HomeMy WebLinkAboutSeptic New 735 North King Street -`TOWN OF SOUTH WINDSOR
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s APPLICATION FOR SITE INVESTIGATION AND PERCOLATION TEST
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Information -to be supplied by Applicant;
� iame and Address of Applicant
�E'ihc S7`
Location .of Property --- ,�-
Address, Street, Lot Number
`;aE,.e and Address of Owner
Site of Lot Type of Water Supply,
Signature of Applicant Date
-
Information to be supplied by Health Department:
Description of Property
Soil -Conditions: �Sc'� Avdr�c
Dbservation Pit #1 Observation Pit #2 Observation Pit #3
i� �� 1`Av c i 7�/f6 �o Ji/uy
1!�_to r3o1 J-0- el some 'Clay. !d�i to si Flhe�7�T �b
L' —to� T/nC�S!�7`� �'� � T/ x
to AC cS� t0
to
tom,cv 6a y to
6' IV, 6—to— to /ham ' ya '�
to
:og of Percolation Tests:
Test Water Time Rate Test Water Time Rate
ole o Be th Time Level Interval Drop Min. /In, Hole # Depth Time!Level in.terva.l Dro Min./In.
/In.
! j, 3 f 3 ,.
a
3 s� S�iy n l� 13
esign Rate ,3 1,? �`,z Design Rate
e ma rks '7 3 /� ''� 'G '�°�.'� • ,� �s L
=sts conducted by Date
?proved for septic system - yes o
.nature of Sanitarian y
` Date
SN57T ��1
N k a Sf
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NA NICHOLSON
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TEST HOLE # I
0" - 12" TOPSOIL
12"-32" FINE , TIGHTLY PACKED SILTY
SAND, SOME CLAY
32"- 7' FINE SILTY SAND
MOTTLING AT 48"
G.W. at 6' NOTES
TEST HOLE 44= 2 q - 40 ZONE
p"- 12" TOPSOIL
EASTERLY BOUNDARY LINE TO REQUIRE
12''36" FINE, TIGHTLY PACKED SILTY
SAND A BOUNDARY LINE AGREEMENT
36"- 7' FINE SILTY SAND
VERY DAMP AT 48" LEGEND
6, W. at 62 " x 34.5 PROPOSED SPOT GRADE
x 34.5 EXISTING SPOT GRADE
MOTTLING at 42
---34--- EXISTING CONTOUR
34 PROPOSED CONTOUR
• I.P. EXISTING IRON'PIN
PERCOLATION RATE_ o I P PROPOSED IRON PIN
13 MIN / I"
680 S/F EFFECTIVE LEACHING AREA
�'"�""'
4 TRENCHES 30" WIDE 68' LONG � 387 .NORTH MAIN ST.,�A orvNo�� KENNETH
FP���'tH a:'>,c�'•.. �] MANCHESTER, CONN.
C,g :� 12��v ���� a H ou(,� P c 643 2520
E _-_ TF 3496
N FL30.51 p 0
\\ rti tioe �s PLAN PREPARED FOR
rm!34 AA
R ICH AR D NICHOLSON
AIS
Vl REVISIONS NORTH KING STREET SOUTH WINDSOR, Cl
\\p DATE APPROVED
RESIDENTIAL SITE PLAN
SCALE I" = 20' DRN. A.V.H. FILE NO. SHEET N
T F 34.20 1 OF
FL 30.12 DATE 3 - 18-82- TRD. A.V. H. 8 17 3
1. P.
I.P 150. 00 �� �\ Epp SET
S ET
zo `c'0
00, /
35— — /
50 R.Y
� 2 � ,5p,• ,51 � ,5y�
h Y 0
N I
0i /
_0 / I N / F
N / F MARI N /
RESERVE
I �
R
AREA I III
I to
I I NI
/ 12
3A
h GAR. a 34.5 x x 1
N �
12 FL 33.0
I
/ -T I
/ w T F L 33.55 1
/ 1000 GAL. I
/ SEPTIC TANK ,L
6 3 I .
3 l+
N� I
\g"'a� ��0• R`ET AINING WALL
xx 2 7
35.9 PROPOSED
THREE
BEDROOM
RESIDENCE aM TEST
TF 36.80 HOLE 20
dM I
II II I
I
g� 6\.5
6'
27' 5
�� a`' Sao +a 3.45 33 50' B. L. �`
TEST SUMP PUMP IN ,S'brO I+
HOLE I BASEMENT I
36 �c` II
ul
I I
c �� I
\sso I
0
I
439. 16' TO M.S. SOUTH - o a
o �• a \ °O 1`
EAST COR. SHEPARD 1.P.
SET 0. 00
N 34—
EDGE OF PAVEMENT+
CENTER L INE }tot
—
!bb t° a
1 5" R.C.P. _
T.F. 33.66 --- --
FL 31.51