HDD PA-CH RD (W-Q76, S-Q83, W-Q77, and S-Q86)
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- Mildred Walters
- 5 years ago
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1 HDD PA-CH 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 will otherwise be considered to be low. However, due to inadvertent return on a previous HDD in this area, the threat in this area is considered to be medium. The previous inadvertent return was 100 gallons of drilling fluid that penetrated the stream. Sand bags, a vacuum truck, wheel barrows, and hand tools were used to clean up the spill. There was no erosion and the land was restored to its original condition with 80% of the vegetation returning. For this reason, we recommend additional inspection while the drill is being performed. 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 550 feet northwest of wetland Q76. The drill will pass 40 feet under the northwestern most boundary of the wetland and 33 feet under the southeastern most boundary of the wetland. Stream Q83 runs along the southeastern most boundary of this wetland. Using the results of the geotechnical investigation, as well as several other data points, the entry/exit, angles, and depths have been configured to pass through the best substrates while maintaining pipe integrity (e.g., no large bends). The majority of the substrate that will be passed through is estimated to be silty sand and felsic gneiss. The drill will enter/exit 1085 feet northwest of wetland Q77 and enter/exit 1480 feet southeast of this wetland. The drill will pass 30 feet under the northwestern most boundary of the wetland and 30 feet under the southeastern most boundary of the wetland. Stream Q86 runs along the southeastern most boundary of this wetland. Using the results of the geotechnical investigation, as well as several other data points, the entry/exit, angles, and depths have been configured to pass through the best substrates while maintaining pipe integrity (e.g., no large bends). The majority of the substrate that will be passed through is estimated to be silty sand and felsic gneiss.
2 ² Previous IR ! ,320 Feet Legend PENNSYLVANIA PIPELINE PROJECT HDD Path Proposed Centerline PREPARED BY: INADVERTENT RETURN ASSESSMENTS DRAWN: AW CHECKED: RB AW RB RB 11/21/16 A ISSUED FOR REVIEW DATE: 11/21/16 SCALE: AS SHOWN DRAWN CHECKED APPROVED DATE REV NO. DESCRIPTION PA-CH-0088-RD-HDD
