HomeMy WebLinkAbout134.41.1 - Proposed Septic Design (3)f
ITOP OF FOUNDATION
ELEV. = iO`'•''' "
SOIL TEST
DATE OF SOIL TESTA✓,22. yna
SOIL TEST DONE BY §f��NGINEERING
WITNESSED BY A, ,/O^' ,.Gr�G
OBSERVATION HOLE 1 ELEV.- 919' OBSERVATION HOLE 2 ELEV.- 537
PERCOLATION RATE 2- MIN./INCH AT 4> f INCHES PERCOLATION RATE z MIN./INCH
DEPTH
20 FT. MINIMUM FROM CELLAR
I TEXTURE
COLOR
MOTT.
10 FT. MtMMUM
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
/4
CLEAN SAND
L Y� 9�
1
CONCRETE
SOIL ABSORPTION'
TITLE 5 AND THE TOWN OF YAc�"VvrHe RULES AND
COVERS 4' SCHEDULE 40 PVC PIPE
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
LOAM AND SEED
WITHIN 6' OF FINISHED GRADE
SEPTIC TANK
MIN. PITCH 1/8• PER FT.
M'.N."JW OF 15' FROU TIME FOUNDATOM
2• LAYER OF
1 ' 1 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
FOR A 1C:`rVUM OF IS' A.ROU?2D SOL- ABSORPTION SYSTEMI AND BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
1/5• TO 1/2'
3/4' TO 1 1/2' CLEANINDEXDOUBLE
L
BE VORTAPED VI PLACE
- -.-�"
STONE
�� `�
:--
4' CAST IRON PIPEWASHED
WASHED STONE
NOTTREQUIRED
EQUALH
PIITCH
IS TO CALL 'DIG -SAFE• AT 1-888-344-7233 AT LEAST 72 HOURS
p;
PRIOR TO COMMENCING WORK ON SITE.
;.tern
PITCOR
FT.
•
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VARIATION
Z
1 CU. F7. OF
DESIGN CALCULATIONS
SEWAGE DISPOSAL
SYSTEM PROFILE
USGS PROBABLE WATER TABLE ELEV. =
CONCRETE
C
FLOW LINE
5
NO
i3 J m
ANCHOR
3 2/
' 10
UNIT
TOTAL ESTIMATED FLOW
ELEV_ e
�
{M1N. V.
••• •10' •
ELEV. m fY
LEVEL
ELEV a ') {, 6' SU 1a ELEV.
n7O
e .
y ELEV
BAFFLE
DISTRIBUTION
(
a OUTLET
BOX
ELEV.,-
HIGH CAPACITY II FILTRATORS WITH
INN
IJ'
TEEBE
1a INCHES
{TO PLACED ON FIRM BASE) TO BE WATER TESTED
L X (,0'f
}f�
SOIL TEST
DATE OF SOIL TESTA✓,22. yna
SOIL TEST DONE BY §f��NGINEERING
WITNESSED BY A, ,/O^' ,.Gr�G
OBSERVATION HOLE 1 ELEV.- 919' OBSERVATION HOLE 2 ELEV.- 537
PERCOLATION RATE 2- MIN./INCH AT 4> f INCHES PERCOLATION RATE z MIN./INCH
DEPTH
HORIZ
I TEXTURE
COLOR
MOTT.
OTHER
o j3
/4
L ��.h r
L Y� 9�
1
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION'
TITLE 5 AND THE TOWN OF YAc�"VvrHe RULES AND
1 10 A VARIANCE OF 1.4' IS REQUCZED FOR THE TOP OF THE
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
I�-47
WITHIN 6' OF FINISHED GRADE
SEPTIC TANK
3. ALL :COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE Of
M'.N."JW OF 15' FROU TIME FOUNDATOM
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
1 ' 1 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
FOR A 1C:`rVUM OF IS' A.ROU?2D SOL- ABSORPTION SYSTEMI AND BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
\, REp1ACEO k"TFI VATERMAL AS SF'EC17M IN 310 CkM 1S.2S'..e(3).
3/4' TO 1 1/2' CLEANINDEXDOUBLE
L
BE VORTAPED VI PLACE
- -.-�"
5. NO DFTERMINATION HAS-BEEN MADE AS TO COMPLIANCE WITH
:--
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
WASHED STONE
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
ADJUST
IS TO CALL 'DIG -SAFE• AT 1-888-344-7233 AT LEAST 72 HOURS
p;
PRIOR TO COMMENCING WORK ON SITE.
;.tern
FREE of FINES SILT
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VARIATION
\
LEGEND:
DESIGN CALCULATIONS
SEWAGE DISPOSAL
SYSTEM PROFILE
USGS PROBABLE WATER TABLE ELEV. =
7y -1'z
C
NUMBER OF BEDROOMS
GARBAGE DISPOSAL
5
NO
NOT TO
SCALE
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. I
OTHER
?h WATER ENCOUNTERED AT 12'" ELEV. = 83
LGA-•-
ir�r
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION'
TITLE 5 AND THE TOWN OF YAc�"VvrHe RULES AND
1 10 A VARIANCE OF 1.4' IS REQUCZED FOR THE TOP OF THE
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
FoUtMAT10N TO BE LESS THAN 2' ABOVE WGH POINT IN ROAD.
WITHIN 6' OF FINISHED GRADE
SEPTIC TANK
3. ALL :COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE Of
M'.N."JW OF 15' FROU TIME FOUNDATOM
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
1 ' 1 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
FOR A 1C:`rVUM OF IS' A.ROU?2D SOL- ABSORPTION SYSTEMI AND BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
\, REp1ACEO k"TFI VATERMAL AS SF'EC17M IN 310 CkM 1S.2S'..e(3).
