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SUBSURFACE INVESTIGATION:
PERFORMED BY JE ON 01[07/ 10
TEST PIT #7-1 (LOT # 15)
0 - 2" DARK TOPSOIL/DUFF
2 - 21" BROWN ANE SAND +d/ SOME SILT STONES TO 8"0
21 - 23" DARK FINE SAND WE SOME SILT (ORGANIC)
1.3 - 18 E3iZOWiti rIINL_ SAND WE ,IJPLE BILI (ROCKS)
78" BOFTOI`✓I OF HOLE (BOULDERS)
ROOT FRAC:ES TO 63"
TEST PIT #7-2 (LOT #16
0 - 11 "BFO'JVN SAND & SOME S=ILT
11 - 13" DARK FINE SAND & SHA (ORGANIC:)
10 - 84" BRO'Ai\l MEDIUM SAND & SOME SILT STONES F0 8"0
84" BOTTOM OF HOLE
ROOT TRACES TO 12"
TEST PIT #7-3 (LOT #17)
0
- 4
"DA.RK TOPSOIL/DUFF
TEST PIT
4
- 10"
BROWN FINE SAND
0
10
- 32"
DARK FINE SAND &
SILT (ORGANICS)
32 --
88"
BRO'hN! FINE -MEDIUM,
SAND W1 SOME SIS_ (STONES TO 6")
88
- 95"
GRAY COARSE SANG)
/ TRACE SIT
- 84" BROWN COARSE SAN'_
96"
EOFFOM 0'"r HOLE:
84
TEST PIT #7-5 (LOT #19
0 - 8 "DARK TOPSOIL/DUFF
8 - 43" BROWN ENE SAND & SOME SILT (STONE TO 10"0)
43 - 96" PRO`+^,` : COARSE SAND & SOME SIET (STOi I' S TO 8"'0)
96" BOTTOM OF "OLE
ROOT 1 -RACE TO 48"
TEST PIT #7-6
0 - 2 "DARK TOPSOIL/TUFF
2 -- 90" BROWN MEDIUM' SAND & SOME SILT
90" BOULDERS BOTTOM OF HOLE
ROOT TRA;ES TO 88"
12
TEST PIT
TEST_ P_I_T #7-4 (LOT- #18)
BROWN FIN.- SAND V,'/ SOME SILT
HOLE
0
2 "),ARK TOPSOIL/DUFF
"DARK TOPSOIL/DUFF
SAND JI/ SOME
2
- 56" BROWN FINE SAND &
SOME
SILT (STONES TO 8"0)
28
- 30"
DARK EINE SAND SILT
(ORGANIC)
56
- 84" BROWN COARSE SAN'_
& SOME
SILT (STONES TO 3"0)
84
-- 96" GRAY BROWN COARSE
SAND
TRACE SILT-
IL_196"
96"30IIOM OF HOLE
BROWN
SANDW/ SOME
SILT
ROOT TRACES TO 34°
RATE OF
0 MINUTES 47
TEST PIT #7-5 (LOT #19
0 - 8 "DARK TOPSOIL/DUFF
8 - 43" BROWN ENE SAND & SOME SILT (STONE TO 10"0)
43 - 96" PRO`+^,` : COARSE SAND & SOME SIET (STOi I' S TO 8"'0)
96" BOTTOM OF "OLE
ROOT 1 -RACE TO 48"
TEST PIT #7-6
0 - 2 "DARK TOPSOIL/TUFF
2 -- 90" BROWN MEDIUM' SAND & SOME SILT
90" BOULDERS BOTTOM OF HOLE
ROOT E3ACES TO 84"
TEST PIT #7-8
0 - 2 'DARK TOPSOIL/DUFF
2 32 BROWN FINE SAND & TRACE OF SILT
32 46" LIGHT BROWN/CRAY MEDIUM SAND
4L, - 96" FIGHT BROWN VERY FINE SAND W/ SOME SILT
96" BOTTOM OF HOLE
ROOT TRACES TO 72"
SUBSURFACE INVESTIGATION:
PERFORMED BY JE O -N 06 15 11
-- -- -- -- LL I
- -----
TEST PIT #15-1
0 1 " ORGANIC TOPSOIL/ LREST LITTER
1 - 14" BROWN MEIDIUDI, SAND WHH TRACE OF FINES
SOME COBBLES 4"0
14 - 36" GRADES TO DARK Mt-DIUM SAND SOME: FIN=S
SOME COBBLES (1"0)
ROOTS EXTEND BC OW 36"
NO MOTTLING OR NATER WAS OBSERVED
'PEST PIT #15-2
0 8" ORr3ANIC TOPSOIL/FOREST _ F ER
8 - 38" BROWN MEDiUf" SAND WITH TRACE OF FINES
CONSISTENT `IT THE D_PIh OF ZEST PIT.
