HomeMy WebLinkAbout58 Greenland Circle - Septic Designh�
SOIL TEST'
TOP OF FOUNDA ON 20 FT. MRIVUM FROM CELLAR DATE OF SOIL TEST �� 1 t 4
t ■ %DI,� n 10 FT. MINIMUM FROM SLAB OR CRANI SPACE SOIL TEST DONE BY Ihl NGl Fi G
ELEV,1 EFT. "MUM CLEAN SAND WITNESSED BY C, IEtttEy
CONCRETE LOAM AND SEED OBSERVATION HOLE 1 El".- OBSERVATION HOLE 2 EtiEv- 9 ,8
4- SC►IEDULE 40 PVC PIPE C - PERCOLATION RATE '4a MN./INCH AT i INCHES PERCOLATION RATE A WN.ANCH ATG,'�� INCHES
DEPTH
HORIZ
TEXTURE
MIN. .rlwn t/o rcrt ri.
Z- LATER UP
OTHER
0r1
OR
Log Hy
/0 yM
?o OTS
`^
WASHED STONE
31.1
A/6
4' CAST IRON PIPE
/3"
NOTTREQURED
Loamy
/ay,Q
(OR EQUAL MINIMUM
PITCH 1/4 PER FT
-
z 1 CU. FT. OF
8
sgAra
5�a
CONCRETE
y�'
C
Nt�luH/
FLOW LINE
r.0 ANCHOR
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ELEV.- A--MIN.'To•
•ELEV.g 6
ELEV. -
cNAs ELEV. r ,' O 6' ELEV.. 9
EI
DISTRIBUTION ELEv .
Sg7
UOUID
OUTLET
—. BOX �V S
�I NICH cAPS L NLLTRATORS t�1Tl+
I
{TO
BE PII�CED ON FIRM BASE)
' Z
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0r1
OR
Log Hy
/0 yM
?o OTS
`^
SAND
31.1
A/6
/3"
B
Loamy
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l ya
8
sgAra
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DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
I OTHER
n
C �
/3Y'
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G;
B
Loamy ,
/vYX
>r"
C
l'-fepivH
/aye
I
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4 FEET 4 IN S TO BE WATER TESTED If X')IT )f 140 TRENCH FORMA TION A �� .•
S �tt 24 INCH S 1F MORE THAN ONE OUTLET j) 4 NDWATER ENCOUNTERED AT � ESEV. r Pill/ WATER EN a
1500 GALLON rr> u COUNTERED !,T .C�_ ELEv p7 �P
e FEET 3a C'�d SEPTIC TANK (TD BE PLACED ON FIRM BAS SOIL ABSORPTION » in zoNE
�,/ ' SYSTEM (SAS)
LEGEND: DESIGN CALCULATIONS
E USGS PROBABLE WATER TABLE ELEV. EXISTING SPOT EEVATION 00x0 NUMBER OF BEDROOMS
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. - EMSTING CONTOUR ----DO---- GARBAGE orsrosu UNIT. ��
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW
FINAL CONTOUR ( 1tO CAL/CR./DAY 7C BR.) J� . CAL/DAY
GAL
UUTIIM POLE LOCATION -O- ® ACRENAALIDSTZE OF DTIC CAPACITY SEPTIC TANK '( 61�`JOvO CAL.. .
TOWN WATER —WSOIL CLASSIFICATION
CATCH BASIN �� DESIGN PERCOLATION RATE "' < 5 MIN./IN.
_ EFFLUENT �LOADING RATE _P -Z, CAL/DAY/S.F.
CESSPOOL Q ley( t�N%/t r�diX to �y�yyiu 50. FT.
v LEA � G CAPACITY
X IT (AREA X RATE) 2111-1-CAL/DAY
-
RESERVE LEACHING CAPACITY l_L= GAL/bAY
/ NOTES:
O / 10. ALL UNSIXABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR 1. ALL WORKMAN" AND MATER!SHALL CONFORM TO O.E.P.
MMM A MOF S AROUND LEACHING FA12UTY AND B REPLACED TITLE S AND THE TOYN OF YT)CMDUTH RULES AND
t 1 (j WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.2. ALL COVERS TO SANITARY '
WITHIN 8 OF FINISHED GRADNITS SHALL BE BROUGHT TO
„\ J. ALL COMPONENTS OF T}F SANITARY SYSTEM` SHALL BE CAP ABIF OF
10 FT. OF DRIVESSTANDING "-IOR PARKING AREAS. LOADING UNLESS THEY
20 LOADING SHALL BE "IMN
USED UNDER OR IITHIN 10 FT. OF DRIVES OR PARKING AREAS
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
� \ __ 5. NO DE sriD'ERMI.vATION HAS rM MADE. AS TO t OIMFnJANCE i"Le TH
q1 OFD OR ZONING REGULATIONS. OWNER / APPLICANT 19 TO
CJ
�1 K OBTAIN SUCH DETERM NATION FROM APPROPRIATE AUTHOCiTY.
J i "„ G. UTILMES SHOW4 ARE APPROXIMATE ONLY. EXCAVATION CO" ITRAOTOR
\ Ti' jam' \ \ cys8 6'�,�!"-344-7233 AT LEAST 72 HOURS
$�.VCNNI fit K V t5 TO CALL "D!C-SAFE' AT t
&tT iSs3 j �- \` l ✓l 7. CONTRACTOR IS TO VERIFY GRADES O COMMENCING ON � CLEVATI'" AS WELL jS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
urefD p?? a. ZEE IMMEDIATELY.
�IQSS � q� , �• �. °s• ` ` ` VpRtiiOli�®N IL ZONIE
9 LOTISSHOWNPAR�ONNAASSESSORS MAP. /tel AS PARCEL
v ---_
" \u •. .' -�_ .. _ _ .. �(N fir,.. ..
OF ki•_�G
sz
OM1, pi 04. TAXt DUMAS APPROVED: BOARD. OF HEALTH
J >43 \ sR�
5orr , ANIT APAP
^ay V ,i� f DATE AGENT Ll
PROJECT LOCATIONCol"
38 G� ENCAUD Cit E` yIgq"NrrN Po
DATE 7117) 11
SCALE
REVISED--�/// qI� N0. /q97-00