HomeMy WebLinkAbout59.199 - Proposed Septic Design (3)TOP OF FOUNDATION ( 20 FT. MINIMUM FROM CELLAR
ELEV, . -moo 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL
CLEAN SAND
F V-
R
SOIL TEST
DATE OF SOIL TEST .;MA LV /0e1949
SOIL TEST DONE BY%f / +TCR E/-161WCEAI//E
WITNESSED BY F) - I.)ELr c
OBSERVATION HOLE 1 ELEV.- i7•/0 OBSERVATION HOLE 2 ELEv.. /7,,P
PERCOLATION RATE "-2 MIN./INCH AT 940_ INCHES PERCOLATION RATE MIN.ANCH AT
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
4' SCHEDULE 40 PVC PIPE
LOAM AND SEED
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MIN. PITCH 1/8' PER FT.
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2' LAYER OF
7/!o
PROJECT LOCATION [.p7-lg
3 �
C
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Ff'/,� /-L/�(..� /
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1/8• TO 1/2'
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4' CAST IRON PIPE
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(OR EQUAL MINIMUM
235 GREAT WESTERN ROAD
508 0. BOX
132
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7/�
SOUTH
398-3922 02660
NOT REQUIRED
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1 L
v
DATE FEe a5, 2000
PITCH 1/4 PER FT.
0
Joe No. y 733 - O D
REWnsED
LOCATION MAP
Z
SHEET / OF /
1 CU. FT. OF
CONCRETE
r6, 6
FL OW UNE
rS9 3
ANCHOR
ELEV
tFL
MIN.
/br�S
LEVEL
10
•
ELEv. a
ELEV. - ,s 9 6' 3U P ELEV. _ l� 7
-_ — _ .i
e
ELEV.
BGAS�
DISTRIBUTION
LIQUIDDFPTH
OUTLET
, „_ma
`IR
_
y
BOX --�
G HIGH CAPACITY INFILTRATORS WITH
STONE
r02
y
4 FEET
14 INCHES
(TO BE PLACED ON FIRM BASE)
TO BE WATER TESTED
I IN AN
r
�r�
=
S FEET
6 FEET
19 INCHES
24 INCHES
1500 GALLON
IF MORE THAN ONE OUTLET
�� �� TRENCH FORMATION
3
7 FEET
B FEET
29 INCHES
34 INCHES
SEPTIC TANK
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION
N
WELL AI
3/4' TO 1 1/r
WASHED
SYSTEM (SAS)
ZONE
INDEX L.5
STONE
ADJUST a ,Y
SEWAGE DISPOSAL
SYSTEM PROFILE
USGS PROBABLE WATER TABLE ELEV. _
NOT TO
SCALE
OBSERVED WATER TABLE ( 7/10/9y ) ELEV.
BOTTOM OF TEST HOLE ELEV. _
v
F V-
R
SOIL TEST
DATE OF SOIL TEST .;MA LV /0e1949
SOIL TEST DONE BY%f / +TCR E/-161WCEAI//E
WITNESSED BY F) - I.)ELr c
OBSERVATION HOLE 1 ELEV.- i7•/0 OBSERVATION HOLE 2 ELEv.. /7,,P
PERCOLATION RATE "-2 MIN./INCH AT 940_ INCHES PERCOLATION RATE MIN.ANCH AT
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
��3
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SH,4a
/
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a
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/6 yz
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7/!o
PROJECT LOCATION [.p7-lg
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y
1'12
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rod
��'
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F�u� saNa
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�2,5y
SWEETSER ENGINEERING
"la
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235 GREAT WESTERN ROAD
508 0. BOX
132
//ti+a
7/�
SOUTH
398-3922 02660
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v
DATE FEe a5, 2000
SCALE _ e
WATER ENCOUNTERED AT 11 ' ELEV. = 7• /9
LEGEND:
EXISTING SPOT ELEVATION 00■0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION F05-.01
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE -0-
TOWN WATER —WSW
CATCH BASIN (ION
GAS LINE
CLEAN OUT C.
CESSPOOL C.P. Q
10 ALL U"'^1T1t'tf MAT'F'.F" :`-e.Aa F': F -uOYM r.= U`CDM AND FOR
A F'..r,rre r- 0• Al ga T!:: ii�nn.en FA:=.jTY Ann G�: REFL&, ED
r'TH VA.Twf"_AL AS _—_C!= PI 310 63 1&2.1e.`k(3)
If, U�r 1IF9 Ce..,suLr7. 4 E•J�-r..,rar/iS
N0.619
r
v
uacucc
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
01-5-
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Se
SI
a9
1 0 x4p v
SP Alai
LOyQ
7/&
07 (
/-1=D/COAfrit
/O/R
PROJECT LOCATION [.p7-lg
1 I
SLl/-+D
7/8'
Ff'/,� /-L/�(..� /
qjj �,v SauTN yARMDuTI-i
y
1'12
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w�J�ocKt>S
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y + c
4/s
SWEETSER ENGINEERING
"la
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/0 yOQ
235 GREAT WESTERN ROAD
508 0. BOX
132
//ti+a
7/�
SOUTH
398-3922 02660
�/d WATER ENCOUNTERED AT /3.-P '_' ELEV, L 4.lqO
DESIGN CALCULATIONSy
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT NO
TOTAL ESTIMATED FLOW
( 110 GAL/BR-/DAY X _l BR.) NYD GAL/DAY
REQUIRED SEPTIC TANK CAPACITY 4ZT GAL
ACTUAL SIZE OF SEPTIC TANK 1500 GAL
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE < 5 MIN./IN.
EFFLUENT LOADING RATE 0. GAL/DAY/S.F.
rjIkglING
CHIN AREA b� SQ. FT.
�ft'FZ/Z)
CAPACITY (AREA X RATE) d 3 GAL/DAY
24 3 x 0,-7 y U
RESERVE LEACHING CAPACITY GAL/DAY
NOTES:
I. ALL WORKMANSHIP AND MATERIALS SHALL CONFDRM TO D.E.P.
TITLE 5 AND THE TOWN OF VA12N01177RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6' OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN �^
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY 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 LEAST 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.
S. PARCEL IS IN FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS MAP - 'Iel AS PARCEL V_ -'r-3
APPROVED: BOARD OF HEALTH
t:-
DATE AGENT
0 2000 SWEETSER
P
C7
PROPOSED SEPTIC DESIGN
q
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/ s
_ Q
{p0.
PROJECT LOCATION [.p7-lg
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qjj �,v SauTN yARMDuTI-i
oq
0
SWEETSER ENGINEERING
a 3c
<
235 GREAT WESTERN ROAD
508 0. BOX
A�
y
SOUTH
398-3922 02660
� �
1 L
v
DATE FEe a5, 2000
SCALE _ e
0
Joe No. y 733 - O D
REWnsED
LOCATION MAP
REVISED
SHEET / OF /
0 2000 SWEETSER
P