HomeMy WebLinkAboutSite PlanTEST HOLE DATA
OBSERVED BY UNCA5 HEALTH D15TRICT I 1-2G-02)
Benchmark
Top of Monument
EI. =390.32 AS5umed
TEST HOLE DATA.
OB5ERVED BY UNCA5 HEALTH D15TRICT 4-19-02)
TEST HOLE 20
0-5" TOP501L
5-3 1 " BROWN SANDY LOAM
31-57" OLIVE GREY 51LTY SAND W/ROCKS
LEDGE AT 57", NO WATER, NO MOTTLING
TOP501L
TEST HOLE 2 1
0-5" TOP501L
5-4 1 " BROWN 5ANDY LOAM
41-75" OLIVE GREY 51LTY 5AND W/ROCKS
NO LEDGE, NO WATER, NO MOTTLING
SEWAGE DISPOSAL
TE5T HOLE 22
0-1 " TOfSOI L
1-3G" BROWN 5ANDY LOAM
3G-82" OLIVE GREY 51LTY SAND W/ROCK5
NO LEDGE, NO WATER, NO MOTTLING
389.50
TEST HOLE 23
0-3" TOF501L
3-3 1 " BROWN 5ANDY LOAM
3 1-G I " 5AND GRAVEL W/ROCKS
LEDGE AT G I ", NO WATER, NO MOTTLING
TEST HOLE 24
0-5" TOF501L
5-32" BROWN 5ANDY LOAM
32-84" MEDIUM COMPACT GREY 51LTY 5AND W/BROKEN ROCK
NO LEDGE, NO WATER, NO MOTTLING
TEST HOLE 25
0-5" TOF501L
5-30" BROWN SANDY LOAM
30-59" DARK GREY 51LTY 5AND W/ BROKEN ROCKS
LEDGE AT 59", NO WATER, NO MOTTLING
TE5T HOLE 2G
0-0 TOF501L
G-4 I " BROWN 5ANDY LOAM
41-71 " DARK GREY MEDIUM GREY SAND
LEDGE AT 71 ", NO WATER, NO MOTTLING
Benchmark
Top of Monument
EI. =390.32 AS5umed
TEST HOLE DATA.
OB5ERVED BY UNCA5 HEALTH D15TRICT 4-19-02)
TE5T HOLE 5
0-4" TOF501L.
F'
4-18" 5U5501L x =
18-80" GREY COMPACT 51LTY SAND W/ COBBLE5
LEDGE AT 8G", NO WATER, iNO MOTTLING
PERCOLATION TE5T5 - FEBRUARY 2 1 , 2003
9' ON CENTER
4' - 0" 6" MINIMUM
N
0 0 0 ° ° 0
00APPROVEDFILL
00
o-°
0-0O
AS REQUIRED I ° 0 °
40° 0000 0 °0 0° r <
f? ° '0 Ciu '00. ° ° ° o d
a0 °
1'-6" MINIMUM
TO MOTTLING
4'-0" MINIMUM -4TOLEDGE
48" WI D E
TYPICAL LEACHING TRENCH
NOT TO SCALE
NON -WOVEN FILTER FABRIC
4" PERFORATED PVC PIPE
HOLES DOWN)
1" BROKEN STONE
4" SOLID PVC OUTLET PIPE TO
ADJACENT LEACHING TRENCHES
2" HIGH LEVEL
OVERFLOW
AS REQUIRED \
G
0
0
P • •
SCALE
4" PVC INLET PIPE
SET DISTRIBUTION BOX LEVEL
ON BROKEN STONE
I.Pipe
Rec. .
FERMORMED BY UNCA5 HEALTH DISTRICT \ \ \
FERC TEST # I FERC TEST #2 \ \
DEPTH OF HOLE 20" DEPTH OF HOLE 14" \ \ \ \ \
TIME READING 'TIME READING \ e/
2 : 1 1 10 I /2 J 2:13 . 2 1/411
2:22 1 5 11211 2:24 51.
2:3G11 17 112 2:38 G 3/4
2:47 18 1/12" 2:49 7 1/12" \.0 2\
3
3:1 I 20 1/4114" 3: 13_ 9"
RATE- 13.7 MIN/IN RATE= I G MIN/IN \
ID
o
s -
UZ
398 _
N
Rec.
