HomeMy WebLinkAboutSanitary Plot PlanN
DEEIP TEST P14 AND PERCOLATION TEST RESULTS
DEEP TEST PITS 113-116 WERE WITNESSED BY DAVE COUGHLIN OF THE UNCAS DEEP TEST PITS 11A— #2A WERE WITNESSED BY DAVE COUGHLIN OF THE UNGAS
HEALTH DISTRICT ON OCTOBER 8. 2004. DEEP TEST PITS 117—#20 WERE WITNESSED HEALTH DISTRICT AND ROBERT J. SCHUCH, P.E. ON JULY 11, 2005. DEEP TEST
BY DAVE COUGHLIN OF THE UNCAS HEALTH DISTR-1(7 ON DECEMBER 1, 2005. SEE PIT #8A WAS WITNESSED BY DAVE COUGHLIN OF TqE UAS HEALTH DISTRICT
CARY NOTE #1
SAP41 TARY NOTE # 11. AND ROBERT J. SHUCH, P.E. ON JULY 1Z SAN
2005. SEE IT L
01f_ 85# TOPSOIL 01 iflA
8"— 33" TAN MEDIUM SANDY LOAM 011— 6" DARK BROWN TOPSOIL
33"— 84" GRAY SAND AND GRAVEL 6"— 91 " GRAY—BROWN MEDIUM SAND AND GRAVEL
MOTTLING 0 427" NO LEDGE�NO GROUINJIDWATE R, NO MOTTLING, NO LEDGE.. NO GROUNDWATER
T -I&
Lj-a Eff
05i_ 8y, TOPSOIL 0"— 25" DARK BROWN TOPSOIL
25 r
GRA—BROWN MEDIUM—FINE SAND, SOME COBBLES
6_ 3511 BROWN MEDIUM SANDY LOAM "— 93" Y
GRAY FINE AND GRAVEL
NO MOTTLING, NO LEDGE, NO GROUNDWATER
SAND)
MOnILING 0 35-70 NO LEDGE, GROUNDWATER 0 70
Maly eff if 15
oi_ 8" TOPSOIL
85'— 27" TAN FINE SANDY LOAM
GRAY FINE SILTY SANDS
4-31— 80" MOTTLED MEDIUM SAND,
NO MGROUNDWATER O f a-ING 0 28". NO LEDGE, l.
MT8T_Ll 6
READING
0"— 315
TOPSOIL
4"— 45"
DARK BROWN SodAIDY LOAM
451— 82"
RED BROWN MEDIUM SAND & GRAVEL MOTTLED THROUGHOUT
MOTTLING 0 28�
NO LEDGE, NO GROUNDWATER
=_ pff 1112
17-114'
0'— 33"
TOPSOIL
jj"_ 501,
GRAVEL
50"— 9411
FINE SILTY SANDS
MOTTLING 0 59".
NO LEDGE, GROUNDWATER 0 590
PiLlia
0" 8'
1
-OPSOIL
8"— 75"
COARSE GRAVEL
75"� 93"
SAND AND GRAVEL
NO MOTTLING, NO LEDGE, NO GROUNDWATER
Lm- pff_lu
0"— 33"
TOPSOIL
33"— 50"
aRAVEL
50 -- 94"
FINE SILTY SANDS
MOTTZLINC 0 59"s
NO LEDGE, GROUNDWATER 59n
= mlm
0"— 20"
TOPSOIL
20"� 37"
SUBSOIL BROWN LOAM -f SAND
37"— 86"
COARSE SAND AND GRAVEL
MOTTLING 0 60"
NO LEDGE, GROUNDWATER 0 633'
I
X
ja� hW-A
HIGH C014111'RETE
LEACHING GALLE1
APPROVED STONE
A G G R E(GA TEE
m
f -r i
il
LOARK BROWN TOPSOIL
8-"- 2XI LIGHT BROWN FINE SANDY LOAM, STONEY
23"- 116 GRAY -BROWN MEDIUM -COARSE SAND AND GRAVEL
NO MOTTLING, NO LEDGE, NO GROUNDWATER
PERCOLATION ',TESTS P-5 AND P-6 WERE PERFORMED BY OTHERS
ON JANUARY 6 & 9, 2006. SEE SANITARY NOTE f 11.
TOTAL DEPTH = 28-112"
PRESOAK AT 11:02
TIME
READING
12:00
1 ,,
12:05
7-112"
12:10
11-1114"
12:15
15"
12:20
17-114'
12:25-
18-318"
12.30
20-114"
12:355
21-11211
12:40
22-112-
12:45
23-114-
12-50
24'
12:55
2
A-
24-314"
1:00
25--112°F
P-5 PERCOLATION RATE 6.7MINUTESAINCH
B—ca
78.5 A
TOTAL DEPTH
= 24"
PRESOAK AT
11:00
TIME
READING
12:02
6-112"
112:07
11 —112'
192.12
14"
12:17
15-314"
12:22
17-114"
12:27
18-318"
12:32
19-1/4"
12:37
20"
12:42
21-114-
12-47
22-112"
12:52
EMPTY
P-6 PERCOLATION RATE = 6.7 MINUTES/01
FINISHED GRADE
LOAM AND SEED,
GRADE TO PREVENT PONDING
FILTER FABRI(C
A'x 8x 12" LEACHING GALLERl__F&_.
