HomeMy WebLinkAboutApp# 3-A178"-- ASPHALT OR F.G. ROOF SHINGLES
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5 1/2- T.W.
12
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RIGHT ELEVATION ?_'.°er5,�f° a:��`_t 7•'0
LEFT ELEVATION
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DEPTH HORIZ
TEXTURE - COLOR
MOTT.
OTHER ..
0-13 O/A
LOAMY SAND 10YR3/3
1/8' TO 1/2'
ROOTS
13-38 B
w
PROJECT LOCATION
IAT 46
158 MERCHANT AVE, YAR.
ROOTS
34.00 MAX
WASHED STONE
5,50 4'- CAST IRON PIPE
3 , I P1iG11�1 itG
235 GREAT WESTERN ROAD
_ P. 0. BOX,713 '
398-3922 SOUTH DENNIS, MASS. 02660
31.75 M!4. OTTREQUIRED
(OR EQUAL) MINIMUM,_'
DATE "DEC. :27, 2PO2
SCALE 1
REV.
AUG. 12, 2003
PITCH 1/4 ,PER FT.
`
z
REv. JUNE .13, 2003
- LOCATION MAP
REV.. MAY --2, 2003
TEE
�
FLOW LINE
31.00
c
ELEV. 33.50
10" N.
-�
0 0
_ o
J
-ELEV.- a
31_50
0
10' o
ECFV. s��
GAS
ELEV.. _
_30.72 6. S P` ELEVVL'= 30_55
_
= a ELEV. _ "29.67
BAFFLE
DISTRIBUTION
LIQUID OUTLET
'� -
ELEV. R -'
BOX
6 HIGH
CAPACITY INFILTRATORS WITH
-
- _30.50
STONE IN AN
DEPTH
4 FEET 14 tNCHES
(TO BE PLACED ON FIRM BASE)
fi0 BE WATER TESTED
.67
DEPTH HORIZ
TEXTURE - COLOR
MOTT.
OTHER ..
0-13 O/A
LOAMY SAND 10YR3/3
NO
ROOTS
13-38 B
LOAMY_SAND 10YR5/8
PROJECT LOCATION
IAT 46
158 MERCHANT AVE, YAR.
ROOTS
38-132 C
COURSE SAND 10YR6/8
COBBLES
5'FEET" 19 INCHES I1 IF MORE 'THAN ONE OUTLET i1 X 48 X 10' TRENCH FORMA11ON
6 FEET 24 INCHES 1500 GALLON ,AA p T7 WELL N/A NO WATER ENCOUNTERED AT 13 ELEV. 99-90 NO WATER ENCOUNTERED AT t70" ' ELEV.
• 7 FEEL 29 INCHES T (TO BE, PLACED ON FIRM BASE) SOIL ABSORP TION
8 FEET 34 INCHES
SEPTIC: TANK 3/4" TO 1 1/2` CLEAN
SYSTEM WASHED STONE S i STEM (SAS) ADJUST
FREE OF FINES SILT ILEGEND: DESIGN CALCULATIONS
'GA PROFI USGS PROBABLE WATER TABLE ELEV. - EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS 4 "
' SE}MAQE /OI OSAL S I VJTOBSERVED WATER TABLE ( / f ) ELEV. EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNITd0
NOT/TO SCALE `FI BOTTOM OF TEST HOLE ELEV: a12 QQ_ FINAL SPOT ELEVATION 'TOTAL ESTIMATED FLOW .
EOW 4 / / / \ 21.6 FINAL CONTOUR --fir ( 110 GAL/BR./bAY X a 9R.) _�4_ GAL/DAY
��.0 SOIL TEST LOCATION #tEQUiRED SEPTIC TANK,CAPACITY _$"4_ GL. "
UTILITY POLE -d-
ACTUAL SIZE OF; SEPTIC TANK X500 OA(:
CATCHBASIN DESIGN
WATER �W.�Im W CLASSIFICATION
RATE S MIN./IN.
