HomeMy WebLinkAboutEngineered Plan - 2016rlm- Tc t
TOP OF FOUNDATION
ELEV. = 100-00---,
(ASSUMED)
m
�NTERIOR PIPING IS TO BE
ELOCATED BY A LICENSE
LUMBER (IF NECESSARY)
LIQUID
4DEP
EET
5 FEET
6 FEET
7 FEET
8 FEET
LEGEND:
99. �
99.8
SHED
99.5 99.4
SOIL 99.5
TEST O g��� 99.2
�O. Y
�
0.0'
�� C9
/ 1 2
Q)
-'j &7
C.O. a0
,.� 98 . 95.4
D.
BOX 99
7pQ, /l ��./LIMIT OF 5'
4
LOT ,35
8,502 f S. F.
/ OVERDIG �y
O >> IL \ \ Ly
9 7. 9 �� 00' TEST
97.3 / \ \ 0R/�\
8 �9\
• 96.8
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 00.0
FINAL CONTOUR 00
SOIL TEST LOCATION
UTILITY POLE -O-
TOWN WATER - W -=-j- W ----
CATCH BASIN `® j
GAS LINE G
CLEAN OUT C. 0.
CESSPOOL C.P. Q
SOIL TEST
DATE OF SOIL TEST 96-1-1-9,_2016
SOIL TEST DONE BY LM_HAYES RS
S _�
WITNESSED BY P. RQ AU-
OSSERVATION HOLE 1 ELEV.=_ 97.7
PERCOLATION RATE _ _zMIN:/INCH AT 44 INCHES
W
DEPTH HORIZ TEXTURE
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
MOTT.
OTHER
10 FT. MINIMUM
10 FT. MINIMUM FROM
SLAB
10-15" A/E LOAMY_ SAND
10YR5/1
CLEAN SAND
10YR6/4
CONCRETE
33-120" IC MEDIUM SAND
2.5Y7/4
DATE MAY 23, 2016
COVERS
SCALE » �
1 = 20
INSPECTION PORT
4" SCHEDULE 40 PVC PIPE
LOAM AND SEED
REV.
MIN. PITCH 1/8" PER FT.
2" LAYER OF
LOCATION MAP
REV.
1/8" TO 1/2"
6 �
WASHED STONE
4" CAST IRON PIPE
98.82 MAX. OR FILTER FABRIC
VENT
(OR EQUAL) MINIMUM
96.57 MIN.
NOT REQUIRED
PITCH 1/4" PER FT.
TEE
Z
LEVELERS
�-'
FLOW LINE
95.82
ELEV. = 97.00_
10"
-TMIN.
°°�
ELEV.
_ _96.45 L20
- 10' °
ELEV. _ _96.70_
GAS ELEV.
_ 85_49 6"S MP ELEV�., _ _15.32_
.- -- G - _-- ° ELEV. _ _94.49-
BAFFLE �
_
DISTRIBUTION
OUTLET
_
ELEV. _
60�
4 HIGH CAPACITY WITH
TEE 14 INCHES
(TO BE .PLACED ON FIRM BASE)
_$��_
TO BE WATER TESTED
z
INCHES
HES
1500 GALLON
IF MORE THAN ONE OUTLET
11' X 36, X 10®` TRENCH FORMATION
'�
24
�
34 INCHES
SEPTIC TANS
(TO BE PLACED ON FIRM BASE)
SOIL
WELL .9
3/ 0 1/2" CLEAN
DOUBLE. WASHED STONE
+ABSORPTION
SYSTEM �7TEM (SAS)
ONE A2M
INDEX L:Z4 _ (4/2016)
ADJUST 1.04
FREE OF FINES & SILT
SEWAGE DISPOSAL SYSTEM PROFILEUSGS
PROBABLE WATER TABLE ELEV. =
OBSERVED WATER TABLE (5/19/2016) ELEV. =
NOT TO SCALE
BOTTOM OF TEST HOLE ELEV. =
_6,!�4�._
99. �
99.8
SHED
99.5 99.4
SOIL 99.5
TEST O g��� 99.2
�O. Y
�
0.0'
�� C9
/ 1 2
Q)
-'j &7
C.O. a0
,.� 98 . 95.4
D.
BOX 99
7pQ, /l ��./LIMIT OF 5'
4
LOT ,35
8,502 f S. F.
