83-1622 - Septic Designf
TOWN OF YARMOUTH BO.H. REOMA&W IWARIANCE"S REOU/RED• wv=st.o6
TOWN REQUIRES 100' BETWEEN S.A.S. AND DRAINAGE EASEMENT
THAT LEADS TO A WETLAND.
1. A 42' VARIANCE REQUESTED FOR IH£ PR/MARY S.A.S. (58' PRONDEO)
2. A 50' VARIANCE REQUESTED FOR THE RESERVE SAS, (50' PROVIDED)
93.1( 1 ,
V A A\
• 92.9 \ \ \ \ \ \ �\ \�s9.3 l�\100 \!/
FOR TOP OF FOUNDATION TO BE LESS THAN 2'
ABOVE HIGH POINT OF ROAD 93 , \ \ \ \ \ \ O
A 1' VARIANCE REQUESTED r 10 i
LEGEND: INV=88.07' • s1.4 . 91.4\\\\\
EXISTING SPOT ELEVATION x0.0
EXISTING CONTOUR ----DO----
FINAL SPOT ELEVATION
FINAL CONTOUR 00 TP 600 GAL. CATCH LEACH 11 / / / \ \ \ \ / / / \ �9� \ \ \ \ \ \ \ fl\ \ \ \ \ \
SOIL TEST LOCATION \ \ \ \ \ \ \ 102.0
UTILITY POLE PIT W/2' OF STONE
TOWN WATER =W W RIM £L.=850
CATCH BASIN❑� \ / / \ - - / �� \ \ • 53.5\ \ \ \ \ \ \ \
GAS LINE C G - 1030
CLEANOUT
CESSPOOL
INV=87.81' / / 7/ // //�\\ _s9 .1 \\ \ \\ \ \\ \\\\`\ \ \\ \ \\ \\\ 102.8
C.O. APPROX. GROUND WATER
(13
-711 - J- 8 vv v v vv V �3iv vv v �v v
FLOW -PER CONTOUR MAP / // / / v y v v I v v v
86.0 \ \ \ \ \ \ 1
/94.3
A.2
83.8/ / / / �\ /r\ • c ) 93.2 -
'�.. \ \ I \ l \ I z
\ \ /\ I
\
�,' v I'��N l • 9,., LIOT AREA
l
r7-
-� i 11 90 -4-71 __'Tl
If I SINGULAIR• \
WASTEWATER \
SSNT
67rY \
It - 83.5
N
IB.H.
/ ? 1 /
S. 1If /
\ 0.8 5' 0VERD/G (SEE No 7F x'10)
I
• 91.5 RICHARD LAWERANCE, ET. AL.
70 GREAT WESTERN RD.
90.7 I SOUTH YARMOUTH, MA
/I
A
j'
/ (ry / /�N - 40 M/L VINYL LINER
w./ Q .' A.S. ROM ELEV. 90'-86'
B DEfLK �( I I I
PROP / I C.O. I I I• 90.4 1.3
° eD 0 l
s
NG'/l „ l
MIN
ELIZABETH L. CONWAY, TR. £r AL. kI
58 GREA r ESTERN RD h
SOUTH YARMOUTH, MA
// EX, DWELING`
V 5 5 •�8 .9 /
600 GAL. CATCH LEACH / I I / Tgp. / ka
Plr W/4' OF STONE I �� / / e / /
RIM £L.=87.5 I / I / / '/ / / • 6.0 ��9J
• 83.6 I I / / I,� .� / / //�' Qy. B .
h
\ �Kes FILL
8.5
�.7
o
43/ � / r \ \ C(�RlA/N
•$9.
DRIVEW
90
87.
F�Fv 8 •40�~ 9 U \ - _ - (9oJ- l - - - - - _- - - - l I / / 60 GAL. H-20 CATCH LEACH
P/TRIM EL. NE
88.4
-(92).- - - - - _ �
91.7 x
92
93,2
x V c p
Cq%• MSI 93.7
GUARDRAIL
E�Fv �OgS�NK GUARDRAIL TO BE REMOVED 9�. / 93.6
igSSU�FN, 86 1� (GET TOWN DPW APPROVAL PRIOR REMOVAL) /
N/F
PALMER DAVENPORT TR.
