS SHALL BE 12
-
ROCKFORD DITCH
Qd = flow (gal/day) = 450 gpd INCHES NOT TO EXCEED 18".
LATERAL SYSTEM
L.F.1=1.0 pressure dosing
6128 RECEPTION No.
17. THE BED CHAMBERS WILL BE BACKFILLED TO THE SURFACE WITH EXCAVATED MATERIAL
61ti9
x
23639
A(sf) = 450 gpd x 1.0 = 562.5 S.F. VOID OF ROCKS. THE BACKFILL MATERIAL SHALL NOT EXCEED 3" DIAMETER. A MINIMUM 4"
DEPTH OF TOPSOIL IS TO BE PLACED ABOVE THE BACKFILL TO THE FINISH SURFACE GRADE.
0.8 Gal/S.F./day
18. BALL VALVES SIZE PER PLAN SHALL BE INSTALLED ON THE TERMINAL ENDS OF THE
6129
Excavate a single 47 by 12 bed to a maximum 3.5 depth below finish grade. Backfill with 24 inches of ( )
ASTM-33, concrete sand. Install 3 rows of custom perforated 1.25-inch distribution lateral on top of sand PERFORATED DISTRIBUTION PIPE JUST BELOW THE 4" INSPECTION PORTS.
layer in the bed and cover with 10 Quick-4 chambers row for use as dose spray shields, as
per pressure
19. ALL INSTALLATION OF THE CHAMBER UNITS SHALL BE IN CONFORMANCE WITH THE
delineated on the plan.
MANUFACTURES INSTALLATION INSTRUCTIONS.
I'
6128
6127
X
THE ABSORPTION FIELD SHALL BE INSTALLED PER THE REQUIRED SETBACK DISTANCES:
10 feet from any line.
X X X X
property
X X X
25 feet from any potable water supply line.
i� 20 feet from any occupied dwelling.
�YQ w w 100 feet from any well, spring or cistern.
25 feet from drainage swale or ditches
GRAPHIC `ALE
WIRE
FENCE DISTRIBUTION SYSTEM NOTES:
1. EFFLUENT FROM THE SECONDARY SEPTIC TANK COMPARTMENT WILL FLOW TO THE
10 0 5 10 20
40
THIRD COMPARTMENT THAT HAS A BIO TUBE DOSING BASIN WITH A SIMPLEX HIGH
CONNECT 1.25" TRANSPORT LINE HEAD EFFLUENT PUMP ASSEMBLY. EFFLUENT WILL BE EQUALLY DISTRIBUTED TO THE
TO 1.25" PRESSURE MANIFOLD. TRANSPORT PIPE INVERT A MIN. TREATMENT BED VIA THE SPECIFIED INDIVIDUAL TRANSPORT LINE TO THE PRESSURE
2" HIGHER THAN INVERT OF MANIFOLD TEE CONNECTION. USE
MANIFOLD AT THE HEAD OF THE BED. (SEE PLAN CALLOUTS NOTES)
V
( IN FEET)
45°OR 22.5° FITTINGS.
Pump Selection fora Pressurized System - single Family Residence Protect J
0 <
CO
1 inch = 10 ft.
1.25" SCHD-40 PVC PRESSURE MANIFOLD W/ INDIVIDUAL
Mace Residence Pressure dosed sand filte°MNr
2. THE SPECIFIED CUSTOM PERFORATED PRESSURE DISTRIBUTION LATERALS WILL BE
INSTALLED BELOW THE CENTER OF THE SPRAY SHEILD CHAMBER ROWS ON THE SAND
L ■ �
� 1 1
I-
1.25" TEES OR ELBOWS TO 1.25" CUSTOM PERFORATED
�❑
LAYER SURFACE. THE DISTRIBUTION PIPES WILL HAVE 3/16" ORIFICES DRILLED AS
DISTRIBUTION PIPE
DISTRIBUTION1.25
Parameters
1...
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1 PF3d15
SPECIFIED AT EQUAL INCREMENTS ALONG THE PIPE. (SEE PLAN CALLOUTS)
I
Dischargeinches
AssTransportort
051
LOT , AMEN
ONSITE
CHAMBER END CAP
Length 6 feet
3. THE DISTRIBUTION SYSTEM SHALL DISTRIBUTE FLOW EVENLY ACROSS THE INTERMITTENT
Transport Pipe Class 40
Orenco Systems'
Incorporated
Transport Line Size 1.25 inches
SAND FILTER BED. THE MINIMUM SLOPE OF THE TRANSPORT PIPE FROM THE DOSING
Distridevati Valve Model None
'f
Max Elevation Lift 5 feet
Manifold Length 9 feet
CJ'ungerr�rfn• Wily the
i�"�ldDuey Wmr�'uuT
TANK TO THE PRESSURE MANIFOLD SHALL SHALL BE A MINIMUM 2.5% TO ALLOW FOR
DRAIN BACK. ALL DISTRIBUTION PIPING, CONNECTIONS AND FITTINGS SHALL BE
250 Gallon
Top Seam -
2CP
z.a
Manifold Pipe Class 40
WATERTIGHT AND INSTALLED TO INSURE EQUAL DISTRIBUTION THROUGH THE SYSTEM.
