HDD PA-YO RR (S-A22)
|
|
- Shon Johns
- 6 years ago
- Views:
Transcription
1 HDD PA-YO RR (S-A22) Given the design, the threat of inadvertent return has been reduced to the maximum extent practicable and in this case that threat is considered to be low. Implementing this design, along with adherence to the Pennsylvania Pipeline Project Inadvertent Return Contingency Plan will ensure inadvertent impacts, if they were to occur, are also minimized to the maximum extent. The drill will enter/exit 840 feet from the western edge of the Susquehanna River (S-A22) and enter/exit 1,030 feet from the eastern edge. The drill will pass 75 below the river. The geotechnical results, as well as other data points, were used to determine the entry/exit angles, and depths to pass through the best substrates while maintaining the pipe integrity (e.g., no large bends). According to the geotechnical report primary substrates being drilled through are sandstone beneath layers of silt and clays. Based on the geotechnical report and the drill profile minimal inadvertent returns are expected. Due to the river width additional inspection is recommended to observe for inadvertent returns.
2 P M DAUPHIN COUNTY, PA YORK COUNTY, PA PA-YO PULLBACK ALONG ROW HDD EXIT/ENTRY N W N W N W SUNOCO EASEMENT LIMITS - NOT LOD MATCHLINE STA. SEE PA-YO RRa GEOTECH SB-01 APPROXIMATE LOCATION EXISTING COLUMBIA GAS PIPELINE CLEARING ROW ONLY FEET YORK COUNTY, PENNSYLVANIA - FAIRVIEW TOWNSHIP DAUPHIN COUNTY, PENNSYLVANIA - LOWER SWATARA TOWNSHIP S2-0280B GEOTECH SB-01 -NG EL. 487' 600 HDD EXIT/ENTRY EL.408' PA-YO OVERHEAD POWER EDGE OF WETLAND BB1 EDGE OF WETLAND BB1 EDGE OF SUSQUEHANNA RIVER S-A PLAN VIEW PROFILE VIEW LEGEND PERMANENT ROW TEMPORARY CONSTRUCTION ROW TEMPORARY WORKSPACE TEMPORARY ACCESS ROAD PERMANENT ACCESS ROAD SPOIL SPACE ONLY PROPOSED HDD HDD ENTRY-EXIT PEM WETLANDS PSS WETLANDS PFO WETLANDS 600 -TOPSOIL (0' - 0.2') -ML (2.0' - 9.0') -SM (9.0' ') -GROUNDWATER (13.0') -SM (14.0' ') 12 GRADE APPROXIMATE BEDROCK -SANDSTONE (20.0' ') -COMPLETION DEPTH EL. 465' NOTE: REFER TO TEST BORING LOG S FOR COMPLETE SOIL MATERIAL DESCRIPTION STA EL. 326' 240' 88' 76' R=0' L=684' S=698' STA EL. 206' 4295' DESIGN AND CONSTRUCTION: 1. CONTRACTOR SHALL FIELD VERIFY DEPTH OF ALL EXITING UTILITIES SHOWN OR NOT SHOWN ON THIS DRAWING. 2. THE MINIMUM SEPARATION DISTANCE FROM EXISTING SUBSURFACE UTILITIES SHALL NOT BE LESS THAN 10 FEET AS MEASURED FROM THE OUTSIDE EDGE OF THE UTILITY TO OUTSIDE OF PROPOSED PIPELINE. 3. DESIGNED IN ACCORDANCE WITH CFR & ASME B CROSSING PIPE SPECIFICATION: HDD HORZ. LENGTH (L=): 5843' HDD PIPE LENGTH (S=): 5885' 20" x 0.456" W.T., X-65, API5L, PSL2, ERW, BFW COATING: MILS FBE WITH 40 MILS MIN. ARO (POWERCRETE R95) 5. INTERNAL DESIGN PRESSURE 1480 PSIG (SEAM FACTOR 1.0, DESIGN FACTOR 0.50 (HOOP STRESS)). 6. INSTALLATION METHOD: HORIZONTAL DIRECTIONAL DRILL (HDD). 7. PIPELINE WARNING MARKERS SHALL BE INSTALLED ON BOTH SIDES OF ALL ROAD, RAILWAY, AND STREAM CROSSINGS. 8. CARRIER PIPE NOT ENCASED. 9. PIPE / AMBIENT TEMPERATURE MUST BE NO LESS THAN 30 F DURING PULLBACK WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. 10. CONDUCT 4-HOUR PRE-INSTALLATION HYDROTEST OF HDD PIPE STRING TO MINIMUM 1850 PSIG. 11. PIPELINE AND CROSSING TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH LAST APPROVED AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIATION SPECIFICATIONS FOR PIPELINES CONVEYING FLAMMABLE AND NON-FLAMMABLE SUBSTANCES. 12. BLASTING NOT PERMITTED. 13. SEE SUNOCO PENNSYLVANIA PIPELINE PROJECT ESRI WEBMAP FOR ACCESS ROAD ALIGNMENT. NOTES 1. ALL COORDINATES SHOWN ARE IN LATITUDE AND LONGITUDE. ALL MSL ELEVATIONS ARE NAD83 2. STATIONING IS BASED ON HORIZONTAL DISTANCES. 3. ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE, LP ARE NOT RESPONSIBLE FOR LOCATION OF FOREIGN UTILITIES SHOWN IN PLOT PLAN OR PROFILE. THE INFORMATION SHOWN HEREON IS FURNISHED WITHOUT LIABILITY ON THE PART OF ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE, LP, FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN. 4. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. CONTACT ONE CALL AT 811 PRIOR TO DIGGING. 5. SUNOCO EMERGENCY HOTLINE NUMBER IS # ES-4.20 SHEET 13 TO ES-4.04 REF. DRAWING TO SHEET 2 EROSION & SEDIMENT PLAN AERIAL SITE PLAN DWG NO DWG NO DESCRIPTION REVISIONS EP2 REVISED PER PADEP COMMENTS RECEIVED MRS 09/30/16 RMB 09/30/16 AAW 09/30/16 EP1 REVISED PER PADEP COMMENTS MRS 05/17/16 RMB 05/17/16 AAW 05/17/16 EP JTW 03/15/16 RMB 03/15/16 AAW 03/15/16 B ISSUED FOR BID DLM 07/31/15 RMB 07/31/15 AAW 07/31/15 A ISSUED FOR REVIEW RTT 02/18/15 RMB 02/18/15 AAW 02/18/15 NO. DESCRIPTION BY DATE CHK DATE APP DATE Sunoco Logistics Partners L.P. SUNOCO PIPELINE, L.P. 20-INCH HORIZONTAL DIRECTIONAL DRILL PENNSYLVANIA PIPELINE PROJECT 1"=250' PA-YO RRb
3 PA-DA PA-DA DAUPHIN COUNTY, PA YORK COUNTY, PA PA-DA MATCHLINE STA. SEE PA-YO RRb SUNOCO EASEMENT LIMITS - NOT LOD EXISTING PIPELINE BUCKEYE N W GEOTECH SB-03 HDD ENTRY/EXIT N W EXISTING PIPELINE BUCKEYE FEET 600 CL SUSQUEHANNA RIVER S-A PA-YO YORK COUNTY, PENNSYLVANIA - FAIRVIEW TOWNSHIP DAUPHIN COUNTY, PENNSYLVANIA - LOWER SWATARA TOWNSHIP S2-0280A GEOTECH SB-03 -NG EL. 308' PLAN VIEW PROFILE VIEW EDGE OF S-A EDGE OF WETLAND A18 EDGE OF WETLAND A18 BUCKEYE PIPELINE 7+37 ACCESS ROAD 5+00 EXISTING PIPELINE SUNOCO SUNOCO PIPELINE 3+77 OVERHEAD POWER PA-DA OVERHEAD POWER 2+02 BUCKEYE PIPELINE 1+02 GEOTECH SB , 61' RT HDD ENTRY/EXIT 0+00 EL.309' LEGEND PERMANENT ROW TEMPORARY CONSTRUCTION ROW TEMPORARY WORKSPACE TEMPORARY ACCESS ROAD PERMANENT ACCESS ROAD SPOIL SPACE ONLY PROPOSED HDD HDD ENTRY-EXIT PEM WETLANDS PSS WETLANDS PFO WETLANDS 600 -FILL (0.0' ') -CL (14.7' ') 500 -SILTSTONE \ SANDSTONE (37.0' ') -MAROON SANDSTONE (43.2' ') -COMPLETION DEPTH EL. 255' NOTE: REFER TO TEST BORING LOG S FOR COMPLETE SOIL MATERIAL DESCRIPTION APPROXIMATE BEDROCK 73' 77' GRADE 82' STA EL. 206' R=0' L=551' S=559' 59' STA EL. 283' 16' 91' ' DESIGN AND CONSTRUCTION: 1. CONTRACTOR SHALL FIELD VERIFY DEPTH OF ALL EXITING UTILITIES SHOWN OR NOT SHOWN ON THIS DRAWING. 