HomeMy WebLinkAbout526 West Yarmouth Road - Proposed Septic DesignDEPTH
HpRiZ
7.00
COLOR MOTT. OTHER
0-7
0/A
LOAMY SAND
10Y R4/4, NO ROOTS
7-29
8883 MAX
VENT
1OM/6 ROOTS
29-120
C
MEQ./COAR.
4" CAST IRON PIPE
SOIL TEST
COARSE SAND
SAND
" A
SHEFFIE D
TOP OF FOUNDATION
0
ELEV. = 104.00 10 FT. MINIMUM
20 FT. MINIMUM FROM CELLAR
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
MOCKINGBIRD
\
CLEAN SAND
Wvs o�u�
DATE OF SOIL TEST OCTOBER_2& 1999_
SOIL TEST DONE BY tWEETSER.ENGINEERING
WITNESSED BY K.WELSH
CONCRETE
COVERS09SERVA110N
$ SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER' FT,
SHEET -1 _ OF 1 .
INSPECTION PORT'
LOAM AND SEED
2" LAYER OF
1/8" TO 1/2'
PERCOLATION RATE
HOLE 1 ELEV.
<_ 2_ MIN./INCH
97.2
AT - 68 INCHES
08SMVA110N
PERCOLATION RATE
HOLE 2 ELEV.= 97.1
_«__ MIN./INCH IN C HORIZON
PITCH 1/4" PER FT.rl
WASHED STONE
Z
DEPTH
HpRiZ
7.00
COLOR MOTT. OTHER
0-7
0/A
LOAMY SAND
10Y R4/4, NO ROOTS
7-29
8883 MAX
VENT
1OM/6 ROOTS
29-120
C
MEQ./COAR.
4" CAST IRON PIPE
.0
COARSE SAND
SAND
" A
SHEFFIE D
95.38 MIN.
IRED
MOCKINGBIRD
\
,LOB No, 4635;037,
Wvs o�u�
(OREQUAL)MINIMUM
REV' PCT., 18,` X013 -
SHEET -1 _ OF 1 .
-•
LOCATION MAP
PITCH 1/4" PER FT.rl
Z
FLOW LINE
85.83.
_
ELEV. _ 97.00 -
10"
MIN.
O
e
ELEV. _
_98_00
1�
u
94.30
ELEV. _ _QBS
GAS
ELEV. _
_95_30 6'pSUMP �tyL=
AIR -
a
`_
'
ELEV.
_
BAFFLE
DISTRIBUTION
WELL N A
LIQUID OUTLET
V
BOX
ELEV. +
4 HIGH CAPACITY INFILTRATORS WITH
ONE
INDEX
DEPTH TFr
(T0 BE PLACED ON FIRM BASE)
TO BE WATER TESTED
-85A3'`
STONE IN AN
Z
ADJUST
DEPTH
HpRiZ
TEXTURE
COLOR MOTT. OTHER
0-7
0/A
LOAMY SAND
10Y R4/4, NO ROOTS
7-29
B
LOAMY SAND
1OM/6 ROOTS
29-120
C
MEQ./COAR.
10YR8/6
.0
COARSE SAND
SAND
v^TESEPT.' , 20, , 2013
DEPTH
HORIZ
TEXTURE
COLOR ,
MOTT. .OTHER
0-10'
O/A
LOAMY SAND
1OYR5/6
NO ROOTS
10-28
- B
LOAMY SAND
IOYR6/8
ROOTS
28-120
.0
COARSE SAND
2.5Y6/3
v^TESEPT.' , 20, , 2013
4 FEET 14 INCHES - 11' X 38' X.10'' -TRENCH FORMATION
1 5 FEET 19 INCHES SIF 1d9RE THAN ONE OUTLET
6 FEE 24 INCHES 1500 GALLON G� p � 20 NO WATER ENCOUNTERED AT _ 120. ELEV. _ _,$Z2 NO WATER ENCOUNTERED AT _SIR_ ELEV. 87.1
7 FEE{ 29 INCHES T (TO BE PA -ACED -ON- F tlf`M BASE) SOIL ABSORPTION
8 FEET 34 INCHES SEPTIC TANK &L96.13/4" TO 1 1/2 �CLQ 9(gAS)
I DOUBLE WASHED STONE SYSTEM �jAS)
FREE of FINESd "§!II.T . 9 .B DESIGN CALCULATIONS
USGS PROBABLE WATER TABLE ELEV. _ NUMBER OF BEDROOMS
I ` SEWAGE DISPOSAL. :SYSTEM ''PROFILE OBSERVED WATER TABLE ( / J )ELEV. • __� GARBAGE DISPOSAL UNIT ,
\ NOT TO SCALE BOTTOM OF TEST HOLE ELEV. TOTAL ESTIMATED FLOW
( 110 GAL./BR./DAY X _ 3 .34_ GAL/DAY
I REQUIRED SEPTIC TANK CAPACITY _650_ GAL.
!{ O f S. ,130 ACTUAL SIZE OF SEPTIC TANK 1500 GAL.
SOIL CLASSIFICATION _
I \K DESIGN PERCOLATION RATE MIN./IN,
• 98,7 EFFLUENT LOADING RATE ._.9,74GAL/DAY/S.F.'
�'- LEACHING AREA A7!33 SO. FT.
l / % ' (11X36)+(47X2X10/12)
98.8
100.8 I \ 96.6. / LEACHING CAPACITY (AREA X RATE) GAG/DAY
E LEACHING .74
31 G CAPACITY
37 '� "DRIVE �-- �- RESERV
� ��i,QQ GAL/DAY
104) , \
NOTES:WORKMANSHIP AND MATERIALS SHALL'CONFORM TO D.E.P.