38" LARGER ROOT
ROOTS EXT _ND BEL -0,A1 36"
NO MOTTl_''NG 04 WATER WAS OBSERVED
SUBSURFACE INVESTIGATION:
PERFORMED BY JE_ON O1J07/_l0
PERCOLATION TEST #7-1
I EST DEPI"I I: 21"
1EST 0: 8"
SOIL: VERY FINE MED BROWN SANDY LOAM
SG E3 UZ D PERCOLATION RATE OF 1 MINUTES 28 SECONDS.
PERCOLATION TEST #7-2
TEST DEPTH: 22"
TEST 0: 8"
SOI: VERY FIND BROWN SAND W/ TRACE: SILT
STABILIZED PERCOLATION RATE CP 0 MINUTES 46 SE-CONDS.
PERCOLATION TEST #7-3
TEST DEPTH: 25"
ROOT TRACES TO 75"
12
TEST PIT
#7-7
BROWN FIN.- SAND V,'/ SOME SILT
HOLE
0
2
"DARK TOPSOIL/DUFF
SAND JI/ SOME
2
28"
BROWN FINE -- VERY
FINE SAND W/ SOME SILT
28
- 30"
DARK EINE SAND SILT
(ORGANIC)
30 ---
96"
BRO\NIN FINE SAND &
SOME SILT
MIINUIES 22 ScCONDS.
96"
BOTTOM OF HOLE
REVISED PER BOARD COMMENTS
(NO CHANGES THIS SHEET(
ROOT E3ACES TO 84"
TEST PIT #7-8
0 - 2 'DARK TOPSOIL/DUFF
2 32 BROWN FINE SAND & TRACE OF SILT
32 46" LIGHT BROWN/CRAY MEDIUM SAND
4L, - 96" FIGHT BROWN VERY FINE SAND W/ SOME SILT
96" BOTTOM OF HOLE
ROOT TRACES TO 72"
SUBSURFACE INVESTIGATION:
PERFORMED BY JE O -N 06 15 11
-- -- -- -- LL I
- -----
TEST PIT #15-1
0 1 " ORGANIC TOPSOIL/ LREST LITTER
1 - 14" BROWN MEIDIUDI, SAND WHH TRACE OF FINES
SOME COBBLES 4"0
14 - 36" GRADES TO DARK Mt-DIUM SAND SOME: FIN=S
SOME COBBLES (1"0)
ROOTS EXTEND BC OW 36"
NO MOTTLING OR NATER WAS OBSERVED
'PEST PIT #15-2
0 8" ORr3ANIC TOPSOIL/FOREST _ F ER
8 - 38" BROWN MEDiUf" SAND WITH TRACE OF FINES
CONSISTENT `IT THE D_PIh OF ZEST PIT.
38" LARGER ROOT
ROOTS EXT _ND BEL -0,A1 36"
NO MOTTl_''NG 04 WATER WAS OBSERVED
SUBSURFACE INVESTIGATION:
PERFORMED BY JE_ON O1J07/_l0
PERCOLATION TEST #7-1
I EST DEPI"I I: 21"
1EST 0: 8"
SOIL: VERY FINE MED BROWN SANDY LOAM
SG E3 UZ D PERCOLATION RATE OF 1 MINUTES 28 SECONDS.
PERCOLATION TEST #7-2
TEST DEPTH: 22"
TEST 0: 8"
SOI: VERY FIND BROWN SAND W/ TRACE: SILT
STABILIZED PERCOLATION RATE CP 0 MINUTES 46 SE-CONDS.
