HomeMy WebLinkAbout15-A0521
Cc Streibert Associates - Architects
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NUMMENVI Second Floor
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Rear Elevation
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STREIBERT ASSOCIATES Architects Three Bedroom Cape
15 Linden Tree Lane 10 Embassy Lane
Chatham, Massachusetts 02633 508-945-1459 Yarmouth Port, MA 02675
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Rear Elevation
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STREIBERT ASSOCIATES Architects Three Bedroom Cape
15 Linden Tree Lane 10 Embassy Lane
Chatham, Massachusetts 02633 508-945-1459 Yarmouth Port, MA 02675
1504 Elevations 2
Scale: 1/4" = 1'- 0"
12
112
Second H. Ceiling
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Second Floor
First Floor
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Left Side Elevation
Southwest
A4
15 May 2015
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1504 Elevations 2
Scale: 1/4" = 1'- 0"
12
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Second H. Ceiling
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Second Floor
First Floor
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Left Side Elevation
Southwest
A4
15 May 2015
IUr Ur hUUNUAIIUN 20 FT. MINIMUM FROM CELLAR OR CRAWL SP
ELEV. _ _99.8 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB
CONCRETE
COVERS -a
4- SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
8.10
HORIZ
4" CAST IRON PIPE
COLOR
MOTT.
OTHER
/ F MAY
0/A
LOAMY _SAND
t0YR5/1
(OR EQUAL) MINIMUM
ROOTS
10-32"
B
LOAMY SAND
__ -COARSE
10YR6/6
" M
921
--�
2-120
PITCH 1/4" PER FT.
SAND
2.5Y7/4
--060_
_1500 GAL.
SOIL CLASSIFICATION
JOB N0. 7"2-00
REV.
DESIGN PERCOLATION RATE
S___ MIN. /IN.
EFFLUENT LOADING RATE
Q�j�_ GAL./DAY/S. F.
LOCATION MAP
FLOW
474_33 S0. FT.
TEE
(11X38)+(47X2X10/12)
LEACHING CAPACITY (AREA X RATE)
_ tDQ GAL./DAY
474.33 X 0.74
LEVELERS
RESERVE LEACHING CAPACITY
ML9Q GAL
FLOW'
LINE
I
'
ELEV.= 91.50
10"
7.
ll
ELEV. = 91.00_ 2'0"
ELEV = _$L2�_
.f
GAS
ELEv
LEVEL
- 90 87_- 6" SUMP LELEV
BAFFLE
- -$----
I
DISTRIBUTION
LIQUID
OUTLET
E_Ev _
T
F
14 INCHES
(TO BE PLACED
ON FIRM CASE)
BOX
a FEET
5 FEET
6 FEET
19 INCHES
24 INCHES
-
1500 GALLON
C BE WATER TESTED
I` MORE THAN ONE OUTLET
8 FEET
34 INCHES
SEPTIC
TANK
- (TO B_ PLACED ON FIRM GAS,-)
3/4" TO 1 1/2" CLEAN -�
DOUBLE WASHE-" 5'ONE
-
FREE OF FINES & SIL-
SEWAGE
DISPOSAL
SYSTEM PROFILE
NC' _J
SCALE
A
CA
94-
SOIL
CST 2
SOL 150D GALL
TEST 1 D SEP
TA
LEGEND:
EXISTING SPOT ELEVATION 00.0
EXISTING CONTOUR ----00----
CLEAN SAND
INSPECTION PORT
LOAM AND SEED
2" LAYER OF
1 \1/8" TO 1/2"
WASHED STONE
MAX. �,� 1 OR FILTERFABRIC�I VENT
L� 9173 MIN NOT REQUIRED
X1.00 J ELEV.
