HomeMy WebLinkAbout216 South Street - Septic DesignTOP OF FOUNDATION
ELEV. m 14.00 _ I
l�
SOIL TEST
20 FT. MINIMUM FROM CELLAR f DATE OF SOIL TEST AUGUS S _2000
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE SOIL TEST DONE BY SWELTaER�NGINEERING
CLEAN SAND BOUYANCY CALCULATIONS:' WITNESSED BY C. sI1EEEEL
MANHR LE INSPECTION PORT WEIGHT OF WATER DISPLACED O3SMVATICIN HOLE I ELEV.= 5.80
COVES LOAM AND SEED ' VENT OBSERVATION HOLE Z ELEV.=_ 555_
4' SCHEDULE 40 PVC PIPE W X T O X (11.00-6.84) X 84 18,939 LBS
MIN PITCH 1/8' PER FT REQUIREDIGHT OF TANK 21,230 LBS. PERCOLATION RATE '. S_2MIN./INCH IN C HORIZON PERCOLATION RATE MIN./INCH AT 44 INCHES
b OS
HORIZ; TEXTURE
COLOR
2 LAYER OF
EXCESS WEIGHT TO OFFSET BOUYANCY
0-6
A
jLOAMY SAND
1/8" TO 1/2"
21230-18393 2.291 LBS. '
ROOTS
6-18
B
WASHED STONE
10YR6/8
10YR6/1
ROOTS
18-96
13.33 MAX
MEDIUM SAND
4" CAST IRON PIPE
7.5YR4/4
11.08 MIN.
29-96
EQUAL) MINIMUM
MEDIUM SAND
2.5Y6/6
PT CH /4PEFT
I
C
MEDIUM SAND
z
FLOW LINE
ELEV.
10"
MIN,o
'-ELEV.
0 0
0
e _ 11.14 LEVOEL
o - = 10.
_ ° ELEV.
_ 9.00
ELEV. �i+3i9
GAS
ELEV. 1Q.00_ 6' SUMP Eby,
BAFFLE
DISTRIBUTION
OUTLET
ELEV. a
V
BOX �'-
8 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
z
(TO BE PLACED ON FIRM
BASE)
-'
810
DEPTH
HORIZ; TEXTURE
COLOR
MOTT.
OTHER
0-6
A
jLOAMY SAND
10YR4/2
NO
ROOTS
6-18
B
ILOAMY SAND
10YR6/8
10YR6/1
ROOTS
18-96
C
MEDIUM SAND
2.5Y7/6
7.5YR4/4
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-4
A
LOAMY SAND
10YR4/1
NO
ROOTS
4-10
E
MEDIUM SAND
10YR6/1
C
MEDIUM SAND
10-29
B
LOAMY SAND
7.5YR4/4
ROOTS
29-96
C
MEDIUM SAND
2.5Y6/6
4 FEET 14 INCHES TO BE WATER TESTEDi
11 X 80 X 10' TRENCH FORMATION
5 FEET 2 INCHES 1 IF MORE THAN ONE OUTLET r ,� WATER ENCOUNTERED AT 4S" ELEV.: __2.A5_ WATER ENCOUNTERED AT 42"_ ELEV.
6 FEET 24 INCHES 1 5OO GALLON TO BE PLACED ON FIRM BASE)
8 FEET 34 INCHES SEPTIC TANK ( SOIL ABSORPTION ZWELL IMW 29
ONE �_
3/4" C 1 4/2" CLEAN SYSTEM (SAS) INDEX 8.8
DOUBLE WASHED STONE
FREE OF FINES & SILT ADJUST 1.9
SEWAGE DISPOSAL SYSTEM PROFILE USGS PROBABLE WATER TABLE ELEV. _ 3.94
NOT TO SCALE x h n V- OBSERVED WATER TABLE ELEV. _ -2.05- 3.04 , -
• BOT -TOM OF TEST HOLE ELEV. _ _x.45 -2.04
x ;. J X3/00 4/10/03 AM 26 PCL 114
HENRY C. GILL, JR. -
P. 0. BOX 981 x r
�. D.cl �.
Q• 256 x� SOU 02664
MA 02664
h 8� ;+� CERT. 91195
`'r
3g.8 x 4 �3� r`- SB tD.
Ot
'�, I 1 ,E i FND. \
- _- x, -ac
I 'X
8 eq
YRH
DECK 1 a DRYWELL
t
REMAINS / l�
(�l •/��J x _ ></ sol DRll
FND. 1 / ✓ J / \�� ��� \\ S 4
TE� \ DRYWELL \
X \` I GARAGE \
/GENT w
\ \ w
J vRB �}, TESOIL ST 2 \` \ x U 7 OFA/ \ \ \ VEN "' NEST 3 x r
{ /') FND. {,F}; X - - 5 VERDIG ^� \
•( ` \ SO2. �\ PROPOSED
LIMIT OF I \X ft �' SA �--� 5 BEDR O DWELLING
X 4 / \ 9 \ 5' OVERDIG - - _ ODMS
\\ SSO E ' _ "` DEC
X \ Qo a�p N 1500 G LL N\� K
SOIL ABS o ',•-.�1..._ SEPTIC AN
7
�- / Bse•\ • /EA �;� +o\ ,� q,� � , .OR nn, tir.,- ' � e 1 I -
�hT
--
� SOIL ..' �: � � D
OTEST 1 /
LOT 1 �N , .1 \
DRYWELL/�-
��� 52,951 S F. � � -
i 150 ALLON DRYWELL
TIC TANK Q11)`' <
/ x ',..:.' - 02
x x uL
IV PROPOSED 'Al
x
i
x - - x 12 CgRgcF 5 BEDROOMS
wNG
x X X- - - OECk
»-! r J
0 x w x2 - -
• DRYWELL
OF
� EO
x DRYWELL_>x _ 1 O
EIEVATiON= 6.15' xZ ! ! /�
Ncw x J r / F1000 ZENr
NOTES:
APPROVED: OA RD F HEALTH 1. ALL WORKMANSHIP AND MATERIA"_S SHALL CONFORM TO D.E.P. s
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE. x - x
/a v3 _
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
FINISHED GRADE.