PERCOLATION TEST #7-3
TEST DEPTH: 25"
DEPTH:
12
2 --
TEST 0: 8"
BROWN FIN.- SAND V,'/ SOME SILT
HOLE
` ZE:
SOIL: VERY FIN_ TO FINE
BROWN
SAND JI/ SOME
SILT
STABILIZED PERCOLATION
RATE OF
1 MNUTES 10
SECONDS.
PERCOLATION TEST #7-4
?R;;CES E0 79"
SIA -r ILI:,
E:D
TEST DEPTH: 26"
RALE
OF 11
MIINUIES 22 ScCONDS.
TEST 0: 8''
PERCOLATION TEST #22-7
REVISED PER BOARD COMMENTS
(NO CHANGES THIS SHEET(
SOIL: ''VE'RY FINE TO RNE
BROWN
SANDW/ SOME
SILT
STABILIZED PERCOLATION
RATE OF
0 MINUTES 47
SECONDS.
PERCOLATION TEST #7-5
TEST DEPTH: 24"
TEST 0: 8
SOIL: VERY FINE BROWN SAND W/ TRACE OF SILT
STABILIZED PERCOLATION RATE OF 1 MINUTES 34 SECONDS,
PERCOLAl'ION TEST #7-6
IISI 01 PIH: 1.6"
TEST 0: 8"
SOIL: BROWN FINE SAND & TRACE OF SILT
STABILIZED PERCOLATION RATE OF 1 MINUTES 23 SECONDS,
PERCOLATION TEST #7-7
TEST 00P01 28"
T E S -I. 0: 8"
So: BROWN FNE SAND W/ TRACE. OF SILT
STABILIZED PERCOLAnON RATE OF 2 MINUTE 18 SE(;ONDS,
PERCOLATION TEST #7-8
TEST DEPTH: 26"
TEST 0: 8"
SOIL: BRCNN FINE SAND W/ TPACE OF SILT
STABILIZED PERCOLATION RATE OF 1 MINUTES 00 SECONDS.
SUBSURFACE_ INVESTIGATION:
PERFORMED BY JE ON 06/15/ 11ZL
PERCOLATION TEST # 15-1
TEST
DEPTH:
12
2 --
22"
BROWN FIN.- SAND V,'/ SOME SILT
HOLE
` ZE:
12" .` QU AR.'L
79
- 84"
BROVJLI COARSE SAND
SOIL :
UGHT
BROWN SAND
WITH
ORGANICS
?R;;CES E0 79"
SIA -r ILI:,
E:D
PERC Ot.AnorJ
RALE
OF 11
MIINUIES 22 ScCONDS.
PERCOLNUION TEST # 15-2
PERCOLATION TEST #22-7
REVISED PER BOARD COMMENTS
(NO CHANGES THIS SHEET(
TES, I
DEPTH.
1 i
SI ;BIL IZED PERCOLAPOEN RATE
OF
I MINU EES 36
HOLE
SIZE.
12' SQUARE
TEST DEPTH: 12"
SOIL:
DARK
BROWN SAND
WITH
ORGANICS
STABILIZED PERCOLATION
STABILIZED
SOIL BROWN SAND N/ FINES
PERCOLATION
RATE
OF 14
MINUTES 10 SECONDS.
SUBSURFACE INVESTIGATION:
PERFORMED BY JE ON
01/22JI0
TEST PIT #22-1
0 - 2" DARr< TOPS01,_ DUFF
2 - 38" BROWN MEDIUM SAND W/ TRACE OF SILT ( IOfI_S TO 6")
38 - 56' BROWN FINE SAND & TRACE OF SILT
56 92 LICFIT BROWN/CRAY FINE SAND & TRF..,_ OF S.LT
2" BOTTOM OF HOLE
ROOT TRACES TO Fib"
TEST PIT #22-2
0
- 2"
DARK TOPSOIL/DUFF
2 --
22"
BROWN FIN.- SAND V,'/ SOME SILT
22 -
19"
BROWN VERY FINE SAND W/ TRACE OF SILT
79
- 84"
BROVJLI COARSE SAND
STABILIZED PERCOLATION RAZE
64"
BOTTOM OF HOLE
SECONDS.