GAS LINE" EFFLUENT LOADING RATE. -DJ-4- GAL./DAY/S.F.
t' EDIS J ,epi // / ✓ / / / f / / / / CLEAN OUT " C-
2
� LEACHING AREA 826.33 SO FT.
pRA AWA . / - � / / /. / ! i/ / CESSPOOL. C.P.(11X48)+(5M=O/12)
LEACHING CAPACITY (AREA X RATE) M&O 'GAL/DAY
z .4GR0 35.7 / BN74
RiRESERVE LEACHIGCAPACITY M.40 GAC./DAY
24.2
Eow z ✓ / / �' / /' / ✓. / / / / / / NOTES:
1. ALL WORKM4N$k1P AND MATERIALS SHALL CONFORM TO'D.E.P
TITLE • 5 AND THE TOWN OF _�-YARMQUTH RULES `ANDrow
'
y REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
y / l 4512. ALL COVERS TO SANITARY UNITS SHALL 8E $ROUGHT TO I V,
WITHIN 6' OF FINISHED GRADE
/
/ �_ / / ti / /<' / / y / /
i / \ 3. AIL.COMPONEN7S OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
' / / y / ( \ / WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN } / / J \tike/ �� / y j y \ \ 10 FT.: OF - USED UNDER ODRIVES
DRIVES OR PARKING AREAS. H-20 tOADING SHALL BE
\hbr N� /'� // // \ 37.2/ 39.2 '�� \\\ 1\ // / y/ - /, 4. ANY M SO RYUNIITS USED TO BRINGRCOVERS TO 'GRDE SHALL
/ l / i BE MORTARED IN PLACE.
5. NO DETERMINAT.ON HAS BEEN MADE AS TO COMPLIANCE W1714
27.0 Y / / l { \ / DEEDED OR ZONING, REGULATIONS. OWNER f APPLICANT IS TO'
f \ / 39,1 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
33.2\ / 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
0 /' / ` ti \ / IS TO CALL 'DIG=
DEPTH
HDRIZ
. TEXTURE COLOR MOTT.
OTHER
.... ...._..., - _
OjA
MY N t0YR3 3 N
LOA SAD / 0
ROOTS
13-38
8
LOAMY SAND fOYR5/8
ROOTS .
38-132
1/8` TO 1/2`
COURSE SAND 10YR6/8
COBBLES
`
30-120:
34.00 MAX.
WASHED "STONE VENT
2.5Y6/6
5,50 4" CAST IRON PIPE
31.75 MN. NOT REQUIRED
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT:
-
_
TEE
FLOW UNEJJ
31.00
ELEV. 33.50
10"
T.MIN.
eoo
ELEV. s 31.50
LEVEL
_
_ = 6: 0 10' ELEV. 29.67
ELEV. e �!'>:_
GAS
6` SU P - 30.55
ELEV. 30� ELEV:
BAFFLE
DISTRIBUTION
LIQUID OUTLET
*
°-
ELEV. a
p
6OX 34+54,
6 HIGH
CAPACITY INFILTRATORS WITH
STONE IN AN
(TO
BE PLACED ON FIRM
BASE) TED
67
DEPTH
HDRIZ
. TEXTURE COLOR MOTT.
OTHER
-
O 13
OjA
MY N t0YR3 3 N
LOA SAD / 0
ROOTS
13-38
8
LOAMY SAND fOYR5/8
ROOTS .
38-132
C
COURSE SAND 10YR6/8
COBBLES
DEPTH
HORIZ
TEXTURE -
COLOR
MOTT.
OTHER,;.
0-90/A
LOAMY SAND
10YR3/4
NO
ROOTS
9-30
8'
LOAMY SAND
IOYR5/8
ROOTS
30-120:
C
MEDIUM SAND
2.5Y6/6
4 FEET 14 INCHES TO BE_WATER S 11' X'46 X 10w TRENCH FORMATION '
5 FEET 19 INCHES IF MORE THAN .ONE OUTLET n WELL N A NO WATER ENCOUNTERED AT _ 132Z ELEV. _- 22 29 NO WATER ENCOUNTERED AT _ 170„ . ELEV. w _22 DQ
6 FEET 24 INCHES `500 GALLON TO BE PLACED ON FlRM BASE) A
7 FEET 29 INCHES T �r ( SOIL ABSORPTION ,
8 FEET 34 INCHES SEPTIC - TANK ZONE
3/4' TO 1 i/2' CLEAN SYSTEM (SAS) INDEX
DOUBLE WASHED STONE ADJUST
FREE OF FINES & SILT LEGEND: DESIGN CALCULATIONS
V� USGS PROBABLE WATER TABLE ELEV. _ _ EXISTING`SPOT`ELEVATION 00x0 NUMBER OF BEDROOMS 4
SE)UAGE ADL O AL S 1 STgy PRO OBSERVED WATER TABLE ( / / ) ELEV. EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT
OT`TO SCALE ` BOTTOM. OF TEST HOLE ELEV. = 224Q_ FINAL SPOT ELEVATION TOTAL ESTIMATED: FLOW _
fOW 4 ' / / j/ / / , i s f,\ FINAL CONTOUR- REQUIRED SEP8C� NK CAPACITYS M) 42 . GAL/DAY
21.6 SOIL TEST LOCATION
��•0/ / / /, ✓2�9 NJ UTILITY POLE ACTUAL SIZE OF:SEPTIC TANK. 1800 GAL.