DATE AGENT 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF AM 26 PCL. 116: _ s
WITHSTANDING H-20 LOADING. X
N COVERS TO GRADE SHALL C - x -
PROPOSED SEPTIC DESIGN
FOR
SO. YARMOUTH N01AINEER.
T
ROJECT LOCATION 210 SOUTH STREET
SOUTH YARMOUTH, 1AA
ST"E�- NER ERGIArEE 1G
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
98-3922 SOUTH DENNIS, MASS. 0266(
DATE APR. 15, 2003 SCALE 1" = 20'
REv. MAY 16, 2003 Joe No. 4842-00
4. ANY MASONARY UNITS USED TO BRI
BE MORTARED IN PLACE. G TOWN OF YA(T MOiJ
x
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH �J / Q x
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 1 146 ROUTE 2CJ
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. [j _ r
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR SOUTH I YARMO�T/% Mf 1 `0266`t
IS TO CALL "DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS v , l
PRIOR AC COMMENCING WORK ON SITE. BK. 1 15.J PV. 1 J �j A \
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS (,/ DESIGN CALCULATIONS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION �
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER NUMBER OF BEDROOMS 5
IMMEDIATELY. GARBAGE DISPOSAL UNIT
S. PARCEL IS IN FLOOD ZONE A11 10de11) TOTAL ESTIMATED FLOW
SOIL TEST
DATE OF SOIL TEST APRI�0�2003�
SOIL TEST DONE BY �_WEE�E-R ENGINEERING
WITNESSED BY k V N HONE
OBSERVATION HOLE 3 ELEV. 8.3a_ OBSERVATION HOLE 4 ELEV.-'_7.96
PERCOLATION RATE 5-2- MIN./INCH AT ---2-4L- INCHES PERCOLATION RATE _C 2r MIN./INCH IN C HORIZON
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
I OTHER
0-23
MEDIUM SAND
FILL
NO
B
23-28
A
LOAMY SAND
10YR3/1
C
MEDIUM SAND
26-32
E
MEDIUM SAND
10YR7/1
ROOTS
32-48
B
LOAMY SAND
10YR5/6
48-120
C
MEDIUM SAND
2.5Y7/4
DEPTH
HORIZ
I TEXTURE
COLOR I MOTT.
OTHER
0-10
A/E
MEDIUM SAND
10YR8/1 NO
10-24
B
LOAMY SAND
10YR4/6
ROOTS
4-120
C
MEDIUM SAND
1OYR6/4
WATER ENCOUNTERED AT 84" ELEV. _ _1 34_ WATER ENCOUNTERED AT _59_ ELEV.
WELL IMW 29
ZONE _ A
INDEX 7.1 3/03
ADJUSTS 9
w
_ - --- ►� - - a
i x
x ^.4
OSPREY REBAR' �, 4
NES TING FND. �l =-
PERCH \ v�
90.
4
x
LOT 2
7,780 S.F.\ l.x�
x FLOOD\'ZONE
(A 11 EL/'I)
a -
9. LOT IS SHO'AN ON ASSESSORS MAP _ AS PARCEL 115 ( 110 GAL/BR./DAY X .6. BR.) --5M- GAL. /DAY
10. EXISTING STRUCTURES, UTILITIES, AND SEPTICS ARE TO BE REMOVED. REQUIRED SEPTIC TANK CAPACITY -ItW- GAL _
11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR ACTUAL SIZE OF SEPTIC TANK _1_5_0_0 GAL.
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED ADA. LEGEND x
l_. r SOIL CLASSIFICATION - J.__ V -%
WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). �I (. tµgsA`, R DESIGN PERCOLATION RATE Sit`__ MIN./IN. '
� �.aovp�S_v �(i ,yw� i :m EFFLUENT LOADING RATE 01-4 GAL./DAY/S.F. EXISTING SPOT ELEVATION 00,0
LEACHING AREA X8.33 SQ. FT. EXISTING CONTOUR - --00---- x
REV.0 7. A [ F 3 a , � �+ (11X80)+(71X2X10/12) FINAL SPOT ELEVATION -
o u 1 N"LG LEACHING CAPACITY (AREA X RATE) -0,71-94 GAL./DAY FINAL CONTOUR
4 u m �. 3t51 778.33 X 0.74 SOIL TEST LOCATION
RESERVE LEACHING CAPACITY S71QQ GAL./DAY UTILITY POLE -0-
TOWN WATER -W-�W
REV. j/OJ ZG La.)3 aCATCH BASIN (IMN
'v a < Te *N . , .... GAS LINE G\_/
CI FAN Al 1T
REV. SEPT. 2, 2003
C2003 SWEETSER ENGINEERING C:
SHEET 1 OF 1 LOCATION MAP
S8 PROD 4842-03 DWG 4842-03.DWG
REv. SEPT. 10, 200