ROOT
?R;;CES E0 79"
'PEST PIT #22-3
0
- 4"
DARK TOPSOIL
DUFF
4
- 48"
BROWN FINE
SAND W/ RACE OF S11
48
- 9C"
GRAY COARSE
SAND (GRAVEL)
STABILIZED PERCOLATION RAZE
90"
BOH -O vI OF HOLE
SECONDS.
PERCOLATION TEST 422-3
ROOT
"RACE -S 10
72„
TEST PI"T #22-4
D - 4" DARK OPSOl-/DUFF
4 - 81" BROWN RNE SAND & SOME sm
81" BOTTOM OF HOLE
ROOT TRACE TO 60"
WATER 1 68"
TEST PIT #22-5
0 - 4 "DARK TOPSOIL'DIUF
4 - 72" BROWN MEDIUM SAND TRACE OF SILT
72 - 74" GRAY SILT W/ VERY FINE SAND
74" ROCKS BOTTOM OF HOLE
ROOT TRACES TO 55"
MOTTLED CQQ, 72"
TEST PIT #22-6
0 - 4" DARK OPSOIL./DUFF
4 -- 72" BROWN COARSE SAND W/ TRACE OF SILT & ROCKS TO 12"
72" BO' IOP✓( 01 HOLE
SUBSURFACE INVESTIGATION:
PERFORMED BYJE ON 01[22/ 10
PERCOLATION TEST #22-1
TEST DEPTH: IAT
TEST 0: 10"
SON,_' BROWN SAND W `.�iONES
.IlhcslL.!ZLU PERCOLATION RATE OF 3 ii111JJIC_S 15 SECONDS.
PERCOLATION TEST #22-2
TESL DEPTH: 20"
"DOCUMENTS PROVIDED IN
PURPOSE, NOR INCORPORATED
CONSTRUOTION" MAY BE
03/24/14
SUPPORT OF
IN ANY SUBSEQUENT
USED FOR SAME.
/ ``
THIS DESIGN MAY BE USED ONLY FOR TIM USE SPECIFIED IN'PHE "ISSUE/REVISION" BLOCI{ BELOW. THEY MAY NOTBE USED FOR ANY OTHER
DESIGN WORE, IVITHOUTTHE WRI"T"TEN CONSENT OF JARRETT ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS' ISSUED FOR
USER SHALL HOLD JARRETT ENGINEERS, PLEAD HARMLESS AND DEFEND JARRETT ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
ISSUED PLAT
(NO CHANOGES THISILING SH E& CONSTRUCTION
TES 0: 8"
TEST DEPTH: 12"
/(�
FINAL PLAT & NYSDOH PERMITTING)
NO CHANGES THIS SHEET)
SOIL: BROWN FINE/DIEDIUp,I .`AND
11/15/11
W/ SOPAE COBBLES
REVISED PER TIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW
NO CHANGES THIS SHEET)
STABILIZED PERCOLATION RAZE
OF
1 fNINUTES 50
SECONDS.
PERCOLATION TEST 422-3
i\
1"-6")
TEST DEPTH: 14"
RALE
OF 3
M NUTF_S
TEST 0: 8"
PERCOLATION TEST #22-7
REVISED PER BOARD COMMENTS
(NO CHANGES THIS SHEET(
SOIL BR,01VN SAND W/ SMALL I
I_.S
COBBLES
- TEST DEPTH. 14"
SI ;BIL IZED PERCOLAPOEN RATE
OF
I MINU EES 36
SECONDS.
PERCOLATION TEST #22-4
TEST DEPTH: 12"
SOIL: DARK BROWN FINE
SAND
W/
TE S I 0: 8"
SILT
STABILIZED PERCOLATION
RATE
SOIL BROWN SAND N/ FINES
On
SMALL STONES LESS
THAN 1"
STABILIZED PERCOLATION RATE
OF
10 MINUTES 31
SECONDS.
PERCOLATION TEST #22-5
TEST DEPTH: 14"
TEST 0: 8
SOIL MEDIUM COARSE SAND l// TRACE OF SII -1
STABILIZED PERCOLATION RATE OF 8 MINUTES 04 SECONDS.