20 NORTH MAIN Sr
,SOUTH YARMOUTH, MA
J
100
M
M
100
FT
FT
BENCHMARK
CATCH BASIN GREATWESTERN ROAD EL.=86.4' (ASSUMED) 20
TOP OF FOUNDATION 10' MINIM
ELEV. = 03.1 10 FT. MINIMUM
(3) 24" MANHOLE
COVER
®24" MANHOLE
I
ON COVERS COVERS -1
4 SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
28 4" CAST IRON PIPE 1
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
L
UN •83
ELEV. _ _¢Q¢Q_
10 F I 2,D"
DESIGN CALCULATIONS ELEV. _ 90.18 MIN' ELEV. = SUMP 6LEVEL
"
NUMBER OF BEDROOMS _-2- ELEV. = Raj_ ELEV.
GARBAGE DISPOSAL UNIT _ NO
TOTAL ESTIMATED FLOW SAMPLE CATH AND DISTRIBUTION ELEV. _
( 110 GAL/BR./DAY X -2- SR.) -2,2Q_ GAL./DAY (TO BE PLACED ON FlRM BASE) REORCULATING PUMP BOX
REQUIRED SEPTIC TANK CAPACITY _1500 GAL.min SINGULAR (TO BE WATER TESTED)
ACTUAL SIZE OF SEPTIC TANK 1500 GAL.
SOIL CLASSIFICATION ---i- TREATMENT PLANT 3/4• TO 1 1/2" CLEAN
DESIGN PERCOLATION RATE <-5- MIN./IN. (OR EQUAL) FREE OF FINES & SILTJ
EFFLUENT LOADING RATE 4,7-4_ GAL./DAY/S.F.
LEACHING AREA 297.5 SQ. FT.
(7'xx2') SEWAGE DISPOSAL SYSTEM PROFILE
LEACHINGG CAPACITY (AREA XRATE) -224_ GAL./DAY NOT TO SCALE
297.5 X 0.74
RESERVE LEACHING CAPACITY _224_ GAL./DAY
(7'x24.5')+(63'x2')x(0.74)
NOTES:
SOIL TEST
DATE OF SOIL TEST /13102 __
SOIL TEST DONE BY CRAIG R. SHORT P.E_
WITNESSED BY
OBSERVATION HOLE 1 ELEV.=-90.0 OBSERVATION HOLE 2 ELEV.=__91_0_
PERCOLATION RATE < 2__ MIN./INCH AT INCHES INCHES PERCOLATION RATE _<_ 2 MIN./INCH IN INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
9'
A
LOAMY SAND
10YR6/1
NO
ROOTS
18'
B
FINE SAND
10YR7/8
AIW-230
ROOTS
25"
E
FINE SAND
10YRB/l
----
87.5
---------
48'
------------------
Cl
LOAMY SAND
10YR6/8
------
-----
Q. 86.0
---------
132"
C2
FINE SAND
10YR7/8
DAMP AT 11' __ ELEV. =
WATER ENCOUNTERED AT POND ELEV. = 78.10_
U
j�
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
9"
A
LOAMY SAND
10YR6/1
NO
ROOTS
42"
B
LOAMY SAND
10YR7/8
AIW-230
ROOTS
__-_
_
-----------------EL
SYSTEM SAS
----
87.5
---------
__8200- BOTTOM OF BRIDGE
BOTTOM OF TEST HOLE ELEV. =
FINE TO
138'
C
MEDIUM SAND
10YR7/4
NO WATER ENCOUNTERED AT --11.5'_ ELEV. =
SECTION A -A
VERTICAL & HORIZONTAL ELEVATIONS
SCALE: 1 " = 10'
CLEAN SAND
AND SEED
°
2" LAYER OF
18.7012"
°
° ❑C]OC70130 ❑000 ° °
WASHED STONEVENT
91.00 MIN.
NOT REQUIRED
0C' C' 0oo0
°
y`'VIF" - "fi1 c
°
° ❑C]OC70130 ❑000 ° °
2002
yy ° ,
10 0 CM3 CO3 CM M
WIH
° ° 00000000000 ° ° °
/ °
/tP rO
° ° ° 0 0 °ELEV.