3/4' TO 1 1/2' CLEANINDEXDOUBLE
L
BE VORTAPED VI PLACE
- -.-�"
5. NO DFTERMINATION HAS-BEEN MADE AS TO COMPLIANCE WITH
:--
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
WASHED STONE
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
ADJUST
IS TO CALL 'DIG -SAFE• AT 1-888-344-7233 AT LEAST 72 HOURS
p;
PRIOR TO COMMENCING WORK ON SITE.
;.tern
FREE of FINES SILT
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VARIATION
\
LEGEND:
DESIGN CALCULATIONS
SEWAGE DISPOSAL
SYSTEM PROFILE
USGS PROBABLE WATER TABLE ELEV. =
7y -1'z
C
NUMBER OF BEDROOMS
GARBAGE DISPOSAL
5
NO
NOT TO
SCALE
OBSERVED WATER TABLE ( / / ) ELEV. -
EXISTING CONTOUR ----00----
UNIT
TOTAL ESTIMATED FLOW
1500 GALLON
IF MORE THAN ONE OUTLET
(O CESSPOOL C.P. 0
TRENCH FORMATION
�
LEACHING CAPACITY (AREA X RATE) GAL/DAY `
?h WATER ENCOUNTERED AT 12'" ELEV. = 83
�J WATER ENCOUNTERED AT
r
1;7' 6,x,7
ELEv. =
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION'
TITLE 5 AND THE TOWN OF YAc�"VvrHe RULES AND
1 10 A VARIANCE OF 1.4' IS REQUCZED FOR THE TOP OF THE
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
FoUtMAT10N TO BE LESS THAN 2' ABOVE WGH POINT IN ROAD.
WITHIN 6' OF FINISHED GRADE
SEPTIC TANK
3. ALL :COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE Of
M'.N."JW OF 15' FROU TIME FOUNDATOM
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
1 ' 1 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
FOR A 1C:`rVUM OF IS' A.ROU?2D SOL- ABSORPTION SYSTEMI AND BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
\, REp1ACEO k"TFI VATERMAL AS SF'EC17M IN 310 CkM 1S.2S'..e(3).
3/4' TO 1 1/2' CLEANINDEXDOUBLE
SYSTEM (SAS)
BE VORTAPED VI PLACE
- -.-�"
5. NO DFTERMINATION HAS-BEEN MADE AS TO COMPLIANCE WITH
:--
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
WASHED STONE
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
ADJUST
IS TO CALL 'DIG -SAFE• AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
FREE of FINES SILT
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VARIATION
\
LEGEND:
DESIGN CALCULATIONS
SEWAGE DISPOSAL
SYSTEM PROFILE
USGS PROBABLE WATER TABLE ELEV. =
a.
EXISTING SPOT ELEVATION 00x0
NUMBER OF BEDROOMS
GARBAGE DISPOSAL
5
NO
NOT TO
SCALE
OBSERVED WATER TABLE ( / / ) ELEV. -
EXISTING CONTOUR ----00----
UNIT
TOTAL ESTIMATED FLOW
BOTTOM OF TEST HOLE ELEV. _
FINAL SPOT ELEVATION ®
110 GAL/BR./DAY X S' BR.)
�it� GAL/DAY
FINAL CONTOUR—{QQ}—
(
SOIL TEST LOCATION
REQUIRED SEPTIC TANK CAPACITY
GAL
'
UTILITY POLE -o-
ACTUAL SIZE OF SEPTIC TANK
1500 GAL
TOWN WATER —W
SOIL CLASSIFICATION
I
CATCH BASIN (®j
DESIGN PERCOLATION RATE
< 5 MIN./IN,
GAS UNE G
EFFLUENT LOADING RATE
0.74 GAL/DAY/S.F.
eh
r
-t CLEAN OUT --
I^
LEACHING AREA . 7 %t t SQ. F7.
"� J
(O CESSPOOL C.P. 0
I{ i 1 4 C. x.( 71. f g
�7�
LEACHING CAPACITY (AREA X RATE) GAL/DAY `
7li3 rf.•'v r
RESERVE LEACHING CAPACITY .q GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF YAc�"VvrHe RULES AND
1 10 A VARIANCE OF 1.4' IS REQUCZED FOR THE TOP OF THE
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
FoUtMAT10N TO BE LESS THAN 2' ABOVE WGH POINT IN ROAD.
WITHIN 6' OF FINISHED GRADE
10A. A NEGATIVE GRADE OF 3/40 PER FOOT SHALL BE MAINTARM FORA
3. ALL :COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE Of
M'.N."JW OF 15' FROU TIME FOUNDATOM
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
1 ' 1 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
FOR A 1C:`rVUM OF IS' A.ROU?2D SOL- ABSORPTION SYSTEMI AND BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
\, REp1ACEO k"TFI VATERMAL AS SF'EC17M IN 310 CkM 1S.2S'..e(3).
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE VORTAPED VI PLACE
- -.-�"
5. NO DFTERMINATION 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.
G
8. PARCEL IS IN FLOOD ZONE s, L12
a.
9. LOT 1S SHOWN ON ASSESSORS MAP AS PARCEL
g.�✓ lam.
•i
r
f — .e
/ I ,,
N. -
A.
4 ('
No
T <
'A
APPROVED: BOARD OF HEALTH
DATE AGENT
PROPOSED SEPTIC DESIGN
FOR
IOXCT LOCATION J
C^ %c
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508— SOUTH ASS.
98-3922 DENNIS,� 0266
DATE/J" rj ZOOO I FCALE 1. c ;? o f I