2. THE MINIMUM SEPARATION DISTANCE FROM EXISTING SUBSURFACE UTILITIES SHALL NOT BE LESS THAN 10 FEET AS MEASURED FROM THE OUTSIDE EDGE OF THE UTILITY TO OUTSIDE OF PROPOSED PIPELINE. 3. DESIGNED IN ACCORDANCE WITH CFR & ASME B CROSSING PIPE SPECIFICATION: HDD HORZ. LENGTH (L=): 5843' HDD PIPE LENGTH (S=): 5885' 20" x 0.456" W.T., X-65, API5L, PSL2, ERW, BFW COATING: MILS FBE WITH 40 MILS MIN. ARO (POWERCRETE R95) 5. INTERNAL DESIGN PRESSURE 1480 PSIG (SEAM FACTOR 1.0, DESIGN FACTOR 0.50 (HOOP STRESS)). 6. INSTALLATION METHOD: HORIZONTAL DIRECTIONAL DRILL (HDD). 7. PIPELINE WARNING MARKERS SHALL BE INSTALLED ON BOTH SIDES OF ALL ROAD, RAILWAY, AND STREAM CROSSINGS. 8. CARRIER PIPE NOT ENCASED. 9. PIPE / AMBIENT TEMPERATURE MUST BE NO LESS THAN 30 F DURING PULLBACK WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. 10. CONDUCT 4-HOUR PRE-INSTALLATION HYDROTEST OF HDD PIPE STRING TO MINIMUM 1850 PSIG. 11. PIPELINE AND CROSSING TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH LAST APPROVED AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIATION SPECIFICATIONS FOR PIPELINES CONVEYING FLAMMABLE AND NON-FLAMMABLE SUBSTANCES. 12. BLASTING NOT PERMITTED. 13. SEE SUNOCO PENNSYLVANIA PIPELINE PROJECT ESRI WEBMAP FOR ACCESS ROAD ALIGNMENT. NOTES 1. ALL COORDINATES SHOWN ARE IN LATITUDE AND LONGITUDE. ALL MSL ELEVATIONS ARE NAD83 2. STATIONING IS BASED ON HORIZONTAL DISTANCES. 3. ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE, LP ARE NOT RESPONSIBLE FOR LOCATION OF FOREIGN UTILITIES SHOWN IN PLOT PLAN OR PROFILE. THE INFORMATION SHOWN HEREON IS FURNISHED WITHOUT LIABILITY ON THE PART OF ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE, LP, FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN. 4. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. CONTACT ONE CALL AT 811 PRIOR TO DIGGING. 5. SUNOCO EMERGENCY HOTLINE NUMBER IS # ES-4.20 SHEET 13 TO ES-4.04 REF. DRAWING TO SHEET 2 EROSION & SEDIMENT PLAN AERIAL SITE PLAN DWG NO DWG NO DESCRIPTION REVISIONS EP2 REVISED PER PADEP COMMENTS RECEIVED MRS 09/30/16 RMB 09/30/16 AAW 09/30/16 EP1 REVISED PER PADEP COMMENTS MRS 05/17/16 RMB 05/17/16 AAW 05/17/16 EP JTW 11/13/15 RMB 11/13/15 AAW 11/13/15 C ADDED GEOTECH INFO MRS 09/17/15 RMB 09/17/15 AAW 09/17/15 B ISSUED FOR BID DLM 07/31/15 RMB 07/31/15 AAW 07/31/15 A ISSUED FOR REVIEW RTT 02/18/15 RMB 02/18/15 AAW 02/18/15 NO. DESCRIPTION BY DATE CHK DATE APP DATE Sunoco Logistics Partners L.P. SUNOCO PIPELINE, L.P. 20-INCH HORIZONTAL DIRECTIONAL DRILL PENNSYLVANIA PIPELINE PROJECT 1"=250' PA-YO RRa
4 P M DAUPHIN COUNTY, PA YORK COUNTY, PA PA-YO GEOTECH SB-01 APPROXIMATE LOCATION HDD ENTRY / EXIT N W N W N W SUNOCO EASEMENT LIMITS - NOT LOD MATCHLINE STA. SEE PA-YO RRa PULLBACK ALONG ROW EXISTING COLUMBIA GAS PIPELINE CLEARING ROW ONLY FEET YORK COUNTY, PENNSYLVANIA - FAIRVIEW TOWNSHIP DAUPHIN COUNTY, PENNSYLVANIA - LOWER SWATARA TOWNSHIP S2-0280B-16 GEOTECH SB-01 -NG EL. 487' -TOPSOIL (0' - 0.2') HDD ENTRY / EXIT EL.406' PA-YO OVERHEAD POWER EDGE OF WETLAND BB1 EDGE OF WETLAND BB1 EDGE OF SUSQUEHANNA RIVER S-A PLAN VIEW PROFILE VIEW LEGEND PERMANENT ROW TEMPORARY CONSTRUCTION ROW TEMPORARY WORKSPACE TEMPORARY ACCESS ROAD PERMANENT ACCESS ROAD SPOIL SPACE ONLY PROPOSED HDD HDD ENTRY-EXIT PEM WETLANDS PSS WETLANDS PFO WETLANDS -ML (2.0' - 9.0') 12 -SM (9.0' ') -GROUNDWATER (13.0') -SM (14.0' ') -SANDSTONE (20.0' ') -COMPLETION DEPTH EL. 465' NOTE: REFER TO TEST BORING LOG S FOR COMPLETE SOIL MATERIAL DESCRIPTION FEET VERTICAL SCALE NOTES ALL COORDINATES SHOWN ARE IN LATITUDE AND LONGITUDE. ALL MSL ELEVATIONS ARE NAD83 2. STATIONING IS BASED ON HORIZONTAL DISTANCES. 3. ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE, LP ARE NOT RESPONSIBLE FOR LOCATION OF FOREIGN UTILITIES SHOWN IN PLOT PLAN OR PROFILE. THE INFORMATION SHOWN HEREON IS FURNISHED WITHOUT LIABILITY ON THE PART OF ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE, LP, FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN. 4. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. CONTACT ONE CALL AT 811 PRIOR TO DIGGING. 5. SUNOCO EMERGENCY HOTLINE NUMBER IS # TO ES ' REF. DRAWING TO SHEET EROSION & SEDIMENT PLAN AERIAL SITE PLAN DWG NO DWG NO DESCRIPTION ' R=1600' L=332' S=335' DESIGN AND CONSTRUCTION: 1. CONTRACTOR SHALL FIELD VERIFY DEPTH OF ALL EXITING UTILITIES SHOWN OR NOT SHOWN ON THIS DRAWING. 2. THE MINIMUM SEPARATION DISTANCE FROM EXISTING SUBSURFACE UTILITIES SHALL NOT BE LESS THAN 10 FEET AS MEASURED FROM THE OUTSIDE EDGE OF THE UTILITY TO OUTSIDE OF PROPOSED PIPELINE. 3. DESIGNED IN ACCORDANCE WITH CFR & ASME B CROSSING PIPE SPECIFICATION: HDD HORZ. LENGTH (L=): 5800' HDD PIPE LENGTH (S=): 5830' 16" x 0.438" W.T., X-70, API5L, PSL2, ERW, BFW COATING: MILS FBE WITH 40 MILS MIN. ARO (POWERCRETE R95) ES-4.20 SHEET GRADE STA EL. 239' STA EL. 204' REVISIONS INTERNAL DESIGN PRESSURE 1480 PSIG (SEAM FACTOR 1.0, DESIGN FACTOR 0.50 (HOOP STRESS)). 6. INSTALLATION METHOD: HORIZONTAL DIRECTIONAL DRILL (HDD). 7. PIPELINE WARNING MARKERS SHALL BE INSTALLED ON BOTH SIDES OF ALL ROAD, RAILWAY, AND STREAM CROSSINGS. 8. CARRIER PIPE NOT ENCASED. 9. PIPE / AMBIENT TEMPERATURE MUST BE NO LESS THAN 30 F DURING PULLBACK WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. 10. CONDUCT 4-HOUR PRE-INSTALLATION HYDROTEST OF HDD PIPE STRING TO MINIMUM 1850 PSIG. NO. DESCRIPTION BY DATE CHK DATE APP EP2 REVISED PER PADEP COMMENTS RECEIVED MRS 10/07/16 RMB 10/07/16 AAW 10/07/16 EP1 REVISED PER PADEP COMMENTS MRS 05/17/16 RMB 05/17/16 AAW 05/17/16 EP JTW 03/15/16 RMB 03/15/16 AAW 03/15/16 A ISSUED FOR REVIEW MRS 08/14/15 RMB 08/14/15 AAW 08/14/15 DATE 1700' PIPELINE AND CROSSING TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH LAST APPROVED AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIATION SPECIFICATIONS FOR PIPELINES CONVEYING FLAMMABLE AND NON-FLAMMABLE SUBSTANCES. 12. BLASTING NOT PERMITTED. 13. SEE SUNOCO PENNSYLVANIA PIPELINE PROJECT ESRI WEBMAP FOR ACCESS ROAD ALIGNMENT. Sunoco Logistics Partners L.P SUNOCO PIPELINE, L.P. 16-INCH HORIZONTAL DIRECTIONAL DRILL PENNSYLVANIA PIPELINE PROJECT 1"=250' PA-YO RRb-16