3 PA-CH ALT PA-CH ALT PA-CH ALT PA-CH ALT PA-CH ALT PA-CH ALT PA-CH ALT PA-CH ALT PA-CH ALT PA-CH ALT PA-CH ALT PA-CH ALT PA-CH ALT PA-CH ALT HDD PULLBACK ALONG ROW PA-CH ALT PENNSYLVANIA TURNPIKE 76 LEGEND CHASTER COUNTY, PA - UPPER UWCHLAN TOWNSHIP S STYER ROAD PLAN VIEW PROFILE VIEW GEOTECH SB-04 -NG EL. 431' -TOPSOIL (0' - 0.5') -ML (0.5' - 3.5') -SM (3.5' ') -WEATHERED GNEISS (31.4' ') -FRACTURED GNEISS (32.0' ') -COMPLETION DEPTH EL. 394' GEOTECH SB-06 -NG EL. 434' -TOPSOIL (0' - 0.3') -SM (0.3' ') -GROUNDWATER (23.0') -COMPLETION DEPTH EL. 404' 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-6.24 SHEET 14 TO ES-6.26 TO SHEET 15 DESIGN AND CONSTRUCTION: 1. CONTRACTOR SHALL FIELD VERIFY DEPTH OF ALL EXITING UTILITIES SHOWN OR NOT SHOWN ON 5. INTERNAL DESIGN PRESSURE 1480 PSIG (SEAM FACTOR 1.0, DESIGH FACTOR 0.50). THIS DRAWING. 6. INSTALLATION METHOD: HORIZONTAL DIRECTIONAL DRILL (HDD). 2. THE MINIMUM SEPARATION DISTANCE FROM EXISTING SUBSURFACE UTILITIES SHALL NOT BE LESS 7. PIPELINE WARNING MARKERS SHALL BE INSTALLED ON BOTH SIDES OF ALL ROAD, RAILWAY, AND THAN 10 FEET AS MEASURED FROM THE OUTSIDE EDGE OF THE UTILITY TO OUTSIDE OF PROPOSED STREAM CROSSINGS. PIPELINE. 8. CARRIER PIPE NOT ENCASED. 3. DESIGNED IN ACCORDANCE WITH CFR & ASME B PIPE / AMBIENT TEMPERATURE MUST BE NO LESS THAN 30 F DURING PULLBACK WITHOUT PRIOR 4. CROSSING PIPE SPECIFICATION: WRITTEN APPROVAL FROM THE ENGINEER. HDD HORZ. LENGTH (L=): 2805' 10. CONDUCT 4-HOUR PRE-INSTALLATION HYDROTEST OF HDD PIPE STRING TO MINIMUM 1850 PSIG. HDD PIPE LENGTH (S=): 2823' 11. SEE SUNOCO PENNSYLVANIA PIPELINE PROJECT ESRI WEBMAP FOR ACCESS ROAD ALIGNMENT. 20" x 0.456" W.T., X-65, API5L, PSL2, ERW, BFW COATING: MILS FBE WITH MIL ARO (POWERCRETE R95) REF. DRAWING REVISIONS EROSION & SEDIMENT PLAN AERIAL SITE PLAN DWG NO DWG NO DESCRIPTION EP2 REVISED PER PADEP COMMENTS RECEIVED MRS 09/30/16 RMB 09/30/16 AAW 09/30/16 EP1 REVISED FOR PADEP COMMENTS JTW 05/05/16 RMB 05/05/16 AAW 05/05/16 EP MRS 02/26/16 RMB 02/26/16 AAW 02/26/16 0 ISSUED FOR CONSTRUCTION MRS 02/19/16 RMB 02/19/16 AAW 02/19/16 NO. DESCRIPTION BY DATE CHK DATE APP DATE NOTE: REFER TO TEST BORING LOG S FOR COMPLETE SOIL MATERIAL DESCRIPTION 12. SUNOCO PIPELINE, L.P.'S HORIZONTAL DIRECTIONAL DRILL INADVERTENT RETURN CONTINGENCY PLAN WILL BE IMPLEMENTED AT ALL TIMES. 13. SUNOCO PIPELINE, L.P.'S EROSION AND SEDIMENTATION CONTROL PLAN WILL BE IMPLEMENTED AT ALL TIMES. SUNOCO PIPELINE, L.P. 20-INCH HORIZONTAL DIRECTIONAL DRILL PENNSYLVANIA TURNPIKE 76 PENNSYLVANIA PIPELINE PROJECT 1"=300' PA-CH RD
