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Lock Haven - MW Boring Logs

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					       Apex Companies, LLC                                                                                                                                      Drilling/Boring Log
                                                                                                                                         Sheet:            1        of      1
                          Project:                Penn DOT-Clinton County Maintenance Facility                                 Well/Boring No.:                    MW-1
                          Project No.: 9023-019                                    Date(s):               4/15/2002                           Logged By:           R. Burkart
                          Well/Boring Location:              Well is southwest of the maintenance building
                          Drilling Method:                   Air Rotary            Drilling Contractor:         Bassett Environmental
                          Depth to Groundwater:                                    Date:                                                      Reference:
                          Remarks:                 Boring was advanced a total depth of 36.5'


                                                                                                                       Graphic
                              PID Reading (ppm)




                                                                                                                         Log




                                                                                                                                 MW Diagram
            Depth (ft.)




                                                                                                                                                                                  Blow Count
                                                                                                                      Strata
                                                             Lithologic Description                                                                            Field Data



                                                  Fill (AF):sand and gravel(Gp)                                                                 completed with flushmount




                      5     11.4                  Silt(SM): brown to olive brown, trace
                                                    clay, moist




               10                   21            Silty Sand(SM):, yel./brn., trace clay moist                                                  18' of PVC Riser

                             119                  Fuel-like odor

                                                                                                                                                bentonite to 14', cement
               15           68.0                  Silt(SM): as above                                                                            grout to grade




               20           35.0                  Silt(SM): as above
                                                                                                                                                filter sand 33' to 16' bgs
                                                  No cuttings


               25            270                  No cuttings

                                                                                                                                                15' of 2" diameter, 20 slot
                                                                                                                                                PVC screen

               30           11.5                  Silty sand(SM), brn., fine to med. grained sand
                                                    wet
                                                                                                                                                install monitoring well at
                                                                                                                                                33' bgs

               35




                 40
                          Note: Not all portions of this form are applicable to all projects                                                                                    Jun-98




C:\Docstoc\Working\pdf\e069f0c7-8d65-417e-a955-0fb0ce632511.xlsMW-1
g/Boring Log




         C:\Docstoc\Working\pdf\e069f0c7-8d65-417e-a955-0fb0ce632511.xlsMW-1
       Apex Companies, LLC                                                                                                                                       Drilling/Boring Log
                                                                                                                                          Sheet:            1        of      1
                          Project:                 Penn DOT-Clinton County Maintenance Facility                                 Well/Boring No.:                    MW-2
                          Project No.:              9023-019                        Date(s):               4/15/2002                           Logged By:           R. Burkart
                          Well/Boring Location:                Well is southeast of MW-1
                          Drilling Method:                     Air Rotary           Drilling Contractor:         Bassett Environmental
                          Depth to Groundwater:                                     Date:                                                      Reference:
                          Remarks:                  Boring was advanced a total depth of 33'


                                                                                                                        Graphic
                               PID Reading (ppm)




                                                                                                                          Log




                                                                                                                                  MW Diagram
            Depth (ft.)




                                                                                                                                                                                   Blow Count
                                                                                                                       Strata
                                                               Lithologic Description                                                                           Field Data



                                                   Fill(AF) and asphalt                                                                          completed with flushmount




                      5                29          Silt(SM): yel./brn., trace fine gravel, moist,
                                                     waste oil type odor

                                                                                                                                                 18' of PVC Riser

               10                      99          Silt(SM): as above, trace clay, same odor

                              111


               15           1095                   Silt(SM): as above, no odor                                                                   bentonite to 14', cement
                                                                                                                                                 grout to grade




               20                      28          Silt(SM): as above, dry
                                                                                                                                                 filter sand 33' to 18' bgs




               25                      10          Silt(SM): as above, moist to wet, waste oil odor                                              15' of 2" diameter, 20 slot
                                                                                                                                                 PVC screen

                                       24

               30                      78          Silt and clay: brn., wet, no odor
                                       10          Sand: dk. brn., fine grained, wet
                                                                                                                                                 install monitoring well at
                                                   Shale                                                                                         33' bgs
                                                    End of Boring @ 33'
               35




                 40
                          Note: Not all portions of this form are applicable to all projects                                                                                     Jun-98