PERCOLATION TEST #22-6
"DOCUMENTS PROVIDED IN
PURPOSE, NOR INCORPORATED
CONSTRUOTION" MAY BE
03/24/14
SUPPORT OF
IN ANY SUBSEQUENT
USED FOR SAME.
/ ``
THIS DESIGN MAY BE USED ONLY FOR TIM USE SPECIFIED IN'PHE "ISSUE/REVISION" BLOCI{ BELOW. THEY MAY NOTBE USED FOR ANY OTHER
DESIGN WORE, IVITHOUTTHE WRI"T"TEN CONSENT OF JARRETT ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS' ISSUED FOR
USER SHALL HOLD JARRETT ENGINEERS, PLEAD HARMLESS AND DEFEND JARRETT ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
ISSUED PLAT
(NO CHANOGES THISILING SH E& CONSTRUCTION
TEST DEPTH: 12"
/(�
FINAL PLAT & NYSDOH PERMITTING)
NO CHANGES THIS SHEET)
11/15/11
TEST 0: 9"
REVISED PER TIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW
NO CHANGES THIS SHEET)
09/29/11
LST
SOIL FINE SAND WITH SILT
(STONES
i\
1"-6")
S ABH_IZED PERCOLATION
RALE
OF 3
M NUTF_S
13 SECOINDE.
PERCOLATION TEST #22-7
REVISED PER BOARD COMMENTS
(NO CHANGES THIS SHEET(
- TEST DEPTH. 14"
TEST 0: 8"
SOIL: DARK BROWN FINE
SAND
W/
TRACE OF
SILT
STABILIZED PERCOLATION
RATE
OF 1
(MINUTES
23 SECONDS.
PERCOLATION TEST #22-8 O 7-1
ITS, DEPTH: 12
Sr
SOIL MEDIUM `- S[ONES
�. r,.� _ AND !•�/ SOME 1' o r, �_r �,,-,-.
SI/ABII-IZED PLRCOLAIION KATE Or 2 MINUIL.r JT SECONDS.
PERCOLATION TEST 022-9 a 7-2
ROOT TRACES TO 60" TEST DEPTH: 'I4"
TEST 0: 8"
'Z'ES'T PIT #22-7 SOIL.: MEDIUM SAND IN I" '„ I OINES
0 - PARK TOPSC _/DUFF STAPILIZED PERCOLATION RATE OF 1 MINUTES 23 SE ONUS.
4 - 44" BROWN MEDIUM SAND W/ FRACE OF SIET (STONES TO 8")
44 - 89" BR04VNI MEDIUM SAND W1 TRACE OF SILT PERCOLATION TEST #22-10 a 7-4
89" BOT"FOM OF HOLE TEST DEPTH: 14"
FEST 0: 8"
ROOT TRACES TO 72'' SOIL II.DIUP,./C OARSF SAND
STABII IZED PERCOLATION RATE OF 1 MINUTE 29 SECONDS.
E)UE'D FOR CONS "N
S TRUCTIU
08/16/10 F` REVISED PER TOWN ENGINEER/STAFF COMMENTS & NEW ZONING REQUIREMENTS
(NO CHANGES THIS SHEET
03/15/10 SUBMITTED FOR PRELIMINARY SUBDIVISION REVIEW AND AREA VARIANCES
(NEW SHEET)
10/08/09 /D\ SKETCH PLAN REVIEW (PLANNING BOARD & ZONING BOARD)
(THIS SHEET NOT SUBMITTED)
04/15/09 G' SKETCH PLAN REVIEW (PLANNING BOARD & ZONING BOARD)
(THIS SHEET NOT SUBMITTED)
02/13/09 (THIS SHEET NOT SUBMITTED
11/17/08 iq,� SUBMITTED FOR PLANNING BOARD DISCUSSION
(THIS SHEET NOT SUBMITTED) _
DATE REV # ISSUED / REVISIONS
H. THOMAS JARRETT
P.E. # 57509
COPYRIGHT 0 2014
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED TRUE
AND VALID
ALTERATION OF THIS DOCUMENTEXCEPT
BYA LICENSED ENGINEER IS UNLAWFUL.
