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Percolation Hole #1
Time Interval 15 Minutes
Water Depth
Drop In
@ End of
Water
Interval
Level
Pere. Rate
Inches
Inches
MPI
12.5
4.5
3.33
9.5
3
5.00
6.5
3
5.00
4.25
2.25
6.67
10.5
3.25
4.62
7.75
2.75
5.45
04-D
Percolation
Hole #1
0012
00
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1000
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Rate MPIn;
♦Pere.
6.00-y
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x
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0 2 4
6
8 10 12 14
Water Depth
@ End of Interval,
Inches
2/20/97 12:02 PM
PERCRATEAS
Percolation Hole #2
Time Interval 15 Minutes
Water Depth
Drop In
@ End of
Water
Interval
Level
Perc. Rate
Inches
Inches
MPI
12
4
3.75
10.5
1.5
10.00
9.25
1.25
12.00
8.25
1
15.00
7.5
0.75
20.00
Percolation Hole #2
50.00
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f
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Water Depth @ End of Interval, Inches
2/20/97 12:02 PM
PERCRATEAS
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Percolation Hole #3
Time Interval 15 Minutes
Water Depth
Drop In
@ End of
Water
Interval
Level
Perc. Rate
Inches
Inches
MPI
12.5
1.25
12.00
11.5
1
15.00
10.75
0.75
20.00
10
0.75
20.00
9.25
0.75
20.00
Percolation Hole #3
2/20/97 12:02 PM
PERCRATEAS
Percolation Hole #4
Time Interval
15
Minutes
Water Depth
Drop In
@ End of
Water
Interval
Level
Pere. Rate
Inches
Inches
MPI
14.25
1.25
12.00
13.5
0.75
20.00
12.5
1
15.00
11.75
0.75
20.00
11.25
0.5
30.00
��-
60.00
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50.00
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10
a
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11
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2 4
6
8 10 12 14 16
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PERCRATEAS
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GALLON SEP77C
TANK (ASBUIL T)
APPROXIMATE SYSTEM LOCA77ON
ASBUIL T WITH SWING 77ES ON
BEFORE PLACING NEW BUILDINGS AND; STRUCTURES ON THIS LOT, < APRIL 30, 1997
CONSULT THE COUNTY ,REGULATIONS FOR REQUIRED OFFSETS FROMI'N
THE SEPTIC TANK WASTEWATER CON YANCE PIPE AND THE 1 � f
NOTE.• THE APPROXIMA TE ASBUIL T SEPTIC SYSTEM HAS BEEN DRA WN
ON THIS DESIGN DRA KING. ALL NOTES AND STRUCTURES THAT
DO NOT SPECIFICALLY REFER TO THE ASBUIL T SYSTEM REFER TO
THE PROPOSED SYSTEM.
THE PROPOSED PROPERTY LINE NORTH OF THE SYSTEM SHOULD
BE MOVED 8' FARTHER NORTH (TO ENSURE PROPER OFFSET.)
THIS ADJUSTMENT CAN BE REFINED IF A MORE ACCURATE
SURVEY IS PERFORMED TO LOCATE THE NORTHERN END OF THE
INSTALLED SEPTIC SYSTEM.
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C900 CLASS 200 8" DIAMETER PIPE
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4" WASTEWATER LINE
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LEACH FIELD. I BOTT pF _
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INFILTRATOR CALCULATIONS
PVC SHED. 40 i /N 1" STAINLESS STEEL BANDS TREATED 1"X2" U) a
I PIPE. PRESSURE 1 �� REDWOOD RUNNER
RATED 220 PSI 1 Q A CLEANOUT MUST BE INSTALLED ANYTIME THAT THE PIPE - LENGTH of RUNNERS IS EQUAL TO THE U�
t _, • WASTEWATER 15 WORKERS (1 EXIST. BLDG., 2 FUTURE BLDG.'S, W/ 5 WORKERS PER BLDG.) LENGTH OF CARRIER PIPE BETWEEN BELLS. '� Q+ U
6 73F, t U C CHANGES SLOPE MORE THAN 1.5% WITHIN A HORIZONTAL FLOWRATE 15 X 35 GPD 525 GPD 0 Q
PIPE STIFFNESS 1 `'� DISTANCE LESS THAN 100'.
f OF 310 (ASBUILT) t a PEAKING FACTOR = 1.5 I
A CLEANOUT MUST ALSO BE INSTALLED AT A MINIMUM OF I
EVERY 100' OF PIPE. (NO PIPE RUN CAN EXCEED 100' 1.5 X 525 787.5 GPD
I 1 += Z WITHOUT A CLEANOUT) RIDGED END CAPS OF AT LEAST SCHEDULE 40 MUST BE GLUED OR SECURED IN A WATERTIGHT FASHION TO THE
1 t ENDS OF THE ENCASEMENT PIPE IN THE LOWER REGION OF THE RIDGED CAP SO THAT THE CONVEYANCE -
1 • PERCOLATION T = 35 M.P.I.
