HomeMy WebLinkAboutEngineered Plan - 2018TOP OF FOUNDATION
ELEV. _ 1_0900__-\
(ASSUMED)
4.4t
i
SLAB ELEV. = Q�•22t
4 FEET
5 FEET
6 FEET
7 FEET
8 FEET
LEGEND:
Ml WES,
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
DATE OF SOIL TEST MARCH 22`2018 __
10 FT, MINIMUM 10 FT. MINIMUM FROM SLAB ;
CLEAN SAND SOIL TEST DONE BY SWEETSER ENGINEERING
CONCRETE ! WITNESSED BY _A._VQN MANE-_--__-_
INSPECTION PORT
COVERS 4" SCHEDULE 40 PVC PIPE �COAM AND SEED P��*` }'' -1�' °''� ? ELEV.=__95.09
MIN. PITCH 1/8" PER FT. 2" LAYER OF +� "''"' aZ e: x ` �'
1/8" TO 1/2" PERCOLATION RATE :_ 2__ MIN./INCH AT 44 INCHES
6'MAX.. WASHED STONE r---------
AX. 95.0 MAX. OR FILTER FABRIC VENT I DEPTH I HORIZ TEXTURE COLOR MOTT. OTHER
4" CAST IRON PIPE 6" MAX. 93.75 MIN. NOT REQUIRED '0-8" A LOAMY SAND 10YR4/1 NO ROOTS
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT. FLOIh' TEE Z fB LOAMY SAND 10YR7/4 ROOTS
_
LEVELERS 4} 121-132" iC COARSE SAND 2,5Y7/4
FLOW LINE 93.0 µ °' NO WATER ENCOUNTERED AT -132" ELEV. = 84.09
ELEV. 95_6±- r�0" 6" SLEEVE
ELEV. _ _95.20_ 210,. . °
LEVEL ° ° "00101
0 ELEV. _ _91.67_ DESIGN C �`,i. �, LAMONS
ELEV, = 95.37 ADD GAS 6" SUMP _ _ °
BAFFLE ELEV. _ _ 92_67 ELEV. = 92.0 NUMBER OF BEDROOMS 3
6� IE g $a GARBAGE DISPOSAL UNIT�-
•"+ ELEV. _ ¢HIGH CAPACITY INFILTRATORS WITH TOTAL ESTIMATED FLOW
OUTLET l: _�Z,. 2Q_ STONE IN AN � ( 110 GAL/BR./DAY X __3 BR.) --330- GAL./DAY
TEE (EXISTING) ! z REQUIRED SEPTIC TANK CAPACITY _-O-GQ-GQGAL,
14 INCHES TO BE WATER TESTED ! 7.58 EXISTING 100 GAL.
19 INCHES $- f IF MORE THAN ONE OUTLET it X 35 X 10 TRENCH FORMATION ; 1 N ACTUAL SIZE OF SEPTIC TANK (EXISTING) _
24 INCHES i 0 st •1 : , ti I `�' 1 WELL SOIL CLASSIFICATION
29 INCHES - �,! �. (TO BE PLACED ON FIRM BASE) � SO # t I NULL N A DESIGN PERCOLATION RATE <_,�� MIN./IN.
ZONE
34 INCHES *10 r!`* 3/4" TO 1 1 /2" CLEAN �,r ^�^! INDEX EFFLUENT LOADING RATE Q,Z4_ GAL./DAY/S.F.
S"(ST C E ir, ( ��� g LEACHING AREA AMAM SQ. FT.
DOUBLE WASHED STONE ADJUST - .(11X35)+(47X2X10/12)
FREE OF FINES & SILT
LEACHING CAPACITY (AREA X RATE) X5100 GAL./DAY
t� �,fia.�1., Imo,. ��:P- USGS PROBABLE WATER TABLE ELEV, = ------
474.33 X 0.74
.. �;- +��-' » 1 *� I �-<'Y ILE OBSERVED WATER TABLE ( / / }ELEV. _ RESERVE LEACHING CAPACITY NQNE GAL./DAY
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. =
EXISTING SPOT ELEVATION
00,0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
00.0
FINAL CONTOUR
-
SOIL TEST LOCATION
UTILITY POLE -O-
TOWN WATER -W ��1"Ja------
CATCH BASIN
GAS LINE "
CLEAN OUT C.
CESSPOOL C.P.0
' 2 9 WF F �au Mme
-` 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. i
`
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS Or THE SANITARY SYSTEM SHALL BE CAPABLE OF
s Pte( , ` WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
��°� ,+ 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
82� SOIL USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
143• p 1 !�EOts�`�\P2 a 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
TEST 94.4 % r savoy ` BE MORTARED IN PLACE.
36 .00 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
o DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
� OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITYTION _.
' 96.71 --, 6 ISLITIES SHTO CALL "DIG -SAFE" FAT 1 888 04L 7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
BOX 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
til '~� rtUK SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE, ANY VARIATION
95.6 �� pF t� 4�
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
QQ �ai� IMMEDIATELY.
�- 98. `1�6 7 �3 n` . 8. PARCEL IS IN FLOOD ZONE
_ pgN o X
6 0 - - R t �-`�'. _-9. LOT 1S_SHOWN ON ASSESSORS MAP ._-__§!' PARCEL 3
97.25; i gy 198•� K: 0 U' 10. EXISTING PIT IS TO BE PUMPED AND BACKFILLED WITH SAND.
r ..,.._r , f ` �� �1 c� 11. WASTE LINE FROM TANK TO SOIL ABSORPTION SYSTEM IS TO BE PLACED
98 Y5< = - 96.2
_..
o• �4 w INSIDE A 6" 150 PSI PRESSURE PIPE AS SHOWN AT LEFT OVER WATER SERVICE.
FG1S�
97.7 �.� • 1�S�ONAt
97
,SHED '1 �
-`Y.7 98 �3 97.8 97.7
}
y ' ' 00vl
6 GALLON
s 1.: Yf rmaouth Health Department
SEPTIC TANK P
1 LOT 2 4 t
99tz�.3 15, 733.4 f S.F. o Marne Date �.f:'�i'
� !f ,--------- 98.5 ��;~ """'. / � �
97.4 I ,` -
96.7
98'11 97,6 I
DATE AGENT
_ f • X7.7 �7
-.�
K.
"-' x p.'.M� YY(�a$�A 4� litl V4 Yi' Y A�. w plat p y " !f b.Y' i R 71 . 4 Y'v i Y. i?. "f �T i
x 98.28 �- a p° s iF M "RI 5 5 4 ' yS
98.5 a <�-" gz �� Ut-R� . � 3i4,fAS'3. (, s� 6u, � e b�.� ::
FOR
117.
i 1 41MY� #I�i�el�1 'FYI 01■
, 5
I ss LOOS;.a #^?
1 t tl� 5177 . i
S'
ISLAND 203 SETUCKET ROAD
- --
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
R� DATE MAR. 26, 2018 SCALE 1„ = 20' -�
REV. JOB N0. F 9 4 0 0
LOCATION MAP (REV. i� SHEET 1 OF 1
C.SB PP,O✓ 7994 -OD dw X7994-SAS.DWG 0 2018 S'O,`EETSER ENGINEERING