0 0 _
c
-89.6740----- ERML
( VINYL
iLIN
4 HIGH CAPAC TY NFILTRATCRS 'MTH
STONE IN AN 607
11' X 36' X 10' TRNCr `7ORMATtON :8.07 8&1
E'_E'V. _
SOIL ABSORPTION �'
wEu N/A
ZONE
SYSTEM (SAS) I NDEX
ADJUS'
,SCS PROBLELE WATER TABLE E_EV =
3ESERvE: J:ATER TABLE I' % / ) ELEV. =
BOT,.Cn1 C TEST HOLE E Ev -
BEA'C�S' A RK
�. CA TG-> 9A5,1/V
E 00.0
i 0.0
100.1
r \
1�
y
98.6
9" �Z`„ l x 97.3 /
Ln _:I
N js
C+ 021
1.4 %
� Y
JUN
YAR
NGSON
SOIL TEST
DATE OF SOIL TEST JUL 3 2Q14____
SOIL TEST DONE BY S>��R gNGIN€ER1jG
WITNESSED BY _A._Qq_ g.NL
OBSERVATION HOLE 1 ELEV.-_ 93.6_
PERCOLATION RATE _ <_2 MIN./INCH AT _44_ INCHES tV3
z
nw vv. ER LNcuUNItK:U AT _ lzu ELEV. - _ 83.6
OBSERVATION HOLE 2 ELEV.=__952_
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
fflB
0/A
LOAMY _SAND
t0YR5/1
NO
ROOTS
10-32"
B
LOAMY SAND
__ -COARSE
10YR6/6
ROOTS
2-120
C
SAND
2.5Y7/4
--060_
_1500 GAL.
nw vv. ER LNcuUNItK:U AT _ lzu ELEV. - _ 83.6
OBSERVATION HOLE 2 ELEV.=__952_
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-10
0/A
LOAMY SAND
10YR5/1
NO
ROOTS
10-32"
B
LOAMY SAND
10YR6/6
_,33Q_ GAL./DAY
R00TS
2-120
C
COARSE SAND
2.577/4
--060_
_1500 GAL.
�{
NU WA ILK LNCUUN TERED AT _ Iiu ELEV. _
_ 85.2 _
RtCEjVEL)
DESIGN
NUMBER OF MSCALCULATIONS
3
JUN
GARBAGE DISPOSAL UNIT
=176
6� f615
TOTAL ESTIMATED FLOW
TOWN CLERK
( 110 GAL/BR./DAY X �_ SR.)
_,33Q_ GAL./DAY
8p
YARM0l1fH"J(�
REQUIRED SEPTIC TANK CAPACITY
GAL.
ACTUAL SIZE OF SEPTIC TANK
--060_
_1500 GAL.
SOIL CLASSIFICATION
JOB N0. 7"2-00
REV.
DESIGN PERCOLATION RATE
S___ MIN. /IN.
EFFLUENT LOADING RATE
Q�j�_ GAL./DAY/S. F.
LOCATION MAP
LEACHING AREA
474_33 S0. FT.
(11X38)+(47X2X10/12)
LEACHING CAPACITY (AREA X RATE)
_ tDQ GAL./DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY
ML9Q GAL
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 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 SYSTEM SHALL BE CAPABLE OF
WITHSTANDING 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.
4, ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINALON HAS -BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
.OBTAIN SUCH DETERMINATON 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
A'YO!�IS-SHOWN ON-A938S?@R3'-FrAf�-_151-AS-f MAR-CEt
10. SOIL TESTING IS REOUIRED WHEN THE RESERVE AREA IS UTILIZED.
11. A PARTIAL REMOVAL OF ANY UNSUITABLE MATERIAL FOR A DISTANCE OF
5' AROUND AND UNDER THE SOIL ABSORPTION SYSTEM AND BE REPLACED
WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3) IS REQUIRED .
11. VARIANCES TO TOWN REGULATIONS:
A. TOP OF FOUNDATION LESS THAN 2' ABOVE HIGH POINT IN ROAD
"AFFRONTING" THE LOT (VAR. OF 6.4').
APPROVED: BOARD OF HEALTH
PROPOSED SEPTIC DESIGN
FOR
SEASHORE HOMES, INC.
YARMOUTH, MASS.
BRAY" FARM N
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Locus
LONGFELLOW
P
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LOC.LOT 259 #10 EMBASSY
LANE, `YARMOUTH
SPiTETS'ER
203 SETUCKET ROAD
506- SOUTH ODENONIS71MASS.
385-6900 02660
DATE MAY 6-2015
SCALE .1 " = 20
JOB N0. 7"2-00
REV.
LOCATION MAP
REV.
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