PIPE RESTS ON THE WOOD RUNNERS ALONG THE BOTTOM OF THE ENCASEMENT PIPE. THE AREA IN WHICH THE
1 �� a RATE PIPE PASSES THROUGH THE END CAPS SHALL BE SEALED WITH AN APPROVED UNDERGROUND SEALANT COMPATIBLE
t O p Q WITH THE PIPING USED.
TRENCH BED A= Q/5 X T `5 CASING D E T A 1 L =,
AREA
f t; o z Q = 787.5 GPD SEWERLINE {
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U A 931.8 S-F. N.T.S.
GRAVEL PARKING
I INFILTRATOR 50% REDUCTION
EXISTING FINISHED GRADE CONTOURS (TYPICAL) 931.8 S.F. x 50 REDUCTION = 465.9 S.F. w
1
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COMPARE WITH MAX. TREATMENT RATE OF 0.5 GAL/SF/DAY U N --
t t 787.5 GAL/DAY / 0.5 GAL/SF/DAY = 1575.0 SF 4'x4-x6• TREATED WOOD POST PAINTED FILL WITH GRAVEL w
99A 1575.0 SF x 50% REDUCTION = 787.5 SF
t _
GREEN AT ALL CLEANOUTS
�r i ,� 787.5 SF >> 465.9 SF, THEREFORE DESIGN' FOR 787.5 SF t2- THREADED PLUG 4 " r.
t MI 4 N Q
I i CLEANOUT ON
• INFILTRATOR 787.5 S.F./15.5 S.F PER UNIT = 50.8 UNITS ... USE 51 UNITS
f r 1 UILT. SYSTEM UNITS a- To a.
i 1 ,..4SB @ 6.25 LENGTH PER UNIT...318.75 LINEAR FEET OF TRENCH t- 1 4
(TYPICAL) „.<,� &'
1' N
- REBAR
4- SCH 40 PVC - - FOR LOCATW, PURPOSES.
TIE TO VERTICAL PVC WITH /9 MIRE.-
_ TOP OF REBAR AT V-0'
E I BELOW FINISHED GRADE. t+
i p E. d H
f I 20" min. OPENING - EACH COMPARTMENT E
O 0 0 ?
EXISTING BUILDING I E APPROX. LOCATION - A
TOP OF CONCRETE ELEV. 995.0 ; r OF POTABLE WATER z
45' LONG RADIUS ELBOW J J J
SUPPLY LINE
TRENCH WIDTH OR
V-8 Kim
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+ (FIELD VERIFY) INLET TEE a.
1 ------ --- - OUTLET TEE SELECT EARTH --_ / SCH 40 PVC 4 x q
I j THIS DESIGN PLACES THE WASTEWATER CONVEYANCE LINE --------- �; e _ 4. 3 0
I + APPROXIMATELY 20' AWAY FROM THE WATER SUPPLY LINE. (SEe OTE)
j THE LOCATION OF THIS WATER SUPPLY LINE SHOULD BE FIELD"* :s MIN - o
+ VERIFIED. THE WASTEWATER CONVEYANCE PIPE MUST BE ENCASED 'a . O
+ TRANSFER PIPE o tY n C 0)
+ WHEREVER CLOSER THAN 10 TO THIS WATER SUPPLY LINE. �o �� - Y1't f ro .°-, ° v
o o - _ SERHCE - • - `, � - - _ - N w ° o
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FIRST COMPARTMENT SECOND COMPARTMENT - C
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f r I TYPICAL SEPTIC TANK DETAIL / a
I + NOT TO SCALE J >
UNDISTURBEDEARTH f N
SECTION
_ t7
ELEVATION
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04
4 CLEANOUT DETAIL o
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f THE BOTTOM ELEVATION OF EACH TRENCH MUST BE CONSTANT FOR THE N O
99 - OA
BUILDING
ENTIRE LENGTH OF THE TRENCH.
