3 Carol Road - Septic System Repair21,83 I
R,
!0' MIN. --#
/� �•s,IS•33
f5r,Jct-1 } xr-
01 _Unl 0A-y?Or.I
Ezr'✓" = 2(,83
MANHOLE' COVERS TO
� EXTEND TO WITHIN
OF FINISHED GRADE
21_ [tt1N. _ ��° LEVEL
. 0 2' r
17.53;.1 —_—
�NE'^I� Z
GAL., 0)i
ey
(v' C�570o _ 5 , c, I .
70 -ST 1-6 (,c
r2._,..r aAi,.e �,M•
17.28 V( . 2
,O$
(IjAS> jrlACc, �� 3s• ZS ` cA�r�
I1-oo
' SIDE
r- 0,o%
1,7.03
�r G ugNL� r" N.f
20' MIN.
'ROPOSED SEPTIC__SYSTD
NO — SCALE
(j,gtKS �
.� Z° �O 1
GttiST• CA.1C• PA,
owe,
1
w s -(. O• F,
/A N
A6
F
PL A �
�, = 201
tI I
;;.s:;�;.. �- , jam• ., ,- � .,,�;, •
PEnSTONE
TOPPING
CAP
ENDS
0
.3/411.7 I Ii211
ASHED
'f STONE ALL
AROUND _ LOCUS MAP
05E FtvE (s) Gc.N RAL NOTES
4' '57'"J6C S�n�S , 2 - :LEVATIONS SHOWN BASED ON US.GS. DATUM
SYSTEM PIPE SHALL BE EITHER G.I, OR
��o,vE �J e rrJS No 57VAJC SCHEDLILEI 40 P.v.c.
��
-THE BOARD OF HEALTH -!ALL gE NOTIFIED
C:. r"'Z• 07-V " PRIOR TO BACKFILLING OF SEPTIC SYSTEM.
rl -SEPTIC SYSTEM Z, KUCYURt.L CbMP0Nc -NTS
SHALL BE CAPABLE QF WiT'-IStANDING A
H -;O LOADING, UNLESS SPLL.CIFIED OTHERWISE.
I -SEPTIC SYSTEMS UNbER DRIVEWAYS SHALL
COMPLY MTH A H-'20 LOADING.
—THE DESIGN AND COMPONEN'i S OP THE SEFTIC
SYSTEM SHALL_ BE IN COMPLIANCt WITH THE
STATE OF MASSACHUSETTS SANITAr2Y CODE
TITLE V, AND SHALL $E. IN COMPLIANCE WITH
THE LOCAL BOARD OP HEALTH RULES AND
REGULATIONS.
-THE CONTRACTOR SHALL BE RESP0NS10'_ r: FOR
LOCATION OF ALL UNDERGROUND V' ;FS AND
SHALL NOTIFY DIG—SAFE PRIOR f0
CONSTRUCTION.
-NO GARBAGE GRINDER.
Nom:
Co,vTt?_Ac_Tof- 59,4L4- P'll"007-
Ct�Sr�a°G9
A+,JB T3Au-pru, wl e,_6AAJ V0'>• SnNb .
FT-jWtOJ-A
(�A*1L2, 4 0�
-Zwc G
DESIGN CRITERIA '
DESIGN FLOW -
'3 BEDROOMS AT 110 G.P$/DAY -330 G.P.D.
REQUIRED (SEPTIC TANK:
NEvJ 1,500 GAL.
SEPTIC TANK PROVIDED 1,500 GAL.
SIZE OF LEACHING FACILITY REO-UIRED: 3`= ¢'440
DESIGN PERC. RATE LZ- MIR/INC D7¢
SIDEWALL (Z) (0-P,3 -3.5 0.23 (1 -Z
80TTOM 11 3S'z5 =. &7.75
3&7.75* + 7(s,78 = 4Gf.,s3 >44(*f %,O<
SIZE OF LEACHING FACILITY PROVIDED:
EFFECTIVE DEPTH
EFFECTIVE LENC,TH 3s•z5 t
EFFECTIVE WInTH 11,0'
I L�' CONSULTING ENGINLERS
7 WEEKS POND DRIVE w•,,, f
MA. 02644 • (508)477-8268
uo�•' I: ,gineering t ;soc oteS, Inc.