5 PA-DA PA-DA DAUPHIN COUNTY, PA YORK COUNTY, PA PA-DA MATCHLINE STA. SEE PA-YO RRb SUNOCO EASEMENT LIMITS - NOT LOD EXISTING PIPELINE BUCKEYE N W GEOTECH SB-03 HDD ENTRY / EXIT N W N W FEET CL SUSQUEHANNA RIVER S-A PA-YO YORK COUNTY, PENNSYLVANIA - FAIRVIEW TOWNSHIP DAUPHIN COUNTY, PENNSYLVANIA - LOWER SWATARA TOWNSHIP S2-0280A-16 GEOTECH SB-03 -NG EL. 308' -FILL (0.0' ') PLAN VIEW PROFILE VIEW EDGE OF SUSQUEHANNA RIVER S-A EDGE OF WETLAND A18 EDGE OF WETLAND A18 BUCKEYE PIPELINE 6+73 N W EXISTING PIPELINE SUNOCO SUNOCO PIPELINE 3+35 OVERHEAD ELECTRIC OVERHEAD ELECTRIC 1+63 EXISTING PIPELINE BUCKEYE PA-DA BUCKEYE PIPELINE 0+62 GEOTECH SB , 50' RT HDD ENTRY / EXIT 0+00 EL.308' LEGEND PERMANENT ROW TEMPORARY CONSTRUCTION ROW TEMPORARY WORKSPACE TEMPORARY ACCESS ROAD PERMANENT ACCESS ROAD SPOIL SPACE ONLY PROPOSED HDD HDD ENTRY-EXIT PEM WETLANDS PSS WETLANDS PFO WETLANDS -CL (14.7' ') 12 -SILTSTONE \ SANDSTONE (37.0' ') -MAROON SANDSTONE (43.2' ') -COMPLETION DEPTH EL. 255' NOTE: REFER TO TEST BORING LOG S FOR COMPLETE SOIL MATERIAL DESCRIPTION ' 79' GRADE 60' 40' 13' APPROXIMATE BEDROCK 300 R=1600' L=333' 2341' S=335' STA STA EL. 239' EL. 204' 333' FEET VERTICAL SCALE NOTES ALL COORDINATES SHOWN ARE IN LATITUDE AND LONGITUDE. ALL MSL ELEVATIONS ARE NAD83 2. STATIONING IS BASED ON HORIZONTAL DISTANCES. 3. ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE, LP ARE NOT RESPONSIBLE FOR LOCATION OF FOREIGN UTILITIES SHOWN IN PLOT PLAN OR PROFILE. THE INFORMATION SHOWN HEREON IS FURNISHED WITHOUT LIABILITY ON THE PART OF ROONEY ENGINEERING, INC. AND SUNOCO PIPELINE, LP, FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN. 4. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. CONTACT ONE CALL AT 811 PRIOR TO DIGGING. 5. SUNOCO EMERGENCY HOTLINE NUMBER IS # REF. DRAWING EROSION & SEDIMENT PLAN AERIAL SITE PLAN DESIGN AND CONSTRUCTION: 1. CONTRACTOR SHALL FIELD VERIFY DEPTH OF ALL EXITING UTILITIES SHOWN OR NOT SHOWN ON THIS DRAWING. 2. THE MINIMUM SEPARATION DISTANCE FROM EXISTING SUBSURFACE UTILITIES SHALL NOT BE LESS THAN 10 FEET AS MEASURED FROM THE OUTSIDE EDGE OF THE UTILITY TO OUTSIDE OF PROPOSED PIPELINE. 3. DESIGNED IN ACCORDANCE WITH CFR & ASME B CROSSING PIPE SPECIFICATION: HDD HORZ. LENGTH (L=): 5800' HDD PIPE LENGTH (S=): 5830' 16" x 0.438" W.T., X-70, API5L, PSL2, ERW, BFW COATING: MILS FBE WITH 40 MILS MIN. ARO (POWERCRETE R95) ES-4.20 SHEET 13 TO ES-4.04 TO SHEET 2 DWG NO DWG NO DESCRIPTION REVISIONS INTERNAL DESIGN PRESSURE 1480 PSIG (SEAM FACTOR 1.0, DESIGN FACTOR 0.50 (HOOP STRESS)). 6. INSTALLATION METHOD: HORIZONTAL DIRECTIONAL DRILL (HDD). 7. PIPELINE WARNING MARKERS SHALL BE INSTALLED ON BOTH SIDES OF ALL ROAD, RAILWAY, AND STREAM CROSSINGS. 8. CARRIER PIPE NOT ENCASED. 9. PIPE / AMBIENT TEMPERATURE MUST BE NO LESS THAN 30 F DURING PULLBACK WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. 10. CONDUCT 4-HOUR PRE-INSTALLATION HYDROTEST OF HDD PIPE STRING TO MINIMUM 1850 PSIG EP2 REVISED PER PADEP COMMENTS RECEIVED MRS 10/07/16 RMB 10/07/16 AAW 10/07/16 EP1 REVISED PER PADEP COMMENTS MRS 05/17/16 RMB 05/17/16 AAW 05/17/16 EP JTW 11/13/15 RMB 11/13/15 AAW 11/13/15 B ADDED GEOTECH INFO MRS 09/17/15 RMB 09/17/15 AAW 09/17/15 A ISSUED FOR REVIEW MRS 08/14/15 RMB 08/14/15 AAW 08/14/15 NO. DESCRIPTION BY DATE CHK DATE APP 8+00 DATE PIPELINE AND CROSSING TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH LAST APPROVED AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIATION SPECIFICATIONS FOR PIPELINES CONVEYING FLAMMABLE AND NON-FLAMMABLE SUBSTANCES. 12. BLASTING NOT PERMITTED. 13. SEE SUNOCO PENNSYLVANIA PIPELINE PROJECT ESRI WEBMAP FOR ACCESS ROAD ALIGNMENT. Sunoco Logistics Partners L.P SUNOCO PIPELINE, L.P. 16-INCH HORIZONTAL DIRECTIONAL DRILL PENNSYLVANIA PIPELINE PROJECT 1"=250' PA-YO RRa-16
6 TB 02 LEGEND: Geotechnical Soil Boring (SB) Locations GEOTECHNICAL BORING LOCATIONS HDD S YORK COUNTY, FAIRVIEW TOWNSHIP, AND DAUPHIN COUNTY, LOWER SWATARA TOWHSHIP, PA SUNOCO PENNSYLVANIA PIPELINE PROJECT
7 TETRA TECH 240 Continental Drive, Suite Newark, Delaware fax: Project Name: SUNOCO PENNSYLVANIA PIPELINE PROJECT Project No.: 103IP3406 Project Location: WHITE HOUSE LAND, HIGHSPIRE, PA (HARRISBURG AIRPORT PROPERTY) Page 1 of 1 HDD No.: S Dates(s) Drilled: Inspector: E. WATT Boring No.: SB-01 Drilling Method: SPT - ASTM D1586 Driller: S. HOFFER TEST BORING LOG Drilling Contractor: HAD DRILLING Groundwater Depth (ft): 13.0 Total Depth (ft): 21.7 Sample Sample Depth (ft) Strata Depth (ft) Strata Description of Materials 6" Increment Blows * No. N From To From To (USCS) Recov. (in) TOPSOIL (24") ML MOTTLED ORANGE AND REDDISH BROWN SILT WITH A LITTLE FINE SAND SM DARK GRAY FINE TO MEDIUM SAND WITH SOME SILT DR WEAHERED TO A GREENISH BROWN, GRAY, AND REDDISH BRWN FINE SAND AND SILT, TRACE FINE GRAVEL. SM DR WEATHERED TO A VARI-COLORED (GRAY, BROWN, WHITE) FINE 2 50/6" > TO MEDIUM SAND WITH SOME SILT GRAY AND BROWN MEDIUM TO COARSE SAND AND FINE TO COARSE 50/2" 21.7 SANDSTONE GRAVEL (PARTIALLY WEATHERED SANDSTONE). STARTED GRINDING AT 20'. AUGER REFUSAL AT 21.5'. WET ON SPOON AT 13'. WATER LEVEL THROUGH AUGERS AT 14.5'. CAVED AT 10', WATER LEVEL ON CAVE AT 4'. Notes/Comments: Pocket Pentrometer Testing S1: 2.5 TSF DR: DECOMPOSED ROCK Strata (USCS) Designations are approximated based on visual review, except where indicated in Description of Materials. * Number of blows of 140 lb. Hammer dropped 30 in. required to drive 2 in. split-spoon sampler in 6 in. increments. N: Number of blows to drive spoon from 6" to 18" interval.