I ! - SLOPE AWAY F[OM BUILDING
BOTTOM OF TRENCH ELEVATIONS MAY STEP DOWN A MAX. OF 9 BETWEEN SEPTIC -TANK NOTES
I ADJACENT TRENCHES. V
EXISTING f Ewsru,G 1. THE PIPE SHALL
PREVENT FAILURE BY
PROPERLY SUPPORTED 70 0_4 O N
ELL GRWND B SETTLING FOR A DISTANCE OF AT LEAST G ^
FIVE FEET FROM THE INLET AND OUTLET ENDS OF. THE SEPTIC TANK. ' �rrrrurrrF+1 Q Cp N
REFER f0 THE COUNTY REGULATIONS FOR REQUIREMENTS. �p RE6/fl
I TRENCH FOR ♦TRENCHES
INFILTRATOR (nP) - - yy1O�P•�� ��• ••
2. THE OPENING -COVER 6� SEPTIC TANK MANHOLE, IN
THE PUMP FOR 'HIS WELL IS IN THE WELL, THEREFORE THE 3' MAXIMUM COVER j o ; 5 cV
PROPOSED PROPERTY LINE ice,=_III II=��� _///- 2' MINIMUM COVER SPECTION PORT OR ACCESS PORT SHALL BE NO DEEPER w
I WATER SUPPLY UNE IS UNDER PRESSURE, NOT SUCTION. TRENCH THAN 8" BELOW FINISH GRADE. Tn:
- �a 23089 r: E-� �: m z
DISTRIBUTION PIPE -1// 3. SEPTIC TANK SHALL BE DESIGNED TO WITHSTAND AASHTO H-20 S U� k � Z
I 3 6 3 AXLE LOADS, OR BARRIERS SHALL BE PROVIDED TO EXCLUDE
NOTES.
6) ` ALL SURVEY WORK, PROPERTY LINE INFORMATION, AND EXISTING SITE PLAN VEHICLE TRAFFIC FROM THE TANK SITE. �f•• `:.•''" S Q W m �" Q
1) THE SYSTEM MUST RECEIVE FINAL INSPECTION PRIOR TO BACKFILUNG. PLEASE NOTIFY THE ENGINEER AT INFORMATION PROVIDED BY JOHN CURRAN AND ISOM AND ASSOC., UNDER DISTRIBu71oN PIPE 4. THE SEPTIC TANK SHALL BE DESIGNED TO WITHSTAND 5 FEET ,E ANDIQ;�`��` o v o 0
LEAST 24 HOURS BEFORE FINAL INSPECTION. SEPARATE CONTRACTS BY OTHERS.
TYPICAL TRENCH DETAIL OF SATURATED OVERBURDEN_--
7) THIS SEPTIC SYSTEM IS DESIGNED TO ACCOMMODATE THE WASTEWATER
2) CALL FOR U11UTY LOCATES BEFORE EXCAVATION. NOT TO SCALE 5. USE 4" SCHEDULE 40 PVC WHERE NOTED. I t�
3) FINAL GRADE ABOVE THE LEACH FIELD SHOULD BE GRADED TO PREVENT PONDING OF RUNJFF• GENERATED BY 15 WORKERS (5 WORKERS PER BLDG.) ONLY BATHROOM
SINKS AND TOILETS MAY BE CONNECTED TO THIS SYSTEM. NQ PETROLEUM NOTE: s. TRANSFER PIPE MUST BE 14" BELOW OUTLET INVERT, BUT
4 SYSTEM TO BE CONSTRUCTED IN ACCORDANCE WITH EAGLE COUNTY REGULATIONS. INSTALL INFILTRATOR To MANUFACTURERS RECOMENDAnON. ABOVE THE SLUDGE LAYER. a
PRODUCTS, CHEMICALS, OR OTHER SIMILAR SUBSTANCES SHOULD ENTER SIZE: STANDARD INFILTRATOR 3' x 6 1/4' x T'
5) SURFACE ACTIVITY MUST BE RESTRICTED ABOVE THE LEACH FIELD TO ACTIVITIES THAT WILL NOT OVERLY -THE SYSTEM. I W
COMPACT THE SOIL, OR CAUSE STRUCTURAL DAMAGE TO THE INFILTRATOR SYSTEM. 8) SITE IS LOCATED IN SECTION 10, TOWNSHIP 5 SOUTH, RANGE 85 WEST OF cn
THE 6TH P.M. 1) TRENCH TOLERANCE .10 PER 100 - o