TITLE 5,AND THE TOWN'S RULES AND'REGULATIONS WOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
�' o _�� /m (• 102.3 I�'}
85.00' ALL I \ 2 TO SANITARY
GRADE. BE OUGHT (0
SHALL BE .BR
IS tOt.7 R 96.8 \ -' \ \ \ I 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHCAPABLE OF
WIT0 FT. OF ING DRIVESIORLP RING KNG AREAS. HE20 LOADUNDER
NG SHALL BEIM'
l m \ \ USFD UNDER OR WTHN10 FT. OF DRIVES OR PARKING -AREAS.
4. ANY MASONRY UNITS USED ,TO BRING COVERS TO GRADE SHALL
'SOIL BE.MORTARED IN. PLACE:..i
i
TEST 1, paJ 5. NO DETERMINATION HAS BEEN MADE,AS TO �COMPUANCE,NATH
-DEEDED .OR ZONING REGULATONS. OWNER /- APPLICANT 15 TO .
100.9 i s I SOLI
TEST 2 e \\ \ \ I I \ !^ OBTAIN SUCH DETERMINATION FROM APPROPRIATE 'AUTHORITY,
O / ` \ , T
97:8- ' J e \ \ / \ �� ��' rQ%% NE 6. S TOICALL H -DIG-SAFE" AT
1-888-344-7233
888--344 7233 ATALEAST 072 HOURS
I 97.5 I \ I GBI �Y 7.-CONTRACTORPRIOR TO MISENCING TO VERIFFYRK ON.SITE.
GRADES AND ELEVATIONS' AS WELL A5
0fv +`' SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.,ANY VARIATION
DRIVE IS TO BE BROUGHT TO -THE ATTENTION Or,THE DESIGN ENGINEER
IMMEDIATELY.
f 1500. G�LLON ` ! �-- 8. PARCEL IS.IN FLOOD ZONE, 0
1 I ,
SEPTI
C TANK \�! '"\1 4. _ IS SHOWN ON ASSESSORS MAP 7A AS PARCEL _ 200
10.0 9 LOT
D. m j 100 10. PARCEL HAS THE BENEFIT OF AN APPROVED NITROGEN AGGREGATION
7 \.
I 9 .5 I APPROVAL RECORDED iN BK.'20785 PGS. 127 134 ALLOWING THE
o
BOX ` CONSTRUCTION OF A 3 BEDROOM DVIELLING:
I „
,p
oJ�
.40.0' !%`I c1<, �T,•
97'1 ,n �,a�• 'FyQ �, -
100.7it . j I I�I •O1kO.0 .97.2
F HEALTH
UAxiW. BOARD
fffRV
a Y
l
p Tam
DATE AGENT
44.0f
a
1 •105 '-
• 96.7
Yarmouth Health Department
GEND: • 96'.9 OVER
XISTING SPOT, ELEVATION - %0.0
STING CONTOUR CONTOUR ----00----
NAL SPOT ELEVATION 04 Name Date
INAL CONTOUR ELEVATION
to f
OIL'TEST LOCATION ® ` ZLIGQ �.- lot
UTILITY POLE CULJ LOT 1 / I I y 11 .2
OWN WATER -WSW /1 ^
r 29,1966 i' S.F. , I
E
CH BASIN
LINE G /
SPOOL CP
OLEANOUT
PROPOSED SEPTIC DESIGN
FOR,
DUBLIN CONSTRUCTION
OLD TOWNHOUSE
/
.LOC.
LOT 3, . # � 6 i,. YARIAOUTH
ROAD, TWT YAWOUTH
CONSSANCE
j
11 0 }
i a w
U
v^TESEPT.' , 20, , 2013
SHEFFIE D
SCALE. 20'
MOCKINGBIRD
\
,LOB No, 4635;037,
Wvs o�u�
REV' PCT., 18,` X013 -
SHEET -1 _ OF 1 .
LOCATION MAP
44.0f
a
1 •105 '-
• 96.7
Yarmouth Health Department
GEND: • 96'.9 OVER
XISTING SPOT, ELEVATION - %0.0
STING CONTOUR CONTOUR ----00----
NAL SPOT ELEVATION 04 Name Date
INAL CONTOUR ELEVATION
to f
OIL'TEST LOCATION ® ` ZLIGQ �.- lot
UTILITY POLE CULJ LOT 1 / I I y 11 .2
OWN WATER -WSW /1 ^
r 29,1966 i' S.F. , I
E
CH BASIN
LINE G /
SPOOL CP
OLEANOUT
C. y,) �PRD✓I4635-O0`tlw9{4635-DJ-SAS).DIYC 02013 SWE£TSER'ENGIN££RINGI �
PROPOSED SEPTIC DESIGN
FOR,
DUBLIN CONSTRUCTION
.LOC.
LOT 3, . # � 6 i,. YARIAOUTH
ROAD, TWT YAWOUTH
ST=ER L?1GlhtZ=G.
203 SETUCKET ROAD
"508-' P. 0. BOX 713
385-6900. SOUTH . DENNIS, MASS. 02660
v^TESEPT.' , 20, , 2013
SCALE. 20'
,LOB No, 4635;037,
REV. OCT. 3, - 2013'
REV' PCT., 18,` X013 -
SHEET -1 _ OF 1 .
C. y,) �PRD✓I4635-O0`tlw9{4635-DJ-SAS).DIYC 02013 SWE£TSER'ENGIN££RINGI �