8 TETRA TECH 240 Continental Drive, Suite Newark, Delaware fax: Project Name: SUNOCO PENNSYLVANIA PIPELINE PROJECT Project No.: 103IP3406 Project Location: WHITE HOUSE LAND, HIGHSPIRE, PA (HARRISBURG AIRPORT PROPERTY) Page 1 of 2 HDD No.: S Dates(s) Drilled: 11-05/06-14 Inspector: E. WATT Boring No.: SB-03 Drilling Method: SPT - ASTM D1586 Driller: S. HOFFER Drilling Contractor: HAD DRILLING Groundwater Depth (ft): NOT ENCOUNTERED Total Depth (ft): 53.0 Sample Sample Depth (ft) Strata Depth (ft) Strata Description of Materials 6" Increment Blows * No. N From To From To (USCS) Recov. (in) DARK GRAY TO BLACK SILT AND FINE TO MEDIUM SAND WITH A LITTLE GRAVEL AND COAL (FILL) HISTORIC FILL (ML/SM) NO DISCERNABLE TOPSOIL DARK GRAY TO BLACK SILT AND FINE TO MEDIUM SAND WITH A LITTLE GRAVEL AND COAL (FILL) DARK GRAY TO BLACK SILT AND FINE TO MEDIUM SAND WITH A LITTLE WH GRAVEL AND COAL (FILL) MOTTLED GRAY AND BROWN SILTY CLAY, TRACE FINE SAND, AND A TRACE FINE GRAVEL (USCS: CL) REDDISH BROWN TO MAROON SILTY CLAY WITH A LITTLE FINE SAND, AND A LITTLE FINE GRAVEL. CL DR WEATHERED TO A REDDISH BROWN MICACEOUS SILTY CLAY, >50 TRACE FINE SAND, AND TRACE UNWEATHERED GRAVEL. TEST BORING LOG DR WEATHERED TO A REDDISH BROWN SILTY CLAY WITH A LITTLE TO /5" 37.0 SOME FINE SAND, TRACE UNWEATHERED FINE GRAVEL (USCS: CL) WEATHERED REDDISH BROWN SILTSTONE /2" PARTIALLY WEATHERED MAROON SANDSTONE. 50/2" SEE PAGE 2 FOR ROCK CORE DATA Notes/Comments: Pocket Pentrometer Testing S4: 3.5 TSF S5: 2 TSF DR: DECOMPOSED ROCK Strata (USCS) Designations are approximated based on visual review, except where indicated in Description of Materials. * Number of blows of 140 lb. Hammer dropped 30 in. required to drive 2 in. split-spoon sampler in 6 in. increments. N: Number of blows to drive spoon from 6" to 18" interval.
9 TETRA TECH 240 Continental Drive, Suite Newark, Delaware fax: Project Name: SUNOCO PENNSYLVANIA PIPELINE PROJECT Project No.: 103IP3406 Project Location: WHITE HOUSE LAND, HIGHSPIRE, PA (HARRISBURG AIRPORT PROPERTY) Page 2 of 2 HDD No.: S Dates(s) Drilled: 11-05/06-14 Inspector: E. WATT Boring No.: SB-03 Drilling Method: SPT - ASTM D1586 Driller: S. HOFFER TEST BORING LOG Drilling Contractor: HAD DRILLING Groundwater Depth (ft): NOT ENCOUNTERED Total Depth (ft): 53.0 Sample Sample Depth (ft) Strata Depth (ft) Strata Description of Materials 6" Increment Blows * No. N From To From To (USCS) Recov. (in) ROCK CORING RUN MAROON SANDSTONE. ANGLED FRACTURE TO 44.73, FRAC. ZONE TO CONGOMERATE LENSE. REDDISH BROWN SANDSTONE, ANGLED FRACTURES , FRACTURE ZONE CALCITE VEIN CONGOMERATE LENSE. REDDISH BROWN SANDSTONE. MECHANCICAL BREAK 47.63, FRAC. ZONE TO TCR: 96%, SCR: 83%, RQD: 72% RUN ROCK REDDISH BROWN SANDSTONE, FRAC. ZONE , ANGLED FRAC CONGLOMERATE LENS, ANGLED FRAC RB SANDSTONE, FRAC. 50.2, ANGLED FRAC , , FRAC MAROON SANDSTONE. CONGLOMERATE LENS, FRAC. 52.0, ANGLED FRAC MAROON SANDSTONE CONGLOMERATE LENS, ANGLED FRAC MAROON SANDSTONE TCR: 90%, SCR: 57%, RQD: 48% CORE TESTING RESULTS (DEPTH 49'): COMPRESSIVE STRENGTH: 13,090 PSI UNIT WEIGHT: PCF CAVED AT 41', DRY. Notes/Comments: Pocket Pentrometer Testing Strata (USCS) Designations are approximated based on visual review, except where indicated in Description of Materials. * Number of blows of 140 lb. Hammer dropped 30 in. required to drive 2 in. split-spoon sampler in 6 in. increments. N: Number of blows to drive spoon from 6" to 18" interval.
10 GEOTECHNICAL LABORATORY TESTING SUMMARY SUNOCO PENNSYLVANIA PIPELINE PROJECT HDD S Test Water Percent Atterburg Limits (ASTM D4318) USCS HDD Boring Sample Depth of Sample (ft.) Content, % Silts/Clays, % Liquid Plastic Plasticity Classif. No. No. No. From To (ASTM D2216) (ASTM D1140) Limit, % Limit, % Index, % (ASTM D2487) SB S CL SB CL Rock Core Testing Results Boring Core Approximate Compressive Unit No. Run Depth (ft) Strength (psi) Weight (pcf) SB , Notes: 1) Sample depths based on feet below grade at time of exploration. Tetra Tech Newark, Delaware
11 REGIONAL GEOLOGY SUMMARY SUNOCO PENNSYLVANIA PIPELINE PROJECT HDD S HDD No. NAME BORING NO. REGIONAL GEOLOGY DESCRIPTION GENERAL TOPOGRAPHIC SETTING APPROX MAX BEDROCK FORMATION GENERAL ROCK TYPE FM THICKNESS (FT) DEPTH TO ROCK (Ft bgs) based on nearby well drilling logs NOTES / COMMENTS S Susquehanna River SB 01 SB 02 SB 03 Gettysburg Fm reddish brown to maroon silty mudstone and shale and soft, red brown, medium to finegrained sandstone, with minor amounts of yellowish brown shale and sandstone and thin beds of impure limestone. Upland to river bank Floodplain, Lowland, W. bank of river Lowland, W. of RR tracks Gettysburg Fm Silty mudstone shalesandstone w/ some impure limestone 16, Note : Source of well log data All other sources as referenced in comments section. Tetra Tech, Inc. Newark, Delaware
12 ROCK CORE DESCRIPTION SUMMARY SUNOCO PENNSYLVANIA PIPELINE PROJECT HDD S Core Depth (ft) Depth (ft) Bedding Location Boring No. Core Run From To TCR (%) SCR (%) RQD (%) From To Weathering Classification Thickness (ft) Color Discontinuity Data Slight Silty Sandstone Massive Red Moderate Conglomerate Laminar thin beds, well graded Red Single fracture, approximately 25 Near horizontal bedding S SB Slight Silty Sandstone Massive Red Occasional conglomerate lens, fractures ranging from 0 to 45, Avg Moderate Conglomerate Thin beds, less than 1" Red to dark red Bedding dip approximately 28 ; few fractures along bedding surfaces Tetra Tech, Inc. Newark, Delaware
13 FIELD DESCRIPTION AND LOGGING SYSTEM FOR SOIL EXPLORATION GRANULAR SOILS (Sand, Gravel & Combinations) Density Very Loose Loose 6 to 10 Medium Dense 11 to 30 N (blows)* 5 or less Dense 31to 50 Very Dense 51 or more Relative Proportions Description Term Percent Trace 1-10 Little Some And Particle Size Identification Boulders 8 in. diameter or more Cobbles 3 to 8 in. diameter Gravel Coarse (C) 3 in. to ¾ in. sieve Fine (F) ¾ in. to No. 4 sieve Sand Coarse (C) No. 4 to No. 10 sieve (4.75mm-2.00mm) Medium (M) No. 10 to No. 40 sieve (2.00mm 0.425mm) Fine (F) No. 40 to No. sieve ( mm) Silt/Clay Less Than a No. sieve (<0.074mm) COHESIVE SOILS (Silt, Clay & Combinations) Consistency Very Soft Soft 4 to 5 Medium Stiff 6 to 10 Stiff 11 to 15 N (blows)* 3 or less Very Stiff 16 to 30 Hard 31 or more Plasticity Degree of Plasticity Plasticity Index None to Slight 0-4 Slight 5-7 Medium 8-22 High to Very High > 22 ROCK (Rock Cores) Rock Quality Designation (RQD), % Rock Quality Descripti on 0-25 Very Poor Poor Fair Good Excellent *N - Standard Penetration Resistance. Driving a 2.0" O.D., 1-3/8" I.D. sampler a distance of 18 inches into undisturbed soil with a 140 pound hammer free falling a distance of 30.0 inches. The number of hammer blows to drive the sampler through each 6 inch interval is recorded; the number of blows required to drive the sampler through the final 12 inch interval is termed the Standard Penetration Resistance (SPR) N-value. For example, blow counts of 6/8/9 (through three 6-inch intervals) results in an SPR N-value of 17 (8+9). Groundwater observations were made at the times indicated. Groundwater elevations fluctuate throughout a given year, depending on actual field porosity and variations in seasonal and annual precipitation.