PROJECT: 5epTtc. S`/STE1i p_G7A1(Z
N rt_ :5CAftot_ (Lor�i�
I 9g A p 7 43 /"T w i I
OWNER: 700 iEP14 M►, _GUASTECLA — f
SOIL TEST LOG
PERI RATE= Z-7- 0t'`)/jNC.1-I
DEPTH
EL. (9.40
O
A Lo ANY Skn111) 10 yK S/Z
�E � 10
X7413 c4AI'IY 5ANa 10 yg- �/3
Lr
�cb.'to F,NE IoyX 8/4
44
I
5�vmco
�6 ''
II.40
c t 6ruE SAND 10 Y it
IZI,
9.37 -
SOIL TEST
CONDUCTED ON Ji"Er Z(o,1957
8Y Out,31-8:4
Cv-3(Ai46E:9t4G A -55 -or,
w vroc%0
73r '. Gou,&D�j as-tcy, A6&j7-
Ty144c
y1444017r4 Wco4(_TN D&-pff
tjo VJA IE4 6T35E'evED
r
ey
(v' C�570o _ 5 , c, I .
70 -ST 1-6 (,c
r2._,..r aAi,.e �,M•
17.28 V( . 2
,O$
(IjAS> jrlACc, �� 3s• ZS ` cA�r�
I1-oo
' SIDE
r- 0,o%
1,7.03
�r G ugNL� r" N.f
20' MIN.
'ROPOSED SEPTIC__SYSTD
NO — SCALE
(j,gtKS �
.� Z° �O 1
GttiST• CA.1C• PA,
owe,
1
w s -(. O• F,
/A N
A6
F
PL A �
�, = 201
tI I
;;.s:;�;.. �- , jam• ., ,- � .,,�;, •
PEnSTONE
TOPPING
CAP
ENDS
0
.3/411.7 I Ii211
ASHED
'f STONE ALL
AROUND _ LOCUS MAP
05E FtvE (s) Gc.N RAL NOTES
4' '57'"J6C S�n�S , 2 - :LEVATIONS SHOWN BASED ON US.GS. DATUM
SYSTEM PIPE SHALL BE EITHER G.I, OR
��o,vE �J e rrJS No 57VAJC SCHEDLILEI 40 P.v.c.
��
-THE BOARD OF HEALTH -!ALL gE NOTIFIED
C:. r"'Z• 07-V " PRIOR TO BACKFILLING OF SEPTIC SYSTEM.
rl -SEPTIC SYSTEM Z, KUCYURt.L CbMP0Nc -NTS
SHALL BE CAPABLE QF WiT'-IStANDING A
H -;O LOADING, UNLESS SPLL.CIFIED OTHERWISE.
I -SEPTIC SYSTEMS UNbER DRIVEWAYS SHALL
COMPLY MTH A H-'20 LOADING.
—THE DESIGN AND COMPONEN'i S OP THE SEFTIC
SYSTEM SHALL_ BE IN COMPLIANCt WITH THE
STATE OF MASSACHUSETTS SANITAr2Y CODE
TITLE V, AND SHALL $E. IN COMPLIANCE WITH
THE LOCAL BOARD OP HEALTH RULES AND
REGULATIONS.
-THE CONTRACTOR SHALL BE RESP0NS10'_ r: FOR
LOCATION OF ALL UNDERGROUND V' ;FS AND
SHALL NOTIFY DIG—SAFE PRIOR f0
CONSTRUCTION.
-NO GARBAGE GRINDER.
Nom:
Co,vTt?_Ac_Tof- 59,4L4- P'll"007-
Ct�Sr�a°G9
A+,JB T3Au-pru, wl e,_6AAJ V0'>• SnNb .
FT-jWtOJ-A
(�A*1L2, 4 0�
-Zwc G
DESIGN CRITERIA '
DESIGN FLOW -
'3 BEDROOMS AT 110 G.P$/DAY -330 G.P.D.
REQUIRED (SEPTIC TANK:
NEvJ 1,500 GAL.
SEPTIC TANK PROVIDED 1,500 GAL.
SIZE OF LEACHING FACILITY REO-UIRED: 3`= ¢'440
DESIGN PERC. RATE LZ- MIR/INC D7¢
SIDEWALL (Z) (0-P,3 -3.5 0.23 (1 -Z
80TTOM 11 3S'z5 =. &7.75
3&7.75* + 7(s,78 = 4Gf.,s3 >44(*f %,O<
SIZE OF LEACHING FACILITY PROVIDED:
EFFECTIVE DEPTH
EFFECTIVE LENC,TH 3s•z5 t
EFFECTIVE WInTH 11,0'
I L�' CONSULTING ENGINLERS
7 WEEKS POND DRIVE w•,,, f
MA. 02644 • (508)477-8268
uo�•' I: ,gineering t ;soc oteS, Inc.
PROJECT: 5epTtc. S`/STE1i p_G7A1(Z
N rt_ :5CAftot_ (Lor�i�
I 9g A p 7 43 /"T w i I
OWNER: 700 iEP14 M►, _GUASTECLA — f