HomeMy WebLinkAboutEngineered Plan - Rev. 2016x 95.8
1 % LOT 2
SO3L tl
DATE OF SOIL TEST JU�IE`22, 2016rY
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY A. YQNL HNE_�N
03SEER ATION HOLE 1 ELEV.=--17-6
PERCOLATION RATE �<�__ MIN./INCH AT __57 INCHES
DEPTH
HORIZ TEXTURE
COLOR MOTT. OTHER
0-10"
A_ LOAMY SAND
10YR5/1 NO ROOTS
TOP OF FOUNDATION
_
B LOAMY SAND
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
27-126"
C COARSE SAND
ELEV. = 00.0_
10 FT. MINIMUM
10 FT. MINIMUM FROM
SLAB
CLEAN .SAND
DATE JUNE 23, 2016
(ASSUMED)
scALE 1 = 20
CONCRETE
INSPECTION PORT
(13X33)- (4AX2X2)
JQB N0. i1 -0
COVERS
4" SCHEDULE 40 PVC PIPE
LOAM AND SEED
RESERVE LEACHING CAPACITY _Pd_C3'4',_ GAL./DAY
LOCATION MAP
REV.
MIN. PITCH 1/8" PER FT.
2" LAYER OF
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
\J
1/8". TO 1/2-
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
WASTED STONE
3.50*
4" CAST IRON PIPE
6' MAX. " MAX
" MA
98.35 MAX. OR FILTER FABRIC
95.10 MIN.
VENT
4, ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
(OR EQUAL) MINIMUM
97.4.5
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
NOT REQUIRED
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
PITCH 1/4" PER FT.
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY,
FLOW TEE
z
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIORTOCOMMENCING WORK ON SITE.
LEVELERS
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
FLOW LINE
95.35 cn
8. PARCEL''IS IN FLOOD ZONE _ %�
ELEV. = 96_50*_
10"
MIN.
`
❑❑❑❑❑O❑D❑❑❑
ELEV.
913A3 2,0..
_ _ LEVEL
°
° ° ❑0000❑❑❑❑❑❑ ° °
ELEV. _ _�a.�0_
ADD GAS ELEV.
6" SUMP
= 95_17 ELEV. _ _95.00
° °
❑ 0 ❑ ❑ ❑ ❑ ❑ ❑
i BAFFLE
DISTPIDU
°, °° ❑ ❑ ❑ ° 2' °
0
LIQUID
OUTLET®
f IQ! ELEV.,7j
�A�Q_
°
❑D❑❑❑❑❑❑OD❑
o o° ° ° ° ° ELEV.
DEPTH
4 FEET
TEE
14 INCHES
(EXISTING)
TO BE WATER TESTED
. WITH
'� x°'500 GALLON GALLEYS
5 FEET
6 FEET
19 INCHES/,
24 INCHES
�,,
1OOD GAH O
IF MORE THAN ONE OUTLET
% STONE IN AN
87 FEET
FEET
29
34 IINCHS NCHES
SEPTIC TANK
�
(TO BE PLACED ON FIRM BASE)J
- 13' X X 2- TRENCH FORA.IATION
� 5.5
WELL N/A
;
3/4" TO 1 1/2" CLEAN
I
SOIL ABSO PTIOS
ZONE
INDEX
DOUBLE WASHED STONE
ADJUST
FREE OF FINES &SILT
J ti
SYSTE SAS
SEWAGE DISPOSAL SYSTEP PROMLE
USGS PROBABLE WATER TABLE ELEV. =
OBSERVED WATER TABLE ( / /, ) ELEV. =
NOT TO SCALE
BOTTOM OF TEST HOLE ELEV. =
x 95.8
1 % LOT 2
SO3L tl
DATE OF SOIL TEST JU�IE`22, 2016rY
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY A. YQNL HNE_�N
03SEER ATION HOLE 1 ELEV.=--17-6
PERCOLATION RATE �<�__ MIN./INCH AT __57 INCHES
DEPTH
HORIZ TEXTURE
COLOR MOTT. OTHER
0-10"
A_ LOAMY SAND
10YR5/1 NO ROOTS
10-27"
_
B LOAMY SAND
10YR6/4 ROOTS
27-126"
C COARSE SAND
2.5Y7/4
NO WATER ENCOUNTERED AT Y 126"_ ELEV. = M87.1
4al
I{ Yc'1i'H)Cflouth Health Dep
artme►at
x 95.6 6 \' H1H {7sa,'XZI y. �,� of ASC .r ���
. f
H til
T�f•t�NCE
Date
j' AFS -
/ % 99.0 :.Ia. 31 vc I r z fI /�fQ. 979 f
/
9`�N2 TAR��K
efoR0044 ry i APPRO iD: BOARD O HEALIn.
