High Hampton Golf Maintenance and Back of House - Supplemental Geotechnical Information

107
DRAWN: JRH DATE: 1-25-19 IM I BUNNELL FIGURE
M LAMMONS BORING LOCATION PLAN
CHECKED: SCALE: 1"=250' 0 ENGINEERING HIGH HAMPTON WASTEWATER TREATMENT PLANT
130 Oval Rood, Ste 2001 Arden, NO 28704 CASHIERS, NORTH CAROLINA 2
APPROVED: JOB No: J18-12228-05 Phone: [phone] Fax: [phone]

IBLIBINC.
Soil Borings NO. B-109
PROJECT: High Hampton Wastewater Treatment Plant PROJECT NO.: J18-12228-05
CLIENT: Daniel Communities START: 1/9/19 END: 119/19
BUNNELL- MONS
ENGINEERING, INC.
LOCATION: Cashiers, North Carolina ELEVATION: Approximate
GEOTECHNICALANDENVIRONNENTAL
DRILLER: B. Jordan LOGGED BY: J. Hoglen
CONSULTANTS
DRILLING METHOD: 2 1/4" Hollow Stem Augers
DEPTH TO - WATER> INITIAL: V 10 AFTER 24 HOURS: 1 8 CAVING>M 13
ELEVATION/
SOIL DESCRIPTION
SOIL
ii STANDARD PENETRATION RESULTS
DEPTH (FT)
TYPE
a BLOWS/FOOT
Q
2 5 10 20 30 40 50 70 90
Gravel 12 inches
25
...................... :........ .:..
No Recovery
$
2
......®............................
Soft, moist, brown and gray, slightly micaceous sandy CLAY (CL) with
trace organics - (Fill/Colluvium)
• • • . • • • • • •
5
1
5
.....:.. :....:...:...:...... .....;...;..;..;..;..
Very loose, wet, brown and gray, silty SAND (SM) with trace gravel -
:::•.
(Residuum)
2
:
�..
z
Very loose, moist, gray and tan, silty coarse SAND (SM) with trace mica
2
'
i
10
1
Very loose to loose, moist, black and gray, slightly micaceous SAND (SP)mWi
•:
th trace rock fragments
"'' ' ''
'
9
...ar
Partially Weathered Rock which was sampled very dense, moist, SAND
15
50/51
:...:..........................:.
..964;
50/3"
Auger Refusal at 18.7 feet below ground surface. Groundwater was
20
encountered at 8 feet after drilling.
;..,;.,,,;,.•
25
:...:....:..:.......:....:....:...:..:..:
30
•••
35
i...i.......:.......:....:..............
40
: ..... .... :............................
Soil Borings NO. B-109
Sheet 1 of 1

IBLISINC.
Soil Borings NO. B-108
PROJECT: High Hampton Wastewater Treatment Plant PROJECT NO.: J18-12228-05
CLIENT: Daniel Communities START: 1l9/19 END: 1/9/19
BUNNELL-CANNONS
ENGINEERING, INC.
LOCATION: Cashiers, North Carolina ELEVATION: Approximate
GEOTECHNICALANDENVIRONYENTAL
DRILLER: B. Jordan LOGGED BY: J. Hoglen
CONSULTANTS
DRILLING METHOD: 2 1/4" Hollow Stem Augers
DEPTH TO - WATER> INITIAL: V 8 AFTER 24 HOURS: t 8 CAVING> 77 18
ELEVATION/
SOIL DESCRIPTION
SOIL
a STANDARD PENETRATION RESULTS
DEPTH (FT)
TYPE
2 BLOWS/FOOT
Q
2 5 10 20 30 40 50 70 90
Topsoil 1.2 feet
a yy
Very loose to loose, moist, brown and tan, slightly micaceous silty fine
...
:::•.:•.
2
3
...:....:..................:.......:.....:.....
SAND (SM) - (Fill)
2
........:......:....:....:...:...:.......
2
5
1
2
:....:.................. ........... .:..:...:..
Very loose, moist, gray and tan, silty coarse SAND (SM) with trace gravel
- (Residuum)
�..
IF
z...
.
'�
10
2
...
.....................:....:....:...:.
Soft, moist, orange and brown, sandy SILT (ML) With trace mica and rock
fragments
1
15
:...
2
:..........................
..:..:..:..:..
Partially Weathered Rock which was sampled hard, moist, sandy SILT
ML)
....;...:. :...:...........:. .
• '�oi2^
50/2
Auger Refusal at 18.7 feet below ground surface. Groundwater was
20
encountered at 8 feet after drilling.
25
..........% _..........:...:...; ..:..:..:. .
30
35
....i...c.........................:....:.........>.
40
.............: .....:........:....:.....
Soil Borings NO. B-108
Sheet 1 of 1