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y,TEST HOLE LO
UUL i Sheet 1 of 2
rig ineering 1821 Broadway Street Date 3/10/09
Charlottesville, VA 22902
est irig , Inc.Logged by; SPG
Project: Rio Road Apartment Complex Hole:1 Depth: 36.0 tt
Location: See Bonny Plan Surface Elev:
GROUND WATER DATA Dry at completion
Elevation Depth Sampling Data0.0 Material Description Sample From To Blows Rec.
0.3 Topsoil
Brown mica sandy silt (ML)
Fill
2.0
Red -brown mica sandy silt (ML)
Fill
4.5 -
5.0 SS 1 -1 4.5 5.0 3
5.0 5.5 5
5.5 6.0 6
10.0 SS 1 -2 9.5 10.0 3
10.0 10.5 6
10.5 11.0 7
15.0 SS 1-3 14.5 15.0 2
Brown mica sandy silt (ML)15.0 15.5 4
Fill 15.5 16.0 5
SS 1 -4 17.0 17.5 5
17.5 18.0 6
I8.0 18.5 9
20.0 SS 1 -5 19.5 20.0 3
20.0 20.5 4
20.5 21.0 4
SS 1 -6 22.0 22.5 4
22.5 23.0 6
210 23.5 6
25.0 SS 1 -7 24.5 25.0 3
25.0 25.5 6
26.0 25.5 26.0 5
Topsoil
27.0
Red -bmwn clayey silt with SS 1 -8 27.0 27.5 6
angular graphite schist fragments (ML)27.5 28.0 7
Colluvial 28.0 28.5 11
29.0 Continued on Sheer 2 )
TEST HOLE LOG
q4)01 C fl Sheet 2 of 2
ngineering 1821 Broadway Street Date 3/10/09
Charlottesville, VA 22902
esting, Inc.Logged by: SPc
Project: Rio Road Apartment Complex Hole:1 Depth: 36.0 ft
Location: Sec Boring Plan Surface Elev:
ROUNI) WATER DATA:Dry at completion
Elevation Depth Sampling Data
Material Description Sample From To Blows Rec.
29.0 Continued from Sheet 1)
Red -brown clayey silt with
30.0 angular graphite schist fragments (ML)SS 1-9 29.5 30.0 6
Colluvial 30.0 30.5 4
31.0 30.5 31.0 8
SS 1 -10 32.0 32.5 3
Red mica clayey silt (ML)32.5 33 0 4 —
Residual 33.0 33,5 7
35.0 SS 1 -11 34.5 35.0 5
35.0 35.5 6
36.0 Hole terminated at 36.0 ft 35.5 36.0 8
40.0
45.0
50.0
54.0
TEST HOLE LOG
UUC/i Sheet 1 of
ngineering 1821 Broadway Street Date 3/5/09
1 Charlottesville, VA 22902
est irtg, Inc.Logged by: SPG
Project: Rio Road Apartment Complex Hole:2 Depth: 10.0 it
Location: See Boring Plan Surface Elev:
GROUND WATER DATA:Dry at completion
Elevation Depth Sampling Data
0.0 Material Description Sample From To Blows Rec.
0.5 Topsoil
5.0 Yellow -brown mica sandy silt (ML)
Ftll
10.0 Hole temtinated at 10.0 11 with
hand auger refusal on cobble in fill
Note: Hole dug with hand augers
15.0
20.0
25.0
29.0
TESL' HOLE LOC
977 ,h Sheet 1 of
gneering 1821 Broadway Street Date 3/5/09
Charlottesville, VA 22902
esting, .fn C.Logged by: SPG
Project: Rio Road Apartment Complex Hole:3 Depth: 8.0 ft
Location See Boring Plan Surface Elev:
GROUND WATER DATA:Dry at completion
Elevation Depth Sampling Data
0.0 Material Description Sample From To Blows Rec.
Yellow -brown mica silty fine sand (SM)
Fill
5.0
6.0
Red mica clayey silt (MH)
Residual
8.0 Hole terminated at 8.0 ft
10.0 Note: Hole dug with hand augers
15.0
20.0
25.0
29.0
1 1, /1
ikk44 ki i / i 7)2
NAD 83 BENCHM/.4/
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I I /1 ,
1
I I+'PROPOSED SWM ARE
N j i TOTAL AREA =5.38
ON-- SITE =4.59 ACAACOFF -SITE 0.79 AC
TOTAL IMPERVIOUS ,3 ON- :1 e I SITE =2.51 ACIt°A `r **
1
a
o OFF- SITE =0.23 AC
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TIAL TI- FAMILY
I jJ 1544, P . 6
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Scale 1"=50'Test Boring
1 Boring Planii /
U ti,Critical Slopes
fir Rio Road Apartment Complex
Albemarle County, Virginia
7 i Gooch Engineering & Testing, Inc.
