HomeMy WebLinkAbout62 Barnacle Road Proposed Septic DesignTOP OF FOUNDATION
ELEV. = 103.00_
10 FT. MINIMUM
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
ELEV. 100.00_
ELEV, = 89.15
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE SOIL TEST
10 FT. MINIMUM FROM SLAB DATE OF SOIL TEST JUNE_E�-2016
CLEAN SAND SOIL TEST DONE BY SWEE75ER ENGINEER?NG
COVERS INSPECTION PORT WTyNESSED BY�.�Q2ti0�`_
4M.PIPE
10AE
N. PITCH 1/8" PER T. LAYER OF OBSERVATION HOLE 1 ELEV.= 101.7
1/8" TO 1/2"
WASHED STONE
6 MA 1020 MAX OR FILTER FABRIC VENT
" A 99.75
M.
FLOW
NOT REQUIRED
z
LEVELERS TEE 3
FLOW LINE '
DEPTH
HORIZ
TEXTURE
COLOR MOTT.
OTHER
0-10"
0/A
LOAMY SAND
10YR5/1 NO
NO
10-31"
B�
LOAMY SAND
10YR6/6
31-77"
Cq2MEDIUM
LOAMY SAND.
10YR7/4
_
77-132"
C2
SAND
2.5Y8/4
-
0
10" 99 0 NO WATER ENCOUNTERED AT 132" ELEV. = 90.7
-TMIN. p A •. _ _
-T
ELEV. = 89_S�_ LbEL °°° - i j= ` °10" ° 47.87 OBSERVATION HOLE ELEV.= '102.0
GAS ELEV. _ _89_G7 6" SUMP ELEV. _ _89.50 = �, I ELEV. _ ---
i PERCOLATION RATE' < 2 MIN./INCH AT -60 INCHES
BAFFLE
DISiRIBUTIO �t ELEV. a {
_ 4 HIGH CAPACITY INFILTRATORS WITH - -y
BOX -�$`- STONE IN AN
(TO BE PLACED ON FIRM BASE) 97
TOE WATER TESTEDOUT 11 X 35• X 10" TRENCH FORMATION j
1500 GALLON IF MORE THAN ONE OUTLET
(TO BE PLACED ON FIRM BASE) SOIL ABSORPTION
IO � � WELL NIA J tori_
SEPTIC TANK 3 ZONE U
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. OTHER
0-10"
0/A
LOAMY SAND
t0YR5/1
NO
10-30"
B�
LOAMY SAND
10YR6/6
30-60"
Cl
LOAMY SAND
10YR7/4
_
60-120"
C2
MEDIUM SAND
2.5Y8/4
-
0
/4 TO 1 1/2 CLEAN SYSTEM INDEX E ELEV. _ _92.0
DOUBLE WASHED STONE (SAS) NO WATER ENCOUNTERED AT 120"
ADJUST
FREE OF FINES &SILT i
SEWAGE DISPOSAL SYSTEM PROFILE USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE ( / / ) ELEV. = _
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _
DESIGN CALCULATIONS NALL OTE) WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
NUMBER OF BEDROOMS 3 TITLE '5 AND THE TOWN'S RULES AND REGULATIONS FOR
_ GARBAGE DISPOSAL UNIT �� THE SUBSURFACE DISPOSAL OF SEWAGE.
TOTAL EST MATE- FLOW 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
REQ( 110 GAEPTIC/DAY X Pi'_ B, -1-4r'4_ GAL./DAY WITHIN 6" OF FINISHED GRADE.
ACTUAL
SEPTIC TANK CAPACITY _14P5_ GAL 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
ACTUAL SIZE OF SEPTIC TANK 1500 GAL. WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
SOIL .CLASSIFICATION �_ 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
DESIGN PERCOLATION RATE < b- MIN./IN. USED UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING AREAS.
EFFLUENT LOADING RATE 3924- GAL/DAY/S. F. q ANY MASONARY UNITS,USEO TO BRING COVERS TO GRADE SHALL
LEACHING AREA _474.33 SQ. FT. BE MORTARED iN' PLACE.
(11X33)+(47X2X70/12) .
LEACHING CAPACITY (AREA X RATE) Mot94 GAL./DAY 5. NO DETERMINATION HAS BEEN MADE N TO COMPLIANCE µITN
474.33 X 0.74 DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
105.00 _ SOIL RESERVE LEACHING CAPACITY 341 If GAL./DAY OBTAIN SUCH DETERi7lNAT ON FROM APPROPRIATE AUTHORITY.
101.00 TEST 2 36 DO ((7.5X49)+(56.5X2X10/12)] X 0.74 6, UTILITIES. SHOWN ARE APPROXIMATE ONLY, EXCAVATON CONTRACTOR -
SOIL " o IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
TEST 1 `� 0.0 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
S;TE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
1S TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
ARES D.
BOX �eAa{, n IMMEDIATELY. X
RE/�4 1500 GALLON^' ///yy� i- 60. PARCEL IS IN FLOOD �ZONE
no . n �/
SEPTIC TANK o• - ;.�1IgM=+• . LOT !S Oµ! 0. ASSESS„PS h.° 1 ___ A.. PARC -L._
d$ fl
o DECK / f79 S
LOT 99io c/
11,550 S.F.
a , f t
I • 105.95
104.58
24.5.
�4,E1j1NGW CCr
o �RORO Q pRp0M5
$'N /
Y. 1
100.50 RORCHb, ,' N� 31341 ! 1�
APPROVED: BOARD OF HEALTH
. 99.65 ,o `•s. .+'
Eagl-i-r 10 .00 i 101.30 DATE AGENT
4RRSGATION �'�
_ �'
WELL
8 0 105.00 `3� 60 ==Arm
:
CATCH BASIN GRATE
y6'h ELEV. = 100.00
(ASSUMED)
t
A
-'9%2G / BARNAc�E
X62 f�
LEGEND:
EXISTING SPOT ELEVATION 00x0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 0(0 0
FINAL CONTOUR 00
SOIL TEST LOCATION
UTILITY POLE
TOWN WATER @WSW
CATCH BASIN \159N
GAS LINE
CLEAN OUT C
CESSPOOL C.P. 0
YARMMUTH, l SS.
SETUCKET
�� Pp�f,PPNp
O 4
G a PRPp�
- 6
v \LEEN
v
-
PROPOSED - SEPTIC DEESIOI�
FOR
JOE - EOLtOT
TAT 901 !v2 BARNACLE, Roti
LOC.
L7 . �.=.4.. 15
203 SETUCKET ROAD
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
-
-MAY 19, 2016
-
0
REV.
f1t1
JOB NO. 0,96c_00
LOCATION MAP
REV.
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