Attachment 3 - Pine Valley Dam Plans - FINAL PLAN SET.pdf

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Attached to
Reconstruction of the Pine Valley Dam, Dixie National Forest, Utah (GAOA)
Solicitation number
1240LT25R0012
Issued by

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The file is a comprehensive set of engineering and construction drawings for the Pine Valley Dam Modifications project located in Washington County, Utah, within the Dixie National Forest. The detailed plans, prepared by RB&G Engineering, cover various aspects of the dam reconstruction, including site plans, excavation details, embankment sections, outlet works, instrumentation, and geotechnical considerations. Key technical elements include modifications to the existing dam structure, new outlet channel and works, filter sand and gravel drain specifications, ACB (articulated concrete block) armoring, and detailed elevation and cross-sectional views of the dam's components. The drawings provide precise engineering specifications for zones of construction, materials requirements, and structural details such as gate hoist structures, outlet encasements, and water level indicators. Supplementary documents like boring logs and test pit logs are included to support the technical design and construction methodology.

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Other files

File Type Posted
Amendment 0002_1240LT25R0012_QAs and Matl Spec_05SEP2025.pdf PDF
Amendment 0002_1240LT25R0012_4SEP2025.pdf PDF
Amendment 0001 with E302 and Attendance Sheets to 1240LT25R0012_26AUG2025.pdf PDF
1240LT25R0012_04AUG2025.pdf PDF
Attachment 5 - DBA Wage Determination UT20250028 Garfield County_03JAN2025.pdf PDF
Attachment 1 - Schedule of Items Pine Valley Dam_rev2.xlsx XLSX spreadsheet
Attachment 2 - Statement of Work_July 2025.pdf PDF
Attachment 4 - Pine Valley Specifications July 2025.pdf PDF

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WATER RIGHTS:

FOREST ENGINEER:
DISTRICT RANGER:
FOREST SUPERVISOR:
DIRECTOR OF ENGINEERING:
DATE:
DATE_2:
DATE_3:
DATE_4:
GENERAL SHEETS:
TITLE SHEET:
G102:
INDEX OF SHEETS EMBANKMENT GRADATION REQUIREMENTS:
PROJECT LEGEND AND GENERAL NOTES:
EXISTING SITE PLAN AND SURVEY CONTROL:
BORROW AREA SITE PLAN:
PROJECT SITE PLAN:
CAPACITY AREA RATING CURVES:
FOUNDATION DRAWINGS:
undefined:
EXCAVATION SECTIONS:
EMBANKMENT DRAWINGS:
E201:
EMBANKMENT PLAN:
EMBANKMENT SECTIONS:
EMBANKMENT DETAILS:
INSTRUMENTATION DETAILS:
INSTRUMENTATION DETAILS_2:
ADDITIVE ALTERNATE:
ADDITIVE ALTERNATE OUTLET WORKS PLAN PROFILE:
ADDITIVE ALTERNATE OUTLET WORKS DETAILS:
M204:
ADDITIVE ALTERNATE OUTLET WORKS SECTIONS:
ADDITIVE ALTERNATE GATE STEM SECTIONS AND DETAILS:
BORING AND TEST PIT LOGS:
BORING LOGS:
TEST PIT LOGS:
34:
70 100:
34_2:
70 100_2:
38:
95 100:
1:
90 100:
34_3:
6090:
12:
5095:
200:
NON PLASTICRow1:
1_2:
GENERAL NOTES:
undefined_2:
8025:
8025 8025 CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOURPROPOSEDMAJOR CONTOUR PROPOSED MINOR EXCAVATION TOE DRAIN PIPE:
1_3:
2:
8025_2:
BENCH MARK PIEZOMETER:
ASPHALT ZONEI ZONEII FILTER SAND GRAVEL DRAIN RIPRAP ACBARMOR:
undefined_3:
Row1:
undefined_4:
6740:
TOP OF DAM EL 67381 ft:
undefined_5:
6742:
6740_2:
undefined_6:
6742_2:
GATEFWLLYOPEN 0RIFICEPLATEINPLAGE:
I:
0 QC Z 00 LU CI I LU o LUO Jo LUC zo a:
undefined_7:
undefined_8:
undefined_9:
6740 6735 6730 6725 6720 6715 6710 6705 6700 6695 6690 6740 6735 6730 6725 6720 6715 6710 EXISTING TOE DRAIN N 6705 ilT PROTECT PIPE AND SILTY SAND SILTY SAND DRAIN MATERIAL IN PLACE SANDWSILTGRAVEL 6700 SIL TY SAND WGRAVEL I GRAVEL WSAND I GRAVELWSILTSAND 1 L GRAVELWSILTSAND ELEV 6689 j 6695 200 180 160 140 120 100 80 60 40 20 SILTYSANDWGRAVEL 40 SILTYSANDWGRAVEL 60 80 100 120 ELEV 6691 SHORING STABILIZATION OR GENTLE EXCAVATION SLOPES WILL LIKELY BE REQUIRED WITHIN EXISTING SEDIMENT DEPOSITS 600 956 963 686 ELEV 66975 ELEV 66975 APPROXIMATE BOTTOM OF EXISTING SEDIMENT REMOVE EXISTING SEDIMENT WHERE ACBS WILL BE INSTALLED REMOVE ADDITIONAL EXISTING SEDIMENT AS NEEDED TO PROVIDE STABLE SLOPE DAM CENTERLINE N EXISTING GROUND DOWNSTREAM EDGE OF EXISTING BERM DAM EMBANKMENT STA 800 140 160 180 200 FOUNDATION SECTION:
6740 6735 6730 6725 6720 6715 6710 6705 6700 6695 6690 6740 6735 6730 6725 6720 6715 6710 EXISTING TOE DRAIN N 6705 ilT PROTECT PIPE AND SILTY SAND SILTY SAND DRAIN MATERIAL IN PLACE SANDWSILTGRAVEL 6700 SIL TY SAND WGRAVEL I GRAVEL WSAND I GRAVELWSILTSAND 1 L GRAVELWSILTSAND ELEV 6689 j 6695 200 180 160 140 120 100 80 60 40 20 SILTYSANDWGRAVEL 40 SILTYSANDWGRAVEL 60 80 100 120 ELEV 6691 SHORING STABILIZATION OR GENTLE EXCAVATION SLOPES WILL LIKELY BE REQUIRED WITHIN EXISTING SEDIMENT DEPOSITS 600 956 963 686 ELEV 66975 ELEV 66975 APPROXIMATE BOTTOM OF EXISTING SEDIMENT REMOVE EXISTING SEDIMENT WHERE ACBS WILL BE INSTALLED REMOVE ADDITIONAL EXISTING SEDIMENT AS NEEDED TO PROVIDE STABLE SLOPE DAM CENTERLINE N EXISTING GROUND DOWNSTREAM EDGE OF EXISTING BERM DAM EMBANKMENT STA 800 140 160 180 200 FOUNDATION SECTION_2:
6740 6735 6730 6725 6720 6715 6710 6705 6700 6695 6690 6740 6735 6730 6725 6720 6715 6710 EXISTING TOE DRAIN N 6705 ilT PROTECT PIPE AND SILTY SAND SILTY SAND DRAIN MATERIAL IN PLACE SANDWSILTGRAVEL 6700 SIL TY SAND WGRAVEL I GRAVEL WSAND I GRAVELWSILTSAND 1 L GRAVELWSILTSAND ELEV 6689 j 6695 200 180 160 140 120 100 80 60 40 20 SILTYSANDWGRAVEL 40 SILTYSANDWGRAVEL 60 80 100 120 ELEV 6691 SHORING STABILIZATION OR GENTLE EXCAVATION SLOPES WILL LIKELY BE REQUIRED WITHIN EXISTING SEDIMENT DEPOSITS 600 956 963 686 ELEV 66975 ELEV 66975 APPROXIMATE BOTTOM OF EXISTING SEDIMENT REMOVE EXISTING SEDIMENT WHERE ACBS WILL BE INSTALLED REMOVE ADDITIONAL EXISTING SEDIMENT AS NEEDED TO PROVIDE STABLE SLOPE DAM CENTERLINE N EXISTING GROUND DOWNSTREAM EDGE OF EXISTING BERM DAM EMBANKMENT STA 800 140 160 180 200 FOUNDATION SECTION_3:
e1AClI I I:
undefined_10:
I I I I I I I I I I 0 0 N:
I I I I I I I I I I 0 0 N_2:
I I I I I I I I I I 0 0 N_3:
GROUND SURFACE:
J zoNEII:
PROTECT IN PLACE:
m:
1_4:
2_2:
undefined_11:
undefined_12:
NTS:
NORTHING500 CL:
EASTING500 CL:
ELEVATION500 CL:
NORTHING700CL:
EASTING700CL:
ELEVATION700CL:
NORTHING900 CL:
EASTING900 CL:
ELEVATION900 CL:
NORTHING1160 CL:
EASTING1160 CL:
ELEVATION1160 CL:
undefined_13:
Row1_2:
undefined_14:
NOTTO SCALE:
Row1_3:
undefined_15:
undefined_16:
r V GROOVES SET IN CONCRETE AT ONE FOOT AND ONE HALF FOOT ELEVATION INTERVALS:
undefined_17:
WATER LEVEL INDICATORRow1:
fill_8:
Row1_4:
I l e IRow1:
I l e IRow1_2:
I Row1:
Row1:
undefined_18:
fill_3:
c I z 0 0 co i J 0:
DRAWING NO:
oc:
undefined_19:
undefined_20:
1_5:
2_3:
SEE SHEET E201:
o W SEE SHEET F201:
30:
fill_5:
0:
0_2:
undefined_21:
0_3:
undefined_22:
0_4:
undefined_23:
NOTTO SCALE_2:
0 t er J:
undefined_24:
undefined_25:
NOTTO SCALE_3:
ADDITIVE AL TERNA TE:
SLOTTED PIPE:
undefined_26:
undefined_27:
undefined_28:
CASING:
Row1_5:
0_5:
Row2:
Row1_6:
Row1_7:
GATE FRAMERow1:
2 CLR:
undefined_29:
undefined_30:
Row1_8:
iRow1:
L:
J4I:
L_2:
0_6:
undefined_31:
fill_38:
fill_21:
fill_39:
L_3:
L_4:
L_5:
IRow1:
I:
fill_42:
Row1_9:
fill_43:
undefined_32:
undefined_33:
INTAKE STRUCTURE PLANRow1:
0 OUTLET WORKS CENTERLINE 10 0 30 STEEL PIPE 94 L INTAKE GRATING L OIL FILLED STEM CARRIER CASING 4 HOPE VENT PIPE 68 30 OUTLET ENCASEMENT 10 36 10 r GATE FRAME eY 2 CLR I 612 TYP L I 7 i a L x J4I L Lll 8 HOOKS D L L L L t612 f N I I I I 68 L WHOOKS I I t OUTLET WORKS INTAKE STRUCTURE PLAN 7 AA101 SECTION 94 86 INTAKE GRATING ZONE Ill 127 INTAKE GRATING 612 612 3 CLRj 52 612 4 HOPE VENT PIPE U a 0 r 0 6 12 6 12 SECTION 612 STA 210433 ELEV 670597 NOTE REMOVE ALL ROCKS LARGER THAN 112 INCHES FROM ZONE Ill MATERIAL PLACED WITHIN 1 FOOT OF THE VENT PIPE OR GATE STEM 612 5 BARS AS SHOWN AROUND PIPE OPENING 5 BARS AS SHOWN AROUND PIPE OPENING 6 12 tmn17tti 6 8 WITH HOOKS INTAKE GRATING 2 AA202 612 FLANGE ZONE Ill PIPE OPENING REINFORCEMENT:
0 OUTLET WORKS CENTERLINE 10 0 30 STEEL PIPE 94 L INTAKE GRATING L OIL FILLED STEM CARRIER CASING 4 HOPE VENT PIPE 68 30 OUTLET ENCASEMENT 10 36 10 r GATE FRAME eY 2 CLR I 612 TYP L I 7 i a L x J4I L Lll 8 HOOKS D L L L L t612 f N I I I I 68 L WHOOKS I I t OUTLET WORKS INTAKE STRUCTURE PLAN 7 AA101 SECTION 94 86 INTAKE GRATING ZONE Ill 127 INTAKE GRATING 612 612 3 CLRj 52 612 4 HOPE VENT PIPE U a 0 r 0 6 12 6 12 SECTION 612 STA 210433 ELEV 670597 NOTE REMOVE ALL ROCKS LARGER THAN 112 INCHES FROM ZONE Ill MATERIAL PLACED WITHIN 1 FOOT OF THE VENT PIPE OR GATE STEM 612 5 BARS AS SHOWN AROUND PIPE OPENING 5 BARS AS SHOWN AROUND PIPE OPENING 6 12 tmn17tti 6 8 WITH HOOKS INTAKE GRATING 2 AA202 612 FLANGE ZONE Ill PIPE OPENING REINFORCEMENT_2:
86Row1:
undefined_34:
Row1_10:
Row1:
Row2_2:
U a 0 r 0:
Row3:
1_6:
2_4:
0 OUTLET WORKS CENTERLINE 10 0 30 STEEL PIPE 94 L INTAKE GRATING L OIL FILLED STEM CARRIER CASING 4 HOPE VENT PIPE 68 30 OUTLET ENCASEMENT 10 36 10 r GATE FRAME eY 2 CLR I 612 TYP L I 7 i a L x J4I L Lll 8 HOOKS D L L L L t612 f N I I I I 68 L WHOOKS I I t OUTLET WORKS INTAKE STRUCTURE PLAN 7 AA101 SECTION 94 86 INTAKE GRATING ZONE Ill 127 INTAKE GRATING 612 612 3 CLRj 52 612 4 HOPE VENT PIPE U a 0 r 0 6 12 6 12 SECTION 612 STA 210433 ELEV 670597 NOTE REMOVE ALL ROCKS LARGER THAN 112 INCHES FROM ZONE Ill MATERIAL PLACED WITHIN 1 FOOT OF THE VENT PIPE OR GATE STEM 612 5 BARS AS SHOWN AROUND PIPE OPENING 5 BARS AS SHOWN AROUND PIPE OPENING 6 12 tmn17tti 6 8 WITH HOOKS INTAKE GRATING 2 AA202 612 FLANGE ZONE Ill PIPE OPENING REINFORCEMENT_3:
OILFUPIP FILL WITH VEGETABLE OIL 8 66 RECOMMENNJiui r4 aa7teth L STEM CARRIER PIPE N485115 L 4 30 OUTLET 710 ENCASEMENT 8 STEM CENTERLINE 4 PVC DRAIN PIPE l 4 HOPE ENT PIPE 7 4 GALVANIZED STEEL VENT PIPE VENT PIPE MOUNT 8 PIPE FLANGE ADAPTER ONE LAYER OF 1 MESH BETWEEN TWO FLANGES 4 FLOOR DRAIN 86 PLAN 1 OUTLET WORKS j 9 I l MASONRY ROCK SEE SHEET AA501 ONE LAYER OF 1 MESH BETWEEN TWO FLANGES USE 4 STAINLESS STEEL BOLTS WITH WASHERS AND NUTS SCREEN 4 GALVANIZED STEEL VENT PIPE 9 SCREEN AA302 VENT PIPE MOUNT BILCO TYPE Q OR QD ACCESS HATCH WITH 66x40 OPENING ALKYD BASED RED OXIDE PRIMER FINISH AND GALVANIZED STEEL HARDWARE FASTEN HATCH AS PER MANUFACTURERS RECOMMENDATIONS 8 66 POLYPROPYLENE STEPS UNIFORMAL Y SPACE 1 FT 673928 L rtTttsMv OIL FILL PIPE FILL WITH BIODEGRADABLE OIL ACB ARMORING 48 EACH WAY TYPICAL NOTE REMOVE ALL ROCKS LARGER THAN 112 INCHES FROM ZONE Ill MATERIAL PLACED WITHIN 1 FOOT OF THE VENT PIPE GATE STEM OR PVC DRAIN PIPE OIL FILL PIPE FILL WITH BIODEGRADABLE OIL 8 66 8 4 HOPE VENT PIPE 4 PVC DRAIN PIPE DAYLIGHT AT FACE OF DAM tCREEN AACHo SCREEN WITH A STAINLESS STEEL PIPE CLAMP 48 EACH WAY TYPICAL MASONRY ROCK SEE SHEET AA501 673928 72 ACB ARMORING OIL FILLED STEM CARRIER CASING 4 PVC SLEEVE 86 72 86 co 4x4x3a ANGLE BOLTED TO CONCRETE WITH 4xV EXPANSION BOLTS AT 3 SPACING 48 EACH WAY TYPICAL SECTION SECTION GATE HOIST STRUCTURE 8 AA101 0 15 45:
OILFUPIP FILL WITH VEGETABLE OIL 8 66 RECOMMENNJiui r4 aa7teth L STEM CARRIER PIPE N485115 L 4 30 OUTLET 710 ENCASEMENT 8 STEM CENTERLINE 4 PVC DRAIN PIPE l 4 HOPE ENT PIPE 7 4 GALVANIZED STEEL VENT PIPE VENT PIPE MOUNT 8 PIPE FLANGE ADAPTER ONE LAYER OF 1 MESH BETWEEN TWO FLANGES 4 FLOOR DRAIN 86 PLAN 1 OUTLET WORKS j 9 I l MASONRY ROCK SEE SHEET AA501 ONE LAYER OF 1 MESH BETWEEN TWO FLANGES USE 4 STAINLESS STEEL BOLTS WITH WASHERS AND NUTS SCREEN 4 GALVANIZED STEEL VENT PIPE 9 SCREEN AA302 VENT PIPE MOUNT BILCO TYPE Q OR QD ACCESS HATCH WITH 66x40 OPENING ALKYD BASED RED OXIDE PRIMER FINISH AND GALVANIZED STEEL HARDWARE FASTEN HATCH AS PER MANUFACTURERS RECOMMENDATIONS 8 66 POLYPROPYLENE STEPS UNIFORMAL Y SPACE 1 FT 673928 L rtTttsMv OIL FILL PIPE FILL WITH BIODEGRADABLE OIL ACB ARMORING 48 EACH WAY TYPICAL NOTE REMOVE ALL ROCKS LARGER THAN 112 INCHES FROM ZONE Ill MATERIAL PLACED WITHIN 1 FOOT OF THE VENT PIPE GATE STEM OR PVC DRAIN PIPE OIL FILL PIPE FILL WITH BIODEGRADABLE OIL 8 