Ts 1/ 97.2 1 l p p p pM$ G ry� � •
1000 GALLON 00.8'
SEPTIC TANK
98.5 t. DATE AGENT
96'.1 LEACH ,
PIT D.
(98
973 >` O 11.0'
x
O x 6
97 3300.• . 9� J
-� SOIL
TEST
x 96.3
x
97.6
97.3
LEGEND:
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR ----00--x- �`�K9' _ x 98.4
FINAL SPOT ELEVATION 00.0 .� T '
FINAL CONTOUR 00
SOIL TEST LOCATION
UTILITY POLE -0-
TOWN WATER -WW�
CATCH BASIN G`®� \, \ 8g /
GAS LINE
CLEAN OU'
^
CESSPOOL C.P. Q \
D -SIGN CALCULATIONS
Y �v1.0 0 �, 1 �SS.
ROUTE 6A
rr
d cif u 6Jsy
f
' \PGS N. SANDYSIDE �' >
NUMBER OF BEDROOMS 3
PROPOSED SEPL E
FOR
?r
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
LOC.
-TOR,11 , St 1� �.
'. J0 .,0 ,
( 110 GAL/M./DAY X --3- ER.) _ _ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY _f _ GAL.
ACTUAL SIZE OF SEPTIC TANK (EMSTING) -1-922-GAL.
SOIL CLASSIFICATION
DATE JUNE 23, 2016
DESIGN PERCOLATION RATE <_5__ M.N./IN.
scALE 1 = 20
EFFLUENT LOADING RATE D-74- GAL./DAY/S.F.
LEACHING AREA 6i3 -C14 SQ. FT.
(13X33)- (4AX2X2)
JQB N0. i1 -0
LEACHING CAPACITY (AREA X RATE) �3,I2 GAL/DAY
613.00 X 0.74
RESERVE LEACHING CAPACITY _Pd_C3'4',_ GAL./DAY
LOCATION MAP
REV.
SHEET 1 OF 1
MOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
\J
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,
6. UTILITIES SHO"tN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIORTOCOMMENCING 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 _ %�
117 �"� ¢ `
0. EXIJiiNG LE✓wFi r j. i� To 6Ir 1 ,ti:. z._ A"D BACKFILLED.1?_
4al
I{ Yc'1i'H)Cflouth Health Dep
artme►at
x 95.6 6 \' H1H {7sa,'XZI y. �,� of ASC .r ���
. f
H til
T�f•t�NCE
Date
j' AFS -
/ % 99.0 :.Ia. 31 vc I r z fI /�fQ. 979 f
/
9`�N2 TAR��K
efoR0044 ry i APPRO iD: BOARD O HEALIn.
Ts 1/ 97.2 1 l p p p pM$ G ry� � •
1000 GALLON 00.8'
SEPTIC TANK
98.5 t. DATE AGENT
96'.1 LEACH ,
PIT D.
(98
973 >` O 11.0'
x
O x 6
97 3300.• . 9� J
-� SOIL
TEST
x 96.3
x
97.6
97.3
LEGEND:
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR ----00--x- �`�K9' _ x 98.4
FINAL SPOT ELEVATION 00.0 .� T '
FINAL CONTOUR 00
SOIL TEST LOCATION
UTILITY POLE -0-
TOWN WATER -WW�
CATCH BASIN G`®� \, \ 8g /
GAS LINE
CLEAN OU'
^
CESSPOOL C.P. Q \
C., kS8tPROJ�7718-00o
SASDWG 0 2016 SWEETSER ENGINEERING
Y �v1.0 0 �, 1 �SS.
ROUTE 6A
rr
d cif u 6Jsy
f
' \PGS N. SANDYSIDE �' >
PROPOSED SEPL E
FOR
?r
LOC.
-TOR,11 , St 1� �.
'. J0 .,0 ,
�yj .' ;. +.0
203 SETUCKET ROAD -
508- P. 0. BOX 713 .
385-6900 SOUTH - DENNIS, MASS. 02660
DATE JUNE 23, 2016
scALE 1 = 20
REV.
JQB N0. i1 -0
LOCATION MAP
REV.
SHEET 1 OF 1
C., kS8tPROJ�7718-00o
SASDWG 0 2016 SWEETSER ENGINEERING