HomeMy WebLinkAboutEngineered Plan - 2015TOP OF FOUNDATION
ELEV. =100•
(ASSUMED)
1300
1
6 FEET
7 FEET
8 FEET
LEGEND:
10 FT. MINIMUM
4" CAST IRON PIPE
6 X
WASH::
$8.82 MAX. iA OR FI,_D STONE TER FABRIC
E,3.57 MIN.
11
VENT
NOT REQUIRED
DEPTH
HORIZ TEXTURE
COLOR.
MOTT.
OTHER'
0-4"
Ap LOAMY SAND..
10YR4/1
NO
ROOTS
-
(OR EQUAL) MINIMUM
PITCH 1/4 PER FT.
FCO'JJ TEE
- LEVELERS i
THE SUBSURFACE DISPOSAL OF SEWAGE.
l
�,�'
21"
,___ -. _ ..f
21-138
t:.
-
B' LOAMY SAND
_� �. ^�_._ _
- - -
10YR6/4 _
2. - -
--
ROOTS Y
C.. MEDIUM SAND
2.5Y7/3
FLOW LINE 95.62 Vo
;��. N0 WATER ENCOUNTERf=D AT 'r_138T ELEV 86:5
ELEV. - 97.50 10"'
---50
_ O °
MIN
-
ELEV. _ _95.63_ 2'0"
LEVEL �, 01 _X94.4$ DESIGN CALCULATIONS
ELEV. = _95.85_ GAS 6" SUMP ,.:
BAFFLE ELEV. _ _ 95_49_ Tc� t� ELEV. = 95.32_ - NUMBER OF BEDROOMS
DISTRIBUTION t�167U�ON GARBAGE DISPOSAL UNIT
��// ELEV. _ 4 HIGH CAPACITY INFILTRATORS WITH TOTAL ESTIMATED FLOW
OUTLET �O/i $`,2, 2_ STONE IN AN z - ('110 GALX-1%/DAY X $R.) �3� GAL:/DAY
14 INCHES TEE (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED g :9$ REQUIRED SEPTIC TANK CAPACITY _660 GAL
11 X 36 X 10 TRENCH FORMATION _
19 INCHES IF MORE THAN ONE OUTLET. N ACTUAL .SIZE OF .SEPTIC TANK 1500 GAL.
24 INCHES 1500 GALLON SOIL ABSORPTION v WELL N A SOIL CLASSIFICATION
34 INCHES SEPTIC TAT (TO BE PLACED ON FIRM BASE) ZONE DESIGN PERCOLATION. RATE <_�Y MIN /IN.
3/4" TO 1 1/2- CLEAN SYSTEM (SAS, INDEX EFFLUENT LOADING RATE
DOUBLE WASHED STONE ADJUST LEACHING AREA' 474.33 SQ. FT.:
FREE OF FINES & SILT (11X35)+(47=10/12)
USGS PROBABLE WATER TABLE. ELEV. _ LEACHING CAPACITY (AREA X. RATE) _3809 GAL/DAY
474.33 X 0.74 .
SEWAGE DISPOSAL SYSTEM! PROFILE OBSERVED WATER TABLE ( / / ) ELEV. _ _ RESERVE LEACHING CAPACITY ,.;N_WE, GAL./DAY
NOT TO SCALE BOTTOM OF TEST HOLE ELEV, =
99
x 98.6
C.
{. H
v
WELLING O I yCr-
TIN D � �t a,
I �r X ROOMS „4 y� 3. t I< _s� �u lifcafi�a Vepartr> _.t
1 Z G V+� 3 BE ^f ((� .r �rzy ,' �0,,-
�f1�V Yf• �.�I 4 �11 �� `,,t\. .. batlQk�
1- -=000)
5
EXISTING. SPOT ELEVATION 0010
EXISTING CONTOUR '----00----
FINAL SPOT ELEVATION,0.0
FINAL CONTOUR00
SOIL ,TEST LOCATION 150
UTILITY POLE -0-
TOWN WATER =W W
CATCH BASIN
GAS LINE G"
CLEAN OUT C.O.
CESSPOOL C.P. Q
RU a Y"
OAR 0 g l 0 Vt e
LO' GRA PUNM0 I C
r� P. 0. BOX 483
508-
564--8379 SOUTH DENNIS,.' MASS. 02660
- !=APR, 3, ' 2015 SCALE :1 " ' 20': .
m
V. JOB NO.
7543 00
FA I
FR I
moREV.
-+ LOCATION MAP SHEET 1 OF 1
C.• \S8\PR7543'-00, dw_q 7453=SAS. DWG 02015 T. M. HAYES, RS
NOTES:
1. ALL WORKMANSHIP AND MATERIALS .:SHALL CONFORM TO-D.E.P::
TITLE S AND, THE TOWN'S 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 SYSTEMSHALL,eE CAPABLE QF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
tO 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.
97 4
5. NO DETERMINATION' HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED ZONING REGULATIONS. OWNER / APPLICANT IS TO
12555'
.OR
OBTAIN SUCH DETERMINATION FROM. APPROPRIATE AUTHORITY:
UTILITIES SHOWN ARE ONLY, EXCAVATION CONTRACTOR
f
o .\IS
36.00' 10.0'
6. ,APPROXIMATE:
TO CALL "DIG -SAFE" AT 1-888--344-7233 AT LEAST 72 HOURS
x 98.5
`•
PRIOR TO COr.iMEN'CING WORK ON . SITE.
98,1
97.6
7. 'CONTRACTOR IS TO VERIFY, GRADES AND ELEVATIONS. AS WELL AS
o
SITE. CONDITIONS PRIOR TO COMMENCING WORK .ON SITE. ANY VARIATION
P�
IS TO BE BROUGHT TO THE :ATTENTION OF THE DESIGN ENGINEER
a1
IMMEDIATELY.
•�
0 C
PARCEL N
8. A FLOOD Z _ �._
W
99.1,
SIN s t
-
t
10. EXISTING GESSr'COLS'ARE . TO BE PUMPED AND:•RchfOQ.
i 1..EXISTIN.G SHED, IS TO 'BE RELOCATED,
-
DECK 110 �'
o
99
x 98.6
C.
{. H
v
WELLING O I yCr-
TIN D � �t a,
I �r X ROOMS „4 y� 3. t I< _s� �u lifcafi�a Vepartr> _.t
1 Z G V+� 3 BE ^f ((� .r �rzy ,' �0,,-
�f1�V Yf• �.�I 4 �11 �� `,,t\. .. batlQk�
1- -=000)
5
EXISTING. SPOT ELEVATION 0010
EXISTING CONTOUR '----00----
FINAL SPOT ELEVATION,0.0
FINAL CONTOUR00
SOIL ,TEST LOCATION 150
UTILITY POLE -0-
TOWN WATER =W W
CATCH BASIN
GAS LINE G"
CLEAN OUT C.O.
CESSPOOL C.P. Q
RU a Y"
OAR 0 g l 0 Vt e
LO' GRA PUNM0 I C
r� P. 0. BOX 483
508-
564--8379 SOUTH DENNIS,.' MASS. 02660
- !=APR, 3, ' 2015 SCALE :1 " ' 20': .
m
V. JOB NO.
7543 00
FA I
FR I
moREV.
-+ LOCATION MAP SHEET 1 OF 1
C.• \S8\PR7543'-00, dw_q 7453=SAS. DWG 02015 T. M. HAYES, RS