_ 87.25
2 500 GALLON DRYWELLS WITH
__---
STONE IN AN
REV.
i X 24.5' X 2' TRENCH FORMATION zWELL
AIW-230
SOIL ABSORPTION
25' ZONE___EL_
INDEX 26.30
SYSTEM SAS
ADJUST 3.9
USGS PROBABLE WATER TABLE ELEV. =
OBSERVED WATER TABLE ( / / ) ELEV. _
__8200- BOTTOM OF BRIDGE
BOTTOM OF TEST HOLE ELEV. =
_78.10- HIGHEST GROUND
_72.0 WATER ELEV; 81.Of
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5,
AND THE TOWN 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 WITH-
STANDING 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, ANY MASONRY UNITS
USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE.
5. 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 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO
COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE
CONDITIONS PRIOR TO COMMENCING WORK ON SITE, ANY VARIATION IS
TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE C
9. LOT IS SHOWN ON ASSESSORS MAP 41- AS PARCEL 100
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND FOR
A MINIMUM OF 5 FT FROM AROUND THE SOIL ABSORPTION SYSTEM, AND
BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3)
(I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT.
11. MINIMUM LOT AREA FOR 2 BEDROOMS WITH SINGULAR TREATMENT PLANT IS
13,300 SF. EXISTING LOT AREA IS 11,475 SF. SHORTFALL OF 1,825 SF
12. PROPOSED DESIGN IS FOR A 2 BEDROOM DWELLING, BUT ONLY A 1 BEDROOM
DWELLING IS ALLOWED OF CONTRIBUTION. A 2
BEDROOM DWELLING IS
AE ALLOWED OWNER CANACQUIRE DEVELOPMENT RIGHTS
OF AT LEAST 1,825 S.F. FOR A TOTAL OF 13,300 S.F.
(DEED RESTRICTIONS REQUIRED)
13. DESIGN ENGINEER TO INSPECT CONSTRUCTION OF SEPTIC SYSTEM AND
PROVIDED CERTIFIED AS=BUILT,"WITH"FINISHED-GRADES TO BOARD -OF HEALTH.
APPROVED: BOARD OF HEALTH
DATE AGENT
SECTION H-8
VERTICAL & HORIZONTAL ELEVATIONS
SCALE: 1 " = 10'
31341
31-00
0� R�
'0'(;5
LOCUS
N
O
GREAT I7'ES7E-RN RD
LOCATION MAP
PROPOSED SEPTIC DESIGN
FOR
WILLIAM S ULYMA
D`66 GREAT WESTERN ROAD
SOUTH YARMOUTH, MASS
CRAIG R. SHORT, P.E.
235 GREAT WESTERN ROAD
508- P. 0. BOX 1044
98-8311 SOUTH DENNIS, MASS. 02661
DATE SEP 27,
2002
y`'VIF" - "fi1 c
DWELLING
2002
REV.
WIH
2002
/tP rO
CARAGE
2003
T
UNDER
200123
REV.
REV.
SECTION H-8
VERTICAL & HORIZONTAL ELEVATIONS
SCALE: 1 " = 10'
31341
31-00
0� R�
'0'(;5
LOCUS
N
O
GREAT I7'ES7E-RN RD
LOCATION MAP
PROPOSED SEPTIC DESIGN
FOR
WILLIAM S ULYMA
D`66 GREAT WESTERN ROAD
SOUTH YARMOUTH, MASS
CRAIG R. SHORT, P.E.
235 GREAT WESTERN ROAD
508- P. 0. BOX 1044
98-8311 SOUTH DENNIS, MASS. 02661
DATE SEP 27,
2002
REV.
OCT 09,
2002
REV.
NOV 26,
2002
REV.
IAN 10,
2003
REV.
FEB 25,
200123
REV.
REV.
SCALE 1 " c 1 O+
JOB N0. 12-0961
SHEET 1 JOF 1