66 8 4 HOPE VENT PIPE 4 PVC DRAIN PIPE DAYLIGHT AT FACE OF DAM tCREEN AACHo SCREEN WITH A STAINLESS STEEL PIPE CLAMP 48 EACH WAY TYPICAL MASONRY ROCK SEE SHEET AA501 673928 72 ACB ARMORING OIL FILLED STEM CARRIER CASING 4 PVC SLEEVE 86 72 86 co 4x4x3a ANGLE BOLTED TO CONCRETE WITH 4xV EXPANSION BOLTS AT 3 SPACING 48 EACH WAY TYPICAL SECTION SECTION GATE HOIST STRUCTURE 8 AA101 0 15 45_2:
OILFUPIP FILL WITH VEGETABLE OIL 8 66 RECOMMENNJiui r4 aa7teth L STEM CARRIER PIPE N485115 L 4 30 OUTLET 710 ENCASEMENT 8 STEM CENTERLINE 4 PVC DRAIN PIPE l 4 HOPE ENT PIPE 7 4 GALVANIZED STEEL VENT PIPE VENT PIPE MOUNT 8 PIPE FLANGE ADAPTER ONE LAYER OF 1 MESH BETWEEN TWO FLANGES 4 FLOOR DRAIN 86 PLAN 1 OUTLET WORKS j 9 I l MASONRY ROCK SEE SHEET AA501 ONE LAYER OF 1 MESH BETWEEN TWO FLANGES USE 4 STAINLESS STEEL BOLTS WITH WASHERS AND NUTS SCREEN 4 GALVANIZED STEEL VENT PIPE 9 SCREEN AA302 VENT PIPE MOUNT BILCO TYPE Q OR QD ACCESS HATCH WITH 66x40 OPENING ALKYD BASED RED OXIDE PRIMER FINISH AND GALVANIZED STEEL HARDWARE FASTEN HATCH AS PER MANUFACTURERS RECOMMENDATIONS 8 66 POLYPROPYLENE STEPS UNIFORMAL Y SPACE 1 FT 673928 L rtTttsMv OIL FILL PIPE FILL WITH BIODEGRADABLE OIL ACB ARMORING 48 EACH WAY TYPICAL NOTE REMOVE ALL ROCKS LARGER THAN 112 INCHES FROM ZONE Ill MATERIAL PLACED WITHIN 1 FOOT OF THE VENT PIPE GATE STEM OR PVC DRAIN PIPE OIL FILL PIPE FILL WITH BIODEGRADABLE OIL 8 66 8 4 HOPE VENT PIPE 4 PVC DRAIN PIPE DAYLIGHT AT FACE OF DAM tCREEN AACHo SCREEN WITH A STAINLESS STEEL PIPE CLAMP 48 EACH WAY TYPICAL MASONRY ROCK SEE SHEET AA501 673928 72 ACB ARMORING OIL FILLED STEM CARRIER CASING 4 PVC SLEEVE 86 72 86 co 4x4x3a ANGLE BOLTED TO CONCRETE WITH 4xV EXPANSION BOLTS AT 3 SPACING 48 EACH WAY TYPICAL SECTION SECTION GATE HOIST STRUCTURE 8 AA101 0 15 45_3:
RECOMMENNJiui:
1_7:
2_5:
STEM CENTERLINE:
j:
undefined_35:
1_8:
2_6:
3:
4:
undefined_36:
L_6:
48 EACH WAY TYPICAL:
rtTttsMv:
undefined_37:
48 EACH WAY TYPICAL_2:
I_2:
I_2:
NOTTO SCALE_4:
10Row1:
undefined_38:
10:
NOTTO SCALE_5:
1_9:
2_7:
undefined_39:
en:
CENTERLINERow1:
7:
CENTERLINERow2:
9:
undefined_40:
t:
undefined_41:
undefined_42:
9 Row1:
9 Row2:
6Row1:
undefined_43:
HOPE FLANGE:
BACKUP RING 1:
BACKUP RING 2:
undefined_44:
Nit:
fill_17:
BETWEEN OPENINGS:
undefined_45:
undefined_46:
t t b t t t:
T:
10 21:
OUTLET STRUCTURE PLANRow1:
undefined_47:
undefined_48:
undefined_49:
92:
undefined_50:
1111:
undefined_51:
6715:
irfrtro38I6PROFILEGRADEr:
6695:
4lsNRK:
undefined_52:
undefined_53:
26 GROUND:
6670:
DATE STARTED 92921:
LOCATION SEE SITE PLAN DATE STARTED a9Jf29llL2JJ:
DATE STARTED io15:
DATE COMPLETEOg3021:
DRILLING METHOD 2QCME55 NW CAING TQ 50 DATE COMPLETED930121:
DATE COMPLETED10151:
DRILLERsDaKc:
DRILLERsDaKc_2:
DRILLERsDaKc_3:
DRILLERDK:
fl fl I i:
Material Description:
BOULDER:
fl fl 5 I:
Material Description_2:
fl fl I i_2:
Material Description_3:
10_2:
119 NP 3 68 29:
Row1_11:
Row1_12:
Row1_13:
Row1_14:
Row1_15:
Row1_16:
10_3:
nrownmoistmed lIJfi11:
dkMlWlmoisttovery moistmeddense dkMlWlmoisttowet meddense dkbrownverymoisl meddense dkbrownverymoisl meddense dkbrownmolstmed re SIL TY CLAYEY SAND flllSM:
dkbrownwetloose SILTY SAND plastlcflnes fill:
dkbrownwelmed SILTY SAND:
SM dkbrownwetffrm SILTYSAND:
217 24 2 2 60 38:
9 3351503 SM brownwetverydense:
35 40 45 50 55:
DUIIUMUt:
Row1_17:
Row1_18:
Row1_19:
Row1_20:
Row1_21:
Row1_22:
10 20 25:
M 1042264078 SM brownwetveryd8flse:
10 20 25_2:
SIL TY SAND WGRAVEL posslble cobbles10 20 25:
c:
Row1_23:
Row1_24:
SHEET 1 OF 1:
DATE STARTED 4121122:
DRILLING METHOD 20CMF55 HP CASING ADVANCER DATE COMPLETED11 2 012 2:
DATE COMPLETED421122:
DRILLERD:
DRILLERD_2:
Material Description_4:
oo:
SampleRow1:
Sample:
Material Description_5:
j 1i Legend AASHTO:
undefined_54:
undefined_55:
Material Description_6:
SM mo S very SIL TY SAND:
5 67292598 SPSM dk brown very dense SAND WfSIL T:
SC brownwetverydense CLAYEYSAND:
SILTY SAND brownwetverydense plastic:
brown wet dense SIL TY SAND:
SILTY SAND:
undefined_56:
393 23 3 0 53 47:
graybrown wet med SIL TY SAND doore:
SAND WSILT:
bnvngray wet med SIL TY SAND:
244 NP O 53 47:
11 108529 SPSM 10 10252499 GP 11 792143 SMRow1:
CVI IV Ut 7VLC:
Row1_25:
Row1_26:
10 20 25 30 35 40 45 50:
GM SPSM Cl C C Cl10 20 25 30 35 40 45 50:
undefined_57:
LVI vmUI IIVLL:
LVI vmUI IIVLL_2:
LVI vmUI IIVLL_3:
LVI vmUI IIVLL_4:
LVI vmUI IIVLL_5:
10 15:
10 15_2:
SM SM10 15:
SIL TY SAND WfGRAVEL10 15:
10 15_3:
10 15_4:
10 15_5:
10 15_6:
10 15_7:
10 15_8:
10 15_9:
LOCATION I III EL8:
6lZlH:
LOCATION I III EL8_2:
6lZll8:
LOCATION I III EL8_3:
6lZll8_2:
LOCATION I III EL8l:
6lZll8_3:
DIGGING METHOD QAT Q E EXQAVATQR:
DATE COMPLETED018:
DIGGING METHOD QAT Q E EXQAVATQR_2:
DATE COMPLETED018_2:
DIGGING METHOD QAT Q E EXQAVATQR_3:
DATE COMPLETED018_3:
DIGGING METHOD QAT Q E EXQAVATQR_4:
DATE COMPLETED018_4:
OPERATOR BRANDON FOREST SERVICEl:
GROUND ELEVATION6704:
OPERATOR BRANDON FOREST SERVICE:
GROUND ELEVATION6700:
OPERATOR BRANDON FOREST SERVICEl_2:
GROUND ELEVATION6706:
OPERATOR BRANDON FOREST SERVICE_2:
GROUND ELEVATION6698:
dkbwmdry Organicsintop12 SILTY SAND dkbwmverymolst:
SAND some gravels graywet:
as i aRow1:
I310 170:
Row1_27:
s i aOrganicsintop6 browngraywel SAND WSll T GRAVEL browngraywet 18boulder CUC:
I190:
j10:
Bag BagRow1:
SM SM SPRow1:
as i a:
310 170:
I_3:
fill_37:
fill_38_2:
Row1:
SPSM SPSMRow1:
Organicsintop6 browngraywel SAND WSll T GRAVEL browngraywet 18boulder CUCRow1:
s i aRow2:
190Row1:
IRow2:
10Row1_2:
jRow2:
Bag Socket Bag Socket:
SM SM:
bwmmolst SILTY SAND flll:
SILTY SAND few cobbles dkbrownbrownmolst:
undefined_58:
as i aRow1_2:
I81 102:
lNP NP:
as i a_2:
81 102:
I_4:
NP NP:
l:
lRow1:
1Row1:
s i aSil TY SAND WGRAVEL few cobbles bwmmolst:
I_5:
j19:
1Row1_2:
BucketRow1:
SMRow1:
s i acvn:
cvn:
Icvn:
19cvn:
jcvn:
PROJECT PINE VALLEY DAM DESIGN:
PROJECT PINE VALLEY DAM DESIGN_2:
LOCATION LAT 788 N bQNQ 1142 W SEE SITE PLAN:
018:
LOCATION LAT 782 N LQNQ 11474 W SEE SITE PLAN:
6lWB:
LOCATION LAT 3738539 N LONG 11348524 W SEE SITE PLAN:
6f7118:
LOCATION LAT 3738535 N LONG 11348557 W SEE SITE PLAN:
6718:
DIGGING METHOD CAT 305 E EXCAVATOR:
DATE COMPLETED6f7118:
DIGGING METHOD CAT 305 E EXCAVATOR_2:
DATE COMPLETED6n18:
DIGGING METHOD CAT 305 E EXCAVATOR_3:
DATE COMPLETED6n18_2:
DIGGING METHOD CAT 305 E EXCAVATOR_4:
DATE COMPLETE06718:
OPERATOR BRANDON FOREST SERVICEl_3:
OPERATOR BRANDON FOREST SERVICE_3:
OPERATOR BRANDON FOREST SERVICE_4:
OPERATOR liB8NQQN EQBlI lBYIQll:
Elev ftRow1:
as aRow1:
50:
INP:
SocketRow1:
SM SM GMRow1:
as a:
50_2:
fill_64:
NP:
I_3:
Elev ftRow1_2:
LegendRow1:
SM SM_2:
brownslmolst SILTY SAND:
undefined_59:
3Row1:
iRow1:
cRow1:
cvn_2:
3cvn:
icvn:
ccvn:
Elev ftRow1_3:
f iRow1:
590:
NP_2:
i18:
BagRow1:
SM SMRow1:
f iBuH:
90BuH:
5BuH:
NPBuH:
75BuH:
18BuH:
iBuH:
Elev ftRow1_4:
ESil TY SAND WGRAVEL brownmoist 10 cobbles boulders up to 12:
i 3:
15:
BucketRow1_2:
SMRow1_2:
E:
fill_70:
i 3_2:
15_2:
Type of Sample:
2024-09-19T12:08:25-0600
STEVEN ONEIL
2024-09-19T15:14:52-0600
JOSEPH RECHSTEINER
2024-09-19T15:18:26-0600
KEVIN WRIGHT
2024-10-17T16:43:16-0600
KEVIN BOURNE

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