C:\Docstoc\Working\pdf\e069f0c7-8d65-417e-a955-0fb0ce632511.xlsMW-2
       Apex Companies, LLC                                                                                                                                      Drilling/Boring Log
                                                                                                                                          Sheet:           1        of      1
                          Project:                Penn DOT-Clinton County Maintenance Facility                                 Well/Boring No.:                    MW-3
                          Project No.: 9023-019                                    Date(s):               4/15/2002                           Logged By:           R. Burkart
                          Well/Boring Location:              Well is northwest of maintenance building
                          Drilling Method:                   Air Rotary            Drilling Contractor:         Bassett Environmental
                          Depth to Groundwater:                                    Date:                                                      Reference:
                          Remarks:                 Boring was advanced a total depth of 36'


                                                                                                                       Graphic
                              PID Reading (ppm)




                                                                                                                         Log




                                                                                                                                 MW Diagram
            Depth (ft.)




                                                                                                                                                                                  Blow Count
                                                                                                                      Strata
                                                              Lithologic Description                                                                           Field Data



                                                  Fill (AF) and asphalt
                                                    Modified 2A to 6'                                                                           completed with flushmount


                      5                           Waste oil type odor




                                                                                                                                                21' of PVC Riser
               10                                 Silt(SM): yel./brn., trace clay, trace. fine gravel,
                                                    moist, no odor on cuttings




               15                                 Silt(SM): as above, no odor




               20                                 Silt(SM): as above, no odor
                                                                                                                                                bentonite to 21', cement
                                                                                                                                                grout to grade


               25                                 Silt(SM): as above, no odor; med. brn.
                                                                                                                                                filter sand 36' to 23' bgs
                                                  Sand: dk. brn., fine grained, wet


               30                                 Sand, very dk. brn., fine grained, wet

                                                                                                                                                15' of 2" diameter, 20 slot
                                                                                                                                                PVC screen

               35                                 Sand: brn., fine grained, no odor                                                             install monitoring well at
                                                                                                                                                36' bgs
                                                    End of Boring @ 36'


                 40
                          Note: Not all portions of this form are applicable to all projects                                                                                    Jul-02




C:\Docstoc\Working\pdf\e069f0c7-8d65-417e-a955-0fb0ce632511.xlsMW-3
Apex Companies, LLC                                                                                                                          Drilling/Boring Log

                                                                                                                          Sheet:        1        of      1
                  Project:                Penn DOT-Clinton County Maintenance Facility                                Well/Boring No.:          MW-4
                  Project No.: 9023-019                                   Date(s):               9/19/2002                 Logged By:           M.Moreland and D.Moser
                  W ell/Boring Location:             Well is south of the m aintenance bldg
                  Drilling Method:                   HSA                  Drilling Contractor:         Bassett Environmental
                  Depth to Groundwater:                29.12              Date:           9/19/2002                        Reference:
                  Remarks:                  Boring was advanced a total depth of 35'; 150 lb hammer
                      PID Reading (ppm)




                                                                                                              Graphic




                                                                                                                                                                   Blow Count
    Depth (ft.)




                                                                                                                      Diagram
                                                                                                             Strata
                                                                                                                        MW
                                                     Lithologic Description                                                                 Field Data


                                          Asphalt and gravel (AF)
                                                                                                                                completed with flushmount


              5           28              Silty clay (CL), med. brn., mottled, stiff, dry                                                                      4,5,7,7
                          30                                                                                                    bentonite to 5', cement
                                                                                                                                grout to grade

                                                                                                                                15' of PVC Riser
        10                20              Silty clay (CL), orng./brn., stiff, dry                                                                              5,6,8,11
                           5                sand content increases in lower 6" of core



        15            0.0                 Silty clay with tr. sand (CL), orng./brn., med.
                      0.0                   stiff; med. grained sand in lowest 3" of core



        20            0.0                 Silty clay (CL) with clay content inc. with depth,                                                                   5,7,9,14
                      0.0                   med. brn., stiff, dry



        25            0.0                 Silty clay (CL) with some sand; sand inc. with                                                                       7,10,11,14
                      0.0                   depth to a fine grained sand with some silt,                                        filter sand 35' to 13' bgs
                                            med brn., moist at base


        30            0.0                 Sand (SW), lt. brn. to med. brn., loose, entire                                                                      8,9,15,16
                      0.0                  core is wet
                                                                                                                                20' of 2" diameter, 20 slot
                                                                                                                                PVC screen