l 1
MATCHLlNE -SEE THIS SHEET 1821 Broadway Street
mi, Charlottesville, Virginia 22902 as= row/
TF.ST HOLE LOG
DOChh.Sheet 1 of
rig 1 rteerzng 1 82 1 Broadway Street Date 4 /20/06
Charlottesville, VA 22902
estirtg, In C-Logged by: SPG
Project: Wollie's Tract Hole:7 Depth: 21.0 0
Location: See Boring Plan Surface Del':
GROUND WATER DATA Dry at completion
Elevation Depth Sampling Data
0.0 Material Description Sample From To Blows Rec.
0.5 Topsoil
SS 7 -1 1.0 1.5 4
1.5 2.0 4
2.0 2.5 5
SS 7 -2 2.5 3.0 3
3,0 3.5 4
3.5 4.0 6
SS 7 -3 4.5 5.0 3,
5.0 5.0 5.5 4
Brown mica sandy sib (NIL)5.5 6.0 4
and red clayey silt (ML)SS 7 -4 6.0 6.5 2
Fill 6.5 7.0 2
7.0 7.5 2
SS 7 -5 7.5 8.0 2
8.0 8.5
8.5 9.0
SS 7-6 9.5 10.0 5
10.0 10.0 10.5 5
10.5 11.0 3
11.0
Red clayey silt (MH)SS 7 -7 12.5 13.0 6
Residual 13.0 13.5 5
13.5 14.0 5
14.0
SS 7 -S 14.5 1 13
15.0 15.0 15.5 10
15.5 16.0 16
Rcd - brown mica sandy silt (ML)SS 7 -9 17.5 18.0 8
1S.0 IS.5 12
18.5 19.0 13
SS 7 -10 19.5 20.0 S
20.0 20.0 20.5 10
20.5 21.0 14
21,0 Hole terminated at 21 0 0
25.0
250
TEST HOLE LOG
C4ioch,Sheet 1 of 1
7 ing 1821 Broadway Street Date 4/20/06
Charlottesville, VA 22902
esting, inc.Logged by: SPG
Project: Wollie's Tract Hole:8 Dcplh. 26.0 ft
Location. Sec 13oring Plan Surface Llev:
GROUND) WATER DATA Dry at completion
Elevation Depth Sampling Data
0.0 Material Description Sample From 10 Blows Rec.
0.5 Topsoil
SS 8 -I 2.5 3.0 3
3.0 3.5 3
3.5 4.0 4
Brown mica sandy si,t (M L)
Fill SS 8 -2 4.5 5.0 4
5.0 5.0 5.5 5
5.5 6.0 6
7.5 SS 8 -3 7.5 8.0 3
8.0 8.5 4
S.5 9.0 5
SS 8 -4 9.5 10.0 2
100 10.0 10.5 4
10.5 11.0 4
Red mica clayey silt (ML)
Fill
SS 8 -5 12.5 13.0 3
13.0 13.5 3
13.5 14.0 3
SS S -6 1-1.5 15.0 3
15.0 13.0 15.5 4
15,5 16.0 4
Brown -gray silt with
graphite schist fragments (ML)SS 8 -7 17.5 18.0 3
Fill IS.0 18.5 6
18.5 19.0 I I
SS 8 -8 19.5 20.0 4
20.0 20.0 20.5 6
20.5 Topsoil 20.5 21.0 11
Rcd clayey silt (iSIH)
Residual
23 5
Brou,n rnica silly sand (SM)SS 8 -9 24.5 25.0 10
2J.0 25.0 25.5 14
25.5 26.0 19
26 Hole terminated at 26.0 ft
29.0
TEST HOLE LOGq_ DCJi Sheet I of 1
7 7 rneer 1821 Broadway Street Date 4/20/06
Charlottesville, VA 22902
e t inb , .Inc.Logged by: SPG
Projccl' Vollic's Tract Hole:9 Depth: 26.0 ft
Location: See Horinp Plan Surface Elev.
GROUND WATER DATA Dry at completion
Elevation Depth Sampling_ Data0,0 Material Description Sample From To Blows Rec.
0.5 Topsoil
Brown mica silty said (SM)
Fill SS 9 -1 2.5 3,0 4
3.0 3.5 6
3.5 4.0 6
4.0
SS 9 -2 4.5 5.0 4
5 . 0 5.0 5.5 6
5.5 6.0 6
Brown mica silty sand (SM)SS 0 -3 7.5 8.0 3
and red mica clayey silt (ML)8.0 8.5 3
Fill 8.5 9.0 3
SS 9 -4 9.5 10.0 3
10.0 10.0 10.5 3
10.5 11.0 3
120
SS 9 -5 12.5 13.0 4
13.0 13.5 5
13.5 14.0 5
Brown nuca sandy silt SS 9 -6 1-1.5 15.0 4
15.0 with graphite schist fragments (ML)15.0 15.5 5
Fill 15.5 16.0 5
SS 9 -7 17.5 18.0 2
I8.0 18.0 18.5 3
18.5 19.0 3
Brown mica silt (ML)
Fill SS 9-8 19.5 20.0 2
20.0 20.0 20.5 4
20.5 20.5 21.0 5
SS 9 -9 22.5 23.0 3
Red clayey silt ( \IH)23.0 23.5 6
Residual 23,5 24.0 10
SS 9-10 24.5 25 0 4
25.0 25.0 25.5 7
25.5 26.0 10
26 0 Hole terminated at 26.0 0
29.0
litylli* . '. ,z / : .../ 0 , ,, %.