4 HDD PULLBACK ALONG ROW PA-CH PA-CH SUNOCO EASEMENT LIMITS - NOT LOD STYER ROAD PA-CH PA-CH PA-CH PA-CH PA-CH PA-CH PA-CH PA-CH PA-CH PA-CH PA-CH PA-CH TAR PA-CH ALT PENNSYLVANIA TURNPIKE 76 LEGEND CHASTER COUNTY, PA - UPPER UWCHLAN TOWNSHIP S STYER ROAD PLAN VIEW PROFILE VIEW GEOTECH SB-06 -NG EL. 434' -TOPSOIL (0' - 0.3') 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-6.24 SHEET 14 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=): 2800' HDD PIPE LENGTH (S=): 2819' 16" x 0.438" W.T., X-70, API5L, PSL2, ERW, BFW COATING: MILS FBE WITH MIL ARO (POWERCRETE R95) REF. DRAWING TO ES-6.26 TO SHEET 15 EROSION & SEDIMENT PLAN AERIAL SITE PLAN DWG NO DWG NO DESCRIPTION 5. INTERNAL DESIGN PRESSURE 1480 PSIG (SEAM FACTOR 1.0, DESIGH FACTOR 0.50). 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. SEE SUNOCO PENNSYLVANIA PIPELINE PROJECT ESRI WEBMAP FOR ACCESS ROAD ALIGNMENT. REVISIONS EP2 REVISED PER PADEP COMMENTS RECEIVED MRS 10/07/16 RMB 10/07/16 AAW 10/07/16 EP1 REVISED PER PADEP COMMENTS MRS 05/09/16 RMB 05/09/16 AAW 05/09/16 EP MRS 02/26/16 RMB 02/26/16 AAW 02/26/16 0 ISSUED FOR CONSTRUCTION MRS 02/19/16 RMB 02/19/16 AAW 02/19/16 NO. DESCRIPTION BY DATE CHK DATE APP DATE 12. SUNOCO PIPELINE, L.P.'S HORIZONTAL DIRECTIONAL DRILL INADVERTENT RETURN CONTINGENCY PLAN WILL BE IMPLEMENTED AT ALL TIMES. 13. SUNOCO PIPELINE, L.P.'S EROSION AND SEDIMENTATION CONTROL PLAN WILL BE IMPLEMENTED AT ALL TIMES. -SM (0.3' ') -GROUNDWATER (23.0') -COMPLETION DEPTH EL. 404' NOTE: REFER TO TEST BORING LOG S FOR COMPLETE SOIL MATERIAL DESCRIPTION SUNOCO PIPELINE, L.P. 16-INCH HORIZONTAL DIRECTIONAL DRILL PENNSYLVANIA TURNPIKE 76 PENNSYLVANIA PIPELINE PROJECT 1"=300' PA-CH RD-16
5 TB 02 LEGEND: Geotechnical Soil Boring (SB) Locations GEOTECHNICAL BORING LOCATIONS HDD S CHESTER COUNTY, UPPER UWCHLAN TOWNSHIP, PA SUNOCO PENNSYLVANIA PIPELINE PROJECT
6 TETRA TECH 240 Continental Drive, Suite 200 Newark, Delaware fax: TEST BORING LOG Project Name: SUNOCO PENNSYLVANIA PIPELINE PROJECT Project No.: 103IP3406 Project Location: GREENRIDGE ROAD, GLENMORE, PA Page 1 of 1 HDD No.: S Dates(s) Drilled: Inspector: E. WATT Boring No.: SB-01 (REROUTE) Drilling Method: SPT - ASTM D1586 Driller: E. OGDEN Drilling Contractor: HAD DRILLING Groundwater Depth (ft): NOT ENCOUNTERED Total Depth (ft): 12.2 Boring Location Coordinates: 40 5'32.44"N 75 43'49.36"W Sample Sample Depth (ft) Strata Depth (ft) Strata No. From To From To (USCS) Description of Materials 6" Increment Blows * N Recov. (in) TOPSOIL (2") DR, VARIEGATED BROWN, LIGHT BROWN, WHITE MICACEOUS F-M /1" 62 SAND, SOME SILT, A LITTLE F-C UNWEATHERED GNEISS GRAVEL. SM DR, VARIEGATED BROWN, LIGHT BROWN, WHITE MICACEOUS F-M 50 50/1" > SAND, A LITTLE SILT, A LITTLE F-C UNWEATHERED GNEISS GRAVEL PARTIALLY WEATHERED FELSIC GNEISS. 50/2" >50 AUGERS STARTED GRINDING AT 3' TO 4'. AUGER REFUSAL AT 12'. CAVED AND DRY AT 11'. OFFSET BORING 20' WEST, MADE TWO ATTEMPTS TO AUGER DEEPER, COULD NOT GET PAST 5' BEFORE REFUSAL. 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.
