HomeMy WebLinkAboutAs-BuiltDEEP T PIT AND PE COI ON TEST RESULTS
PITS DUG ON 2-17-49 c-f WITNESSED BY
AL COSSELIN OF THE i ;EALTH DISTRICT
TP #1
0" 10" TOPSOIL
10" 30" TAN MEDIUM SILTY SAND
30" 83" CLEAN MEDIUM SAND
83" 110" BROWN MEDIUM SILTY SAND
NO LEI S, NO GROUNDWATER, POSSIBLE MOTTLING AT 82"
TP #2
0" 10" TOPSOIL
10" 30" TAN FINE SILTY SAN!')
301, 48" GREY FINE SUTY SAND
48" 971, MEDIUM SAND AND GRA;,4L
NO LEDGE, NO GROUNDWATER, NO MOTTLING
TP #3
Oil 9" TOPSOIL
9 36" TAN J_* T NE SIL`; SANDL
36" 100" FINE—MEDIUM GREY '-wL.TY SAND
NO LEDGE, NO GROUNDWAT-L4,, NO MC)Tl',.,ING
TP #4
Oil — 7" TOPSOIL
7" - 29" TAN FINE SILTY SAND
29" — 93" FIRM GREY MEDIUM SILTY SAND
NO LEDGE, NO GROUNDWATER, NO MOTTLING
TP #5
Olt — 8" TOPSOIL
8" — 28" TAN SILTY SAND
28" — 100" GREY FINE—MEDIUM SILTY SAND
NO LEDGE, NO GROUNDWATER, NO MOTTLING
TP #6
0" — 10" TOPSOIL
10" — 42" TAN FINE SILTY SAND
421, — 841, GREY FINE SILTY SAND
NO LEDGE, NO GROUNDWATER, MOTTLING AT 60"
TP #7
0" — 12" TOPSOIL
12" — 36" TAN FINE SILTY SAND
36" — 90" COMPACT GREY SANDY GRAVEL
NO LEDGE, NO GROUNDWATER, PERCHED MOTTLING AT 36"
P-1
PERCOLATION RATE AT 42" DEPTH — 4.0 MINUTES/INCH
LEACHING TRENCHE5
12' ON CENTER
LOAM ( SEED - GRADE
TO PREVENT PONDING
EXISTIIVG 36
GRADE APPROVED BACKFILL
UNTREA7ED
MIN) BUILDIMG PAPER
09 EQUAL
4" PERFORATED PVC
SIZE STONE PIPE (HOLES DOW")
O
0 12• 10
0
CI(
MIN) 0 0
0
47 0
00
J
18" MIIVIAAUA.4 +
TO &9OU4_)WATER 48 MINIMUM
OR MOTTLING 70 LEDGE
TYP/CAL LEACHING T)?ENr_;-ll CROSS SECTION
NOT TO SCAL E
SANQ\RY DESIGN CRITERIA
PROPOf:;,D 4 BEDROOM HOUSE
DESIGN' Pl ' RGOLATION RATE 5.1 - 10 MINUTES/INCHLEACHINGAREAREQUIRED660SFEFFECTIVE
DESIGN 1,250 GALLON SEPTIC TANK AND ROWS OF 1-17 LF AND 103 Ll. TOTALING 220 LF) OF 3' WIDE, 18" HIGH LEACHING TRENCHESBYSERIALDISTRIBUTION
LEACHING AREA PROVIDED: 220 LF X 3 SF/LF — 660 SF EFFFurivi.: 100% RlSFRVEl AREA PROVIDED
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20 10 0 20 40 (90
GKAPWIC- SCOL. -E- IN FE -E -r
C H E_ C K_ V E_ F0 P_ E_ 0:51 Al 0=,
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E_ A 15r. r F, F E T L INE_
L REFERENCE IS MADE TO A PLAN TITLED "PHASE I LOTS I THRU 15 & LOT 27
GREYSTQNE ESTATES SUBDIVISION PROPERTY OF GREYSTONE ASSOCIATES
OLD COLCHESTER ROAD & MOXLEY ROAD, MONTVILLE, CONNECTICUT"
SCALE I"-100' SEPT 29, 1987 SHEET 2 OF 14 REVISED TO 12-18-87
PREPARED BY DICESARE-BENTLEY ENGINEERS INC.
7. BOUNDARY INFORMATION AND ADJOINERS TAKEN FROM PLAN REFERENCED IN NOTE #1..
3. ELEVATIONS BASED ON ASSUMED DATUM.
i. SEE BUILDING PLANS FOR EXACT HOUSE DIMENSIONS,
APPROXIMATE WELL LOCATION ON THE NIF VEAL PROPERTY WAS SHOWN TO TOTAL
TECHNOLOGY, INC. BY THE OWNER'S DAUGHTER ON 2-18-89.
