Site Inspectionl
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GF.NFRAL N(YTFS
----------------
a�., I. All work shall be in accor_dan:e with the re uireme_n,.s of
' � i '' •,, ,� R� '` ` � - -- . _ --,_."` - .. I; ', . � , f'�-''(JN VGA #•t7� 3 • Oft- E� q
e Dar i_<
+h Dartmouth `h Board of Health. the Dart --mouth Conservation Com-
\°� 40 mission and the Massachusetts Department of Fnv2ronment.al Pro-
Y 1 , pYt!i ptf fli'Y• i1YPl
r tec_',::ion (DFP) regttlati,ons 310 CMR 1.0.00 &1.5.00.
r
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" I
• R L. Notify r_hP Dar, Louth Board of Health and MDI for Ins[-
q-
Ao --- - Gl, 5¢ f'II�I✓ifit.� system when l.eachin area i.s ful_1_ ex -
vet trig N W/�j, oy & Atl, of sPwa ,e d sliosal_ - n Y
:avat and when all components are in places, prior t.o
I ; hackf i.l_J. ink;.
t • 3. No modifications shall. be made t_o th_s system wit-hoitt
_ prior written approval_ of MDI, the Dar.tt�touth Board of Health.
and the Dartmouth Conservation Commission
p G 'tft�v5 4. Elevations shown on .plans are based on approx. MSL datum.
5. All unsuitable material is to be excavated from learJiing
area and area backfill.ed with clean gravel or coarse_ sand
as specified in 310 CMR 15.02.. V,Ashed crushed stone shall be_
free of iron, fines and dust.
t.f,, 1"'10' 6. Septic tank and distribution box shall_ be by Rotondo & Sons
Inc, or approvPd equal_, installed on level stable base per
I T E PLAN manufac.turer's speci.fi _ ions. Grout. shall be used to provide
Q I1)� \ bi l I !-� 1_'t� i r,,K b L a waterti. ht Pal at all joints where i enters or leaves i
ERC & WATER TABLE TESTS
---------- - _---------
-------------------
-- ---
,TEST HOLE
DATE
-8A
*
(92 )-- - ---- _ _ __
April 1, 1986
-_
`
-------------, ..------
8B (347)
September 29, 1986
* 8C
*January 29, 1991
'^
'"
8D
January 29, 1991
ENGINEER
*
Michael Ziobro
*
Michael Ziobro
',William H Lockwood
*
William H. Lockwood
FIRM
*
Site Work Assoc. Inc.
*
Site Work Assoc. Inc.
- Modulation Designs
*
Modulation Designs
INSPECTOR
*
Susan Griffin
`
Susan Griffin
-, Wendy Henderson
---- ---•---------------
*
'_`
Wendy Henderson
------- - -•-
SOIL LOG
*
-
----------------_-----
0-43 Humus & Subsoil
*
s;
--------- •-------------
0-24 Humus & Subsoil
0-4 Leaves & Peat
Sand
-'
0--- Leaves &-Peat--
4-12 Subsoil
-'
43--76 Fine/Med Sand
*
,•:
24-30 Clayey Sand
30-•78 Fine/Med Sand &
-,- 4-36 Coarse w/
,; Fines & Stones
*
12-44 Coarse Sand w/
;
Gravel w/ Silt,
36=72 Sand & Gravel,
-'
Fines & Stones
Many Rocks
Some Silt,
1,4••96 Sarni & Gravel,
Fractured Stone *
Some Silt,
72-120 Sand & Gravel,
-•'
Fractured Stone
Fractured Stone *
----
- -- - ---- - ---- - ---
------ _....-- ---
-------------------------
4
.. ,--------- - •---
---
G`2(XR DWATER
None found to 76 in
63 in
77 in
*
80 in
36
FACTOR
ADJUSTED HT
;"
*
%'<
24
39 in
36
41 in __-_--
---
44sin--- -_-- -- -- _---
i PLRC RATE
----+---------
6�min/in ---- ---___
----------
„Less
than 2 min/in
t TEST HT
..
52-70 in
::
--------
"
50 in
-_--
-- --•- ----
TEST ELEV
4
---- -_-_ ----
111.5 f t +/
�
--••-- -�-+• -----... ----
111.0 f /
�; 110.5 i t +/_--•
lli .0 f t +/_----•-
' ;U concrete structure.
d ) Cem 1
7. Contractor shall obtain a Board of Health Certificate of Com
-� ;` ",• - ¢ er �; c / New fo__rd pli.ance_. as required by 310 CMR 15.02. He shall also provide
Pit 11 \ 'City �itte Rp s o ° tt tt
SYSTEM ELEVATIONS' - „ _ �- ��• 6 an �s�-built. plan of the system.
__--__-.._.._..---...�. - ------ \_i�_
4a a �►
-__-......._-_ T 1 �� p� H+�'8. 'I`his s st:em Is (Jes fined for three. bedrnC)[Ts, I is not de_signed
LOC ATICA * DESIGN AS-BUIT_ _ _ - _ Y-------_-_tgt0 �' ��.� \ C I, J� � •. � � for a g,arhk9gE? disposal.
' olF Foundation I {G,ap` �' �`, _ t - r -� �,� r• o -
Inv @Foundation jiZ•��- cidteysCorfit�- — oc o 9. Insure that si.J_,_a1on fPncinp in accordance with Order of
/ 1 (, Condit,1ons 1s e_T-ectE?d rlo]- to commencing work on the site.
O'er '�. + `� Cr (1(, Q
\J\
In ;,ri @Tank (12.52 � .. R. „��_ -••\t � �.; _••-~ � - - �. � v� 605 p
Inv Out @ Tank l2.27 - �- j ' 1 "� ;' o•� `off s6 o s
Inv in @Dist Box ffY•?.o - _ (� f0• �yP,ld �on�rr+ loot �e�t•atfio�> -{� .xtfiiY�� La**1ts �tner
g
d 1,3. o
Inv out a Dist Box •• 1t2.Ca3 �- �", - �' �� 1��>'n�e�ut` `-%�'pt't� '���t�
End of Pipes
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SUBSURFACE SEWERAGE DISPOSAL
Mark & Terr Pereira
=�to to 5o. VA91�-M►o4 YTt I totN-
fto-r 27 a:rf qt, to i+ear'
Modulation. Desi ns, Inc.
Architects En eers
+� g
145 Arnold Si., New Bedford. MA. 02740
Contact; William R Lockwood Tel: (508)997--5889
raving