NOT TO SCALE
WOOD STAKE
FLOW.- DIRERTION
91-00 EXCAVATE 6"x6" TRENCH TO BURY
FABRIC & COMPACT BACKFILL
FABRIC TO EXTEND 6" BELOW GROUND LEVEL
SEDIMENT. -FENCE DETAIL
NOT TO SCALE
ANTI -TRACKING PAD
NGT -1
- 2 , 0 SCALE
L L -1, L L
148 Poute 2, Preston, Connecticut o636c;
(86o) 949 - 8197
&IMAJ
--ft�/
%M%b ft%Vft
TP#7A
I i 1 %01 1 %.' -1 &.— L
CLEARING
LIMIT
N/F
AUSTIN HEMTT & SONS, C- ------
1-10
#n
�A
86
84'
82
PROPOSED 2
FAMILY HOUSE
(4 BEDROOMS TOTAL)
rr 85.4n
I f w
8SM'T 76.40
1,250 GALLON (MIN) SEPTIC
TANK (H-20 LOADING)
INV 79.75 IN
80 INV 79.50 OUT
2 ROWS OF 56' OF 4tx 8'
x 12" HIGH CONCRETE
LEACHING GALLERIES
(H-20 LOADING)
BOTTOM OF ALL GALLERIES
ELEV 76.50
I/ If
I I
1 76
J
N/F
A.USTIN HEWITT &
SONS, INC.
72
100%
zo RESERVE
AREA
-SEDIMENT FENCE OR
WOOD CHIP BERM
APPROXIMATE
PROPERTY LINE (TYPI)
PER REFERENCE
NOTE 1#1
REFERENCE NOTES
1. REFERENCE IS MADE TO PLAN SET TIRLED 1HATCHIHE-WITT RESUBDiVISION, MONPVILLE, CONNECTICUT. PREPARED FOR ROGER
L. HATCH, FIELDING DRIVE, MONTVILLE, CONNECTICUT, MARCH 2006, COVER SHEET THROUGH SHEET 6 OF 6. REVISED UP
TO 2-16-07". PREPARED BY BOUNDARIES, LLC, GRISWOLD, CT.
2. PROPERTY OWNER: AUSTIN HEWITT & SONS, INC.
3. THIS PLAN HAS BEEN PREPARED FOR SANITARY AND ZONING APPROVAL. FOR ALL OTHER IMPROVEMENTS RE UIRED PER
THE RESUBDIVISION APPROVAL, SEE PLAN REFERENCED IN NOTE 1.
I
LEGEND & ABBREVIATIONS
C -Q.)
PLOT
"LAN-1 AlK Y - LO'T #2
PREPARED FOR
ROGER A 1 16- -A
H
DRIVE
#22`9 FIELDING
IVIONTVILLE, CONNECTICUT
SCALE.- 1"=20' MARCH 2016 JOB I.D. NO.: 16-1082
UTILITY POLE
SAN
SANITARY
CL&P
CONNECTICUT LIGHT & POWER
INV
INVERT
SNET
SOUTHERN NEW ENGLAND TELEPHONE S
SLOPE
MORE OR LESS
NII
NOW OR FOR RLY
REC
RECOVERED
PROPOSED TREE LINE
SF
SQUARE FEET
--- 78----
EXISTING CCA TIOUR
0
REBAR OR IRON PIN RECOVERED
mu -1
PROPOSED C NTOUR
4;
A N G L E_ POINT
78.5 A
PROPOSED SPOT ELEVA77ON
RBR
REBAR
/P
IRON PIPE
CONC
CONCRETE
DH
DRILL HOLE
SCHED
SCHEDULE
MON
MONUMENT
R
RADIUS
El
MONUMENT
—U—
'UNDERGROUND UTILIT)f
0
O'VERHLAD WIRE
Typ
TYPICAL
MIN
MINIMUM
D -BOX
DISTRIBUTION BOX
DEEP TEST PIT
FF
FINISHED FLOOR
PERCOLATION TEST
Pvc,
POLYVINYL CHLORIDE
E�
BUILDING SETBACK LINE
TREE
STONE WA L &L
WELL
CB
CATCH BASIN
oel
'001
PLOT
"LAN-1 AlK Y - LO'T #2
PREPARED FOR
ROGER A 1 16- -A
H
DRIVE
#22`9 FIELDING
IVIONTVILLE, CONNECTICUT
SCALE.- 1"=20' MARCH 2016 JOB I.D. NO.: 16-1082