7 TETRA TECH 240 Continental Drive, Suite 200 Newark, Delaware fax: TEST BORING LOG Project Name: SUNOCO PENNSYLVANIA PIPELINE PROJECT Project No.: 103IP3406 Project Location: 64 MEADOW CREEK LANE, GLENMORE, PA Page 1 of 1 HDD No.: S Dates(s) Drilled: Inspector: E. WATT Boring No.: SB-02 (REROUTE) Drilling Method: SPT - ASTM D1586 Driller: E. OGDEN Drilling Contractor: HAD DRILLING Groundwater Depth (ft): NOT ENCOUNTERED Total Depth (ft): 25.2 Boring Location Coordinates: 40 5' 22.78" N 75 43' 35.78" W Sample Sample Depth (ft) Strata Depth (ft) Strata No. From To From To (USCS) Description of Materials 6" Increment Blows * N Recov. (in) TOPSOIL (3") ML ORANGE BROWN SILT AND FINE SAND, TRACE FINE GRAVEL DR, VARIEGATED BROWN SILT WITH SOME FINE SAND, TRACE IRON STAINING SAME (USCS: ML) /4" 80 ML SAME SM DR, VARIEGATED BROWN FINE SAND AND SILT. 7 50/4" > (USCS: SM) BROWN WEATHERED TO PARTIALLY WEATHERED FELSIC GNEISS. 50/2" 0 AUGER REFUSAL AT 25'. CAVED AND DRY AT 24'. BORING LOCATION 30' TO 40' HIGHER IN ELEVATION THAN ROW. Notes/Comments: Pocket Pentrometer Testing S1: 2.0 TSF S2: 3.5 TSF 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 200 Newark, Delaware fax: TEST BORING LOG Project Name: SUNOCO PENNSYLVANIA PIPELINE PROJECT Project No.: 103IP3406 Project Location: 40 MEADOW CREEK LANE, GLENMORE, PA Page 1 of 1 HDD No.: S Dates(s) Drilled: Inspector: E. WATT Boring No.: SB-03 (REROUTE) Drilling Method: SPT - ASTM D1586 Driller: E. OGDEN Drilling Contractor: HAD DRILLING Groundwater Depth (ft): NOT ENCOUNTERED Total Depth (ft): 24.0 Boring Location Coordinates: 40 5' 13.62" N 75 43' " W Sample Sample Depth (ft) Strata Depth (ft) Strata No. From To From To (USCS) Description of Materials 6" Increment Blows * N Recov. (in) TOPSOIL (3") ML BROWN AND ORANGE BROWN MICACEOUS SILT AND FINE SAND, TRACE FINE GNEISS GRAVEL DR, VARIEGATED BROWN AND WHITE MICACEOUS SILT AND FINE SAND. ML DR, VARIEGATED BROWN AND WHITE MICACEOUS SILT AND FINE SAND, TRACE FINE UNWEATHERED GNEISS GRAVEL. (USCS: ML) SM DR, VARIEGATED BROWN AND WHITE MICACEOUS FINE SAND AND /2" > SILT, TRACE FINE UNWEATHERED GNEISS GRAVEL. (USCS: SM) WEATHERED TO PARTIALLY WEATHERED GNEISS /1" >50 AUGER REFUSAL AT 24'. CAVED AND DRY AT 23'. ATTEMPTED TO CORE, BUT DUE TO VERY DENSE DRILLING, AUGERS BECAME OUT OF PLUMB, AND DRILLER COULD NOT GET CORE BARREL THROUGH TO ROCK DEPTH. BECAME LATE, AND LO DID NOT WANT RIG TO BE LEFT OR RETURN NEXT DAY. Notes/Comments: Pocket Pentrometer Testing S1: 2.0 TSF S2: 3.5 TSF 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 200 Newark, Delaware fax: Project Name: SUNOCO PENNSYLVANIA PIPELINE PROJECT Project No.: 103IP3406 Project Location: SHORELINE DRIVE, DOWNINGTOWN, PA Page 1 of 1 HDD No.: S Dates(s) Drilled: Inspector: E. WATT Boring No.: SB-04 Drilling Method: SPT - ASTM D1586 Driller: S. HOFFER Drilling Contractor: HAD DRILLING