HomeMy WebLinkAboutEngineered Plan - Rev. 2017TOP OF FOUNDATION
HORIZ
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
ELEV. = 100.00_
10 FT. MINIMUM
10 FT. MINIMUM FROM SLAB
(ASSUMED)
OG,O
CONCRETE
SOIL TEST LOCATION
NO
COVERS
9-15"
TOWN WATER =W
4" SCHEDULE 40 PVC PIPE
CATCH BASIN®�
pfg.
MIN. PITCH 1/8" PER FT.
15-126"
CLEAN OUT C.O.
99.25
3.0t
4" CAST IRON PIPE
" MAX6"MAX. MAX.
d
(OR EQUAL) MINIMUM
97.33
A
PITCH 1/4" PER FT.
FLOW TEE
LEVELERS
FLOW LINE
ELEV. = 97.0t_
-T10"
-i MIN.
2'0"
ELEV. _ ----- LEVEL
-- _J6"
ELEV. _ _96.08_
6 SUMP ELEV. _ _95_48_
ADD GAS ELEV. _
_95.65
BAFFLE
DI 10 U T I ON
P. 0. BOX 483
EV. _
ELEV.
LIQUID
OUTLET
_ �
PTH
4 FEET
T"
14 INCHES
(EXISTING) TO BE WATER TESTED
FEET
19 INCHES
1000 GALLON IF MORE THAN ONE OUTLET
65 FEET
7 FEET
24 INCHES
29 INCHES
� ���§�'���~� (TO BE PLACED ON FIRM BASE)
8 FEET
34 INCHES
3/4" TO 1 1/2" CLEAN J
uwi.mawmuw.auarvwmxn+rvucaeexuvacanwn'saaw.+eexsawmnw
REV. JUNE 7, 2017 �< JOB N0. ! 8483-000
DOUBLE WASHED STONE
REV. SHEET 1 OF 1
LOCATION MAP
FREE OF FINES & SILT
C.• �S8`PROJ17848-00\dwg�7848-SAS.DWG ® 2017 T. M. HAYES, R.S.
C�<' GE DIS OSAI YS71-M PROFILE
NOT TO SCALE
99.2
CLEAN SAND
INSPECTION PORT
LOAM AND SEED
2" LAYER OF
1/8" TO 1/2"
WASHED STONE
98 MAX. OR FILTER FABRIC VENT
96.73 PAIN. NOT REQUIRED
z
er en rn
0zo
°
M° 10„ ° ELEV. _ _94.65 -----
6 HIGH CAPACITY INFILTRATORS WITH 6
STONE IN AN z a
11' X 48' X 10" TRENCH FORMATION •05
n,e�"`�'u*) WELL N A
H L r -,.k � a ;`' ZONE AA TT
3'43 5y `SAS INDEX
ADJUST
USGS PROBABLE WATER TABLE ELEV. _ ------
OBSERVED WATER TABLE ( / / ) ELEV. _
BOTTOM OF TEST HOLE ELEV. _
C, v\
SST p �0 0 99.3
q8 00
99. o
0 -
X98.8 BOX 99 w 99.2
98.7 98.5 X
/
99.1 ��`` •���7�t�r �
x''98.8 JU 1000 GALLON
i x 98.8 SEPTIC TANK, 99.40
1'99.2, LOT H10a\ 99.2
AREA 18,850 S. F.\
99.0 r 99.2 \�
. ,.r��4• ,. `, pi's\
98.8
98.3 98.7 ` 9.
98.9 x'.99.3
b\ �{ 99.7
99.7 y
98.8 99.7
009 8.8
98.0 \
98.
7 0 98.9
C 98.5
g
V.
_ 99.4 9..8 98.1
99.5
98.5
/ 99.8
00 996° x.,100.0
ON
98.0 99 8198.