        35                                                                                                                      install monitoring well at
                                                                                                                                35' bgs



         40
                  Note: Not all portions of this form are applicable to all projects                                                                             Jul-02




C:\Docstoc\Working\pdf\e069f0c7-8d65-417e-a955-0fb0ce632511.xlsMW-4
Apex Companies, LLC                                                                                                                          Drilling/Boring Log

                                                                                                                          Sheet:        1        of      1
                  Project:                Penn DOT-Clinton County Maintenance Facility                                Well/Boring No.:          MW-5
                  Project No.: 9023-019                                   Date(s):               9/19/2002                 Logged By:           M.Moreland and D.Moser
                  W ell/Boring Location:             Well is south of the m aintenance bldg, at the corner of Maple St. and Third
                  Drilling Method:                   HSA                  Drilling Contractor:         Bassett Environmental
                  Depth to Groundwater:                                   Date:           9/19/2002                        Reference:
                  Remarks:                  Boring was advanced a total depth of 35'. Well is set at 34'; 150 lb hammer
                      PID Reading (ppm)




                                                                                                              Graphic




                                                                                                                                                                   Blow Count
    Depth (ft.)




                                                                                                                      Diagram
                                                                                                             Strata
                                                                                                                        MW
                                                      Lithologic Description                                                                Field Data


                                          Asphalt and gravel (AF)
                                                                                                                                completed with flushmount


              5       0.0                 Silt with tr. sand (ML), dk. brn., very stiff, dry                                                                   6,9,12,15
                       20                                                                                                       bentonite to 10', cement
                                                                                                                                  grout to grade

                                                                                                                                19' of PVC Riser
        10            0.0                 Silty sand (SM), fine to coarse sand with                                                                            5,4,7,9
                      0.0                   inc. amts of sand and rock fragments
                                            depth, orng./brn., stiff, dry


        15            0.0                 Silty clay (CL) w/ tr. sand, orng./brn., stiff, dry                                                                  4,7,5,12
                      0.0



        20            0.0                 Silty clay (CL) some sand, lt. brn., med. stiff,                                      filter sand 35' to 17' bgs     5,7,9,12
                      0.0                   dry


                                                                                                                                15' of 2" diameter, 20 slot
        25            0.0                 Silt and sand (SM) grading to a fine to med.                                            PVC screen                   6,5,9,18
                      0.0                   grained sand (SW) at 26' bgs, med. brn.,
                                            med. stiff, wet


        30

                                                                                                                                install monitoring well at
                                                                                                                                  34' bgs
                                                                                                                                Formation caved-in from
        35                                                                                                                        34' to 35' bgs
                                          End of Boring @ 35' bgs



         40
                  Note: Not all portions of this form are applicable to all projects                                                                             Jul-02




C:\Docstoc\Working\pdf\e069f0c7-8d65-417e-a955-0fb0ce632511.xlsMW-5
Apex Companies, LLC                                                                                                                              Drilling/Boring Log

                                                                                                                              Sheet:        1        of        1
                  Project:                Penn DOT-Clinton County Maintenance Facility                                    Well/Boring No.:          MW-6
                  Project No.: 9023-019                                     Date(s):               5/6/2004                    Logged By:           M.Moreland
                  W ell/Boring Location:              Adjacent to green storage shed in m aintenance yard
                  Drilling Method:                    HSA                   Drilling Contractor:        Bassett Environmental Associates
                  Depth to Groundwater: 27.46'                              Date:            5/7/2004                          Reference:
                  Remarks:                  Boring was advanced a total depth of 35'. Well is set at 35'; 150 lb hammer
                      PID Reading (ppm)




                                                                                                               Graphic




                                                                                                                                                                        Blow Count
    Depth (ft.)




