HomeMy WebLinkAboutEngineer Plan�aTHISp IS A
COLOR
PLAN
USE COLOR PLAN ONLY
FOR INSTALLATION
FULL DETAIL IS BEST
VIEWED IN
FULL COLOR
GARBAGE
GRINDER
IS NOT
\ ALLOWED /
4
PROPOSED SOIL
ABSORPTION
SYSTEM
-SEE DETAIL
ON BACK
c
30N 2 4 NZI
Hv"UT
F
MINIMAL
GRADING
�T O PROPOSED
LpJ �y
1 73915 tt
26
25
PRINT ON 11 x 17 in
PAPER FOR PROPER SCALE
BED
ROOM
BED
ROOM
BED B B
ROOM A A
H H
L EGEwD
SEPTIC COMPONENTS
EXISTING
1000 GAL
SEPTIC TANK
EXISTING
LEACH PIT/
CESSPOOL
DISTRIBUTION BOX®
TEST PIT O
EXISTING LEACH PIT
TO BE PUMPED AND
FILLED OR REMOVED
DATUM ASSUyfo°U.LS
ELEVATION 4
26.95
rOP OF FOUNDPj\O�
Yarmouth Health Department
SCALE:
1 In
= 20 it
0
P>
20
._ ...... 40
155 Geo Ryder Rd S
Chatham, MA 02633
Dovidcou®HotmoiLCom'DA
X08 364-0894'.
PROPERTY ADDRESS
r
—
2
—
PRINT ON 11 x 17 in
PAPER FOR PROPER SCALE
BED
ROOM
BED
ROOM
BED B B
ROOM A A
H H
L EGEwD
SEPTIC COMPONENTS
EXISTING
1000 GAL
SEPTIC TANK
EXISTING
LEACH PIT/
CESSPOOL
DISTRIBUTION BOX®
TEST PIT O
EXISTING LEACH PIT
TO BE PUMPED AND
FILLED OR REMOVED
DATUM ASSUyfo°U.LS
ELEVATION 4
26.95
rOP OF FOUNDPj\O�
Yarmouth Health Department
M TSL O SOC S
WATER LINE
WATER GATE O
GAS LINE —��
GAS GATE O
OVERHEAD WIR OH -.
UTILITY
POLE
E
STALLERTOF Y LOCATIONS
L UNDERGROUNDLITIES BEFOREAVATING FOR.
SYSTEM.
j off' DAVID
D.
COUGHANC
No. 461
IPPR VES
LIVING FOR SURVEYOR S CERTIFICATION REFER TO 'CERTIFIED PLOT PLAN'
ROOM n DATED 3/13/1979 SIGNED AND STAMPED BY THOMAS E. KELLEY RLS
V ON FILE WITH THE YARMOUTH BUILDING DEPARTMENT.
SEWAGE DISPOSAL
vGI KITCHEN I SYSTEM PLAN
IAA / TO SERVE EXISTING DWELLING
UNFINISHED BASEMENT
THIS PLAN IS INTENDED SOLELY FOR INSTALLATION OF THE SEPTIC SYSTEM
DEPACTED ON CEMENTT OF ADDITIONS. OTHER. FOR ANY CHANGES OEPROPERTY
SHEDS. FENC SOR SWIMMING
PLAPOOLS, OWNER
SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR.
NANCY
72
NEWCOMB
• •
P>
E $?
•
`
155 Geo Ryder Rd S
Chatham, MA 02633
Dovidcou®HotmoiLCom'DA
X08 364-0894'.
PROPERTY ADDRESS
m
PG 1/2 Doerr ETE-4654 E
P d.
,
Simm°"50.oad
P �
<aPeartoad
� Re
n
CapmQoad
NaeS
p- xa
S�µA
o Braok
eay La"c
YARMOUTH,
MA
(LOCUS
MAS_
M TSL O SOC S
WATER LINE
WATER GATE O
GAS LINE —��
GAS GATE O
OVERHEAD WIR OH -.
UTILITY
POLE
E
STALLERTOF Y LOCATIONS
L UNDERGROUNDLITIES BEFOREAVATING FOR.
SYSTEM.
j off' DAVID
D.
COUGHANC
No. 461
IPPR VES
LIVING FOR SURVEYOR S CERTIFICATION REFER TO 'CERTIFIED PLOT PLAN'
ROOM n DATED 3/13/1979 SIGNED AND STAMPED BY THOMAS E. KELLEY RLS
V ON FILE WITH THE YARMOUTH BUILDING DEPARTMENT.
SEWAGE DISPOSAL
vGI KITCHEN I SYSTEM PLAN
IAA / TO SERVE EXISTING DWELLING
UNFINISHED BASEMENT
THIS PLAN IS INTENDED SOLELY FOR INSTALLATION OF THE SEPTIC SYSTEM
DEPACTED ON CEMENTT OF ADDITIONS. OTHER. FOR ANY CHANGES OEPROPERTY
SHEDS. FENC SOR SWIMMING
PLAPOOLS, OWNER
SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR.
NANCY
NEWCOMB
• •
OWNER(S) OF RECORD
7 CAPT STANLEY ROAD
YARMOUTH. MA
•
`
155 Geo Ryder Rd S
Chatham, MA 02633
Dovidcou®HotmoiLCom'DA
X08 364-0894'.
PROPERTY ADDRESS
-
TE JUNE 12, 2022
PG 1/2 Doerr ETE-4654 E
SOIL EVALUATOR:
DAVID D. COUGHANOWR, ASE *461
WITNESSED BY:
BRUCE MURPHY, HEALTH DEPT.