R shin
so
1
394 - -
New A55e55or'5 Lot#4 I TP-
24.0'
r
Area = 5 1,090.1(5± 5.f. #25 '
00000
1 ± ACe5
TP -
23 T / Rebar
6. '; x#24
rP -. w/Cap Set
p 0G,,
New 1 250 Gal. 5eptic Tank / pooh 7
PT
25' OGS "
Mon.
20-411Ca5t Iron5= 1/4" per ft min `x "Q /
TP
TP #
20
TP
Ledzje_ #2G
D
3g0 9 T
Q2 \ \ D3 TP 1NO \\ /
i New silt Ferl
2 VII
0
10 -----
388----- ,\P1 /
4" P_VC-Foundatlon Drain
X \
1088s
SNET Inv.=395.0 '
5ee Notes 7 * 8
LEGEND Rebar
vdCap Set
TYP TYPICAL
BSMT BASEMENT \
FF FINISH FLOOR 00. S
CONIC CONCRETE \
O
4i;,•
b iaitti B sB l d j 'LY .-' 11 jf0
PVC POLY VINYL CHLORIDE
STONEWALL
0
BUILDING SETBACK LINE I. Pin
991 #12054
SEDIMENT FENCE
4 / GRAPHIC SCALE
DB DISTRIBUTION BOX ;,;,- 20 0 20 20 40
SOIL TEST LOCATION
PT
PERCOLATION TEST
I' 1
IN FEET )
1 inch = 20 ft.
To my knowledge and belief this map is
substantially correct as noted hereon.
Bernardo L.L.S.#70121
160
Ies
valid unless embossed seal affixed hereon
2 ZZ,14 3
Date
W
N
9
GRADE
0
BULK TABLE (ZONE R80)
TEST HOLE 3
0-8" TOP501L
8-44" 5UD501L
LEDGE AT 44", NO WATER, NO MOTTLING
F•
51,090 SF
TEST HOLE 4
0-GII TOP501L
G-2211 5UB501L
22-8811 DARK GREY COMPACT 51LTY 5AND W/COBBLE5
LEDGE AT 88", NO WATER, NO MOTTLING
TE5T HOLE 5
0-4" TOF501L.
F'
4-18" 5U5501L x =
18-80" GREY COMPACT 51LTY SAND W/ COBBLE5
LEDGE AT 8G", NO WATER, iNO MOTTLING
PERCOLATION TE5T5 - FEBRUARY 2 1 , 2003
9' ON CENTER
4' - 0" 6" MINIMUM
N
0 0 0 ° ° 0
00APPROVEDFILL
00
o-°
0-0O
AS REQUIRED I ° 0 °
40° 0000 0 °0 0° r <
f? ° '0 Ciu '00. ° ° ° o d
a0 °
1'-6" MINIMUM
TO MOTTLING
4'-0" MINIMUM -4TOLEDGE
48" WI D E
TYPICAL LEACHING TRENCH
NOT TO SCALE
NON -WOVEN FILTER FABRIC
4" PERFORATED PVC PIPE
HOLES DOWN)
1" BROKEN STONE
4" SOLID PVC OUTLET PIPE TO
ADJACENT LEACHING TRENCHES
2" HIGH LEVEL
OVERFLOW
AS REQUIRED \
G
0
0
P • •
SCALE
4" PVC INLET PIPE
SET DISTRIBUTION BOX LEVEL
ON BROKEN STONE
I.Pipe
Rec. .
FERMORMED BY UNCA5 HEALTH DISTRICT \ \ \
FERC TEST # I FERC TEST #2 \ \
DEPTH OF HOLE 20" DEPTH OF HOLE 14" \ \ \ \ \
TIME READING 'TIME READING \ e/
2 : 1 1 10 I /2 J 2:13 . 2 1/411
2:22 1 5 11211 2:24 51.
2:3G1117112 2:38 G 3/4
2:47 18 1/12" 2:49 7 1/12" \.0 2\
3
3:1 I 20 1/4114" 3: 13_ 9"
RATE- 13.7 MIN/IN RATE= I G MIN/IN \
ID
o
s -
UZ
398 _
N
Rec.
R shin
so
1
394 - -
New A55e55or'5 Lot#4 I TP-
24.0'
r
Area = 5 1,090.1(5± 5.f. #25 '
00000
1 ± ACe5
TP -
23 T / Rebar
6. '; x#24
rP -. w/Cap Set
p 0G,,
New 1 250 Gal. 5eptic Tank / pooh 7
PT
25' OGS "
Mon.
