HomeMy WebLinkAboutSite PlanSITE TEST PIT DATA:
gigqqbANDWITNESSEDTESTPITSWEREDUGONSEPTENBER3, 1
40trBYBARTFERRANTEtP.E. (TOTAL TECHNOLOGY INC)nIt
t AND MIKKIRBY, R.S. UNCA5 SEAL DISTRICT)- 1
i"1P511 "
I
I
NT3 71_1:N
V I'va, ngTP #1 HETLAN DS
ORANG -BRrX,4N FINE SANDY LOAN
OR .- TOPSOIL
80 - 2A0 E
24" - 400 GRAYISH FINE SAND
AOO - 56" GRAY15P GRAVELL'r SAND COMPACTED
NO LEDGE, ROOTS 0 36"
TERNOAPPARENTMOTTLIN(-3, No GROUNDWA
TP #2
711 TOP501L
70 - 270 ORANGE-BROHN FINE SANDY LOAM
277' - 48" GRAY15H FINE 5IL-ry SAND - COMPACTED
AV - 1W GRAY1544 GRAVELLY SAND - COMPACTED
NO LEDG E P06 )T 5 Q 30"
MOTTLING (S 35:, NO rIROUNDI-IATER
TP #3
of ION TOPSOIL
1014 230 ORANGE -BROWN FINE SANDY LOAM
23' GRAYISH FINE SILTT SAND COMPACTED
NO LEDGE, R(. )OT5 Q 26"
MOTTLING (P 36', No GROUNDWATER NN
3-7q
TP #A
152 TOPSOIL N
340 ORANGE-BROVIN FINE SANDY LOAN
34 65' GRAYISH GRAVELLY SAND - COMPACTED
3-7q
NO LEDGE, ROOTS @ 360
Q
NO APPARENT MOTTLING, NO GROUNDHATER
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3-82
354
PERCOLATION TESTS: --7-
PT 3tI
PERC TEST PERFORMED. q-3-% (PRE-50AKED)
PERC TEST DEPTI-I: 30"
pEpCOLATION RATE DETERMINED- 6.7 MIN/INCP
3,52
PT #2
PERC TEST PERFORMED (PRE-SOAKED) 3 -Z
PERC TEST DEPTH: 30
pERr_ot_ATioN RATE DETERMINED- 5.0 MIN/INCHP#4
801
NV.382.50 ki out
Z
Z,
7GARAGE
FF 565.5±
N '—
CaA1N1ECT END -co'
D F= OF TRENCHE-65zINV. 02.50 out (TYPICA[ INV.384.53 04 -ft ,)
r
PILI -+
P--2 INVZ,02.67 in 7
2 STOR6< POU
64 LF of TP#2
F F
IoO LF of 41PYc
2.22% 1000 GAL99aSEPTIC
INV.383.150 out
TANK INV,385.25 ovt
A---------
PROPOSED
HELL
As/
COn?
r1?
Co
rr)
20 0 20 40 80
DUE TO DISTORTION DURING REPRODUCTION TI -115 PRINT MA'r NOT
SCALE EXACTLY. ALL
I
DINENSIONS SPOVIN OVERRULE SCALING. IF GRAPHIC SCALE IN FEET
THERE ARE ANY DISCREPANCIES, CONTACT ENGINEER. (CHECK BEFORE USING)
U. IAoNfwrNwI C)
ORIGINAL PERC IN NATIVE SOIL- (USE P-1)
PROPOSED CONTOUR
DEPTH @ 30' - 6.7 min/inch
LINEAR FEET
CU
FINIS,-' IED FLOOR
NEW DESIGN PERC RATE:
1. REFERENCE IS MADE TO THE FOLLOP41NG PLANS- DW
MI -55" REQUIRED:
PERCOLATION TEST LOCATION
RESTRICTIVE LAYER @ 36' (MOTTLING TP #3)
TEST PIT LOCATION
CD
30
3 BEDROOMS FF 1.5
A. PLAN SET TITLED 'STONINGTON ARLES - PHASE 11" PREPARED FOP,
1.2
MI -55 a HF X FF X PF 54.OLF
SYSTEN DESIGN:
ATLAS PAVING COMIPANYt INC., AL HARVEY ROAD * DAHLEY DRIVE,
ou
USING 45' WIDE LEACHING TRENCHES @ q' O.0 3.0 SF eFF/LF_...