Groundwater Depth (ft): NOT ENCOUNTERE Total Depth (ft): 37.0 Boring Location Coordinates: 40 5' " N 75 43' " W Sample Sample Depth (ft) Strata Depth (ft) Strata No. From To From To (USCS) Description of Materials 6" Increment Blows * N Recov. (in) TEST BORING LOG TOPSOIL (6") ML BROWN SIILTY CLAY WITH SOME FINE SAND ORANGE BROWN FINE TO MEDIUM SAND WITH SOME SILT, TRACE FINE GNEISS GRAVEL LIGHT BROWN TO GREENISH BROWN FINE TO MEDIUM SAND WITH SOME SILT, TRACE FINE OXIDIZED GNEISS GRAVEL BROWN AND LIGHT GRAY FINE TO MEDIUM SAND WITH SOME SILT, /5" 77 TRACE FINE GNEISS GRAVEL (USCS: SM). SM DECOMPOSED GNEISS WEATHERED TO A FINE TO MEDIUM SAND WITH 3 50/5" >50 A LITTLE SILT, WITH A LITTLE UNWEATHERED F-C GRAVEL DECOMPOSED GNEISS WEATHERED TO A FINE TO MEDIUM SAND WITH 12 50/1" >50 A LITTLE SILT, WITH A LITTLE UNWEATHERED F-C GRAVEL DECOMPOSED GNEISS WEATHERED TO A FINE TO MEDIUM SAND WITH 15 50/1" >50 SOME SILT, WITH A LITTLE UNWEATHERED F-C GRAVEL WHITE AND LIGHT GRAY PARTIALY WEATHERED GNEISS. 3 50/2" >50 AUGER REFUSAL AT 31.4'. ROCK CORING RUN MODERATELY FRACTURED GNEISS TCR: 100%, SCR: 94%, RQD: 94% RUN ROCK VERTY INTENSELY FRACTURED GNEISS. MODERATELY FRACTURED GNEISS TCR: 100%, SCR: 19%, RQD: 13% VERTY INTENSELY FRACTURED GNEISS. USED HIGH VOLUME OF WATER DURING CORING. ALL WATER WAS LOST IN FORMATION (I.E., NO WATER CAME OUT OF AUGERS). CORE TESTING RESULTS (RUN 2, DEPTH '): COMPRESSIVE STRENGTH: 1,520 PSI UNIT WEIGHT: PCF 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 TETRA TECH 240 Continental Drive, Suite 200 Newark, Delaware fax: Project Name: SUNOCO PENNSYLVANIA PIPELINE PROJECT Project No.: 103IP3406 Project Location: GREENRIDGE ROAD, GLENMORE, PA Page 1 of 1 HDD No.: S Dates(s) Drilled: Inspector: E. WATT Boring No.: SB-05 Drilling Method: SPT - ASTM D1586 Driller: D. BOLZE Drilling Contractor: CGC Groundwater Depth (ft): NOT ENCOUNTERE Total Depth (ft): 12.0 Boring Location Coordinates: 40 5' 32.84" N 75 43' 50.87" W Sample Sample Depth (ft) Strata Depth (ft) Strata No. From To From To (USCS) Description of Materials 6" Increment Blows * N Recov. (in) INITIALLY ENCOUNTERED AUGER REFUSAL AT 2.5', OFFSET 9' WEST AND AUGERED TO 3'. TEST BORING LOG GRAY FINE TO MEDIUM SAND WITH A LITTLE SILT, SOME FINE TO 13 50/3" >50 COARSE UNWEATHERED GNEISS GRAVEL. SM/ GM AUGER REFUSAL AT 4.2'. OFF-SET 13' NORTH FROM ORIGINAL LOCATION GRAY AND BROWN FINE TO MEDIUM SAND, SOME SILT, TRACE /3" > FINE TO COARSE UNWEATHERED GNEISS GRAVEL. (USCS: SM) AUGER REFUSAL AT 4.4'. ROCK CORING RUN RUN FRACTURE D ROCK GRAY MODERATELY FRACTURED FELSIC GNEISS TCR: 79%, SCR: 58%, RQD: 44% GRAY MODERATELY FRACTURED FELSIC GNEISS. NO RECOVERY TCR: 25%, SCR: 17%, RQD: 10% FROM 10' TO 12' (LIKELY SOIL MATERIAL). CORE TESTING RESULTS (RUN 1, DEPTH 7'-8'): COMPRESSIVE STRENGTH: 7,688 PSI UNIT WEIGHT: 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.
