HomeMy WebLinkAboutSeptic Repair 00 Pleasant Valley Road (2) Ft7R�i SOUTH WINDSOR HEALTH DEPARTMENT
AFFLICATZON NO.
INVESTI ON FOR SEWAGE DWIVOSAL SY M
owner n� ��-Fs LOU==
PEI�COIATZON TESTS: (Record all:tests) 3-8-� SOIL MOISTURE.
Date , clad* loxp etc.
TEST READINGS
HOLE #1 3a`'p BX7LE #2 HOLE .#3 HOLE #4
Time Reading Time Reeding Time ReVing Time ReadiII
!/ i,r /rani ft,
/',2/z'°
!a y°,
TABULATION OF TEST RMULTS
Depth Presoak Minimum Percolation Rate
ole Location
presoak Err. } (Mjns./Inch)
1 ad�a fd 'P.f S- -ry
CERVATION PITS: (Record all pits) g 3--8-7 Ground Water Table..
Dste Near mmx. Below MEW. P,rc
02L DF3CRI?T10?j
.PIT A PIT B PIT C SIT D
-top Xvii /-i f�r p, y� 76p Sv,1)1i+4e-,-
8-a y�+ h+�al�-'iae.ri/fy S�ad"' yN Ig'� V ti"Y Mardi coa.,.Pstsf' �"�7," - Covr5F s'a.,�d�h�vf�l a d� 6"_6`- c[a
Ve•-y wit w,adiuv. saved N ,� y
aN�ldN� 7uµ- ,, ►a-t8 - orgah;� /ayer
fi/yys�Hd 18-7/_ clay �.
vcs-y w&+ %8-3�- rnicd,
7 `IL-clay a_G�i -clay
(9,w. ° 3h' 6-ly`�fined eoKLfss«d
ly�s; clay
S�ie rev c e 3�d�� TABULATION OF OBSERVATION P3'TS
r r
Ground Soil
Pit Location Depth Ledge At Water At Mehl ng k
A 7%z 3%z 3 Xz fby ''
B .7
C J �i�Z CIGy p
D 6 C,'*,/- —
_
';m Y4 SOUTH WINDSOR HEALTH -2• Investigation i'or sewage..Di sal,
J
DEPARTMENT *�
spFX m CONDITIONS
System design larger than 2,000 g.p.d.
Water supply watershed
ffigh ground water (less thLa possible seasonal high
ground water
Watercourse, marsh or pond possible seasonal flooding
Limited suitable area , Slope over 15%
Marginal soil (30 - 60 mins./iach) ShalIov ledge less tbsa T ft.
Underlying tight soil (less than 4 ft)—Z Other
CONCLUSION
Suitable for sewage disposal
D Unsuitable for-sewage disposal •
B Additional investigation required
c Retest during wet season
�j-9a neer t s Plan required !/
0'e U AC ad
DESIGN R=a4m ATIONS
6 ,
Investigated by Title G _ �
Confirmed/Witnessed by Title
Comments;
Benchmark location Elevation
SOUTH WINDSOR HEALTH DEPARTMENT APPLICATION 8G.
• I14PESTIGATIClf FOR SZ AGE DISPCWI SYST�''d
nrner f2 j►±s�., LOCATIOIR __ 4 o--Y 1�-4 I?ci
'Ef9CCE=Cff TESTS: (Record s=:tests) 3-y-> SOIL MOISTURE:
Date med.' Mir' eta
TEST. READIlYCS
=3 #2 SOLE #3
Time Reeding Time Reeding Time Resding Time Read-1
ii rr j'3''
is
/1
TABUTATI(?! CF TAT RESLIL.TS
MIMS)
pE� Miai %T=kL Ers. (MSna.
j? s M ry _
rER9ATION FITS: (Record all pits) 3-3-7 Ground ',deter Table
Date Near %4,=.
DE3CTaWl0r+3
PIT A PTT B FIT C II'r D
t)-3'"_7epS•;, fifer D�y%/_7t� S•.I�ii+fer G-�!"-7o� T�;/ 'tour
1,C.ry wL''�' NtitC�Wy"` 5ct.tid N ;�
i f _ er-gamic. Myer
yse t4cl f8 �- i_ c/uy, _Jsj
rYy '3u nod N� ja d �7et/l
we.+ i8-
i ,,y 04, -?op soil argaK'lL
11YC�- �'• '�` my
3fi.i �`�y,i Med i'•...prc-t-srKJ
(vevy dai.,p)
v►ic'Ntr .'b-J2 J'l-S CJuy
Yi cle,) TABUiA'iTOR OF OBSERVATION KTS
Ground Soil
— Depth T sde. At Wad
_
A )%L 3/t 3% c`_42
IV
g 7 —
..