STONINGToN, CONNECTICUT JANUARY 1q 6, JOB No. co- -8-3q BYx CD
W LF X 2 X 3.0 5F/LF - 480 SF eff
5 LF X 2 X 3.0 15F/LF - 30 SF eff
TOTAL TECHNOLOGY, INC. REVISED 4-2-cK,. 0 CD MY
2. THIS PLAN 15 A SUBSURFACE SEWAGE DISP05AL SYSTEM PLAN. ALL J ZnTrWORK514ALLCOMPLYWITHTHECURR.ENT REQUIREMENTS OF THE J
Z
CONNECTICUT PUBLIC HEALTH CODE, REGULATIONS AND TECHNICAL
z Li
STANDARDS FOR SUBSURFACE SEVIAGE DISPOSAL SYSTEMS, in w coco
U)
C4
DEPARTMENT OF PUBLIC HEALTH, STATE OF CONNECTICUT. wr Z
3. ALL UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR(5) SHALL
VERIFY ALL UTILITIES (LOCATION 4 ELEVATION) PRIOR. TO ANY
CONSTRUCTION. CONTRACTOR S) SHALL NOTIFY "CALL BEFORE
YOU DIG" AT I- --q22-4455 AT LEASE 48 HCXJRS PRIOR TO ANY
EXCAVATION.
NATIONAL, 4. ELEVATIONS BASED ON GEODETIC VERTICAL DATUM (NGVD).
5. FOR EXACT HOUSE DIMENSIONS, SEE BUILDING PLANS.
6. A BENCHMARK SHALL BE ESTABLISHED OUTSIDE OF THE WORK AREA
PRIOR TO ANY CLEARING AND/OR CONSTRUCTION.
7. CONTRACTOR SHALL NOT DEVIATE FROM THIS PLAN WITHOUT WRITTEN
APPROVAL OF THE ENGINEER. IF ANY CONDITION, AS SHOWN HEREON
VARIES OR 15 NOT AS DELINEATED, STOP WORK AND NOTIFY ENGINEER
AT ONCE.
wo P
DESIGN CRIT A=
PERCOLATION RATE:
EXISTING CONTOUR
ORIGINAL PERC IN NATIVE SOIL- (USE P-1)
PROPOSED CONTOUR
DEPTH @ 30' - 6.7 min/inch
LINEAR FEET
SLOPING WELL DRAINED SOILS
FINIS,-' IED FLOOR
NEW DESIGN PERC RATE:
INVERT
USE I to 10 Minutes
purpose, project, kocat"i or owner
MI -55" REQUIRED:
PERCOLATION TEST LOCATION
RESTRICTIVE LAYER @ 36' (MOTTLING TP #3)
TEST PIT LOCATION
SITE SLOPE @ 3.1 to A% HF 30
3 BEDROOMS FF 1.5
PERC RATE I to 10 MINUTES/INCH PF 1.2
MI -55 a HF X FF X PF 54.OLF
SYSTEN DESIGN:
3 BEDROON5- 41-15 SF eFF REQUIRED
USING 45' WIDE LEACHING TRENCHES @ q' O.0 3.0 SF eFF/LF_...
6715 SF/3.0 SF per, LF - 165 LF OF TRENCHES REQUIRED
USE 'A2 ROHS of 80 LF of 481 HIDE LEAC14ING TRENCPE5
W LF X 2 X 3.0 5F/LF - 480 SF eff
5 LF X 2 X 3.0 15F/LF - 30 SF eff
7:
510 5F eFF
LEGEND AND ABBREVIATIONS
TYPICAL
APPROVED— -,A'PVr–
FILTER
FABRIC
HIN G" COVER
382.50
dY '
BOT 352.00
12
10 BROKEN r-IIN 18' to MOTTLING
STONE
MIN 48" to LEDGEROCK
ll I\/i {:=111; `'
T`T**F1GAL SECTI ON'
L EAC INN T ENCt 5
NO SCALE
NID 16 1
Is 0 % 0
0!
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0
Z
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fly 0
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cz
0 1998 TOTAL TECWULDW INC,
EXISTING CONTOUR
126 PROPOSED CONTOUR
LF LINEAR FEET
FF FINIS,-' IED FLOOR
INV INVERT
purpose, project, kocat"i or owner
withou-t -the expressed writtenPERCOLATIONTESTLOCATION
TPUI TEST PIT LOCATION
PVC POLYVINYL 04LORIDE PIPE
TYP TYPICAL
BOT BoTTGI-1 OF TRENCI-1
TYPICAL
APPROVED— -,A'PVr–
FILTER
FABRIC
HIN G" COVER
382.50
dY '
BOT 352.00
12
10 BROKEN r-IIN 18' to MOTTLING
STONE
MIN 48" to LEDGEROCK
ll I\/i {:=111; `'
T`T**F1GAL SECTI ON'
L EAC INN T ENCt 5
NO SCALE
NID 16 1
Is 0 % 0
0!
LU Z
0
Z
LL! T
fly 0
A
cz
0 1998 TOTAL TECWULDW INC,
These di- ftwIngs are t€ve property
of 'the F-ngjrw-er (%nd hQvv been
specIFIr-Q(ty prepared for thp owwr
oP times project, at t€ -"s site, arx)
arenot to be 6-4c4",tsd oe used
In part or vhdi F,)r fairf other
purpose, project, kocat"i or owner
withou-t -the expressed written
consent of the Eagineter.