/ OVERDIG �y
O >> IL \ \ Ly
9 7. 9 �� 00' TEST
97.3 / \ \ 0R/�\
8 �9\
• 96.8
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 00.0
FINAL CONTOUR 00
SOIL TEST LOCATION
UTILITY POLE -O-
TOWN WATER - W -=-j- W ----
CATCH BASIN `® j
GAS LINE G
CLEAN OUT C. 0.
CESSPOOL C.P. Q
SOIL TEST
DATE OF SOIL TEST 96-1-1-9,_2016
SOIL TEST DONE BY LM_HAYES RS
S _�
WITNESSED BY P. RQ AU-
OSSERVATION HOLE 1 ELEV.=_ 97.7
PERCOLATION RATE _ _zMIN:/INCH AT 44 INCHES
W
DEPTH HORIZ TEXTURE
COLOR
MOTT.
OTHER
0-10" FILL
PROPOSED S r"TIC , D IGN
FOR t
ABBOTT,
.
NO
10-15" A/E LOAMY_ SAND
10YR5/1
15-33" B LOAMY SAND
10YR6/4
33-120" IC MEDIUM SAND
2.5Y7/4
DATE MAY 23, 2016
37.7
38:87
36.45
34.95
37.7
WATER .ENCOUNTERED AT 111- ELEV. _ X88.45
DESIGN CALCULATIONS
NUMBER OF BEDROOMS _ 3'
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW r
( 110 GAL/DR./DAY X .__3__ 8R.) _.N0_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY MRQ_ GAL.
ACTUAL SIZE OF SEPTIC TANK 1`GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE 5�MIN,/IN.
EFFLUENT LOADING RATE Q.74 GAL./DAY/S.F.
LEACHING AREA 474.33 SQ. FT.
(11X36)+(47=10/12)
Z1V j- LEACHING CAPACITY (AREA -X RATE) -351M GAL./DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY AQ4-L GAL./DAY
MOTES:
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 1S TO -
OBTAIN SUCH DETERMINATION 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 T0. 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 BROLfGHT Tv-THE-ATTENTIOIN OF THE DESiGN--ET1tGti1EER -- - -: - ----
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE X
9. LOT IS SHOWN ON ASSESSORS MAP -.59Y AS PARCEL 2 _
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
iPernfit valid for REPAIR OF SEPTIC SVSTVM
ONLY', d' 'to State, anti local septic variances.
Poard of healih review And ;approval is required for
any, future additions/ri nog atioies/alterations to
sewage facilities'and/or,.structures/clwelling:
.Va'rmotith Fleallta t)epatrtment
1.0
Oe Date;
11. EXISTING CESSPOOLS (3 MIN.) ARE TO BE PUMPED AND REMOVED ALONG
WITH ANY POLLUTED SOILS ENCOUNTERED.
12. VARIANCES TO TITLE 5 AND TOWN REGULATIONS:
A. SOIL ABSORPTION SYSTEM LESS THAN 20' FROM CELLAR (VAR. OF 5,2').. ,
B. NO RESERVE AREA.
11. EXISTING CESSPOOLS (3 MIN.) ARE TO BE PUMPED AND REMOVED ALONG,.
WITH ANY POLLUTED SOILS ENCOUNTERED.
APPROVED: DOARD ®C* HEALTI�
- DATE AGENT
C.•�S8�PROJX769,3-004dwg�7693-SAS.OWC 02016 T. M. HAYES. R.S. I
S 1.10 Y P
OW GRAY RD o
W1NSL C
bo3icu O
z z
� m
Z
=c
Rp ST
G�1FFG �
Q
PROPOSED S r"TIC , D IGN
FOR t
ABBOTT,
.
LOC* 19 1 17, ITS D. L,OT 05
S 0 6J P� _ l� � Ell
TI A EST • .
P� U S V C S
0 �'
Sog- P. 0. BOX 483
564-8379 SOUTH DENNIS, MASS. 02660
DATE MAY 23, 2016
SCALE » �
1 = 20
F0BNO-
7093--00
REV.
LOCATION MAP
REV.
[SHEET. 1: OF 1
C.•�S8�PROJX769,3-004dwg�7693-SAS.OWC 02016 T. M. HAYES. R.S. I