14
HDD PA-IN RD (W-N57 and W-N56)
HDD PA-IN-0048.0000-RD (W-N57 and W-N56) Given the design, the threat of inadvertent return has been reduced to the maximum extent practicable and in this case that threat is considered to be low. Implementing
More informationHDD PA-HU WX (MP-140)
HDD PA-HU-0020.0008-WX (MP-140) Given the design, the threat of inadvertent return has been reduced to the maximum extent practicable and in this case that threat is considered to be low. Implementing
More informationHDD PA-LA SR (S-K34, S-K35, PEM-K32)
HDD PA-LA-0004.0000-SR (S-K34, S-K35, PEM-K32) Given the design, the threat of inadvertent return has been reduced to the maximum extent practicable and in this case that threat is considered to be low.
More informationHDD PA-YO RR (S-A22)
HDD PA-YO-63.-RR (S-A22) Given the design, the threat of inadvertent return has been reduced to the maximum extent practicable and in this case that threat is considered to be low. Implementing this design,
More informationHDD PA-CH RD (W-Q76, S-Q83, W-Q77, and S-Q86)
HDD PA-CH-0088.0000-RD (W-Q76, S-Q83, W-Q77, and S-Q86) Given the design, the threat of inadvertent return has been reduced to the maximum extent practicable and based on geotechnical data, the threat
More informationHDD PA-CH RR (W-K18, W-K21, and AMTRAK railway)
HDD PA-CH-0256.0000-RR (W-K18, W-K21, and AMTRAK railway) Given the design, the threat of inadvertent return has been reduced to the maximum extent practicable and in this case that threat is considered
More informationHDD PA-CH RD (Devon Drive, Biddle Drive, and Shoen Road)
H PA-CH-0199.0000-R (evon rive, Biddle rive, and Shoen Road) Given the design, the threat of inadvertent return has been reduced to the maximum extent practicable and in this case that threat is considered
More informationAttachment A HDD Table York County
Attachment A HDD Table York County Drawing Name Drill Name County Township Drill Location Risk Assessment Level (Low / Medium / High) PA YO 0016.0000 RD.pdf Lewisberry Road York Fairview N: 40.192213 W:
More informationHORIZONTAL DIRECTIONAL DRILL ANALYSIS HORSE VALLEY ROAD CROSSING PADEP SECTION 105 PERMIT NO. E PA-PE RD & PA-PE-0002.
HORIZONTAL DIRECTIONAL DRILL ANALYSIS HORSE VALLEY ROAD CROSSING PADEP SECTION 105 PERMIT NO. E50-58 PA-PE-000.0000-RD & PA-PE-000.0000-RD-16 (SPLP HDD No. S-0157) HORSE VALLEY ROAD CROSSING PADEP SECTION
More informationProject: ITHACA-TOMPKINS REGIONAL AIRPORT EXPANSION Project Location: ITHACA, NY Project Number: 218-34 Key to Soil Symbols and Terms TERMS DESCRIBING CONSISTENCY OR CONDITION COARSE-GRAINED SOILS (major
More informationAPPENDIX C HYDROGEOLOGIC INVESTIGATION
Figure B-5.7 Figure B-5.8 Preliminary Geotechnical and Environmental Report Appendix C Hydrogeologic Investigation APPENDIX C HYDROGEOLOGIC INVESTIGATION December 21, 2011 WESTSIDE SUBWAY EXTENSION PROJECT
More informationCivil Engineering, Surveying and Environmental Consulting WASP0059.ltr.JLS.Mich Ave Bridge Geotech.docx
2365 Haggerty Road South * Canton, Michigan 48188 P: 734-397-3100 * F: 734-397-3131 * www.manniksmithgroup.com August 29, 2012 Mr. Richard Kent Washtenaw County Parks and Recreation Commission 2330 Platt
More informationB-1 BORE LOCATION PLAN. EXHIBIT Drawn By: 115G BROOKS VETERINARY CLINIC CITY BASE LANDING AND GOLIAD ROAD SAN ANTONIO, TEXAS.
N B-1 SYMBOLS: Exploratory Boring Location Project Mngr: BORE LOCATION PLAN Project No. GK EXHIBIT Drawn By: 115G1063.02 GK Scale: Checked By: 1045 Central Parkway North, Suite 103 San Antonio, Texas 78232
More informationPhoto 1 - Southerly view across 2700 parking lot toward existing building. Multi-residential building borders western side of property in upper right of view. Photo 2 - Southerly view across 2750 parking
More informationSOIL CLASSIFICATION CHART COARSE-GRAINED SOILS MORE THAN 50% RETAINED ON NO.200 SIEVE FINE-GRAINED SOILS 50% OR MORE PASSES THE NO.200 SIEVE PRIMARY DIVISIONS GRAVELS MORE THAN 50% OF COARSE FRACTION RETAINED
More informationAPPENDIX C. Borehole Data
APPENDIX C Borehole Data MAJOR DIVISIONS SOIL CLASSIFICATION CHART SYMBOLS GRAPH LETTER TYPICAL DESCRIPTIONS ADDITIONAL MATERIAL
More informationPRELIMINARY GEOTECHNICAL REPORT. State College Redevelopment State College Borough, Centre County, Pennsylvania. CMT Laboratories File No.
PRELIMINARY GEOTECHNICAL REPORT State College Redevelopment State College Borough, Centre County, Pennsylvania CMT Laboratories File No. 1638700 Prepared for: National Development Council One Battery Park
More informationB-1 SURFACE ELEVATION
5A 5B LOGGED BY El. S. Bhangoo DRILLING CONTRACTOR Pitcher Drilling DRILLING METHOD Rotary Wash BEGIN DATE 12-14-12 SAMPLER TYPE(S) AND SIZE(S) (ID) SPT, MC BOREHOLE BACKFILL AND COMPLETION COMPLETION
More informationProject No: 68R3056 Client: City of Frederick Project: RFQ 14-H Future North Side Water Tank City/State: 7516 Hayward Road, Frederick, MD
Boring: SB-1 (1 of 1) Moist, brown to orange brown CLAY and SILT, trace sand with fine weathered rock fragments. POSSIBLE FILL. Dry, orange brown sandy SILT trace clay (SM-ML). RESIDUAL SOIL : Not Surveyed
More informationIN SITU SPECIFIC GRAVITY VS GRAIN SIZE: A BETTER METHOD TO ESTIMATE NEW WORK DREDGING PRODUCTION
IN SITU SPECIFIC GRAVITY VS GRAIN SIZE: A BETTER METHOD TO ESTIMATE NEW WORK DREDGING PRODUCTION Nancy Case O Bourke, PE 1, Gregory L. Hartman, PE 2 and Paul Fuglevand, PE 3 ABSTRACT In-situ specific gravity
More information3.0 SUMMARY OF FINDINGS
AECOM 500 W Jefferson St. Suite 1600 Louisville, KY 40202 www.aecom.com 502-569-2301 tel 502-569-2304 fax October 17, 2018 Big Rivers Electric Corporation Sebree Generating Station 9000 Highway 2096 Robards,
More informationPRELIMINARY GEOTECHNICAL ENGINEERING REPORT. Proposed Re-Development 44 Old Worcester Road Charlton, Massachusetts. Prepared For:
PRELIMINARY GEOTECHNICAL ENGINEERING REPORT Proposed Re-Development 44 Old Worcester Road Charlton, Massachusetts Prepared For: Meridian Associates, Inc. 500 Cummings Center, Suite 5950 Beverly, Massachusetts
More informationDepth (ft) USCS Soil Description TOPSOIL & FOREST DUFF
Test Pit No. TP-6 Location: Latitude 47.543003, Longitude -121.980441 Approximate Ground Surface Elevation: 1,132 feet Depth (ft) USCS Soil Description 0 1.5 1.5 5.0 SM 5.0 8.0 SM Loose to medium dense,
More informationGEOTECHNICAL REPORT. Matanuska-Susitna Borough. Parks Highway Connections Museum Drive. Matanuska-Susitna Borough, Alaska.