HAM
�WV
1
"
Manifold Pipe Size 1 25 inches
High
Head
�3 -
Number of Laterals per Cell 3
J PF�,�
with
.
Lateral Length a2 feet
ELECTRICAL NOTES
1250T-2CP-HHPump
Lateral Pipe Class 40
- -
�-
1. AN ORENCO SYSTEMS CONTROL PANEL SHALL BE INSTALLED BY A QUALIFIED INSTALLER
\ \ \ TYPICAL YARD LANSCAPED SURFACE
Lateral Pipe Size 1.25 inches
\�j/j�
orifice Size 3i66 inches
IN COORDINATION WITH THE ELECTRICIAN. WE RECOMMEND 110 VOLT ELECTRIC
/ A // OR AGGREATE PAVED SURFACE
orifice Spacing 2.5 feet
SERVICE BE PROVIDED TO THE PUMP. THE POWER SUPPLY FOR THE PUMPS AND
6" MIN.
"'�
Residual Head 2 feet Z90
Flow Meter None inches
PFaw�
\
CONTROLS SHALL CONSIST OF (1) 20 AMP DOUBLE POLE CIRCUITS FOR THE PUMP AND
Top
EXCAVATEDO90% MATERIAL COMPACTED
i
10 AMP SINGLE POLE CIRCUITS FOR CONTROLS. PANELS TO BE INSTALLED IN LINE OF
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TO STANDARD PROCTOR
Add -on Friction Losses 0 feet m
-
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SITE WITH TANK AND OR PUMP BASINS.
DESIGN NOTES
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• Design test ASTM
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Calculations E
-
per performance per
C1227
�f/�'
.
Minimum Flow Rate per Orifice 0.62 gpm I"'
2. THE CONTRACTOR SHALL INSTALL ELECTRICAL SUPPLY WIRE IN CONDUIT FROM THE
• Top surface area 56.25 ft°
20"CIMrM(�Ms
4
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SUITABLE BACKFILL OR CLASS 6 ROAD BASE
Number of Orifices per Zone 51
Total Flow Rate per Zone 31.9 gpm m
p
SERVICE PANEL TO THE WALL MOUNTED CONTROL PANEL.
• f c 0 28 days; concrete = 6,000 PSI
Min. F>f1"
/
1
= w
Number of Laterals per Zone 3 u
�5 Flow Differential 1st/Last Drifce 5.3
3. THE SYSTEM QUALIFIED INSTALLER SHALL INSTALL ELECTRICAL DIRECT BURY WIRES OR
Installation:
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y
4
E
WIRES IN CONDUIT FROM THE CONTROL PANEL(S) TO THE DISCHARGE PUMP
• Tank to be set on 5" min. sand
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TransportVelocity 6.9 fps
bed
YANK
4
c
ASSEMBLY'S JUNCTION BOX ON THE RESPECTIVE RISERS OVER THE TANK OR BASINS.
or peo gravel
Frictional Head Losses
, PF30el
INSTALL CODED WIRES PER CONTROL PANEL DIAGRAM. INSTALL ALL WIRES FOR PUMP
• Tank to be backfilled uniformly on
all sides in lifts less than 24" and
ID
1I
I
TRENCH CROSS-SECTION F 0 R
Loss through Discharge 7.1 feet
AND CONTROLS WITH CONDUIT SEAL NEAR SPLICE BOX. ELECTRICIAN TO COORDINATE
mechanically compacted
, . , ,
I2-
Loss in Transport 0.7 feet
-
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W/ SYSTEM INSTALLER. INSTALLATION CONSULTATION BY VALLEY PRECAST, INC.
• Excavated material may be used for
SDR - 3 5 H D P E 0 R SC H E D - 40 PIPES
Loss through Valve 0.0 feet
-
-
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ins
bockfill, provided large stones are
Less in Manifold 03 feet
TESTING, INSPECTIONS AND CONSTRUCTION MANAGEMENT
removed
• Excavation should be dewatered and
24" Minimum
Riser Height
N.T.S.
