HomeMy WebLinkAboutEngineered Plan - 2017TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
_=
100 00 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB CLEAN SAND
I ELEV. ------
(ASSUMED) CONCRETE
COVERS INSPECTION PORT
4" SCHEDULE 40 PVC PIPE LOAM AND SEED
MIN. PITCH 1/8" PER FT. 2" LAYER OF
1/8" TO 1/2"
WASHED STONE
" CAST IRON PIPE MA 6"MAX. X 95.0 MAX OR.FILTER 5 FABMIN NOT
RIC VENT
2.00 4 -
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT. Z
LEVELLERS TEE
S0,1 TEST
T
DATE OF SOIL TEST MARCH 23, 2017 _
SOIL TEST DONE BY SWE ETSER ENGINEERING
WITNESSED BY
r,-_-RA'n1- 1 HOLE 1 ELEV.=_ 98.0
PERCOLATION RATE <_2__ MIN./INCH AT 311 __ INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-7"
A/E
LOAMY SAND
10YR4/1
NO
ROOTS
7-15"
B
LOAMY SAND
10YR5/6
ROOTS
15-126"
C
MEDIUM SAND
2.5Y7/4
FLOW LINE 95.00 °' NO WATER ENCOUNTERED AT 126i= ELEV. _ _ 87.5 _
ELEV. _ 2?.I�O _ 10.,
-TMIN. 70,
ELEV. - -=5.67 LEVEL 010 ELEV. 93367 ES'Gt,s�m Q,. T �a'ELEV. Q�.�7 GAS ELEV. _ _94.67_ 6" SUMP ELEV. _ _ 44.50
-- - BAFFLE DIS_ ' NUMBER OF BEDROOMS 3 -
e S �a GARBAGE DISPOSAL UNIT'
ELEV. _
TOTAL ESTIMATED FLOW
i $ 4 HIGH CAPACITY INFILTRATORS WITH (110 GAL/E?;�./DAY X �' _ 6R.) ���0_ GAL./DAY
LIQUID OUTLET ,o 94, 9- STONE IN AN Z j REQUIRED SEPTIC TANK CAPACITY ��0_ GAL.
DEPTH _
4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 6.17 _
5 FEET 19 INCHES � aR' � �. IF MORE THAN ONE OUTLET 11 X36 X 10 TRENCH FORMATION ACTUAL SIZE OF SEPTIC TANK 1�O GAL.
j6 FEET 24 !NCHES 1 * _ In SOIL CLASSIFICATION I
7 FEET 29 'INCHES � Qts (TO BE PLACED ON FIRM BASE) SOIL. ABSO R TIO � WELL N/A DESIGN PERCOLATION RATE ' <__5__ MIN./IN.
a., "c 1� d " " �.� ZONE EFFLUENT LOADING RATE Sa.7�_ GAL./DAY/S.F.
8 FEET 34 INCHES S=�° 3/4- TO 1 1 2 CLEAN •�.,�INDEX
/ / SYS I �.g l (SPA ) AD UST - _
DOUBLE WASHED STONE k' LEACHING AREA 471tM SO. FT.
(11X36)+(47X2X10/12)
FREE OF FINES & SILT
LEACHING CAPACITY (AREA X RATE) _335IQQ_ GAL./DAY
zm �� _���., USGS PROBABLE WATER TABLE ELEV. _ _-�_- 474.33 X 0.74
�t9riCZE DISPOSAL S i �T `'.:� PROFILE
OBSERVED WATER TABLE ( / / )ELEV. _ �__� � RESERVE LEACHING CAPACITY J�C?I�� GAL./DAY
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. =
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 DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
\� DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
97.8TION
�Q 6. IS T01 CALLHODIG-SAFE' AATE PAPROXI 888- 0 4-7233 ATALE:AST 072 _ H UROS
PRIOR TO COMMENCING WORK ON SITE.
oo. 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./ _ _ _ R - 31 AS PARCEL
• ; , _- _ _ ��- - - - ------------ _�"C0� - SHU�fi1 ON:'A5�tSS0a;S P,dAP _
S, Bre
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND.
98.9 FOR A MINIMUM OF .5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
11. EXISTING CESSPOOLS ARE 70 BE PUMPED AND BACKFILLED OR REMOVED.
12. INTERIOR PIPING MAY BE REPLUMBED (BY A LICENSED PLUMBER) TO EXIT
C.O.
� I. � OUT THE FRONT OF DWELLING AT INVERT ELEVATION 96.50.
99.0 �° �` D` I VE
Lu CL
x 9.2 \ SOIL 97.8 I j'"'���"
--�Go
�`s� TEST ti },� r ,J` '`r Var>mw>uth Health Depnc-tanent �• TLup
ul CJ
O lip
99.51Al
-(oL-
x
99.7 C t 't 'Y
.:
F... �{;, 99.2' D. �r,1�u w �j) e ate
7 BOX '
D
I
./ C t
• :r
Jt.
BOARD 0 1, t
C.0.
DATE AGENT
LOT 11
11,866 S. F.
.per l S ��.�e�; g �'^+� � _ g'-�,�. M1 . x �'��a '�'
o sof :.���
_ a
1500 GALLON
gg : FOR
SEPTIC TANK /x
99
_ . Y
100.0 1:.
..sk
CAPT.
99.4 SMALL L
LOC.
r D
I - r3 a�.1„
- # I-TT .9•p
J t1117 SOUTH
-
RIDBINWILLIAM
_ iU WILCOX 4n �" o ... q
10
o
N�. 31341 x....
f� 203 SETUCKE T ROAD
Q 0,\ - 508_ P. 0. BOX 713
ii
sssT J°' I \ SOUTH DENNIS, MASS.
fi�rr'•*-... . `�h�a� L,�,,,, iQ 385-6900 - 02860
EXISTING SPOT ELEVATION 00x0 .*' �� �F,., _ , DATE SCALE
EXISTING CONTOUR ----00--___ �:e, :�- � �. � :�� ' � MAR. 23, 20� 7
1 20
FINAL SPOT ELEVATION 00.0 -
s� r;
FINAL CONTOUR -
REV.
FOIL TEST LOCATION : , ;,' JCB NO.
r% 33' -
UTILITY POLE
TOWN WATER . W -- ---YJ s.-
�
CATCH BASIN
" j ; �s'
GAS LINE G REV.
CLEAN OUT C.O: LOCATION MAP SHEET 7; OF 1
r F L
y m��
71
CESSPOOL C.P. Q -
C.'\S8',PP,oI 7£333-00ewa 7833-SAS.DPYG 02017 SWEETSER ENGINEERING
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