Matanuska-Susitna Borough GEOTECHNICAL REPORT Parks Highway Connections Museum Drive Matanuska-Susitna Borough, Alaska March 2, 20 Prepared By: John Thornley, PE Geotechnical Engineer 333 Arctic Blvd.,
More informationENCE 3610 Soil Mechanics. Site Exploration and Characterisation Field Exploration Methods
ENCE 3610 Soil Mechanics Site Exploration and Characterisation Field Exploration Methods Geotechnical Involvement in Project Phases Planning Design Alternatives Preparation of Detailed Plans Final Design
More informationHorizontal Directional Drilling: An Approach to Design and Construction. Presenter: John Briand, PE Co-Author: Danielle Neamtu, PE
Horizontal Directional Drilling: An Approach to Design and Construction Presenter: John Briand, PE Co-Author: Danielle Neamtu, PE Presentation Outline General HDD overview Conceptual-level evaluation Detailed
More informationLEGEND ODOT CLASS. A-4b. A-6a. A-6b TOTAL VISUAL WEATHERED SANDSTONE VISUAL BORING LOCATION - PLAN VIEW
PROJECT THE PROJECT CONSISTS IN PART OF ACING TWO STRUCTURES, EASTBOUND AND WESTBOUND STRUCTURES, RESPECTIVELY FOR THE PROPOSED SR OVER BLUE ROAD (CR 9). THE TWO STRUCTURES AS ANNED, ARE SINGLE-SPAN STRUCTURES
More informationDATA REPORT GEOTECHNICAL INVESTIGATION GALVESTON CRUISE TERMINAL 2 GALVESTON, TEXAS
DATA REPORT GEOTECHNICAL INVESTIGATION GALVESTON CRUISE TERMINAL 2 GALVESTON, TEXAS SUBMITTED TO PORT OF GALVESTON 123 ROSENBERG AVENUE, 8TH FLOOR GALVESTON, TEXAS 77553 BY HVJ ASSOCIATES, INC. HOUSTON,
More informationGeotechnical Data Report
Geotechnical Data Report Downtown Greenville Future Conveyance Study December 1, 2015 Terracon Project No. 86155032 Prepared for: Prepared by: Terracon Consultants, Inc. December 1, 2015 561 Mauldin Road
More informationPLATE 6 FEB G r o v e l a n d F l o o d w a l l - B o r e h o l e M a p. Legend. Groveland Floodwall Boreholes. Contour Lines.
611 6 Defau FALS conto Conto DPLV lt Eurs20 01_to 3po Defau FALS conto Conto DPLV lt Eurs20 01_to 4po 612 Conto DPLV conto Defau FALS 01_to urs20 Elt po 5 Conto DPLV conto Defau FALS 01_to urs15 Elt po
More informationLEGEND ODOT CLASS A-3. A-3a. A-4a. A-6a. A-6b TOTAL VISUAL VISUAL VISUAL BORING LOCATION - PLAN VIEW
PROJECT THE PROJECT CONSISTS IN PART OF CONSTRUCTING A SINGLE-SPAN BRIDGE ON RELOCATED SHUMWAY HOOW ROAD OVER THE CSXT RAILROAD. THE STRUCTURE AS ANNED, IS A SINGLE-SPAN STRUCTURE WITH MSE WAS AT THE ABUTMENTS.
More informationM E M O R A N D U M. Mr. Jonathan K. Thrasher, P.E., Mr. Ian Kinnear, P.E. (FL) PSI
M E M O R A N D U M TO: FROM: Mr. Mark Schilling Gulf Interstate Engineering Mr. Jonathan K. Thrasher, P.E., Mr. Ian Kinnear, P.E. (FL) PSI DATE: November 11, 2014 RE: Summary of Findings Geotechnical
More informationPierce County Department of Planning and Land Services Development Engineering Section
Page 1 of 7 Pierce County Department of Planning and Land Services Development Engineering Section PROJECT NAME: DATE: APPLICATION NO.: PCDE NO.: LANDSLIDE HAZARD AREA (LHA) GEOLOGICAL ASSESSMENT REPORT
More informationGZA GeoEnvironmental, Inc.
GZA BORING NO.: GZ-1 SHEET: 1 of 1 PROJECT NO: 9.223. Drilling Co.: Geologic Type of Rig: Skid Boring Location: See Plan H. Datum: See Plan Rig Model: Mudline : Foreman: Ray Eastwood CME -.8 Final Boring
More informationTP-1 N61E 0 DARK BROWN SANDY SILT (ML) stiff, wet with roots (Disturbed Surficial Soil) DEPTH (FEET) 5 REDDISH BROWN SANDSTONE intensely fractured, weak to friable, deeply weathered, tight (Franciscan
More informationArdaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants
SUBSURFACE SOIL EXPLORATION 42-INCH FORCE MAIN REPLACEMENT CHIQUITA BOULEVARD S AND SW 34 TH STREET CAPE CORAL, LEE COUNTY, FLORIDA Ardaman & Associates, Inc. Geotechnical, Environmental and Materials
More informationHORIZONTAL DIRECTIONAL DRILL ANALYSIS ARCH BISHOP/SOUTH CHESTER ROAD CROSSING PADEP SECTION 105 PERMIT NO.: E PA-CH-0421.
HORIZONTAL DIRECTIONAL DRILL ANALYSIS ARCH BISHOP/SOUTH CHESTER ROAD CROSSING PADEP SECTION 05 PERMIT NO.: E5-86 PA-CH-04.0000-RD & PA-CH-04.0000-RD-6 (SPLP HDD No. S-054) ARCH BISHOP/SOUTH CHESTER ROAD
More informationATTACHMENT A PRELIMINARY GEOTECHNICAL SUMMARY
ATTACHMENT A PRELIMINARY GEOTECHNICAL SUMMARY Kevin M. Martin, P.E. KMM Geotechnical Consultants, LLC 7 Marshall Road Hampstead, NH 0384 603-489-6 (p)/ 603-489-8 (f)/78-78-4084(m) kevinmartinpe@aol.com
More informationGeotechnical Engineering Report
Geotechnical Engineering Report Turner Turnpike Widening Bridge B Bridge Crossing: South 257 th West Avenue Creek County, Oklahoma June 1, 2016 Terracon Project No. 04155197 Prepared for: Garver, LLC Tulsa,
More informationPreliminary Geotechnical Investigation Cadiz / Trigg County I-24 Business Park. Cadiz, Kentucky
Environmental & Geoscience, LLC 834 Madisonville Road Hopkinsville, KY 440 70.44.000 FAX 70.44.8300 www.wedrill.com A member of Trinity Energy & Infrastructure Group, LLC Preliminary Geotechnical Investigation
More informationAPPENDIX A. Borehole Logs Explanation of Terms and Symbols
APPENDIX A Borehole Logs Explanation of Terms and Symbols Page 153 of 168 EXPLANATION OF TERMS AND SYMBOLS The terms and symbols used on the borehole logs to summarize the results of field investigation
More informationGeotechnical Engineering Report
Geotechnical Engineering Report Turner Turnpike Widening Polecat Creek Bridge (Bridge A) June 1, 2016 Terracon Project No. 04155197 Prepared for: Garver, LLC Prepared by: Terracon Consultants, Inc. TABLE
More informationReport of Preliminary Geotechnical Exploration. CSO-012 Sewer Separation Cincinnati, Hamilton County, Ohio. February, 2011
11242843_GeoTech_Preliminary - Feburary 2011_1/40 Report of Preliminary Geotechnical Exploration CSO-012 Sewer Separation Cincinnati, Hamilton County, Ohio February, 2011 11242843_GeoTech_Preliminary -
More informationNew WW Hastings Hospital Geotechnical Investigation RFP Addendum #1
88 E. Marshall Street, Suite 0 Tulsa, OK 76 98 8 9 Phone 98 8 798 FAX DATE: April 9, 0 ADDENDUM NO.: PROJECT: New WW Hastings Hospital BID PACKAGE NO: Geotechnical Investigation RFP SUBMITTED BY: CNCR
More informationAPPENDIX E SOILS TEST REPORTS
Otsego County, NY Site Work Specifications APPENDIX E SOILS TEST REPORTS Blue Wing Services, Inc. July 1, 2010 Blue Wing Services May 20, 2010 Page 2 the site, was not made available to Empire at this
More informationHORIZONTAL DIRECTIONAL DRILL ANALYSIS AUGHWICK CREEK CROSSING PADEP SECTION 105 PERMIT NO.S: PA-HU WX & PA-HU WX-16 (SPLP HDD#
HORIZONTAL DIRECTIONAL DRILL ANALYSIS AUGHWICK CREEK CROSSING PADEP SECTION 15 PERMIT NO.S: PA-HU-78.-WX & PA-HU-78.-WX-16 (SPLP HDD# S2-153) AUGHWICK CREEK CROSSING PADEP SECTION 15 PERMIT NO.S: PA-HU-78.-WX
More informationENGINEERING ASSOCIATES
July 16, 211 Vista Design, Inc. 11634 Worcester Highway Showell, Maryland 21862 Attention: Reference: Dear Mr. Polk: Mr. Richard F. Polk, P.E. Geotechnical Engineering Report Charles County RFP No. 11-9
More informationGeotechnical Engineering Report
Geotechnical Engineering Report Turner Turnpike Widening Bridge D Bridge Crossing: South 209 th West Avenue Creek County, Oklahoma June 1, 2016 Terracon Project No. 04155197 Prepared for: Garver, LLC Tulsa,
More informationLimited Geotechnical Engineering Evaluation Classroom Additions Albany County Campus Laramie, Wyoming
Limited Geotechnical Engineering Evaluation Classroom Additions Albany County Campus 2300 Missile Drive, Cheyenne, Wyoming 82001 Phone 307-635-0222 www.stratageotech.com Limited Geotechnical Engineering
More informationCITY OF CAPE CORAL NORTH 2 UTILITIES EXTENSION PROJECT CONTRACT 3
GEOTECHNICAL REPORT CITY OF CAPE CORAL NORTH UTILITIES EXTENSION PROJECT CONTRACT City of Cape Coral Procurement Division Cultural Park Boulevard, nd Floor Cape Coral, FL ISSUED FOR BID VOLUME of GEOTECHNICAL
More informationCONQUEST ENGINEERING LTD.
