20230568 Ver 1_Soil Report Perc Test Rays Bridge Rd_20230418

M A R L I I N TBD_Rays_Bridge Bamber Site_1
WASTEWATER SERVCES
Long -79.38654733528470 -79.38647497419190 -79.38694911398200 -79.38646003970030 -79.38721339833860 -79.38691935189830 -79.3866955644931 -79.38662462094180
Lat 35.262288141905900 35.26219612035090 35.26226670051220 35.26209492123850 35.26224784613480 35.26207963819500 35.26212301251520 35.26221527547170
Boring-Type Out Conventional Conventional Low Profile Conventional Conventional Conventional Alternative
Slope 8-12 8-12 8-12 8-12 12-18 12-18 12-18 12-18
Landscape-Position Linear Linear Linear Linear Linear Linear Linear Linear
LTAR 0.0 0.8 0.5 0.5 0.3 0.5 0.8 0.4
Saprolite No No No No No No No No
Soil Wetness 12 N/A N/A N/A N/A 32 N/A 30
HI-Depth 18 38 22 24 12 20 32 30
11-111_Texture Loamy Sand Loamy Sand Loamy Sand Sandy Loam Loamy Sand Loamy Sand Loamy Sand Loamy Sand
HI-Moist-Consistency Loose Loose Loose Loose Loose Loose Loose Loose
HI-Structure Gr Gr Gr Gr Gr Gr Gr Gr
HI-Mineralogy Non Expansive Non Expansive Non Expansive Slightly Expansive Non Expansive Non Expansive Non Expansive Non Expansive
HI-Stickiness Non Sticky Non Sticky Non Sticky Non Sticky Non Sticky Non Sticky Non Sticky Non Sticky
HI-Plasticity Non Plastic Non Plastic Non Plastic Non Plastic Non Plastic Non Plastic Non Plastic I Non Plastic
Add-Horizon-2 Yes Yes No Yes Yes No 0
11-112_Texture Sandy Loam SC Loam Clay SC Loam
H2_Moist_Consistency i Loose V Friable Friable V Friable v Z ,r kco �� i
H2_Depth 42.0 36.0 36.0 32.0 m
11-112_Structure Gr SBK SBK SBKi
H2_Mineralogy Slightly Expansive Slightly Expansive Slightly Expansive Slightly Expansive
11-112_Stickiness Non Sticky Slightly Sticky Sticky Slightly Sticky Cc0 1241 Q�
11-112_Plasticity Non Plastic Slightly Plastic Plastic Slightly Plastic NOR
wj
Notes 32"ar
Usable-Depth 12 42 36 24 36 32 32 30
An area was identified that may be possible to use for a 3-Bedroom 360 GPD subsurface wastewater
system. The system type and exact location would need to be confirmed with a field layout/design.
The client will need to confirm there are not restrictions , easements, right of ways or other
encumbrances on the property that would limit the use of the area shown on the attached map.
This is not a permit.
1

��(M AR LI N TBD Rays Bridge Rd. - Bamber - Site 1
STE ATER SERVICES
RAYS
BRIDGE RD
780 RAYS
BRIDGE RD
RAYS
BRIDGE RD
Pi Pi RAYS
BRIDGE RD
1
3636 2
0.5 30 42 t POW es P O W R
32 32 24 3BR 0. i�I.;�•. .
c .::Ill- I I j;::!I. tr o
Power lines c :I. �t :1: ccD
RAYS OO :..�... � tl it: m
BRIDGE RD ❑% .I•,• t .
Q,c rw1�t:. GQb
RAYS BRIDGE RD O W C \
t
0.6
0.8 p 5BR �
0 8 42 42 Y 830 RAYS b",
BRIDGE RD lz 825 RAYS
BRIDGE RD
0.8 �
48-,
8/12/2022 1:2,411
0 0.01 0.03 0.06 mi
PSC-Borings PSS�C-Points 0 House Box
Conventional V Corner 0 North Carolina Parcels(Polygons)-Parcels
0 0.03 0.05 0.1 km
Low Profile ® EIP Moore Contour
• Esri Community Maps Contributors,Moore County GIS(NC),State of North
Out Point Generic System Area-Usable Soils Area Carolina DOT, © OpenStreetMap, Microsoft, Esri, HERE, Garmin,
Alternative

r A ER L I N TBD-Rays-Bridge-Bamber-Site-
2
WASTEWATER SERVICES
Long -79.38871939696300 -79.38911890112600 -79.38903250745020 -79.38870743320000
Lat 35.261089515872400 35.261229833802700 35.261393550828300 35.26134584994130
Boring-Type Conventional Conventional Conventional Conventional
Slope 2-5 2-5 2-5 2-5
Landscape-Position Linear Linear Linear Linear
LTAR 0.8 0.8 0.6 0.8
Saprolite No No No No
Soil Wetness N/A N/A N/A N/A
H1_Depth 48 48 35 43
Hi-Texture Loamy Sand Loamy Sand Loamy Sand Loamy Sand
Hi-Moist-Consistency Loose Loose Loose Loose
HI-Structure Gr Gr Gr Gr
HI-Mineralogy Non Expansive Non Expansive Non Expansive Non Expansive
HI-Stickiness Non Sticky Non Sticky Non Sticky Non Sticky
HI-Plasticity Non Plastic Non Plastic Non Plastic Non Plastic
Add-Horizon-2 No No Yes No
H2_Texture Sandy Loam
H2_Moist_Consistency C15 S C/F Friable
e
H2_Depth ; �� `"� �, N 42.0
H2 Structure SBK
H2_Mineralogy u'� � _- a` Slightly Expansive
4 �
H2_Stickiness F0F 1241 �C�\ Slightly Sticky
H2_Plasticity Slightly Plastic
Usable_Depth 48 48 42 42
An area was identified that may be possible to use for a 5-Bedroom 600 GPD
subsurface wastewater system. The system type and exact location would need to be
confirmed with a field layout/design. The client will need to confirm there are not
restrictions , easements, right of ways or other encumbrances on the property that
would limit the use of the area shown on the attached map.
This is not a permit.
1

r� ARLIN TBD Rays Bridge Rd. - Bamber - Site 2
WASTE ATER SERVICES
RAYS
BRIDGE RD
zg4 75BR
0.6
Zg6 42 0.8
42 O W
6 p P
Y � F
e,
302
304 50 p6 ``���\\\- 0.
. 1•�,•�I t.l•t,•� t J
3
48
912 Ili�olll�i
314
in
21
0.8
324 �/ 1•1111
326 48 C G G
m W C �
8/12/2022 1:1,206
0 0.01 0.01 0.03 mi
PSC-Borings ® EIP System Area-Usable Soils Area
Conventional House Box 0 0.01 0.03 0.05 km
PSC-Points Esri Community Maps Contributors,Moore County GIs(NC),State of North
0 North Carolina Parcels(Polygons)-Parcels v Carolina DOT, © OpenStreetMap, Microsoft, Esri, HERE, Garmin,
t Corner Moore Contour