HomeMy WebLinkAboutEngineer Plan THIS ISA FLOOR PLAN
COLORBED
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PLAN ELEVATION rARB , Roots mROOM
USE COLOR PLAN ONLY '? 21. 93 FOR INSTALLATION \ T FULL DETAIL IS BEST OP OF FOUN�P�\� BED LIVING
VIEWED IN ROOM ROOM PORCH
FULL COLOR 68.50 ftUNFINISHED BASEMENT
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--(/ 'LI \ /,,,Ae 0`i PROPOSED SOIL � ° / o:QP clzo
® ABSORPTION
I
SYSTEM ! G1 -SEE DETAILl'i ill' �- m >I\
2 1 ON BACK ZA
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ip /1� Cf VERIFY LLER TO
/ry"�' LOCATIONS
n 20, OFUTILITLL I�ESD BEFORE ND
a`_ EXISTING EXCAVATING FOR
CONTOUR SYSTEM.
(TYP) \20
gtiC LOTGRADING
MINIMAL O
PROPOSED /\
eV MTIILITIIC S
AREA = 11720 sf+— /
PLAN BOOK 150 P435 31 \ WATER LINE ► .
% GAS LINE
% ASSR MAP 59 P /
0
51 �,,,�,�.� OVERHEAD WIRE
1.1,- n,/,-,1,10
I
'�608? / APR 22 202?
Ft
HEALTH DEPT. LEGEND
SEPTIC COMPONENTS
\ / 1500 GAL O Q
\ \
PLAN
SEPTIC TANK
EXISTING
_/ LEACH PIT/
SCALE: 1 in = 20 ft CESSPOOL
<y'M OF wABB' 0 20 4I flI0 DISTRIBUTION BOXwe,
c
IROBB � 0 ]p 20 TEST PIT
a SYKES -'.,
No. 85418 PRINT ON 8-1/2 x 14 in CLEAN OUT •••I1/4
1 it. �o ,� PAPER FOR PROPER SCALE ro GRADE
S E� EXISTING CESSPOOLS TO
BE PUMPED, COLLAPSED
4.#.' AND FILLED.
SOTT LOG -DATE MARCH 30 20 II C S.IIS-Jf!MOIMI OAITII�O !_,
SOIL EVALUATOR: DAVID D. COUGHANOWR, ASE *461 DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD
WITNESSED BY: BRUCE MURPHY. HEALTH DEPT.
NO GROUNDWATER ENCOUNTERED EP
STIC K:TAN330 GPD X 2 DAYS = 660 GALLONS
TEST PIT PERS AT 54 in - 2 MIN/INCH IN C SOILS INSTALL NEW 1500 GALLON SEPTIC TANK.
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER DISTRIBUTION BOXY INSTALL UNIT DEPICTED BELOW.
INCHES HORIZON TEXTURE (MUNSELL) MOTTLES
20.50 SOIL ABSORBTION SYSTEM:
0-6 Ap SANDY LOAM 10 YR 4/2 NONE FRIABLE
6-28 Bw LOAMY SAND 10 YR 4/6 NONE LOOSE THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE
18.17_ 28-76 Cl MEDIUM SAND 10 YR 5/4 NONE LOOSE SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES
PER INCH = 0.74 GALLONS PER DAY PER SQUARE FOOT.
76-132 C2 MED-CSE SAND 10 YR 6/3 NONE LOOSE
5 THE 24 ft x 12.5 ft x 2 ft LEACHING GALLERY
DEPICTED BELOW CAN LEACH:
� BOTTOM AREA = (24 x 12.5) = 300 sq. ft.
11 0O GALLON SE PTL1C TANK SIDEWALL AREA = (24+24+12.5+12.5)x2 =146 sq. ft.
DIMENSIONS & DETAIL TOTAL AREA = 446 sq. ft.
USE SHOREY ST-1500-H-10 DW CAPACITY = 0.74 x 446 = 330.04 gal/day
INSTALL A 24 ft x 12.5 ft x 2 ft GALLERY AS CONFIGURED
BELOW. FLOW CAPACITY = 330.04 gol/doy WHICH EXCEEDS
1 in 0 0 NOT THE 330 gal/day REQUIRED FOR A THREE BEDROOM DESIGN.
TAPER 0 TO
Q SCALE 1 SOH_ A SOoRPTIIOoN
0 SYSTEM CONSTRUCTION DETAIL
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USE SHOREY PRECAST 500 GALLON LEACHING DRYWELL
DRYWELL 24.0 ft
UNIT / ,f
m
ap r
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t
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t-6 1n 5 Lo CV
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INLET OUTLET /STONE /
COVER ., ^COVER 3.5 ft 1 8.5 ft 8.5 ft 3.5 ft
r-NT/ t
F� v
3IN DROP LINE 1/I
500 GALLON DRYWELL
BUILDING L110 in 141 j TO DIMENSIONS & DETAIL INSTALL ONE INSPECTION
1n D-BOX O RISER TO WITHIN THREE
48 in U5 I&CHESST O TE FINAL GRADROE
LIQUID GAS --i-IGON AS-BUILT
LEVEL BAFFLE JNIT
33
00 O�Y� in
..� 40oi0 7
SEPARATION BETWEEN INLET & OUTLET ....==...=. '00
TEES NO LESS THAN LIQUID DEPTH ....- 0
CROSS SECTION VIEW 2
�o p V p nn M CROSS SECTION VIEW
DilS Tll�§UTllOIIV O//�l UDB-3 IC-)1290Y INSTALL FABRIC OVERPSTONE GEOTEXTILE�
DIMENSIONS PIPES EXITING D-BOX TO RUN LEVEL
AND DETAIL FOR 2 FEET BEFORE PITCHING DOWN IMMINNIMMIIIIMInQ
n TO 0 24 in • 3/4 In TO
ei,x,c 28 1-1/2 In GRAVEL a EFFECTIVE= 1-1/2 in GRAVEL
12 In oi I L , li
MIN -{- t
---a. _ 1 46 in 58 in 46 in
FROM SG TO 150 i;^
TANK h S-
11 SAS
O
rrwn�.,_n 0 -INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE
'20Jo0 "COo
6 in STONE BASE iIN STARTING WORK.
-ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM
21 , CROSS SECTION VIEW 0 REQUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC
CODE (310 CMR 15).
� -INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND
UTILITIES BEFORE EXCAVATING FOR SYSTEM.
E
-ECO-TECHOFLOW FLOWEF XONSE TURESR& A PLIANCES,MENDS THE
ANDINSTALLATION
PERIODIC
PUMPING OF THE SEPTIC TANK.
-SYSTEM IS DO NOT NOTDESIGNED
EOR DRIVE OVEHIWITHSTAND
OVER SEPTIC VEHICULAR
LOADING.
SYSTEM.
FTOP OF FOUNDATION'"
RAISE COVERS TO WITHIN 0 • ALL PIPE TO BE 4 in TC 1/ 40 PVC
I PI - 71 q'" +- / \ 6 in OF FINAL GRADE-7 / AND TO PITCHrAT 1/8 in/ft MIN
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