HomeMy WebLinkAboutEngineered Plan - 2018TOP OF FOUNDATION
ELEV. = 100.00-10 FT. MINIMUM
m
(ASSUMED)
39* 4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
A a'3.5 MAX
OR FILTER FABRIC VENT
M 96.25 YX NOT REQUIRED
FLOW TEE
LEVELERS
Lk. ,
( X- N D:
HORIZ TEXTURE
COLOR 710101T:
OTHER
-DEPTH..
d-10"..
Ap LOAMY SAND
T 0YRR7/8::!%.l'..N0
ROOTS
10-20"'
B LOAMY SAND
10YR4/6
ROOTS
20-132"
C MEDIUM SAND
2.5Y7/4
MATER ENCOUNTERED AT ELEV., 87,0
Lk. ,
( X- N D:
z
EXISTING SPOT ELEVATION
00,0
FLOW LINE
FINAL SPOT ELEVATION
Q-070
FINAL CONTOUR Eo�_b_
SOIL TEST LOCATION
�9
UTILITY POLE
TOWN WATER =W
NO
MATER ENCOUNTERED AT ELEV., 87,0
GAS LINE
ELEV. C5.75
10.
ELEV.
9 - Lr- V r_%.
7,
t :1 A
94.17
qIGN CALCULA WNS 2,
ELEV.
GAS
ELEV.
SUMP LELEV. -95.00
m V -A
ELEV.
NUMBER OF BEDROOMS -7-j�
BAFFLE
DIS M%Mwu lfoNdl
GARBAGE DISPOSAL UNIT
'."'TOTAL
LIQUID OUTLET
ELEV.
ox
4 HIGH .CAPACITY INFILTRATORS WITH
STONE IN AN
q
ESTIMATED FLOW
110 GAL R: _AY
./DAY
DEPTH TEE
4 FEET 14 INCHES
(TO BE PLACED ON FIRM BASE)
TO BE WATER TESTED
i
Ill X36 X 100 TRENCH FORMATION
7.17
-REQUIRED SEPTIC: TANK CAPACITY LIS* GAL q
�.
ACTUAL SIZE I OF SEP11C TANK� GAL..
5 FEET 19 INCHES'
6 FEET 24 INCHES
.t
150, GALLON
THAN ONE OUTLET
(TO BE P LACED ON FIRM BASE)
SOIL A.9111301.1Rpn0N!l
WELL
SOIL CLASSIFICATION
'DESIGN PERCOLATION RATE. -5 fAll N.", N
-
7 FEET 29 INCHES
,8 FEET 34 INCHES
S E P C T t,, 11,11 K
3/4" TO 1 1 CLEAN
SYS i (SAS
ZONE
INDEX
EFFLUENT; LOADING RATE P. J-4- GAL,/DAY/S.F,�
474.33
LEACHING AREA $0. FT,
DOUBLE WASHED STONE
EW
ADJUST
---
(11X36)+(47X�X10/12)
FREE Or FINES & SILT
...LEACHING CAPACITY (AREA X.RATE) GAL. fbAY
SEINA('31E D!!.73Pv0VSAL S)�,TEM
PROFILE
USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE ELEV. =
474.33 X 0.74
N _/lDAY
RESERVE LEACHING CAPACITY MIZ-: GAL,
NOT TO SCALE
BOTTOM OF TEST HOLE ELEV. =
INI, 0 T E S:
1. ALL WORKMANSHIP AND: MATERIALS SHALL. CONFORM Td .'D.E.P.
\®r
TITLE -5 AND THE'7OWNI'S RULES AND REGULATIONS .FOR
THE SUBSURFACE DISPOSAL OF SEWAGE,
2. ALL -.COVERS TO SANITARY UNITS SHALL BE BROUGHT `10
VITHIN 6' OF FINISHED GRADE.
T BE CAPABLE OF
3. ALL COMPONENTS S OF THE SANItARY.SYSTEM SHALL
WITHSTANDING -H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES -OR PARKING AREAS. H-20 LOADING sHALLBE
USED UNDER OR WITHIN: O FT. ;OF DRIVES OR PARKING AREAS.
P Til
A
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
L
BE MORTARED IN PLACE.
YY
cou
5, NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE.,WTH
#1
DEEDED OR ZONING REGULATIONS. OWNER. /,APPLI CANT IS TO
98.8
OBTAIN :SUCH. DETERMINATION FROM -APPROPRIATE- AUTHORITY..
6. UTILITIES SHOWi 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
�
54
99.3
SITE CONDITIONS PRIOR. TO COMMENCING WORK ON. SITE. ANY VARIATION'
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
99.8
IMMEDIATELY.
9 9.8
8. PARCEL IS IN FLOOD ZONE X
_j�s.7m '4
9. LOTAS SHOWN ONASSESSO Tp-7-�o AS --PARCEL
10, EXISTING CESSPOOLS ARE TO BE PUMPED AND REMOVED ALONG WITH
LOT 204
E
ANY POLLUTED SOILS ENCOUNTERED.
8,994.0 _-i7 S.F.
11, VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS: -
A. SOIL ABSORPTION SYSTEM. LESS THAN 10' FROM LOT LINE (VAR. OF 3'),
B. NO RESERVE AREA.
j 9 9.0
,"
fl A
99.5
i 99.8
..Piirmit
valid for RIEPAIWOV SEPTIC sysl
99.4
VNIy (hie t0. State and I'local septir xiteiances..
99.7
99.4
�,,''-Doard.
flicafth review and i ppr qva is requ!.re( iar
fl,6im. Additions/ecii(:v.-.ttioiis/afterati'on,s- W
sewage facifitiesand/or �tructttjresld efli
S w Pg.,
Varmouth Ilk"a"Itii t)epartunchl-
1500 GALLON
D
Nlme ate
d
/%r%-Pi7ZNCA/EFj: BOARD OF HEAM-T!
o0
SEPTIC TANK
8.5
21/16(2�1�
Lk. ,
( X- N D:
z
EXISTING SPOT ELEVATION
00,0
EXISTING CONTOUR ----00----
FINAL SPOT ELEVATION
Q-070
FINAL CONTOUR Eo�_b_
SOIL TEST LOCATION
�9
UTILITY POLE
TOWN WATER =W
CATCH BASIN
GAS LINE
CLEAN OUT C. 0.
CESSPOOL C.P. 0
74,
77
i I, Ej "YE -RI OUT'1312 11OWSE-36
OLD TOWN HOUSE
CONST4NCE
0-
z
of
:.A
<1
0
LjI I COGSWELLI
cn
co
LLJ
TQ!7rV!7
DATE AGENT
PlillOPOSE-D S-IT"TA"
FOR
r; Pj R., 0
LCC- 6, CoC4S,,r_ "--
IT PTI IP, T 20 4.
.T7
Lj
pulf,prnn -1-w-c!
I YC HE
508- P. 0. BOK 483
564-8379 SOUTH DENNIS, MASS. 02660
DATECALE, 20'
APR. 5, 2018
REV. JOB NO. [71
20
007
LOCATION MAP REV. SHEET 1 OF 1
C., 1I�P. ,1�800J-00 �dwg \800J-5AS.DlllG 02018 T. M. HAYES, R.S.