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WETLANDS
TESITEST PIT DATA:FR
TNE55EDS+r41
rS5-T pl-F!5 !80 M. 5_R 3, lqqb AND V41 61
BY BART FERRANTE, P.E.
P.S. UNCA5 PE-ALTP DISTRICTtANDMIKEKIRBY, 9, 0,13
Fk:`
iti4 ' '
q
A q)lyN '0", 01 VAV N
g
vo;
TP
VIA IIAIETLANDS
TOPSOIL
24" ORANGE -BROWN FINE SANDY LOAM
2A" A00 Gr -,,A "r 15P FINE 5AND
AO" 560 GPAY15P GRAVELLY SAND COMPACTED
k.
I;,- piNOLEDGEROOTSQ3'0'0
NO APPARENT MOTTLING, No GROUNDWATER
A
A
TP #2
0 70 TOP501L
7", - 2711 ORANGE -BROWN FINE SANDY LOAM
27" - AW GRAYISH FINE SILT"r SAND - COMPACTED
46" - 88" GRAYISH GPAVELL.r SAND - COMPACTED
NO LEDGE, ROOT5 (P 30d
MOTTLING @ 35'1 NO GROUNDWATER
TP I*
01 10" TOP501L
101 23" ORANGE -BROWN FINE SANDY LOAM
23" GRAT15P FINE 51L-F'r 5AND - COMPACTED
NO LEDGE, ROOT E? 26'
MOTTLING 9 36', NO GROUNDWATER
TP *t4 -
3-7q
a"wA11OOPSOIL N
d 3A RANGE-BPOHN FINE SANDY LOAM
3AM - 659 GRAY15H GRAVELLr SAND - COMPACTED z
3-701
NO LEDGE, R(-YJTS @ 3-G4
No GGROUNDHATERNOAPPARENTMOTTLIN6
I/ / z
E
j5b2
3
OVA 3P654
PERCOLATION TESTS: -3` -7
P,r
PERC TEST PEPFORNED q-3-% (PPE -SOAKED)
PERC TE5T DEPTH:
PERCOLATION RATE DETERMINED- 6.7 MIN/INCI-I
el
PT .112
PER. TEST PERFORMED q -3 -CZ (PRE-SOAKED)
PERC TEST DEPTH- 30" TP#3
PERCOLATION RATE DETERMINED: 5.0 MIN/INCH iP#4
3E53 VE A R
80, INV.382.50 In 8 Out
V
GARAGE
X' \ `, FF BB5.5±
CONNECT ENDS
OF cENCHEINV.S62.150 0vt (TYTPA/)' INV.3J34.B3- out +P-2 INV.382.67 in
64 LF of TP#2
9-0.0% 19t FL FF
60 LF of 4"PVC: 1000 GALaSw2,22% SEP-ric
IW3A5150 out
TANK INV.B83.25 out
X \C)
rr '
1 !r !
PROPOSED 0 x100HELL
10,
N
CO
0)
0r
IN% ro
DUE TO D15TORT ION DURING R—F-PRODUCTION, TPIS PRINT MAY NOT
SCALE EXACTLY. ALL DINEN51ONS SPOVIN OVERRULE SCALING. IF
TPERE ARE ANY D15CREPANCIES, CONTACT ENGINEER.
I TES:
EXISTING CONTOUR
PERCOLATION RATE:
PROPOSED CONTOUR
ORIGINAL PERC IN NATIVE SOIL- (USE P-1)
LINEAR FEET
UJ
FINISHED FLOOR
SLOPING HELL DRAINED 50ILS
1. REFERENCE 15 MADE TO T14E FOLLOWING PLANS- W -,D
CY
USE I to 10 Minutes
TEST PIT LOCATION
A. PLAN SET TITLED OSTONINGTON ARCE5 - PHASE 11" PREPARED FOR, V) W G
SITE SLOPE @ 3.1 to A% HF
ATLAS PAVING COMPANY, INC., AL HARVEY ROAD t DAHLEY DRIVE, U0
V) N
1.5
PERC RATE I to 10 MINUTES/INCH PF 1.2
STONINGTON, CONNECTICUT JANUARY Iqq6, JOB No. q3 -8-3q BY c) Z 6 ,
SYSTEM DESIGN:
kj
3 BEDROOMS. 4% 5F eff REQUIRED
TOTAL TECHNOLOGY, INC. REVISED 4-2-%.
USING 45' HIDE LEACHING TRENCHES @ q' O.0 3.0 5F eff/LF .....