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c.-.ys Scale 1 " -100 0- Test B orng
Boring Plan
Holes, -9
Tax Map 61 -124 (Wolfie's Tract)
Albemarle County, Virginia
y`Gooch Engineering & Testing, Inc.
1821 Broadway Street
Charlottesville, Virginia 22902
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E/56.7/560
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LEGEND
X/Y /Z —LOS /Delay(s) /Queue(ft)
Existing Traffic Signal
PROPOSED DEVELOPMENT
Unsignalized Intersection ALBEMARLE COUNTY; VIRGINIA
Existing Roadway EXISTING (2009)
PM PEAK HOUR ANALYSIS
Proposed Entrance SCALE. Not 10 Scale Figure 8
18
00 ZU \5 "`) / AR :03 1-
A /0.2/0
1 g- C/29.6/361
F/147.9/386 = Z ,5rmt.)
US ROUTE 29
D/51.7/105 j tt
E!66.31625
A/0.1/0 -3 SM`hl
oo 0o 6 Q
N rn M U-
rn
v v D/39.1/69
f D/45.6/156 ALBEMARLE SQUARE
1
D/42.3/134 -?tt 1
D/37.4/49 r-1
D/36.7/40 - 4
N O
N . --
UU U
I
Q PROPOSED
SITE
O O
I
M W
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4- C/17.3/36
1
I t 439.9/13 T 3 Mks
C)
tt r"PUTT PUTT PLACE
o 0
co 0
LEGEND
X/Y /Z -LOS /Delay(s) /Queue(ft)
Existing Traffic Signal PROPOSED DEVELOPMENT
4 Unsignalized Intersection ALBEMARLE COUNTY, VIRGINIA
BACKGROUND (2015)
Existing Roadway PM PEAK HOUR ANALYSIS
Proposed Entrance
SCALE to Scale Figure 11
25
Ic ii00 - NZO \S W R.C7 N A4-
I/4F-
C129.6/361
QQw f
W.1..- fF/165.2/404 z k...
D/51.7/105 t US ROUTE 29
IE/66.3/625 kn °, 00
A/0.2/0
d
o r
x
N I M3J
N fi'oo QQ
I
O4 O
N
1:1 U C " ) , 1A— D/39.8/69
4 f D/46.4/156 ALBEMARLE SQUARE
I D/43.0/134-4 tt
D/38.1/49 0-
tD/37.4/40 N
N O
Nr-+ N
1
ici PROPOSED
SITE
tn
M ti
O Nt .....
v C/18.9/49
j1 l •- f F/1177.1/213 =l mw I
E tt r -PUTT PUTT PLACE
0
0 0
0 0
I LEGEND
1 X/Y /Z +-LOS/Delay(s) /Queue(ft)
Existing Traffic Signal
I PROPOSED DEVELOPMENT
Unsignalized Intersection ALBEMARLE COUNTY, VIRGINIA
I Existing Roadway COMBINED (2015) ACCESS PLAN #1
PM PEAK HOUR ANALYSIS
Proposed Entrance SCALE: Not to Scale Figure 19
38
I
00 CT AN ?LArC_
A /0.2/0rt ll Le00- -fie- j6l`A R, CL 3NEc.T
E C/29.6/361
Q f F/1 1.S M M A
1
D/51.7/105 I I tt , (4.- US ROUTE 29
E/66.3/625 ti 7
A/0.2/0
Irr 0 "c wN
O kn
01ooM
N N
v v D/40.9/72
f D /50.6 /190 ALBEMARLE SQUARE
D/48.1/135-7 tt
D /41.8/50 — 00 kn 71-
D/40.8/40 N
N cr N
UUU
PROPOSED
o SITE
r+
U C/18.0/41
F/313.2/77 5, Z MAN
tt r PUTT PUTT PLACE
0 0
0 0
0 0
LEGEND
X/Y /Z —-LOS /Delay(s) /Queue(ft)
Existing Traffic Signal
PROPOSED DEVELOPMENT
Unsignalized Intersection ALBEMARLE COUNTY, VIRGINIA
Existing Roadway COMBINED (2015) ACCESS PLAN #2
PM PEAK HOUR ANALYSIS
Proposed Entrance SCALE. Not to Scale Figure 24
45