eOG j%✓ f / / / / / / / ✓ TOWN WATER -WW SOIL CLASSIFICATION
CATCH BASIN g�®j EFFLUENT DESIGN LOADING GORATE N RATE5 .Zi GAL.MIN./DAY S.F.
GAS LINE C,O. LEACHING AREA _ .SQ. FT. . j.
.. EDW 3 / / / - CLEAN OUT _-_-+�'.'�
G1yP /� 6 2 / /j // / t tf t y j/ / CESSPOOL C.P. Q (11X48(59X2X10J72)
/ LEACHING CAPACITY (AREA X RATE) , IMI GAL./DAY
6y.1, / •,5.7 626.33 X 0.74
¢ VE LEACHING C
APACITY $1- GAL./DAY
24:2lff
fowl NOTES.
1.'ALL WORKMANSHIP AND MATERIALS SHALL CONFORM 'FO D.E.P.
TITLE 5 AND.: THE TOWN OF, __IMMLM- RULES AND
REGULATIONS FORTHESUBSURFACE DISPOSAL OF SEWAGE,
£OiY 1 �� �' / / / lupi / / ' ` / / / / / / / / / / / / i • 45.8 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
.^ .\ / / / / / / 1 WITHIN 6' OF `FINISHED GRADE.
,[k1 Y / / / j / / / - / / / ✓ / / / / \ \ 3. ALL COMPONENTS OF THE SANITARY SYSTEMSHALL 8E ' CAPABLE OF
/ , / , / t?/ / ��/As / (, \ _ i WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
/ / / h / / / kit '� / j ✓ C/ / / \ % / 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
37.2/ USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
2 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL `
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE NTH '
f l / / / / y •
27 0 % / , \ / DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
/ �/ ( \ \ / 39.1 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
33.21 { / t 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
9Z /,t 15 TO CALL "DIC -SAFE". AT 1-888-344-7233 AT LAST 72 HOURS
o p0 / / �_ 1 Al* \ , PRIOR TO COMMENCING WORK ON SITE.
( / / / l / - / / &D• / / , ` \ 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
/ / ,/ / \ i f •\�9. /z:/s-
REV.
39.1 SITE CONDITTONS PRIOR "f0 COMMENCING WORK ON SITE. ANY. VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
/` IMMEDIATELY.
/ / l / ' \i / / /IJMIT OF OIL /. 8, PARCEL IS IN FLOOD ZONE �'c�,27.9 / /5' OVERDIG ` ST t \ / 9.*LOT iS SHOWJ ON 'ASSESSORS MAP. 127 "'A$ PARCEL X2426.9 / 10.'ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
/l 17.I� / , : 40(.8 r 38 8 A.M!NIMUM OF 5'. AROUND SOIL ABSORP11ON'SYSTEM AND BE REPLACED
WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3).
LA 46 38.7
ARfA f8,bB2t.F. 36.8 y�of 4,1
APPROVED: BOARD 'OF HEALTH(?6)`39.3 ,te, STS
38.7N r?A
`7.9.1DATE AGENTDy BOX1500 GA25.2 % / f SEP1lC NK ^.-() �3$.6 SEPTIPROPOSED C DEFOR
2$$,�9.Do DUBLIN CONSTRUCTION
029.9 �`/ �\ y�S PROJECT LOCATIONS IAT. 46�39.7.1581�ERCHANT AVE, : YAR.•.S=� EffGit'lEIsdMG235`GREA7:WESTERNROADP.- , BOS 713
X4.9LV�i 922 '--SOU ,=MASS. 02660
-
. DADE 27, ,20027. SCALE8.2aos REv: AU 2003 fZ. 1`2,:2003: yo,5595--46 G. a 2, REV. MA JOB JUNE '1 200 LOCATIC?N MAP REv. MAY 2,."2003' SHEET 1' OF -1
- 0.7
�ao.a
1 4 G SS PROD 5596-00 dw" 5596�OODWG`C2002 WEETSER ENGINEERING
a
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