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GENERAL NOTES:- INVERT EL EVA T I ONS DESIGN CRITERIA:
ACCESS COVERS MUST RE V17HIN
9* MINIMLN. INVERT AT BUILDING: 102.15 DESIGN FLOW:
5' OF FINISH GRADE
1. THIS PLAN I$ FOR THE DESIGN AND CONSTRUCTION 04 5 3* MAXIMU14 COVER
w
INVERT IN SEPTIC TANK: 101,75 _"EDROOMS AT 1/0 G.P.D. PER
OF THE MAW DISPOSAL SYSTEM ONLY. FIRST 2 TO
RE MIN 2* OF PEA$TONE INVERT OUT SEPTIC TANKz 101.5 BEDROOM EQUALS 441L.-G.P.D.
LEVEL
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ALL CONSTRUCTION METHODS AND MATERIALS AM 4* PVC INVERT IN DIST. BOX: 101.04
M4/NTEX4NCF OF TW SEPTIC SYSTEM SHALL 314' - 1 112' DIA. NO GARBAGE GRINDER
COWNIM M A%W. D.E. P. TI ME 3 AND LOCAL SCHEDULE 46_� INVERT OUT DIST. BOX: LQQ, 87
WASHED STONE
loo, 71rw
BOARD OF HEAL lff NE04tATIONS. INVERT IN LEACH CHAMBER: 100.75
10/ 7 8 STANDARD INFILTRATOR$
SEPTIC TANK REQUIRED:
_J_ OUTLET W/4' STONE AROUND. I1 50 • BOTTOM OF LEACH CHAMBEk.---100. 25
J. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER 10' MIN. D-BOX 440 G. P.D. X 200% 880 GAL.
OF AAEA$ SUBJECT TO VEHICULAR TRAFFIC OR GREATER 1592 6AL ADJUSTED GROUND WATER: 95.75
SEPTIC TANK PROVIDED: 1500 GAL.
IrKM J ' IN DEPTH $IA4LL BE CAPABLE OF WI TH- SEPTIC TANK 61 CRUSHED $TONE BASE OBSERVED GROUND WATER: 95.75
STANDING H-20 WHEEL LOADS.
BOTTOM OF TEST HOLE: 95.5
SOIL ABSORPTION SYSTEM REQUIRED:
4, ALL SEWS PIPE $HALL BE SCHEDULE 40 OR PROF I L E: NOT TO SCALE INDEX WELL AIW 247. ZONE 8 DESIGN FERC RATE 5 MIN/INCH
-APPROVED EQUAL. 5197 READING-20.7. 0.0' ADJ SOIL TEXTURAL CLASS
EFFLUENT LOADING RATE 0.7 GPD/SF
5. SEPTIC TANK AND DISTRIBUTION BOX TO BE
B•63• - 440 GPD / 0, 7- GPDISF - 595 S.F.
PRECAST REINFORCED CONCRETE AND WATERTIGHT.
O. BEFORE CONSTRUCTION CALL 'DIG-SAFE'. PROVIDED: 6 STANDABD INFILTRATORS
100. EOW I
% We
1-800-322-4844 AND THE LOCAL WATER DEPT.os o
+103.7 W14 STONE AROUND. A-61 I F.
FOR LOCATION OF UNDERONOUND UTILITIES.
--------------
f. VERTICAL DATUM IS: ASSUMED
102. 41
SOIL TEST PIT DATA
FOR BENCH MARKS SET. SEE SITE PLAN.
INDICATES V INDICATES
+1".7 PERCOLATION OBSERVED
9. &XISTING CESSPOOLS TO BE PUMPED DRY AND
+102 6 TEST OR OUND NA TER
BACKFILLED. v%
I
I 7P*
EON 4 1 ve 600 EL. /03-0
MEDW F'*vo 4
95.75
Ears G. W. EL
I ,
102.
t
f 0. HORIZON TEXTURE COLOR OTHER 103.0
+100.3 LOAMY IOYR
E" 2 A SAND 312
S' JAP AMPLE 07.3
-VA 9 102.3
LOAMY I OYR
SAND 5/8
.............. ......................................
It IL
It LILACO 102.0 C MEDIUM /OYR
of p 1�4 SAND 816
s
I T46
VARIANCES REQUIRED:
TITLE 3: MAX IMU14 FEAS19LE COMPLIANCE
SECTION 15.212:lbl DEPTH TO GROUND WATER PATIO
*011STAME OF S' ABOVE ROW WATER IS
I - I I \CESSPOOL +102.3 100.27 95.75
SEQUINED. 4.5* IS PROPOSED. A 0.5' VARIANCE 1 0 07
I \EOW 3
IS REQUESTED. �J. +100. 12
Eor 3
&L
SEPTIC
VA
CESSPOOL FINSN AUVE 4. 1997
DATE: JUNE
AV. coo Nf
At. 4 14'
TEST By•
STEPHEN HAAS
EL - 103. 0
4 AMY VONHO E
WITNESSED By:
2 MIN/INCH
PERc RATE:
J4"WILLOW
_P 7- 0 _M S 0M
lef. a-M1o._�---, LOT 22 S YS TE DE
101.3
37624 1 S
F.
+Iw. I "A P -94 RA R (::-E-L N2 2
rar WE
YAR"OUTIIROR r, "A S
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