Loss in Laterals 03 feet
Loss through Flowmeter 0 0 feet
tank filled with water prior to being
put in service for installation with
/
-Add-or' Friction Losses 110 feet
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1. ADDITIONAL INSPECTIONS AND RECOMMENDATION WILL BE MADE BY THE ENGINEER
water table less than 2' below grade
Who
P
al'',
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Sal 1
as mat
DURING CONSTRUCTION TO APPROVE THE LAYOUT OF THE TREATMENT FIELD SYSTEM,
• Meets C1644-06 for resilient „
connectors
Pak.
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CROWN FIELD TRENCH TO MAINTAIN SUITABLE VEGETATIVE COVER
Vol of Transport Line 0.5 gals
• Inlet and Outlet identified above pipe I�OOt
• Delivered complete with internal piping
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DIVERT SURFACE WATER
Vol of Manifold 0.7 gals
Vol of Laterals per Zone 9.8 gals
`-y`«^•c,«'= -
2. PRIOR TO CONSTRUCTION OF THE PERMITTED SYSTEM THE ENGINEER SHOULD BE
• Control Panel to be mounted in sight
.+.• a_... = •."' ::'
�- •'
" r,
cr•
Total Volume 10.9 gals
; mocL,,,
CONTACTED BY THE PROJECT MANAGER/CONTRACTOR WELL IN ADVANCE TO PROVIDE
line of tank
sip
Rubber
I
TOPSOIL 1.25"SCHD-40 PVC
ADEQUATE TIME TO DISCUSS THE SYSTEM COMPONENTS WITH THE CONTRACTOR,
+ 4' Maximum bury depth
a
-
GRADE DISTRIBUTION MANIFOLD
Minimum Re Requirements
Pump q
°'°'"3; a= a -
ANSWER QUESTIONS, RESOLVE ANY CONFLICT ISSUES AND SCHEDULE INSPECTION SITE
Sward
,�
��EXISTING
dMh
`
19"
Design Flow Rate .9 gpm
Wirers aPs-.t:
VISITS BASED ON CONSTRUCTION PROGRESS. A PRE-OWS CONSTRUCTION MEETING WITH
DATE
REVISION
11
Total Dynamic Head 1515.4 feet
THE ENGINEER, THE CONTRACTOR,FIED INSTALLER IS
c�=yr r°,.. 0
-
+
''
r - r -
° 5 10 15 20 25 as 0
REQUIRED PRIOR TO ON OF THE OWTS COMPONENTS.
aj j j j
12' 8"
Net Discharge (gpm)
00/00/00
XXX
--'" "T
; -:49"
=
54'
.:: ;::;: :;:;: ....�
_ _ =e= _
f 1.50' (TYP.)
MIN. MAX.1
3. REGULATIONS REQUIRE THAT THE DESIGN ENGINEER OF RECORD PERFORM SITE
ALLOWABLE BURY
Water Table)
• �� e=
%; • • e-* e-� �•
p.S' (TYP.)
1
IAS-BUILTNDOCUMENTATION
(Based on
�e !.
-
OF THE SYSTEMTOHOE THE COUNTY AFTER
r
a-
1.0'(TYP.)
7'`
24"
WATER TABLE
ALLOWABLE
EARTH FILL
jd
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��f.
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I CONSTRUCTION IS COMPLETE. WE RECOMMEND THAT INSTALLED OWS COMPONENTS BE
�, • ... = 1
'
�.je'/
i SURVEYED TO OBTAIN REQUIRED AS -BUILT INFORMATION.
a' - O.
Z' - a"
` _
130" -
aryl =:= 14,4
\ GENERAL NOTES:
t' - 0"
3' - 0"
Section
UNDISTURBED EARTH
4. CONTRACTOR SHOULD DISCUSS ISSUES REGARDING SPECIFICATIONS, INSTALLATION AND
2' 0"
3' 0"
View
►
1. THE OWTS AS SHOWN ON THE PLAN AND THE DETAILS WERE DESIGNED BY SOPRIS ENGINEERING. OPERATION OF OWTS MECHANICAL SYSTEMS AND CONTROLS WITH THE
3 - 0'
_
4. - 0
SCREENED BACKFILL
36"
COSTUME PERFORATED PRESSURE PIPE WITH SUPPLIER/INSTALLER AND/OR THE ENGINEER.