TEST PIT 1
EE
FERC rIN
0-6
FILL
AT5InGROUNDWATER MNNNCH C SOILS
ELEVATION
in/ft MIN
. P
6-8
O
LOAM
10 YR 313
NONE
FRIABLE
8-12
A
LOAMY SAND
10 YR 416
24.50
FRIABLE
12-28
B
LOAMY SAND
10 YR 518
NONE
22.17-
13.50-
DEPTH
INCHES
SOIL
HORIZON
USDA SOIL
TEXTURE
SOIL COLOR
(MUNSELL)
SOIL
MOTTLES
OTHER
0-6
FILL
PITCH
AT 1/8
in/ft MIN
. P
6-8
O
LOAM
10 YR 313
NONE
FRIABLE
8-12
A
LOAMY SAND
10 YR 416
NONE
FRIABLE
12-28
B
LOAMY SAND
10 YR 518
NONE
LOOSE
28-132
C
MEDIUM SAND
10 YB 514
NONE
LOOSE
-INSTALLER TO OBTAIN DISPOSAL WORKS
PERMIT BEFORE STARTING WORK.
-ALL COMPONENTS INSTALLED SHALL MEET
THE MINIMUM REQUIREMENTS OF
MASSACHUSETTS TITLE 5 SEPTIC
CODE (310 CMR 15).
-INSTALLER TO VERIFY LOCATIONS OF ALL
UNDERGROUND UTILITIES BEFORE
EXCAVATING FOR SYSTEM.
-ECO-TECH RAPID RESPONSE RECOMMENDS
THE INSTALLATION OF LOW FLOW
FIXTURES & APPLIANCES. AND PERIODIC
PUMPING OF THE SEPTIC TANK.
-SYSTEM IS NOT DESIGNED TO WITHSTAND
VEHICULAR LOADING. DO NOT PARK OR
DRIVE VEHICLES OVER SEPTIC SYSTEM.
I
ESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD
EPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS
USE EXISTING 1000 GALLON SEPTIC TANK IF IN
SOUND STRUCTURAL CONDITION. IF NOT, INSTALL
NEW 1500 GALLON SEPTIC TANK.
ISTRIBUTION BOX: INSTALL UNIT DEPICTED BELOW.
HE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE
OIL WITH A PERCOLATION RATE BELOW 5 MINUTES
ER INCH = 0.74 GALLONS PER DAY PER SQUARE FOOT
HE LEACHING GALLERY DEPICTED CAN LEACH:
BOTTOM AREA = 16.5 x 21.33
—1/2 (14.83 x 6.3) = 305.23 sq. ft.
SIDEWALL AREA = (16.5+6.5+16.12+
10.20+21.33)x2 = 141.30 sq. ft.
TOTAL AREA = 446.53 sq. ft.
FLOW CAPACITY = 0.74 x 446.5 = 330.4 Sol/day
4STALL THE LEACHING GALLERY AS CONFIGURED BELOW.
LOW CAPACITY = 330.4 gol/dog WHICH EXCEEDS THE
30 gal/dog REQUIRED FOR A THREE BEDROOM DESIGN.
TOP OF FOUNDATION RAISE COVERS T WITHIN
EL = 26.95 +— � 6 in OF FINAL RADE—
EXISTING
EXISTING
EXISTING
EMST IG
1000 GALLON
SEPM TANK.
REFER TO DETAIL BO
M
) •
ALL PIPE TO
AV— c
12 /n
:: MIN
Vii., �
BE 4 in
SCH.
40 PVC
AND TO
PITCH
AT 1/8
in/ft MIN
. P
6 In STONE BASE
\I1
24.75
22.87 12187
b in
22. 0 STONE
BASE 21.75
49 t 5-10 1
3'
MAX
22.5
PRECAST
DRYWELL
SOL ABS0'F-%PTP0N
SYSTEM—REFER TO
DETAIL BOX
NO GROUNDWATER
19.75 MOTTLING OBSERVED
O
LO BELOW
13.50
SE
DO QSTU�S��V TQOO 11� �OOW UDB 3H H020Y
.DIMENSIONS PIPES EXITING D BOX TO RUN LEVEL<
AND DETAIL FOR 2 FEET BEFORE PITCHING DOWN:
AV— c
12 /n
:: MIN
Vii., �
—►
LI)
N
FROM
TANK n : TO
LL,
'', SAS
^
. P
6 In STONE BASE
21 ; 2
CROSS SECTION VIEW
S YS TC l�l/i11 CONSTRUCTION DETAIL
USE SHOREY PRECAST 500 GALLON LEACHING DRYWELL
14.83 ft 6.50 ft INSTALL TWO DRYWELL
�, hH UNITS AS SHOWN
WITH UP TO 4 FEET OF
\b \2 .%/saZ STONE ALL AROUND.
rt ti 2;! P
O ' Cn MARK INSPECTION
ro 1` RISER WITH
o MAGNETIC TAPE.
DRYWELL
21.33 ft UNIT
500 GALLON DRYWELL
DIMENSIONS INSTALL ONE INSPECTION RISER
& DETAIL TO WITHIN THREE INCHES OF
FINAL GRADE & INDICATE
LOCATION ON AS -BUILT
USE
33 H-10
in UNI T
5
1021,
CROSS SECTION VIEW
INSTALL AN APPROVED GEOTEXTILE
FABRIC OVER STONE
m
314 In TO m 24 In r 314 In TO
28 1-112 in GRAVEL ® EFFECTIVE= 1-112 In GRAVEL
n = DEPTH r
48 in MAX 58 in 48 in MAX