HomeMy WebLinkAbout2 Nicole Ave Proposed Septic DesignO
TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR
ELEV, m P7e 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CON RCOVSA
40 SCHEDULE 40 PVC PIPE
MIN. PITCH i/8• PER FT.
------------
Q 4° CAST IRON PIPE
1� (OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
LOW LINE
ELEV. d� 10•
ELEV. T 13-7
6° sliEEv BAFFLE ..
DISTRIBUTION
CLEAN SAND
LOAM AND SEED
20 LAYER OF
/1+4v W 5TO I
1ED STONE
U
9� ` N0TTREQUIRED
? 1 CU. FT. OF
z CONCRETE
99•� a, ANCHOR
1.
° 10'ELEV. _
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
1
7 r ---
ADJ;IST
USGS PROBABLE WATER TABLE ELEV. _
OBSERVED WATER TABLE ( / / ) ELEV. _
BOTTOM OF TEST HOLE ELEV. _
SOIL TEST
DATE OF SOIL TEST i/ala- 1999
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY
OBSERVATION HOLE 1 ELEV.- 96 3OBSERVATION HOLE 2 ELEV.-
-7 G
PERCOLATION RATE G� M1N./tNCH AT INCHES PERCOLATION RATE -4 7— MIN.ANCH /,d C lW-Krz0,.1
DEPTH
LIQUIDOUTLET
DEPTH
TEXTURE
COLOR
"'"'"
I OTHER
a
BOXy
T HIGH CAPACITY INFILTRATORS HATH
Loq.nY
to
4 FEET
14 INCHES
(TO BE PLACED ON FIRM BASE).
TO BE WATER TESTED
IN AN
�'
Z
SCALE
s`" = 2G
DATE1j
5
5 FEET
FEET
7 FEET
INCHES
2
-24 INCHES
29 INCHES
7-2
15 00 GALLON
IF MORE THAN ONE OUTLET
(TO BE PLACED ON FIRM
rI K 5V rb TRENCH FORMATION
8 FEET
34 INCHES
REVISED
SEPTIC TANK
BASE)
SOIL ABSORPTION j�
(o
41
ZONE
3/4' 70 1 1/2'
SYSTEM (SAS)
INDEX
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
1
7 r ---
ADJ;IST
USGS PROBABLE WATER TABLE ELEV. _
OBSERVED WATER TABLE ( / / ) ELEV. _
BOTTOM OF TEST HOLE ELEV. _
SOIL TEST
DATE OF SOIL TEST i/ala- 1999
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY
OBSERVATION HOLE 1 ELEV.- 96 3OBSERVATION HOLE 2 ELEV.-
-7 G
PERCOLATION RATE G� M1N./tNCH AT INCHES PERCOLATION RATE -4 7— MIN.ANCH /,d C lW-Krz0,.1
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
I OTHER
�}
Loq.nY
to
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
SCALE
s`" = 2G
DATE1j
•
C1'�'f"S
7-2
REVISED
REVISED
LOCATION MAP
REVISED
0
folrn S�
(o
41
Cv�'Fc1-�
/b WATER ENCOUNTERED AT La . ELEV. s Cr 6 3
LEGEND:
EXISTING SPOT ELEVATION 00„0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 00.0
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE -0-
TOWN WAFER —W IV
CATCH BASIN \®%
GAS LINE
CLEAN OUT C
CESSPOOL C.P.0
DEPTH
HORIZ
I TEXTURE
COLOR
MOTT.
OTHER
PROJECT LOCATION,J
1-o,LiM7
!
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
SCALE
s`" = 2G
DATE1j
7-2
REVISED
REVISED
LOCATION MAP
REVISED
SHEET /OF /
(O WATER ENCOUNTERED AT 1
2-2 r. ELEV = 7 0
DESIGN CALCULATIONS
NUMBER OF BEDROOMS J
GARBAGE DISPOSAL UNIT NO
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X ! BR.) ii Q GAL/DAY
REQUIRED SEPTIC TANK CAPACITY GAL
ACTUAL SIZE OF SEPTIC TANK 1500 GAL,
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE <S MIN -A
EFFLUENT LEACHING ARE
RATE 0.5 GAL/pAY/S.F.
z3X% It( to 9v�L SQ. FT.
CHIN CAPACITY (AREA X RATE) /��` Z GAL/DAY
''Yy-O A 0 7X
RESERVE LEACHING CAPACITY 33'z Z GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATER F' nSFJAl �C�ONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF RULES 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 .y
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL ✓ /
APPROVED: BOARD OF HEALTH
DATE / ArFNT
Dtn 1�,, -
40 ek-
`'kyr
Q
G4�N�•oO whc°�Y
(9 CU S
PROPOSED SDEPTIC DESIGN
PROJECT LOCATION,J
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
SCALE
s`" = 2G
DATE1j
JOB NO.
y3?• O0
REVISED
REVISED
LOCATION MAP
REVISED
SHEET /OF /