CONQUEST ENGINEERING LTD. Geotechnical and Materials Engineers Concrete Technology, Blasting Consultants Construction Quality Assurance / Quality Control 8 Bluewater Road, Bedford, NS BB J6 Phone (9)85-7
More informationNorthern Colorado Geotech
PRELIMINARY GEOTECHNICAL ENGINEERING REPORT PROPOSED CECIL FARMS DEVELOPMENT WELD COUNTY ROAD 7, BETWEEN ROADS 7 AND 7 SEVERANCE, COLORADO NORTHERN COLORADO GEOTECH PROJECT NO. 0-6 APRIL 0, 06 Prepared
More informationGeotechnical Engineering Study, Conifer Senior High School Football Field Improvements, Conifer, Colorado
2390 South Lipan Street Denver, CO 80223 phone: (303) 742-9700 fax: (303) 742-9666 email: kadenver@kumarusa.com www.kumarusa.com Office Locations: Denver (HQ), Colorado Springs, Fort Collins, and Frisco,
More informationGeotechnical Data Report
Geotechnical Data Report ReWa Solar Farm at Durbin Creek Fountain Inn, South Carolina September 1, 2017 Terracon Project No. 86165043 Prepared for: Renewable Water Resources Greenville, South Carolina
More informationPRELIMINARY GEOTECHNICAL ENGINEERING REPORT
PRELIMINARY GEOTECHNICAL ENGINEERING REPORT TOWN OF ASHLAND TOWN HALL 101 THOMPSON STREET ASHLAND, VIRGINIA JOB NUMBER: 39016 PREPARED FOR: PMA PLANNERS & ARCHITECTS 10325 WARWICK BOULEVARD NEWPORT NEWS,
More informationGEOTECHNICAL ENGINEERING SERVICES REPORT
GEOTECHNICAL ENGINEERING SERVICES REPORT BRIDGE OVER BIG CREEK APPROXIMATELY.8 MILES EAST OF THE INTERSECTION OF COUNTY ROAD EW1546 AND COUNTY ROAD 193 LEFLORE COUNTY, OKLAHOMA PROJECT No. J2-8616(5),
More informationADDENDUM 1 FISHER SLOUGH RESTORATION PROJECT SKAGIT COUNTY, WASHINGTON
F I N A L A D D E N D U M 1 R E P O R T ADDENDUM 1 FISHER SLOUGH RESTORATION PROJECT SKAGIT COUNTY, WASHINGTON REPORT OF GEOTECHNICAL INVESTIGATION URS JOB NO. 3376186 Prepared for Tetra Tech Inc. 142
More informationJune 9, R. D. Cook, P.Eng. Soils Engineer Special Services Western Region PUBLIC WORKS CANADA WESTERN REGION REPORT ON
PUBLIC WORKS CANADA WESTERN REGION REPORT ON GEOTECHNICAL INVESTIGATION PROPOSED MARTIN RIVER BRIDGE MILE 306.7 MACKENZIE HIGHWAY Submitted by : R. D. Cook, P.Eng. Soils Engineer Special Services Western
More informationUAS Student Residence
General Notes, Abbreviations and Symbols C100 MATCH LINE - SEE SHEET L6 Existing Site Topographic Conditions C101 MATCH LINE - SEE SHEET L5 Existing Site Topographic Conditions C102 DEPTH(FT.) 5 FROZEN
More informationHORIZONTAL DIRECTIONAL DRILL ANALYSIS VALLEY ROAD CROSSING PADEP SECTION 105 PERMIT NO. E PA-DE RD and PA-DE-0046.
HORIZONTAL DIRECTIONAL DRILL ANALYSIS VALLEY ROAD CROSSING PADEP SECTION 105 PERMIT NO. E2-524 PA-DE-0046.0000-RD and PA-DE-0046.0000-RD-16 (SPLP HDD No. S-0591) VALLEY ROAD CROSSING PADEP SECTION 105
More informationCITY OF VALDEZ Project Title: East Pioneer Reconstruction Project No.: Contract No.: TO: All Recipients Date: April 14, 2014
CITY OF VALDEZ Project Title: East Pioneer Reconstruction Project No.: 13-3-1.32 Contract No.: 11 TO: All Recipients Date: April 14, 214 SUBJECT: Addendum No.1 This seventeen (17) page Addendum forms a
More informationAppendix G GEOLOGICAL INVESTIGATION
Appendix G GEOLOGICAL INVESTIGATION JOB NUMBER: 3268.001 DATE: 10-14-13 BY: CC SITE 0 2000 1"=2000' VICINITY MAP CARGILL PARCEL HICKORY STREET AND ENTERPRISE DRIVE NEWARK, CALIFORNIA FOR
More informationLog of Monitoring Well D58B
Project: Motiva - Monitoring Well and Soil Boring Data Project Location: Delaware City Refinery Project Number: 20240412.W1000 Log of Monitoring Well D58B Sheet 1 of 7 Date(s) Drilled Drilling Method Drill
More informationGeotechnical Data Report
Geotechnical Data Report Emergency Bridge Package 6 Richland County, South Carolina May 12, 2016 SCDOT Project ID.: P029942, P029943, P029944 Terracon Project No. 73100L (Rev. 1) Prepared for: South Carolina
More informationAppendix 11-B Preliminary Geotechnical Investigation
Appendix 11-B Preliminary Geotechnical Investigation 11.0 Soil, Geology, and Seismology PRELIMINARY SUBSURFACE EXPLORATION AND CONCEPTUAL FOUNDATION ENGINEERING REPORT CPV VALLEY ENERGY CENTER Wawayanda,
More informationBoreholes. Implementation. Boring. Boreholes may be excavated by one of these methods: 1. Auger Boring 2. Wash Boring 3.
Implementation Boreholes 1. Auger Boring 2. Wash Boring 3. Rotary Drilling Boring Boreholes may be excavated by one of these methods: 4. Percussion Drilling The right choice of method depends on: Ground
More informationPREPARED FOR MR. JOE WOOD CARTER & SLOOPE, INC PEAKE ROAD MACON, GEORGIA PREPARED BY
SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION MACON WATER AUTHORITY (MWA) SANITARY SEWER RELOCATION MACON, GEORGIA GEC PROJECT NO. 14077.2 PREPARED FOR MR. JOE WOOD CARTER & SLOOPE, INC.
More informationGEOLOGIC/GEOTECHNICAL INVESTIGATION FOR TENTATIVE MAP LAVENIDA SUBDIVISION (APN # ) ORINDA, CALIFORNIA
GEOLOGIC/GEOTECHNICAL INVESTIGATION FOR TENTATIVE MAP LAVENIDA SUBDIVISION (APN #271-120-011) ORINDA, CALIFORNIA A 580 Ts 590 HMA-1 600 HMA-2 70 Ts 610 Ts HMA-3 HLA-5 GJA-6 LD-2 23
More informationGeotechnical Subsurface Exploration, Engineering Evaluation and Dam Visual Observation Sun Valley Drive Extension Roswell, Fulton County, GA
Ranger Consulting, Inc. Geotechnical, Environmental, Drilling, Construction 3147 Martha Berry Highway, Rome, Georgia 165; Phone: 76-29-1782; Fax: 76-29-171 April 2, 215 Mr. Tommy Crochet, PE McGee Partners,
More informationField Exploration. March 31, J-U-B ENGINEERS, Inc. 115 Northstar Avenue Twin Falls, Idaho Attn: Mr. Tracy Ahrens, P. E. E:
March 31, 201 11 Northstar Avenue 83301 Attn: Mr. Tracy Ahrens, P. E. E: taa@jub.com Re: Geotechnical Data Report Preliminary Phase 1 Field Exploration Revision No. 1 Proposed Rapid Infiltration Basin
More informationGeotechnical Data Report
Geotechnical Data Report Sabal Trail Transmission Hannahatchee Creek HDD Stewart County, Georgia for Gulf Interstate Engineering November 17, 2014 Geotechnical Data Report Sabal Trail Transmission Hannahatchee
More informationAN EMPLOYEE OWNED COMPANY
CTL Engineering, Inc. 2860 Fisher Road, P.O. Box 4448, Columbus, Ohio 43204338 Phone: 614/2768123 Fax: 614/2766377 Email: ctl@ctleng.com AN EMPLOYEE OWNED COMPANY Consulting Engineers Testing Inspection
More informationChapter 12 Subsurface Exploration
Page 12 1 Chapter 12 Subsurface Exploration 1. The process of identifying the layers of deposits that underlie a proposed structure and their physical characteristics is generally referred to as (a) subsurface
More informationREPORT OF SUBSURFACE EXPLORATION
REPORT OF SUBSURFACE EXPLORATION GRAND RIVER DAM AUTHORITY HULBERT 69 KV SWITCHING STATION S. 440 Road Hulbert, Cherokee County, Oklahoma ENERCON PROJECT NO. GRDA006 MARCH 7, 2012 PREPARED FOR: C/O ENERCON
More informationEFFECTIVENESS OF HYDROFRACTURE PREDICTION FOR HDD DESIGN
North American Society for Trenchless Technology (NASTT) No-Dig Show 2010 Chicago, Illinois May 2-7, 2010 Paper F-1-01 EFFECTIVENESS OF HYDROFRACTURE PREDICTION FOR HDD DESIGN Kimberlie Staheli, Ph.D.,
More informationFIGURES 200 200 200 SW 175TH AVE 350 SW SCHOLLS FERRY RD SW FRIENDLY LN Area 64 SW ROY ROGERS RD 300 250 SW ONEILL CT SW LUKE LN SW LEEDING LN SW TUSCANY ST SW 164TH AVE SW BULL MOUNTAIN RD SW 164TH AVE
More informationAppendix A. Producer Statement Advisory Note
Appendix A Producer Statement Advisory Note Ref. No. 17095 26 May 2017 PRODUCER STATEMENT CONSTRUCTION REVIEW (PS4) IMPORTANT ADVISORY NOTE The Building Consent Authority (BCA) frequently requires Producer
More informationCONQUEST ENGINEERING LTD.
