HomeMy WebLinkAboutpitkin.eh.264316101006 (2008)-MEMOEg
THE LOCATION OF EXISTING AND PROPOSED
IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A
PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE.
IT IS THE HOMEOWNERS DUTY TO ENSURE ALL
CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE
ACCURATE. ALL SETBACK DISTANCES SHOULD BE
CONFIRMED PRIOR TO EXCAVATION.
PUMP HOUSE
HIGH WATER FOR
ROARING FORK
RIVER
2" SCHEDULE 40
PIPE TO DRAIN
FIELDS
OBSERVATION
PIPE
4" PVC SEWER PIPE
WITH CLEANOUT
(2% FALL TO TANK)
EXISTING
1000 -GALLON
SEPTIC TANK
rO BE
ABANDONED
SCALE
1"=20'
NORTH
2000 -GALLON, TWO-COMPARTMENT
PRECAST CONCRETE SEPTIC TANK
WITH AX -20 ADVANTEX SECONDARY
TREATMENT UNIT.
PARKING
AREA
CHAMBER BED. THE BED MUST HAVE 6 ROWS
OF 12 CHAMBERS FOR A TOTAL OF 711 SF
INFILTRATCR(R) QUICK4(TM) CUT SHEET
12" ,=
34°
52"-
48"
CTIVE LENGTH)
FINISHED GRADE
4 FEET MIN
SEWER LINE - 4"
SCHEDULE 40 P.V.C.
SLIP-ON PVC CAP
DO NOT GLUE
EFFLUENT LINE
-4"SCHEDULE
40 OR 4" SDR
35 P.V.C.
INSULATED COPPER TRACER
WIRE MAY BE INSTALLED TO
LOCATE LINE IN FUTURE
r
SWEEP / 2 WAY CLEANOUT DETAILS
(N.T.S) TYPICAL
AdvanTex Treatment System
AX 20 Series - Mode 3a
Filtrate Return Line ---�
(minSlope. 1/8"/ft.)
Inlet
Inlet
Recii
with
Inlet
Discharge Filb
To Drain Field
AdvanTex
g0"
INFILTRATOR(R) QUICK(TM)
2" PVC CHAMBERS, 3' X 4'
LEVEL MANIFOLD ---\
2" EFFLUENT
LINE
TYPICAL PLAN VIEW - N.T.S.
QUICK4(TM) END CAPS
Dam,
ADVANTEX-20 NOTES:
1. CONTROL PANEL SHOULD BE MOUNTED IN 'LINE OF SIGHT'
TO TANK AND AX UNIT
2. DEDICATED 15A SERVICE FOR CONTROL BREAKER (IN OSI
PANEL) REQUIRED. FOR 115V PUMPS A 20A. SERVICE IS
SUFFICIENT.
TANK SPECIFICATIONS
CAPACITY REQUIRED = q X 1.5 X (30 HOURS/24
HOURS) = 1407 GALLONS
REQUIRED TANK = 2000 -GALLON,
TWO-COMPARTMENT, CONCRETE SEPTIC TANK
WITH AX -20 UNIT.
2" No. Vent
Dia. PVC Riser/Lid
;ompertment Tank
_._.ube® Pump Package
OBSERVATION/VENT PIPES (TYP.)
it II
End View
CROSS SECTION OF TYPICAL CHAMBER -TRENCHES
BACKFILL 4" SDR 35 PVC
COUND FREE OBSERVATION/VENT
F LARGE COBBLES PIPE WITH CAP
0 0
o 0,., o
EXTENT OF
EXCAVATION Ilk,_
^PIFY SURFACE
PLACE 6" OF SAND/
BENEATH BED MUST BE LEVEL
CHAMBERS
DESIGN NOTES:
5 -BEDROOM MAIN RESIDENCE, <6000 SF
3.7
2 -INCH PERFORATED
LATERALS SUSPENDED
WITHIN THE CHAMBERS
ENTIRE LENGTH. THE
LATERALS MUST HAVE
1/4 -INCH HOLES ON
1 -FOOT CENTERS FACING
DOWN. PLACE CAP AT
END OF EACH PIPE.
EXISTING GRADE
INFILTRATOR(R)
QUICK4(TM)
CHAMBER, 3' X 4'
BED MAY BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE
AVERAGE LOADING = q = 750 GALLONS PER DAY REMOVAL OF EXISTING VEGETATION.
PERCOLATION RATE = 11 MINUTES PER INCH
CALCULATED AREA = ((1.5 X q) X sgrt 11 / 5 = 747 SF THE SLOPE AT THE PROPOSED DRAIN FIELD IS APPROXIMATELY 5% TO
REDUCTION OF 10% DUE TO CHAMBERS IN BED = 672 SF THE SOUTHWEST. VEGETATION CONSISTS OF A FULL COVER OF
IRRIGATED GRASSES.
BED SPECIFICATIONS LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH
WIDTH OF BED = 18 FEET = 6 CHAMBERS LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON
LENGTH OF BEDS = 48 FEET = 12CHAMBERS INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE
TOTAL NUMBER OF CHAMBERS =72 DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE
TOTAL INFILTRATIVE AREA = 711 SF SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE
ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE
ONE TOTAL BED DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS
OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL
SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION
ALL SERVICE septic, LLC 0101 LITTLE TEXAS LANE _ PROJECT N0. 1518
°E NOODSPRINGS, C081602 PITKIN COUNTY, COLORADO UPGRADE ONSITE WASTEWATER SYSTEM DESIGN
08/08/08
970-618-5033 KEMPNER RESIDENCE