SUBSURFACE INFORMATION INFO
RESIDENTIAL SUBDIVISION
SICARD PROPERTIES
GLEN LAKE ROAD
TOWN OF QUEENSBURY, NEW YORK
JARREWL .Engineers, PLLL,C
Civil & Environmental Engineering
12 EAST WASHINGTON STREET PHONE: (518) 792-2907
GLENS FALLS, N.Y. FAX: (518) 798-1864
MARCH 2014 PRO # 07-008 SHEET: 15 OF 25
BASESHEET: 22 X 34 PLOTTED/ REVISED:03/24/14 10:00 AM
"DOCUMENTS PROVIDED IN
PURPOSE, NOR INCORPORATED
CONSTRUOTION" MAY BE
03/24/14
SUPPORT OF
IN ANY SUBSEQUENT
USED FOR SAME.
/ ``
THIS DESIGN MAY BE USED ONLY FOR TIM USE SPECIFIED IN'PHE "ISSUE/REVISION" BLOCI{ BELOW. THEY MAY NOTBE USED FOR ANY OTHER
DESIGN WORE, IVITHOUTTHE WRI"T"TEN CONSENT OF JARRETT ENGINEERS, PLLC. ONLY DOCUMENTS LABELED AS' ISSUED FOR
USER SHALL HOLD JARRETT ENGINEERS, PLEAD HARMLESS AND DEFEND JARRETT ENGINEERS, PLLC FROM ANY UNAUTHORIZED USE."
ISSUED PLAT
(NO CHANOGES THISILING SH E& CONSTRUCTION
06/06/13
/(�
FINAL PLAT & NYSDOH PERMITTING)
NO CHANGES THIS SHEET)
11/15/11
h
REVISED PER TIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW
NO CHANGES THIS SHEET)
09/29/11
LST
REVISED PER TIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW
(NO CHANGES THIS SHEET}
08/22/11
i\
REVISED PER TIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW
(ADDED TEST PITS AND PERCOLATION TESTS)
03/23/11
REVISED PER TIDE COMMENTS RE -SUBMITTED FOR SUBDIVISION REVIEW
(NO CHANGES THIS SHEET)
10/14/10
T
REVISED PER BOARD COMMENTS
(NO CHANGES THIS SHEET(
08/16/10 F` REVISED PER TOWN ENGINEER/STAFF COMMENTS & NEW ZONING REQUIREMENTS
(NO CHANGES THIS SHEET
03/15/10 SUBMITTED FOR PRELIMINARY SUBDIVISION REVIEW AND AREA VARIANCES
(NEW SHEET)
10/08/09 /D\ SKETCH PLAN REVIEW (PLANNING BOARD & ZONING BOARD)
(THIS SHEET NOT SUBMITTED)
04/15/09 G' SKETCH PLAN REVIEW (PLANNING BOARD & ZONING BOARD)
(THIS SHEET NOT SUBMITTED)
02/13/09 (THIS SHEET NOT SUBMITTED
11/17/08 iq,� SUBMITTED FOR PLANNING BOARD DISCUSSION
(THIS SHEET NOT SUBMITTED) _
DATE REV # ISSUED / REVISIONS
H. THOMAS JARRETT
P.E. # 57509
COPYRIGHT 0 2014
ONLY COPIES OF THIS DRAWING WITH A
BLUE SEAL SHALL BE CONSIDERED TRUE
AND VALID
ALTERATION OF THIS DOCUMENTEXCEPT
BYA LICENSED ENGINEER IS UNLAWFUL.
SUBSURFACE INFORMATION INFO
RESIDENTIAL SUBDIVISION
SICARD PROPERTIES
GLEN LAKE ROAD
TOWN OF QUEENSBURY, NEW YORK
JARREWL .Engineers, PLLL,C
Civil & Environmental Engineering
12 EAST WASHINGTON STREET PHONE: (518) 792-2907
GLENS FALLS, N.Y. FAX: (518) 798-1864
MARCH 2014 PRO # 07-008 SHEET: 15 OF 25
BASESHEET: 22 X 34 PLOTTED/ REVISED:03/24/14 10:00 AM