20-411Ca5t Iron5= 1/4" per ft min `x "Q /
TP
TP #
20
TP
Ledzje_ #2G
D
3g0 9 T
Q2 \ \ D3 TP 1NO \\ /
i New silt Ferl
2 VII
0
10 -----
388----- ,\P1 /
4" P_VC-Foundatlon Drain
X \
1088s
SNET Inv.=395.0 '
5ee Notes 7 * 8
LEGEND Rebar
vdCap Set
TYP TYPICAL
BSMT BASEMENT \
FF FINISH FLOOR 00. S
CONIC CONCRETE \
O
4i;,•
b iaitti B sB l d j 'LY .-' 11 jf0
PVC POLY VINYL CHLORIDE
STONEWALL
0
BUILDING SETBACK LINE I. Pin
991 #12054
SEDIMENT FENCE
4 / GRAPHIC SCALE
DB DISTRIBUTION BOX ;,;,- 20 0 20 20 40
SOIL TEST LOCATION
PT
PERCOLATION TEST
I' 1
IN FEET )
1 inch = 20 ft.
To my knowledge and belief this map is
substantially correct as noted hereon.
Bernardo L.L.S.#70121
160
Ies
valid unless embossed seal affixed hereon
2 ZZ,14 3
Date
W
N
9
GRADE
0
BULK TABLE (ZONE R80)
ITEM REQUIRED PROVIDED
LOT AREA 80,000 SF 51,090 SF
LOT FRONTAGE 180 FT 149.97 FT
FRONT SETBACK 50 FT 92.3 FT
SIDE SETBACK 20 FT 24 FT
REAR SETBACK 50 FT 205 FT
SEWAGE DISPOSAL ON SITE SEPTIC
WATER SUPPLY ON SITE WELL
2x2x48" WOOD POLE -
INDUSTRIAL NETTING, SNOW
FENCE OR WOVEN WIRE FENCE
f FOR SUPPORT
l
FILTER FABRIC
N
i
BACKFILL
FLOW
I
I 6,
T
NOTE: PREMANUEACTURED Ir C_ MAY BE USED.
IM NT F N, C
NOT TO SCALE
LOCATION MAP
SCALE:1 "=1000'
SURVEY NOTES:
1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS
OF CONNECTICUT STATE AGENCIES SECTIONS 20-3008-1 THROUGH 2O-30015-20
AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT"
AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON
SEPTEMBER 2G, 1996. IT 15 A IMPROVEMENT LOCATION SURVEY BASED ON A
RESURVEY AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2
TOPOGRAPHIC SURVEY CONFORMS TO A CLASS T-2 AND IS KEFEKENCED TO
AN ASSUMED DATUM.
NO DECLARATION IS EXPRESSED OR IMPLIED BY THIS MAP OR COPIES THEREOF UNLESS
THE PRINT BEARS THE IMPRESSION TYPE SEAL AND ORIGINAL LIVE SIGNATURE OF THE
SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEAR BELOW OR THEREON.
MAP REFERENCES:
WILLIAM K. ALLEN OLD COLCHESTER ROAD MONTVILLE, CT PKOPEKTTY BOUNDARY SURVEY
SCALE: I "=40' DATE: MARCH 12, 2002 SHEET I OF I REVISED 4/21/02 * 10/06!02
JAMES BERNARDO, LLS PROFESSIONLA LAND SURVEYOR
GENERAL NOTES:
I . THE SUBJECT PROPERTY IS PRESENTLY LOCATED WITHIN THE TOWN OF MONTVILLE
K-80 ZONE DISTRICT.
2. THIS PLAN IS FOR A PERMIT PURPOSES ONLY. IT IS NOT A CONTRACT DOCUMENT OR
CONSTRUCTION DRAWING.
3. NO EXCAVATION SHALL TAKE PLACE WITHOUT NOTIFYING "CALL -BEFORE -YOU -DIG"
AT 1-800-922-4455.
WATER SUPPLY WILL BE FKOM ON SITE WELL,
7. NO FOUNDATION DRAINS OR, DKY WELLS SHALL BE INSTALLED WITHIN 25 FEET UP
GRADIENT OF THE SEPTIC SYSTEM OK WITHIN 50 FEET DOWN GRACIENT OF THE
SYSTEM.