DRY
4. - a"
■ Lowers l•SSand Improves effluent
NATIVE SOIL
1.25" TEE CONNECTION
ORIFICES AT 12 O'CLOCK 2. THE PROPOSED LOT CONDITIONS AND SURVEY INFORMATION BY SOPRIS ENGINEERING AND OTHERS
5. OUR DESIGN AND RECOMMENDATIONS ARE BASED UPON OUR EVALUATION OF THE
quality to1Ield
R 3. THE EXISITNG LOT CONDITIONS PER COUNTY GIS DATA BASE, AERIAL MAPPING, LIDAR TOPOGRAPHY AND
e Complete InetelletIon � g� per
SECURE PIPE WITH PUSH IN
STAPLES
EXISTING AND PROPOSED SITE CONDITIONS AND INFORMATION SUPPLIED TO US BY
INTERMITTENT SAND FILTER LAYER EFFECTIVE SIZE SURVEY INFORMATION BY SOPRIS ENGINEERING
0.25-0.6 MM, WITH UNIFORM. COEF.=<4.0 USE OTHERS. IF SITE CONDITIONS ARE FOUND TO BE DIFFERENT FROM CONDITIONS ASSUMED
mount and -up procedures)
QUICK-4 INFILTRATOR OR INDICATED, WE SHOULD BE NOTIFIED TO EVALUATE ANY EFFECT ON THE PROPOSED
'Service oontracte available far maintenance'•
\ \
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OR EQUAL BIO DIFFUSER \\ \ \ \ \ \ \ \ \ \ ���\
SPRAY SHIELDS ��\ ��\ ��\��\��\��\��\��\��\��
/ CONCRETE SAND-ASTM-33 4. PRIMARY OWNER NAME AND ADDRESS: MACE, DAVID DYLAN OWTS.
MACHINE COMPACT AND LEVEL TOP SURFACE 88 CEDAR ST
Digging Specs Invert Dimensions
Net Capacity Net Weight
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CARBONDALE, CO 81623
Min.
13' Long x 7' Wide Inlet Outlet Length Width Height Inlet Side
Outlet Total Lid Tank Total
PRESSURE DISTRIBUTION
PIPE CONNECTED THROUGH END CAP
12'-MIN.
5. LEGAL SUMMARY: COOPERTON TWNSTE. BLOCK: 9 LOT: 15 AND 16 INCLUDES LOT D ASSESSOR PARCEL 2393-284-09-020
NATIVE GRAVELLY LOAMY SAND SOIL
56" below inlet 56" 54"or73" 135" 80" 92" 843 gal
415 gal 1259 gal 3120 Ihs 10880 lbw
114200 Ibs
NOTE: WITH COBBLES ADDRESS:
TO CUSTOM PERFORATED DISTRIBUTION THE INTERMITTENT SAND FILTER BED MUST BE LEVEL. INSTALL CHAMBERS WITH INLET AND 6. SITE ADDRESS: 88 CEDAR ST, CARBONDALE, CO 81623 TBD CEDAR STREET
LATERAL PIPE END CAPS OVER SAND LAYERT FOR USE AS SPRAY SHEILDS. INSTALL INDIVIDUAL VACANT LAND
DISTRIBUTION LATERALS TO THE HEAD OF EACH CHAMBER ROW FROM A MAINIFOLD 7. Parcel Number: 239328409015
TITLE
SCARIFY/TILL BOTTOM SURFACE AND CONNECTING EACH CHAMBER ROW. CUSTOM PERFORATED PIPE TO BE LAID ON TOP OF 8. GARFIELD COUNTY PERMIT #: ISSUED
EXCAVATION SIDE WALLS THE SAND LAYER WITH ORIFICES ORIENTED UPWARD EXCEPT THE FIRST AND LAST ORIFICES
OWTS DESIGN
Phone: 719-395-6764
WVALLEY
TO BE ORIENTED DOWNWARD. INSTALL A 4" VERTICAL INSPECTION RISER FROM THE
MOLDED CUT OUT ON THE LAST CHAMBER IN EACH ROW. INSTALL A BALL VALVE AT THE 9. CONTRACTOR:
CONSTRUCTION PLAN
Fax: 719-395-3727
inc. A��� www.vEdleyprecast.com
PRECAST,GYP
END OF THE DISTRIBUTION LINE ACCESSIBLE FROM THE INSPECTION PORT TO ALLOW \ ip r
FLUSHING OF THE LINE. THE VALVE IS CLOSED FOR NORMAL OPERATION.
Buena vista, Colorado Email: esk@w'I mca oom
PRH„S'SURN,' DOSH,''D INTI'RMITTI'NT SAND I II,TH,'R SYSTI/M Know what's below.
DRAWING NO.
Call before dig.
you
WITH CIIAAIBH, R SPRAY SIII, fll,I�,S' CALL 2-BUSINESS DAYS IN ADVANCE
C-2.0
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MFMBFR UTILITIES