CONQUEST ENGINEERING LTD. Geotechnical and Materials Engineers Concrete Technology, Blasting Consultants Construction Quality Assurance / Quality Control 8 Bluewater Road, Bedford, NS BB J6 Phone (9)85-7
More informationGeotechnical Engineering Report
Geotechnical Engineering Report Single-Span Bridge North Western Road & Hall of Fame Avenue August 25, 2015 Terracon Project No. 03155156 Prepared for: Olsson Associates Prepared by: Terracon Consultants,
More informationArdaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants
SUBSURFACE SOIL EXPLORATION ANALYSIS AND RECOMMENDATIONS LELY AREA STORMWATER IMPROVEMENT PROJECT (LASIP) COUNTY BARN ROAD AND WING SOUTH CHANNELS NAPLES, COLLIER CO., FLORIDA Ardaman & Associates, Inc.
More informationGeotechnical Engineering Report
Geotechnical Engineering Report Richland Creek Trunk Sewer Greenville, South Carolina March 31, 2014 Terracon Project No. 86145008 Prepared for: Renewable Water Resources Greenville, South Carolina Prepared
More informationArdaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants
SUBSURFACE SOIL EXPLORATION DRAINAGE IMPROVEMENTS TO THE HENDRY COUNTY, FLORIDA Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants OFFICES Orlando, 88 S. Orange Avenue, Orlando,
More informationAPPENDIX A GEOTECHNICAL REPORT
The City of Winnipeg Bid Opportunity No. 529-2017 Template Version: C420170317 - RW APPENDIX A GEOTECHNICAL REPORT Quality Engineering Valued Relationships KGS Group 2017 Industrial Street Rehabilitation
More informationHORIZONTAL DIRECTIONAL DRILL ANALYSIS PINEY CREEK CROSSING PADEP SECTION 105 PERMIT NO.: E PA-BL RD AND PA-BL-0126.
HORIZONTAL DIRECTIONAL DRILL ANALYSIS PINEY CREEK CROSSING PADEP SECTION 105 PERMIT NO.: E07-459 PA-BL-0126.0000-RD AND PA-BL-0126.0000-RD-16 (SPLP HDD No. S2-0142) PINEY CREEK CROSSING PADEP SECTION 105
More informationHydro One (Sept 2014) Hydro One (Sept 2014) Hydro One (Sept 2014)
TABLE 1 WELL CONSTRUCTION DETAILS MOE WWR No Well ID Location Installation Date Status Easting Coordinates Northing Source Elevation Screened Interval Screened Material Borehole Well Stick-up Ground Top
More informationGeotechnical Investigation Juneau Seawalk - Taku Fisheries to Miner s Wharf Juneau, Alaska DM&A Job No
Duane Miller & Associates 5821 Arctic Boulevard, Suite A Anchorage, AK 99518-1654 (907) 644-3200 Fax 644-0507 Arctic & Geotechnical Engineering May 4, 2006 Tetra Tech/KCM, Inc. 1971 First Avenue Seattle,
More informationGeotechnical Engineering Report
Geotechnical Engineering Report SH-9 Bridge over Wewoka Creek Hughes County, Oklahoma Job Piece No. 27059(04) July 16, 2015 Terracon Project No. 04125055 Prepared for: Holloway, Updike, and Bellen, Inc.
More informationGeotechnical Investigation
Geotechnical Investigation Slope Stability Analysis for the Existing Slope Southwest of the Proposed Condo Developments 50 Ann Street, Bolton, Ontario Prepared For: Brookfield Homes (Ontario) Limited GeoPro
More informationGeotechnical Data Report
Geotechnical Data Report Proposed I-77 HDD Cores D4-A and D4-B Stark County, Ohio March 3, 2015 Terracon Project No. N4149328 Prepared for: Project Consulting Services, Inc. Prepared by: Terracon Consultants,
More informationA. V T = 1 B. Ms = 1 C. Vs = 1 D. Vv = 1
Geology and Soil Mechanics 55401 /1A (2002-2003) Mark the best answer on the multiple choice answer sheet. 1. Soil mechanics is the application of hydraulics, geology and mechanics to problems relating
More informationGeology and Soil Mechanics /1A ( ) Mark the best answer on the multiple choice answer sheet.
Geology and Soil Mechanics 55401 /1A (2003-2004) Mark the best answer on the multiple choice answer sheet. 1. Soil mechanics is the application of hydraulics, geology and mechanics to problems relating
More informationDecember 5, Junction Gateway, LLC 7551 W. Sunset Boulevard #203 Los Angeles, CA Mr. James Frost P: Dear Mr.
December 5, 2014 Junction Gateway, LLC 7551 W. Sunset Boulevard #203 90046 Attn: Re: Mr. James Frost P: 323.883.1800 Geotechnical Update Letter Sunset & Effie Mixed Use Development 4301 to 4311 Sunset
More informationREPORT ON SLOPE STABILITY INVESTIGATION DON MILLS ROAD AND EGLINTON AVENUE EAST TORONTO, ONTARIO. Prepared for:
REPORT ON SLOPE STABILITY INVESTIGATION DON MILLS ROAD AND EGLINTON AVENUE EAST TORONTO, ONTARIO Prepared for: TORONTO AND REGION CONSERVATION AUTHORITY Prepared By: SIRATI & PARTNERS CONSULTANTS LIMITED
More informationBRIDGE FOUNDATION INVESTIGATION
Jackson Lake Road Bridge over Mackey Creek Henry County, Georgia BRIDGE FOUNDATION INVESTIGATION PROJECT NUMBER LOCATION (See Map) 8934 Jackson Lake Road Bridge over Mackey Creek, Henry County, Georgia
More informationTechnical Memorandum. Soil Borings
Technical Memorandum To: Project File and Appendix F to Sediment Remedial Investigation Report From: Sara L. Leow, PE Subject: Geotechnical Investigation and Results Summary Date: February 213 Project:
More informationBR-01 PAINT BRIDGE NO. 55 C GENERAL PLAN 720'-0" VC 605'-0" VC 1. FOR INDEX TO PLANS, QUANTITIES, AND GENERAL NOTES, SEE "INDEX TO PLANS" SHEET.
2'-" VC 6'-" VC BB EB 1 1 1 1 1 TV - " TV CONDUITS (COX E 8 - " ELECTRIC CONDUITS (SDG & E T - " TELEPHONE CONDUITS 1. FOR INDEX TO PLANS, QUANTITIES, AND GENERAL NOTES, SEE "INDEX TO PLANS" SHEET. 2.
More informationREPORT. Explorations and Geotechnical Engineering Services
REPORT September 9, 2015 15-0690 S Explorations and Geotechnical Engineering Services Runway 35 Localizer Slope Reconstruction MHT Airport Goffs Falls Road Manchester, New Hampshire PREPARED FOR: Jacobs
More informationR-1 Conveyor Relocation Project Legend 0 500 1000 1500 ft. This map is a user generated static output from an Internet mapping site and is for general reference only. Data layers that appear on this map
More informationAPPENDIX B: BORING LOGS
New Orleans Levee Systems Independent Levee Hurricane Katrina Investigation Team July, 6 APPENDIX B: BORING S As part of the field investigation 9 borings were performed at the sites of interest, as listed
More informationChapter 15 Drainage Design Memoranda
Chapter 5 Drainage Design Memoranda TABLE OF CONTENTS DDM Type of Structure Selection is now in VDM 8.3.., Culvert End Treatment is in 8.3.3.4 DDM Basic Drainage Description Formats for Hydraulic Plan
More information