6715 SF/3.0 SF per LF - IG5 LF OF TRENCHES REQUIRED
2. THIS PLAN 15 A SUBSURFACE SEWAGE DISPOSAL SYSTEM PLAN. ALL
j
j 0Z n-ttZ
5 LF X 2 X 3.0 SF/LF = 30 SF eff
WORK SHALL COMPLY WITH THE CURRENT REQUIREMENTS OF THE Dt _j
11%
Z
CONNECTICUT PUBLIC HEALTH CODE, REGULATION5 AND TECHNICAL co
z
STANDARDS FOR SUBSURFACE 5EWAGE DISPOSAL SYSTEMS,
CL
DEPARTMENT OF PUBLIC HEALTH, STATE OF CONNECTICUT. vr zC0
ff)
N
3. ALL UTILITIES 544C"N ARE APPROXIMATE.CONTRACTOR(5) SHALL
L0
0
t -i LL
VERIFY ALL UTILITIES (LOCATION f ELEVATION) PRIOR TO ANY
CONSTRUCTION. CONTRACTOR a) SHALL NOTIFY "CALL BEFORE 0YOUDIG" AT 1-800-q22 -4455 AT LEASE A5 HOURS PRIOR TO ANT i
EXCAVATION.
4. ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL DA -rum (NGVD).
5. FOR EXACT HOUSE DIMENSIONS, SEE BUILDING PLANS.
6. A BENCHMARK SHALL BE ESTABLISHED OUTSIDE OF THE WORK AREA
PRIOR TO ANY CLEARING AND/OR CONSTRUCTION.
7. CONTRACTOR SHALL NOT DEVIATE FROM TH15 PLAN WITHOUT HRITTEN
APPROVAL OF THE ENGINEER. IF ANY CONDITION, AS SHOWN HEREON
VARIE5 OR 15 NOT AS DELINEATED, STOP WORK AND NOTIFY ENGINE R
AT ONCE.
91ma
IMILY15P
DESIGN IT RA:
EXISTING CONTOUR
PERCOLATION RATE:
PROPOSED CONTOUR
ORIGINAL PERC IN NATIVE SOIL- (USE P-1)
LINEAR FEET
DEPTH @ 30' - 6.7 min/ir-rch
FINISHED FLOOR
SLOPING HELL DRAINED 50ILS
INVERT
NEN DESIGN PERC RATE:
PERCOLATION TEST LOCATION
USE I to 10 Minutes
TEST PIT LOCATION
MLSS" REQUIRED:
POLYVINYL CHLORIDE PIPE
RESTRICTIVE LAYER @ 36' (MOTTLING TP #3)
TYPICAL
SITE SLOPE @ 3.1 to A% HF 30
3 BEDROOMS FF 1.5
PERC RATE I to 10 MINUTES/INCH PF 1.2
MLSS w HF X FF X PF 54.OLF
SYSTEM DESIGN:
kj
3 BEDROOMS. 4% 5F eff REQUIRED
LL
USING 45' HIDE LEACHING TRENCHES @ q' O.0 3.0 5F eff/LF .....
6715 SF/3.0 SF per LF - IG5 LF OF TRENCHES REQUIRED
V5E 2 R `15 of 80 LF of 450 HIDE LEACHING TRENCHES
50 LF X 2 X 3.0 SF/LF - 4W 5F eff
Z
5 LF X 2 X 3.0 SF/LF = 30 SF eff
510 5F eff
LEGEND AND ABBREVIATIONS
q1_01 O.C.
TYPICAL
A8"
APPROVEDA'PVC
FILTER
FABRIC
MIN 61 COVER
382.50 12'*
BOT 332. rj00
I" BROKEN MIN 15" to MOTTLING
STONE
MIN 48" to LEDGEROCK
T)' F 1 C A L CT I O C
LEAC 1N T EN04ES
NO SCALE
OC 1998 TOTAL rEciwitacy inc.
EXISTING CONTOUR
Ci2o— PROPOSED CONTOUR
LF LINEAR FEET
FF FINISHED FLOOR
INV INVERT
P-1
PERCOLATION TEST LOCATION
FRUI TEST PIT LOCATION
PVC POLYVINYL CHLORIDE PIPE
TYP TYPICAL
BOT BOTTOM OF TREND -1
q1_01 O.C.
TYPICAL
A8"
APPROVEDA'PVC
FILTER
FABRIC
MIN 61 COVER
382.50 12'*
BOT 332. rj00
I" BROKEN MIN 15" to MOTTLING
STONE
MIN 48" to LEDGEROCK
T)' F 1 C A L CT I O C
LEAC 1N T EN04ES
NO SCALE
OC 1998 TOTAL rEciwitacy inc.
These dra"s art th& property
of the Engineer and have been
speciFicalty prepared for the owner
of -this project. at tHs site, and
are not to be, irJxecoled or used
in part ov- vhde For any other
purpose, project. low--ation or owner
without the exprosspd written
LU
consent of the Engineer.
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