DEPARTMENT w -
SPECUL CONDITIONS
System design larger than 2,000 g.p.d. Water supply Watershed
Slab ground Water (less than 14 ft.) Ll--*,- Possible seasonal, high
ground Water r/
Watercourses marsh or pond Possible seasonal Hooding
Limited $citable area Slope over IS%'-
Marginal soil (30 - 60 mins./inch) Shallow ledge (less tbaa T ft.)
Underlying tight soil (less than 4 ft) 0ther
• CONCLUSIOB
Suitable for sewage disposal
r
J t) Unsuitable for sewage disposal
Additional, investigation required
.4 C Retest during wet season
m
r>� i s plan required
d
DE=GN RECOH4II`M=oNS
J�- �. � _�c•z-�-CL- �a� .�.,/%,a. rn..� �L� L a rL� .�,-.d .,� �.:te��i. /���,77` �
T
Investigated by Title 4,
Confirmed/Witnessed by Title
Comments:
Eeach.mark location Elevation
a�RM SOUTH WINDSOR HEALTH DEPARTMENT APP,ICA=pR NO.
•' nI"=GATTOff FOR SZRGE DTS.VCSAL
Owner 1){i;±s IACATIOA ,�U'�
MCoirASloN TESTS: (Record au. tests) 3-Y SOIL MOLSTMM:
Date , med., ow, etc
TEST READINGS
i 3a`'dZ= # Rom EOLE
'rime RQ8d'i"6 Time Redding Time Reading Time Readin,
Yoe
2
TOMA=(X. OF TAT RIMTETS
Depth Presoak '-Minimum Pescolatioa Rate
F le _a (I ) Ers. (Nana./Inch)
s_k'-7
3 -
nc.MVATIOtr ?ITS: (Record all pits) L.3-a-? Ground 'dates Table:
Date Near
OIZ MrS
PIT A PIT B PIT c ftT D .
t>- "�7o�rS•;/ Ljter D�y'/_ 7t� Sr l��i+�er G-�/` -'7g"O _v
� -ay'. �,+rcl'X-'icC,T�/fy Sand•' y, l�ri VrrY �.urd�ccc:.•,P1..t� y"_�L" _ Cc�rSe sc �d��vt"�I r�� b .-f,' _ C!(2 /
1•Cry wG't ►^titC{INw.. St2N,t1 b ; /
�y-lE , Id-ly - �rfanc /ciyt'r
d 1-Y- ur
we✓F i�'-3� xticcl, twe s�iNJ`�9a t/I P:t .F
�
- 1 'iL - afely c'-GYti - clu uc}fuKc!
y b_ry Ned rc
(VCvY (`RVnA)
i°'tc'iJle c .'b -IZ ly--s- clay
sN� r-ry e f-5r 3%Cie) TABULATION OF OSSERVAm.rOR FM
_ r
Ground Soil
Pit ' y n Depth L,ed_g* At Water Mc*®
YL
A .7%Z 3
B 7 CJcy —ail —
------ • ------DEPARTMENT
w.
SP371JU CONDITIONS
System design larger tbsa 2,000 g.p.d. Water SUPP17 Watershed
E'sgh ground water (less tbsn 14 ft.) 1,-� possible seasonal high
ground Water �/
Watercourses mesh or pond Possible sees oaal flooding
Limited suitable area / Slope over 15%,
Margins. soil (30 - 60 mins./iaah) v as'low ledge (less than T ft.)
Underlying tight soil (less than, 14 tt) Other
CONCLUSION
Suitable for sewage disposal
Unsuitable for savage disposal
, 6 Additional investigation required
� t
+10 Retest during Wet season
o �
�ngiuer's plea required
DESIGN RECOH4EM ITIONS
Investigated by .�Y' ��� -:ej, Title
Coati-Med/Witnessed by Title
Comments:
3each.mark location Elevation
1,1 Yh
,' l FF ed 1
o- 7o . ;� -
�-ay rate -sa t Ltd r,• t ti��y w
G _ a
y e6 614
- iLE
p. y —To to So; V
0- 6
497
-
-
- CLOY
Z
y .•�2'-Co✓✓�S� �sa�..d. --w�vf-fc�d �� �s� � r � %� a�
!b -30 -hard
s
1r j, fpr�-arc' _