THE FINISHED GRADE 15' AWAY FROM ALL LEACHING TRENCHES SHALL BE AT
LEAST THE SAME ELEVATION AS THE TOP OF THAT LEACHING TRENCH.
7. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND SUBJECT TO FIELD
VERIFICATION.
3. NOTIFY "CALL BEFORE YOU DIG" AT 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO
EXCAVATION, COORDINATE CONNECTIONS WITH UTILITY COMPANIES.
THERE ARE NO EXISTING SEPTIC SYSTEMS WITHIN 75' OF THE PROPOSED WELL
FOR THIS SITE.
3. THE PROPOSED TREE WEll, WILI, BF THE PTACKMENT OF STONES AROUND THE EXISTING;
T Al" P' OF I'l OF F11.1, MAI IAL OUTSIDE
II T 11E AREA OF THE 36 `=A
ELEV 91.5-0 SHALL NOT
L E G- E N- 1)
X
Q4
I
20 10 0 20 40 (90
GKAPWIC- SCOL. -E- IN FE -E -r
C H E_ C K_ V E_ F0 P_ E_ 0:51 Al 0=,
N
I r 0E_ L K_ A ' L_
ARPF2,0XtAATE_
0J F I L
Z E.*Y!bTOA E. A iAT 1`
E_ A 15r. r F, F E T L INE_
L REFERENCE IS MADE TO A PLAN TITLED "PHASE I LOTS I THRU 15 & LOT 27
GREYSTQNE ESTATES SUBDIVISION PROPERTY OF GREYSTONE ASSOCIATES
OLD COLCHESTER ROAD & MOXLEY ROAD, MONTVILLE, CONNECTICUT"
SCALE I"-100' SEPT 29, 1987 SHEET 2 OF 14 REVISED TO 12-18-87
PREPARED BY DICESARE-BENTLEY ENGINEERS INC.
7. BOUNDARY INFORMATION AND ADJOINERS TAKEN FROM PLAN REFERENCED IN NOTE #1..
3. ELEVATIONS BASED ON ASSUMED DATUM.
i. SEE BUILDING PLANS FOR EXACT HOUSE DIMENSIONS,
APPROXIMATE WELL LOCATION ON THE NIF VEAL PROPERTY WAS SHOWN TO TOTAL
TECHNOLOGY, INC. BY THE OWNER'S DAUGHTER ON 2-18-89.
THE FINISHED GRADE 15' AWAY FROM ALL LEACHING TRENCHES SHALL BE AT
LEAST THE SAME ELEVATION AS THE TOP OF THAT LEACHING TRENCH.
7. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND SUBJECT TO FIELD
VERIFICATION.
3. NOTIFY "CALL BEFORE YOU DIG" AT 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO
EXCAVATION, COORDINATE CONNECTIONS WITH UTILITY COMPANIES.
THERE ARE NO EXISTING SEPTIC SYSTEMS WITHIN 75' OF THE PROPOSED WELL
FOR THIS SITE.
3. THE PROPOSED TREE WEll, WILI, BF THE PTACKMENT OF STONES AROUND THE EXISTING;
T Al" P' OF I'l OF F11.1, MAI IAL OUTSIDE
II T 11E AREA OF THE 36 `=A
ELEV 91.5-0 SHALL NOT
L E G- E N- 1)
EXISTING CONTOUR
Q4
PROPOSED CONTOUR
0
DEEP TEST PIT LOCATION
PERCOLATION TEST LOCATION
BIT. BITUMINOUS
BSMT. BASEMENT
CB. CATCH BASIN
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GI.P CAST IRON PIPE
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0
ELEV ELEVATION
EXIST. EXISTING
FF FINISH FLOOR
INV INVERT
IP IRON PIPE
MIN MINIMUM
MON MONUMENT
NIF NOW OR FORMERLY
PVC. POLYVINYL CHLORIDE PIPE
R_C.P REINFORCED CONCRETE PIPE
S SLOPE
TF TOP OF FRAME
I HEREBY CERFIFY TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF,
THAT THIS MA AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A
I
CLASS P SU VEY AS DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACY
OF SURVEYS A D MAPS, ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE CONNECTICUT
ASSOCIATION 6F LAND SURVEYORS, INC.
0 0
SURVEYOR DATE LICENSE NO.
OC 1986 TOTAL TECHNOLOGY INC_
These ciriwings are the property
of the Engineer and have been
spectficim(ty prepared for -the owner,
of this project, at this site, and
are not to be duplicated or used
in part or whole for any other
purpose, project, tocation or owner
without the express written consent
of the Engineer.
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OC 1986 TOTAL TECHNOLOGY INC_
These ciriwings are the property
of the Engineer and have been
spectficim(ty prepared for -the owner,
of this project, at this site, and
are not to be duplicated or used
in part or whole for any other
purpose, project, tocation or owner
without the express written consent
of the Engineer.
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JOB NO,
88-12-15E,
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