11 TETRA TECH 240 Continental Drive, Suite 200 Newark, Delaware fax: TEST BORING LOG Project Name: SUNOCO PENNSYLVANIA PIPELINE PROJECT Project No.: 103IP3406 Project Location: LITTLE CONESTOGA ROAD, DOWNINGTOWN, PA Page 1 of 1 HDD No.: S Dates(s) Drilled: Inspector: E. WATT Boring No.: SB-06 Drilling Method: SPT - ASTM D1586 Driller: S. HOFFER Drilling Contractor: HAD DRILLING Groundwater Depth (ft): 23.0 Total Depth (ft): 30.0 Boring Location Coordinates: 40 5' 1.030" N 75 43' 7.844" W Sample Sample Depth (ft) Strata Depth (ft) Strata No. From To From To (USCS) Description of Materials 6" Increment Blows * N Recov. (in) TOPSOIL (4") LIGHT BROWN AND BROWN FINE TO MEDIUM SAND WITH SOME SILT, A LITTLE FINE TO COARSE GRAVEL LIGHT GRAY MICACEOUS FINE TO MEDIUM SAND AND SILT LIGHT GRAY MICACEOUS FINE TO MEDIUM SAND AND SILT (USCS: SM) SM ALTERNATING BANDS OF BROWN, LIGHT GRAY, AND WHITE FINE WH WH SAND AND SILT, TRACE FINE GRAVEL ALTERNATING BANDS OF BROWN, LIGHT GRAY, AND WHITE FINE SAND AND SILT, TRACE FINE GRAVEL. (USCS: SM) BROWN AND WHITE MICACEOUS FINE SAND AND SILT, WITH A LITTLE FINE TO COARSE GRAVEL. WATER LEVEL THROUGH AUGERS AT 23'. CAVED AT 27', WATER LEVEL ON CAVE AT 23'. SAMPLES 2 THRU 6 ARE HIGHLY DECOMPOSED ROCK SOILS. (SOILS THAT HAVE BEEN WEATHERED IN-PLACE FROM ROCK) 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.
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 SB Slight Graphitic Gneiss 2.5 Light Gray Fractures ranging from 10 to 70, Avg S Slight to moderate Gneiss Massive Gray Fractures ranging from w/ dark 10 to 80, Avg. 46 ; gray Foliation dipping approx SB Slight Gneiss Massive Light gray/ gray Fractures ranging from 2 to 46, Avg. 26 Tetra Tech, Inc. Newark, Delaware
13 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 NV NP NP SM SB ML SM SB ML SM S SM SB SB SM SM SB SM Rock Core Testing Results Boring Core Approximate Compressive Unit No. Run Depth (ft) Strength (psi) Weight (pcf) SB , SB to 8.0 7, Notes: 1) Sample depths based on feet below grade at time of exploration. Tetra Tech Newark, Delaware
14 REGIONAL GEOLOGY SUMMARY SUNOCO PENNSYLVANIA PIPELINE PROJECT HDD S HDD No. NAME BORING NO. REGIONAL GEOLOGY DESCRIPTION BEDROCK FORMATION GENERAL ROCK TYPE APPROX MAX FM THICKNESS (FT) DEPTH TO ROCK (Ft bgs) based on NOTES / COMMENTS nearby well drilling logs SB 01 Ranges from 4 to 46 ft bgs, avg 26 ft bgs (.25 mile radius) southwest to northeast oriented fault south of the SB 01 and SB 05 SB 02 Graphitic felsic gneiss Medium grained, medium to dark gray; locally gneissic, predominantly feldspar and quartz, plus dark accessories and various alteration minerals. Graphitic felsic gneiss (PreCambrian) Graphitic felsic gneiss No information found during literature review Widely ranges from 6 to 102 ft bgs (.25 mile radius) S Marsh Creek State Park and Park Road SB 05 Ranges from 4 to 46 ft bgs, avg 26 ft bgs (.25 mile radius) southwest to northeast oriented fault south of the SB 01 and SB 05 SB 03 SB 04 Banded mafic gneiss Dark, fine to medium grained; includes rocks of probable sedimentary origin; may be equivalent to "PZmgh." Banded mafic gneiss (PreCambrian) Mafic gneiss Mafic gneiss No information found during literature review Ranges from 6 to 75 ft bgs, avg 32 ft bgs (.25 mile radius) SB 06 Metadiabase Dark gray, fine grained intrusives; locally, mineralogy is altered and unit has greenish color. Metadiabase (PreCambrian) Mafic metavolcanic rock Mostly in thin dikes, but a few over 100 ft Ranges from 4 to 50 ft bgs, avg 23ft bgs (.25 mile radius) Mapped as a mafic dike, may not be encountered. Difficult to excavate except where fractured. Occurs as a limited isolated intrusion; not a formation per say. Note : Source of well log data All other sources as referenced in comments section. Tetra Tech, Inc. Newark, Delaware
15 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. 200 sieve ( mm) Silt/Clay Less Than a No. 200 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.
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