                                                                                                                          Diagram
                                                                                                              Rec./Int.
                                                                                                                            MW
                                                      Lithologic Description                                                                    Field Data


                      0.0                 Gravel (AF), dark gray, moist, poor rec.                                                                                 13,20,20
                                                                                                                                    Completed with flushmount      13



              5       0.0                 Sandy Silt (ML), some sand, brn, moist,                                                                                  4,6,10,12
                      0.0                  loose, no odor                                                                           Bentonite to 1' below
                                                                                                                                       grade, cement grout to
                                                                                                                                       grade
                                                                                                                                    15' of PVC Riser
       10             0.0                 Sandy silt (ML) little gravel, yel/brn, mottled                                                                          8,10,12,
                      0.0                  stiff, dry, poorly sorted                                                                                               13




       15             0.0                 Sandy silt (ML), some gravel, red/brn/yel,                                                No. 1 filter sand 35' to       9,10,9,8
                      0.0                   stiff, dry, poorly sorted                                                                 12.7' below grade
                                          Silty clay (CL) w/ tr. sand, orng./brn., stiff, dry


       20                                 No recovery                                                                                                              5,7,7,10


                      0.0                 Sandy silt (ML), trace fine sand, brn, stiff, dry                                                                        11,11,13,
                      0.0                   no odor                                                                                                                14
                                               Soft drilling at 23' below grade                                                     20' of 2" diameter, 10 slot
       25             0.0                 Silty clay (CL), trace gravel, lt brn/orng, very                                            PVC screen                   10,10,13,
                      0.0                   stiff, dry, no odor                                                                                                    17


                                              Soft drilling at 28' below grade

       30             0.0                 Silty clay (CL), trace silt, brn, very stiff, dry                                                                        13,15,17,
                      0.0                                                                                                                                          17
                                                                                                                                    Install monitoring well at
                                               Cuttings wet at 34' below grade                                                        35' below grade
                                          Silty clay (CL), brn as above.
       35             0.0                 Bedrock (shale), dk gray, wet at interface                                                                               50/2
                                               End of Boring @ 35' bgs

                                          Installation Notes: 11 bags of No. 1 sand,
                                          4 bags of bentonite used to construct well.
         40
                  Note: Not all portions of this form are applicable to all projects                                                                                Jul-02




C:\Docstoc\Working\pdf\e069f0c7-8d65-417e-a955-0fb0ce632511.xlsMW-6
                   Apex Companies, LLC                                                                                                                            Drilling/Boring Log

                                                                                                                                               Sheet:        1        of        1
                                   Project:                Penn DOT-Clinton County Maintenance Facility                                    Well/Boring No.:          MW-7
                                   Project No.: 9023-019                                     Date(s):               5/7/2004                    Logged By:           M.Moreland
                                   W ell/Boring Location:              Approxim ately 55 feet northeast of MW-4 in rear parking lot
                                   Drilling Method:                    HSA                   Drilling Contractor:        Bassett Environmental Associates
                                   Depth to Groundwater:                                     Date:            5/7/2004                          Reference:
                                   Remarks:                  Boring was advanced a total depth of 35'. Well is set at 34.9'; 150 lb hammer
                                       PID Reading (ppm)

                                                                                                                                Graphic




                                                                                                                                                                                          Blow Count
                     Depth (ft.)




                                                                                                                                           Diagram
                                                                                                                               Rec./Int.
                                                                                                                                             MW
                                                                        Lithologic Description                                                                   Field Data


                                       0.4                 Asphalt and gravel (AF), dark gray, dry,                                                                                 21,13,23,
                                       1.8                  no odor                                                                                  Completed with flushmount      5



                               5       0.6                 Silty clay (CL), little silt, dk brn, very stiff, dry                                                                    6,8,12,13
                                       0.7                   no odor                                                                                 Bentonite to 1' below
                                                                                                                                                        grade, cement grout to
                                                                                                                                                        grade
                                                                                                                                                     15' of PVC Riser
                        10             1.9                 Silty clay (CL) as above                                                                                                 2,6,4,11
                                       2.0                 Silty clay (CL), trace gravel, yel/brn, stiff,
                                                             moist


                        15             3.0                 Silty clay (CL), little silt, yel/brn, stiff, dry, no                                     No. 1 filter sand 35' to       8,8,14,15
                                       3.7                   odor                                                                                      13.2' below grade



                        20             3.0                 Silty clay (CL), trace sand, brn/gray, stiff,                                                                            10,9,13,
                                       2.8                   moist                                                                                                                  12



                                                                                                                                                     20' of 2" diameter, 10 slot
                        25             4.0                 Silty clay (CL), brn/gray as above                                                          PVC screen                   8,8,12,12
                                       5.2



                        30             5.0                 Sandy silt (ML), little sand, brn, moist, no odor                                                                        12,12,13,
                                       6.7                 Silty sand (SM), trace silt, loose, wet, no odor                                                                         15
                                                                Cuttings wet at 32' below grade                                                      Install monitoring well at
                                                                                                                                                       35' below grade
                                                           Silty sand (SM), coarse sand, brn, wet
                        35                                 Weathered bedrock (shale)                                                                                                22,50/0
                                                                End of Boring @ 35' bgs

