HomeMy WebLinkAbout24 Harbor Road Proposed Septic Design 2Lp�
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SOIL TEST
DATE OF SOIL TEST Aflf4sr/ 1459
SOL TEST By�E kYwa"" ENGINEERING `70
OBSERVATION HOLE 1 ELEV.- 96 o OBSERVATION `HOLE 2
PERCOLATION RATE GZ MIN. ANCH AT Hb INCHES PERCOLATION RATE c �' MIN./INCH !>1 (, Dg /T•�
DEPTH
HORIZ
20 FT. MINIMUM FROM CELLAR
COLOR
MOTT.
OTHER
TOP OF FOUNDATION
10 FT. MINIMUM
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CLEAN SAND
ELEV. a
/
0{4
(-v 4r I Y
!LUfZ
0-40
CONCRETE
COVERS
LOAM AND SEED
Lour
1°yn 7
4• SCHEDULE 40 PVC PIPE
_r
MIN. PITCH 1/B• PER FT.
2• LAYER OF
12��r,
ASHED
STONE
(Geo
VENT
4• CAST IRON PIPE
REQUIRED
EQUAL)
z
1 CU. FT OF
PITCH /4"PERMUM FT.
�
CONCRETE
9-7.0 'n
ANCHOR
FLOW LINE
10'
-TMIN.
g%�
F 1 g;;K"
i i
10•
•
� a%
V m LEVOL
G 6• SU
9
•
t l
u °, _ .�
ELEV. m
ELEv m g7Ss
sGAFiE
ELEV. m %• t7 ELEV. m 1=-�—
n m b � � J �J v c m ✓ � aJ i1
0
f�
J = g �{, �j'O
DISTRIBUTION
o
QUID
OUTLET-
BOX
✓ MCH CAP1piNNLATNRATORS 1MTfi
14 INCH S
(TO 8E PLACED ON FIRM BASE) TO BE WATER TESTED
5 y 6I K2.r TRENCH FORMATION
f
4 FEET
6 FEET
24 1NCI�iES
1500 GALLON IF MORE THAN ONE OUTLET
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION
� /) A
ZONE
7 FEET
6 FEET
24 INCHES
34 INCHES
SEPTIC TANK3/4• To , 1j2
SYSTEM (SAS)
INDEX
WASHED ST040
ADJUST
USGS PROBABLE WATER TABLE ELEV. m
SEWAGE DISPOSAL SYSTEM PROFILE
OBSERVED WATER TABLE ( / / ) ELEV.
NOT TO SCALE
BOTTOM OF TEST HOLE ELEV. m
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SOIL TEST
DATE OF SOIL TEST Aflf4sr/ 1459
SOL TEST By�E kYwa"" ENGINEERING `70
OBSERVATION HOLE 1 ELEV.- 96 o OBSERVATION `HOLE 2
PERCOLATION RATE GZ MIN. ANCH AT Hb INCHES PERCOLATION RATE c �' MIN./INCH !>1 (, Dg /T•�
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
/
0{4
(-v 4r I Y
!LUfZ
0-40
Lour
1°yn 7
_r
12��r,
27419
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. I
OTHER '-
/
0{4
(-v 4r I Y
!LUfZ
0-40
�/sl,JtJ
_r
/
(Wj WATER ENCOUNTERED AT 170' ELEV. m /'/a WATER ENCOUNTERED AT t � ELEV �D
LEGEND: DESIGN CALCULATIONS
EXISTING SPOT ELEVATION 0090NUMBER OF BEDROOMS
EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO
FFITNA�L SPOT ELEVATION TOTAL NTOUR 0 G�R�AOY X 8R) �y4 CAL/DAY
SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPACITY CAL
UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK IMO CAL
TOWN WATER —WSW
(J SOIL CLASSIFICATION < 5 MIN./IN.
CATCH BASIN DESIGN PERCOLATION RATE
GAS LINE EFFLUENT LOADING RATE 0.74 CAL./DAY/S.F.
CLEAN OUT LL,EEAA d. SQ. FT.
CESSPOOL C.P.Q (S, SX(o!)}Asi
ACHING CAPACITY (AREA X RATE) CAL./DAY
RESERVE LEACHING CAPACITY GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS eSHAALL�CONFORM TO'D.E.P.
TITLE 5 AND THE TOWN OF Y. 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.
S.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 -BSS -344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION i
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
IS
S. S.PARCELIN FLOOD ZONE AS
PARCEL
9. LOT 1S SHOWN ON ASSESSORS MAP
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- .. ,.. sr•t.r 7*J (6"• ,rrrKr� Pare Tom. t-�tras-x.,e r;o.,:J -
AA OF IL,
o� r
o DU,.",S APPROVED: BOARD OF HEALTH
N.
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