8. FOUNDATION DRAIN DISCHARGE WITHIN 25 FEET OF A SUBSURFACE SEWAGE DISPOSAL
DISPOSAL SYSTEM (SSDS) SHALL BE CONSTRUCTED WITH KUBBEK GASKETED PIPE
AS NOTED IN THE CONNECTICUT PUBLIC HEALTH CODE REGULATIONS AND TECHNICAL
STANDARDS FOR SSDS (PAGE 21 , TABLE 2-C) PURSUANT TO SECTION 19-13-D 103.
STORM WATER DRAIN PIPE WITHIN 50 FEET, BUT NOT WITHIN 25 FEET, OF THE SSDS
SHALL BE CONSTRUCTED OF TIGHT PIPE AS DENOTED IN THE ABOVE REFEKENCE
PUBLIC HEALTH CODE. ALL DACKFILL AROUND PIPE IS TO BE COARSE SAND.
9. NO UTILITIES SHALL RUN THROUGH ANY PORTION OF THE PRIMARY OR RESERVE
LEACHING AREAS OF THE SSDS.
10. THE PLACEMENT OF FILL, PIPES AND APPURTENANCES SHALL BE
INSPECTED AND APPROVED BY THE TOWN SANITARIAN OR AUTHORIZED
REPRESENTATIVE. THE TOWN SANITARIAN SHALL BE NOTIFIED 24 HOURS
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY.
1 1. SITE PREPARATION PROCEDURES FOR THE INSTALLATION OF THE NEW
SSDS:
A. INSTALL AND MAINTAIN EROSION AND SEDIMENTATION CONTROLS AS
SHOWN ON THE PLAN.
B. STRIP ALL VEGETATION, ORGANIC MATTER AND TOPSOIL IN THE AREA
OF AND TEN FEET SURROUNDING THE NEW LEACHING SYSTEM. REMOVE ANY
UNSUITABLE MATERIAL WHICH MAY INTERFERE WITH THE PROPER FUNCTION
OF THE SSDS.
C. INSTALL SYSTEM PER PLAN.
D. NATIVE SOIL SHALL BE USED AS BACKFILL, PLACED AND COMPACTED
IN 12 INCH LIFTS. THIS FILL MUST HAVE A MINIMUM PERCOLATION
RATE OF 10 MINUTES/INCH AFTER PLACEMENT AND COMPACTION.
E. SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF SIX INCHES OF
PROCESSED AGGREGATE OK BROKEN STONE BASE ON COMPACTED SUBGRADE.
ALL COMPACTION SHALL BE TO 95% MODIFIED PROCTER DENSITY.
BACKFILL AROUND TANK SHALL BE PLACED AND COMPACTED IN SIX INCH
LIFTS TO 95% MODIFIED PROCTOR DENSITY. FILL TANK WITH WATER TO
DISCHARGE LEVEL AFTER ACCEPTANCE,
12. PRIMARY SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN CRITERIA:
A. EFFECTIVE LEACHING AREA REQUIRED:
NEW THREE BEDROOM RESIDENCE
DESIGN PERCOLATION RATE = 10.0 - 20.0 MIN / I" DROP (PERCOLATION TEST)
675 SF EFFECTIVE LEACHING AREA REQUIRED
B. DESIGN: NEW 1 250 GALLON SEPTIC TANK AND
3 KOWS OF 12" X 46" LEACHING TRENCHES
C. EFFECTIVE LEACHING AREA PROVIDED
INVERT SCHEDULE
HOUSE CONNECTION SEE PLAN
SEPTIC TANK IN 300.58
SEPTIC TANK OUT 390.25
DISTRIBUTION BOX. 1: IN 389.50
H.L. OUT 390.00
BOTTOM OF TRENCH 3€19.00
DISTRIBUTION BOX 2: IN 389.00
H.L. OUT 339.50
BOTTOM OF TRENCH 388.5
DISTRIBUTION BOX 3: IN 389.50
BOTTOM OF TRENCH 388.0
225 LF NEW LEACHING TRENCHES
LEACHING AREA PER LINEAL FOOT 3.0 SF/FT
TOTAL EFFECTIVE LEACHING AREA = 675 SF
13. ML55 CALCULATION NEED NOT BE CONSIDERED ON THIS LOT, DEPTH TO RESTRICTIVE
LAYER GREATER THAN 60".
14. WELL SHALL BE GKEATEK THAN 75 FEET FROM NEW AND EXISTING
SEPTIC SYSTEMS.