98.2 7 x 9985
\� 98 98.8 .99.6 500
v'`�
N, g�
�µ 99.4 x99.1
99
;k 98.7
9 8.1 X�
98.7
i
<`98.7
HORIZ
EXISTING SPOT ELEVATION0
COLOR
EXISTING CONTOUR ----00--
FINAL SPOT ELEVATION
OG,O
FINAL CONTOUR L 00
SOIL TEST LOCATION
NO
UTILITY POLE -< -
9-15"
TOWN WATER =W
W
CATCH BASIN®�
pfg.
GAS LINE G `"
15-126"
CLEAN OUT C.O.
MEDIUM SAND
CESSPOOL C.P.0
-
\� 98 98.8 .99.6 500
v'`�
N, g�
�µ 99.4 x99.1
99
;k 98.7
9 8.1 X�
98.7
i
<`98.7
S0 S T
DATE OF SOIL TEST
SOIL TEST DONE BY �'_WILCOX
WITNESSED BY _A._VON HONEA_�___
B i aVA F lON HOLE 1 ELEV.=--99'1 -
PERCOLATION RATE <zMIN./INCH AT �45___ INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-9"
Ap
LOAMY SAND
10YR4/1
NO
ROOTS
9-15"
B
LOAMY SAND
10YR6/6
pfg.
ROOTS
15-126"
C
MEDIUM SAND
2.5Y7/4
-
d
LOC. 2 4 JIT fi
S
A
Pu�* �@ y
P. 0. BOX 483
508-
564-8379 SOUTH DENNIS, MASS. 02660
564-8379
I
S0 S T
DATE OF SOIL TEST
SOIL TEST DONE BY �'_WILCOX
WITNESSED BY _A._VON HONEA_�___
B i aVA F lON HOLE 1 ELEV.=--99'1 -
PERCOLATION RATE <zMIN./INCH AT �45___ INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-9"
Ap
LOAMY SAND
10YR4/1
NO
ROOTS
9-15"
B
LOAMY SAND
10YR6/6
ROOTS
15-126"
C
MEDIUM SAND
2.5Y7/4
NO WATER ENCOUNTERED AT __126"- ELEV. _ __88.6
NUMBER OF BEDROOMS _ 3 _
GARBAGE DISPOSAL UNIT _ NO _
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X _.3_ BR.) _-33Q_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY __66� GAL.
ACTUAL SIZE OF SEPTIC TANK (EXISTING) _10010GAL.
SOIL CLASSIFICATION I -.
DESIGN PERCOLATION RATE <_5_- MIN./IN.
EFFLUENT LOADING RATE DJ -4- GAL./DAY/S.F.
LEACHING AREA 626.33 SQ. FT.
(11 X48)+(59X2X1 O/12)
LEACHING CAPACITY (AREA X RATE) X63.48 GAL./DAY
626.33 X 0.74
RESERVE LEACHING CAPACITY NONE GAL./DAY
N S:
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 COMPLI'ANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS 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 TO 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 BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE _X
a. LOT IS SHOWN--ON-ASSESSORS MAP -=_69-_ AS PARCEL -
10. EXISTING PIT IS TO BE PUMPED AND BACKFILLED.
Wrmort5 Hedth Department
P? VED
Name
Dnte
APPR0V;vfE-:,_Dk- BOARD F 1 ®"e � I
DATE AGENT
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`Tl 4,1`171C M DESIGN. �.k ���'
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T � a�. � V�. e IA;a �d�1m`
R.s !'
� .
FOR
�
I
LOC. 2 4 JIT fi
Pu�* �@ y
P. 0. BOX 483
508-
564-8379 SOUTH DENNIS, MASS. 02660
564-8379
v %
DATEM
MAY 12, 201 % SCALE 1 „ _ 20'
�¢ \
w k
I_ /
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uwi.mawmuw.auarvwmxn+rvucaeexuvacanwn'saaw.+eexsawmnw
REV. JUNE 7, 2017 �< JOB N0. ! 8483-000
REV. SHEET 1 OF 1
LOCATION MAP
C.• �S8`PROJ17848-00\dwg�7848-SAS.DWG ® 2017 T. M. HAYES, R.S.