HomeMy WebLinkAbout83-1568 - Septic Design6
20 FT. MINIMUM FROM CELLAR
TOP OF FOUNDATION
ELEV. _ 114.00 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SANG
2
4` DCI MANHOLE
CONCRETE COVER
COVERS 4' SCHEDULE 40 PVC PIPE LOAM AND SEED
MIN. PITCH 1/8' PER FT. 2' LAYER OF
I 1/8` TO 1/2' 3
WASHED STONE
' 3,00 4' CAST IRON PIPE 13.33 MAX 111.08 MIN. REQUIRED
w (OR EQUAL) MINIMUM
PITCH 1/4' PER FT. z 1 CU. FT. OF
CONCRETE
FLOW LINE 11033 m ANCHOR
ELCV. _ .ilt-oQ -fMIN. LEV. E 11043 2' 0" e o e
e
L VEL o 0 0 10 EEV. 109.00
ELEV. _ _iiQ,iQ_ BAFFLE ELEV. _X10.22 6' SUMP ELEV. _119-05_119-05` DISTRIBUTION ELEV. 6 HIGH CAPACITY INFILTRATORS WITH
( LIQUID OUTLET BOX _SG' m_ STONE IN AN
4 FEET 14 INCHES r)FPTH TIFF {TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 00
( ♦ 11 X 48' X Ur TRENCH FORMATION
6 FEET 24 INCHES �SOO GALLON IF MORE THAN ONE OUTLET
7 FEET 24 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION " WELL N/A
F 8 FEET 34 INCHES ZONE
SEPTIC TANK 3/4' TO 1 1/2' CLEAN INDEX
r DOUBLE WASHED STONE SYSTEM (SAS) ADJUST
FREE OF FINES Ac SILT x 110.6
E SEWAGE DISPOSAL SYSTEM Rona OBSERVEDUSGS WATER TABLE PROBABLE WATER BE ELEV. 105.6
` NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ J94.00
Y
k
102.2
1 � �laG � �61• v4ii t0.i
41A
�C1�13.5 / 'r
k ,k t Q�pQ OE pF TESOIL
ST 1 01
I t. _-YE�
a 98.7 I BOX ' {
\ 1
I
s ( 1500 GALL N
I
y
SEPTIC TANK _ r SOIL
t . l
98.71 ! 1�®113.8 x / TEST 2
98.0 x 98. \ \ l �c • ( \
i
x 1 3
\ \ bnnaw= ria' 1
95 6 \ \
K 111.
W, \ x 1 1. \ \
0
OT \ \ \
107.7
107. r O \ri \ \ x 111.3
`100.4
k , \ x 97. \ °4J 1
97.8 \ /102.6/ ` \
[OT �T I \� \ 1 .6
AREA 57,262 S.F. N \`
UPLAND 43074 S.F. \ \ \
r LOWLAND 14,190 S.F.
73
4
ap
96.2 \ \ X 107.5
E96.3/
96 \I
t Aa�B , .4 / /IN ft
X 123.9
SOIL TEST '
DATE OF SOIL TEST A_UG. 1jyj0�_
SOIL TEST DONE BY $-�ETSER ENGINEERING
WITNESSED BY A. VON HONE
OBSERVATION HOLE 1 ELEV.- 114.50 OBSERVATION HOLE 2 ELEV.- 114.00 "
PERCOLATION RATE _< 2 MIN./INCH AT __LCL_ INCHES PERCOLATION RATE _ <__ MIN./INCH IN C HORIZONS
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-12
0/A
LOAMY'SAND
10YR3/2
NO
ROOTS '
12-36
B
LOAMY SAND
10YR5/8
splz m? GAG
235 GREAT WESTERN ROAD
508- 39 SOUTH 0. BOX
398-3922 02660
ROOTS
36-120
Cl
MEDIUM SAND
10YR6/6
DAA SEPT. 12, 2001
��
SCALE 1 _ 20 {
Fs �1
NO WATER ENCOUNTERED AT 190_ ELEV.
LEGEND:
EXISTING SPOT ELEVATION 00,0
EXISTING CQNTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR
SOIL TEST LOCATION t9
UTILITY POE -0-
TOWN WATER -W--
CATCH BASIN /ON
GAS LINE
CLEAN OUT C�
CESSPOOL C.P. O
q
DEPTH
I HORIZ
I TEXTURE
COLOR
MOTT.
OTHER
0-5
A
LOAMY SAND
10YR3/1
NO
ROOTS
5-22
B
LOAMY SAND
10Y145/8
splz m? GAG
235 GREAT WESTERN ROAD
508- 39 SOUTH 0. BOX
398-3922 02660
ROOTS
22-44
C1fIJEIUS�ND
t0YR6/6
DAA SEPT. 12, 2001
��
SCALE 1 _ 20 {
Fs �1
44-120
C2,
MEDIUM SAND
2.5Y6/4
NO WATER ENCOUNTERED.AT _1910"_ ECEV. _ __1114.120 �
'DESIGN CALCULATIONS
NUMBER OF BEDROOMS 4
GARBAGE DISPOSAL UNIT -�
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X 4 SR.) -44Q_ GAL/DAY
REQUIRED SEPTIC TANK CAPACITY _"a- GAL.
ACTUAL SIZE OF SEPTIC TANK 1500 GAL.
SOIL CLASSIFICATION _11
DESIGN PERCOLATION RATE < 'SMIN./IN.
EFFLUENT LOADING RATE -12,7-4_ GAL/DAY/S.F.
LEACHING AREA P_2gP3_ SQ. FT.
(11X48)F(59X2X10/12)
LEACHING CAPACITY (AREA X RATE) 1} 3A GAL./DAY
625.33 X 0.74
RESERVE LEACHING CAPACITY ,443,1$- GAL./DAY
NOTES:
t ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF _Y"Q41I1•L_ RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN C OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF "
WITHSTANDING H-20 LOADING.
4, ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL 'DIG -SAFE" AT 1-888-344-7233 AT EAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY,
8. PARCEL IS IN FLOOD, ZONE 0
9. LOT IS SHOWN ON ASSESSORS MAP 124 AS PARCEL 70
10. ALL DISTURBED AREAS ARE TO BE STABILIZED AND REVEGETATED.
It, SILT FENCE WORKLIMIT IS TO•BE INSTALLED BEFORE ANY WORK STARTS.
I \ _
OF Lt4
4 T. a
$ DUMAS
r
Q 6� APPROVED: BOARD
4, _ I TAF1�'� -
DATE
AGENT
I
Locus
4
ROUTE 6A
'R
RD
G,1/ 90
p,L
S
T�FFT
PROPOSED SEPTIC DESIGN
FOR
DONALD BONNER
PROJECT LOCATION IDT3
ROUTE BA YARMOUTH, LASS
splz m? GAG
235 GREAT WESTERN ROAD
508- 39 SOUTH 0. BOX
398-3922 02660
DAA SEPT. 12, 2001
��
SCALE 1 _ 20 {
Fs �1
REV.QCT. 1, 2001
Joe No. 5205=0
LOCATION MAP
REVISED
SHEET 1 OF 1
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