HomeMy WebLinkAboutEngineered Plan - 2006„� WASHED STONE VENT ,� r�1,01
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1
I U .� REQUIRED �,• tr % �(`.°
4” CAST IRON PIPE _
L (OR EQUAL) M NIM M �' 11 qZ
f , PITCH 1/4 PER FT.
S FLOW LINE
PiJ 10" 00000000000 r }
ELEV. �' - MIN. C�� " o o
DI PTH
HORIZ
TEXTURE. COLOR
MOTT.
OTHER
0 AT
ELEV. - 2-
ESV = -
GAS _
— ELEV. -
BAFFLE
�mY
o 0 00000000000 o 2' o
I vMCD,
WATER ENCOUNTERED _�
I ! '7
DISTRIBUTIONV. =
LFACHING CAp4CITY (AREA X RATE) ��,_. `GAL./DAY
`RESERVE LEACHING CAPACITY GAL./DAY
j
NOTES:
1.1, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5
AND* THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL
OFSEWAGE.
2. ALL COVERS TO SANITARY UNfTS:SHALL BE BROUGHT'TO WITHIN 6" OF.
FINISHED' GRADE.
3. ALL COMPONENTS OF THE SANITARY JSYSTEM 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 ry1AS0�:`1Y.UNITS USED -TO-BRING COVERS TO GRADE SHALL bi
100.3 �: Ay. MORTARED . IN PLACE.
— ��
5. ' NO DETERMINATION HAS BEEN MADE' •AS .TO COMPLIANCE WITH DEEDED.
OR ZONING REGULAT{ONS.OWNER / =APPLICANT IS TO ;OBTAIN SUCH
00 2 RGB:ht :. rj .
101.0 a : �ZH of DETERMINAl10N ` FROM . APPROPRIATE AUTHORITY:
r stdLL, ,kl �� sqo � CONTRACTOR
-- _� J �: 6. ;, UTILITIES SHOWN .ARE. APPROXIMATE ONLY, `.EXCAVATION
101.1 _ _
" TANYA .
,......._-:.._:, T � I • •.. IS TO CALL; -DIG SAFE AT.1-888;344 7233 'AT LEAST, 72 HOURS
x 95.3
"-`'JOB NO.�Li
REVISED .• ..• ;
. ' (�'
dy.
�6T FOR ZONING 1 PLANNING USE ,
,
•
REVISED .
MAP R• OF - �
LOCATION- A SHEET . 1 :1 .
91.7
. I dw :1 2899-sas. dw o 2006 TADCO
- C • 1 S8 f- PROD 1 2899 OQ. 9 9. `.
ELEV.
LEVEL .-
6 SUMP r
° D❑ODODOODOO
° o
0 AT
ELEV. - 2-
ESV = -
GAS _
— ELEV. -
BAFFLE
,�, ELEV. - _
--- -
o 0 00000000000 o 2' o
�
WATER ENCOUNTERED _�
DISTRIBUTIONV. =
o o ° ❑o'❑❑Do❑O❑❑❑ ° °
LIQUID
OUTLET
a,,.,w `,
BOX
o o ° o ° o o ELEV.
DEPTH
4 FEET
5 FEET
6 FEET
TEE
14 INCHES
19 INCHES
24 INCHES
(TO BE PLACED ON FIRM BASE)
1 500 GALLON
TO BE TESTED
IF MORE THAN ONE OUTLET
500 GALLON D YWELLS WITH 'STONE
��
IN 43 ' ; X'" t ') TRENCH FOf�MATION
} r u
WELL
7 FEET
29 INCHES
SEPTIC TANK
(TO BE PLACED ON FIRM ,BASE)
AN
ZONE
8 FEET
34 INCHES
3/4" TO 1 1/2- CLEAN .
SOIL ABSORPTION
INDEx—
DESIGN CALCULATIONS
)C 15 T -IM&
DOUBLE WASHED STONE
FREE OF "FINES &SILT
SYSTEM SAS
ADJUST
NUMBER OF BEDROOMS
o
GARBAGE DISPOSAL UNIT
�/
SEWAGE DISPOSAL SYSTEM PROFILE..
USGS.PROBABLE 'WATER TABLE ELEV.
OBSERVED WATERTABLE ( / / ) ELEV. =
TOTAL. ESTIMATED FLOW
( 110 GAL/BR./DAY XBR.)
GAL./DAY
NOT TO SCALE
BOTTOM OF TEST_ HDLE ELEV.
_�` -�
REQUIRED SEPTIC .TANK CAPACITY .
0 GAL. .
ACTUAL SIZE OF. SEPTIC TANK
L Eq4 GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE
< 5_ _ MIN:/IN:
LOADING RATE
A,7-4..SQL./DAY/S.F.
LEFFLUENT EACHING AREA
LFACHING CAp4CITY (AREA X RATE) ��,_. `GAL./DAY
`RESERVE LEACHING CAPACITY GAL./DAY
j
NOTES:
1.1, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5
AND* THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL
OFSEWAGE.
2. ALL COVERS TO SANITARY UNfTS:SHALL BE BROUGHT'TO WITHIN 6" OF.
FINISHED' GRADE.
3. ALL COMPONENTS OF THE SANITARY JSYSTEM 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 ry1AS0�:`1Y.UNITS USED -TO-BRING COVERS TO GRADE SHALL bi
100.3 �: Ay. MORTARED . IN PLACE.
— ��
5. ' NO DETERMINATION HAS BEEN MADE' •AS .TO COMPLIANCE WITH DEEDED.
OR ZONING REGULAT{ONS.OWNER / =APPLICANT IS TO ;OBTAIN SUCH
00 2 RGB:ht :. rj .
101.0 a : �ZH of DETERMINAl10N ` FROM . APPROPRIATE AUTHORITY:
r stdLL, ,kl �� sqo � CONTRACTOR
-- _� J �: 6. ;, UTILITIES SHOWN .ARE. APPROXIMATE ONLY, `.EXCAVATION
101.1 _ _
" TANYA .
,......._-:.._:, T � I • •.. IS TO CALL; -DIG SAFE AT.1-888;344 7233 'AT LEAST, 72 HOURS
x 95.3
"-`'JOB NO.�Li
REVISED .• ..• ;
. ' (�'
dy.
�6T FOR ZONING 1 PLANNING USE ,
,
•
REVISED .
MAP R• OF - �
LOCATION- A SHEET . 1 :1 .
91.7
. I dw :1 2899-sas. dw o 2006 TADCO
- C • 1 S8 f- PROD 1 2899 OQ. 9 9. `.