                                                           Installation Notes: 11 bags of No. 1 sand,
                                                           5 bags of bentonite used to construct well.
                          40
                                   Note: Not all portions of this form are applicable to all projects                                                                                   Jul-02




C:\Docstoc\Working\pdf\e069f0c7-8d65-417e-a955-0fb0ce632511.xlsMW-7
Apex Companies, LLC                                                                                                                                    Boring No.:            MW-8
                                                                                                                                                               Page:          1 of 2
269 Great Valley Parkway                                                                                                                                 Proj. No.:       9150.010
Malvern, PA 19355                                                                                                                                      Checked By:            JAM
610-722-9050
                                                                                                                                                 Groundwater Readings
Boring Co.                Basset Environmental Associates                             Casing           Sampler
Foreman                            Tim Westhover                 Type                  pvc            Split Spoon                 Date          Time       Depth       Comments
Apex Rep.                         Jason Bukeavich                I.D./O.D.              2"              2" O.D.                9/26/2007        1212       26.60' Measured bg
Date Start             9/26/2007 Date End          9/26/2007     Hammer Wt.                             140 lbs.
Location                      PennDOT - Lock Haven               Hammer Fall                           30 inches
G.S. Elevation                      Datum                        Other
                             Sample Information
                      Rec.
 Depth




          Interval.           DTW     Blow Counts PID (ppm)                                Sample Description & Classification
                      (%)

            0-5                                         0.0      0 - 5.0' Soft Dig.
                                                        0.0

                                                        0.0
  5        5-16                                                  5 - 16' Sandy clay (CL), brown, dry, trace mica flakes, stiff, cohesive, interbedded layers of loamy sand (SM) brown,
                                                        0.0      no odor or staining.


                                                        0.0

 10                                                     0.0

                                                        0.0

                                                        0.0
 15
           16-18      100              5,8,11,18        0.0      16 - 18' Sandy Clay (CL) light brown, trace mica flakes, stiff, very cohesive, no odor or staining.


           18-20      10              16,28,27,29       0.0      18 - 20' Same as previous.


 20        20-22      100             14,17,18,15       0.0      20 - 22' Same as previous.


           22-24      100             14,17,18,15       0.0      22 - 24' Same as previous.


           24-26      100             11,8,10,13        0.0      24 - 26' Same as previous. Moist beginning at 25' bg.
 25
           26-28      100       q     9,11,12,15        0.0      26 - 27.5' Same as previous.
                                s                                27.5 - 28' Sandy loam (SC) reddish brown, saturated, somewhat cohesive, no odor or staining.
           28-30      15              10,11,8,15        0.0      28 - 30' Sandy Clay (CL) light brown, trace mica flakes, stiff, saturated, very cohesive, no odor or staining.
                                                                 Interbedded layers of loamy sand (SM) brown, saturated, no odor or staining.
 30        30-32      15             7,14,19,50/3       0.0      30 - 32' Weathered shale, gray, interbedded layers of orange and gray loamy sand.
         bg = below grade.
  R      DTW = Depth to Water                                                                                             Legend
  E      0-5' Performed soft dig with air knife and vacume truck.                                                         s Depth Water Encountered
 M       5-40' Performed with hollow stem auger.                                                                          q Post Well Construction
  A      Well Development:                                                                                                    Universal Soil Classification
  R     Duration (min):           60                                                                                                         System
  K     Rate (gpm):              0.5
  S     Volume (gal):             30
        Result: Water was clear and recharged fully.
Stratification lines represent approximate boundaries between soil types, transitions may be gradual. Water level readings have been made at times and under
conditions stated. Fluctuations of groundwater may occur due to other factors than those present at the time measurements were made.                            Boring No.:      MW-8
Apex Companies, LLC                                                                                                                                    Boring No.:            MW-8
                                                                                                                                                               Page:          2 of 2
269 Great Valley Parkway                                                                                                                                 Proj. No.:       9150.010
Malvern, PA 19355                                                                                                                                     Checked By:             JAM
610-722-9050
                                                                                                                                                 Groundwater Readings
Boring Co.               Basset Environmental Associates                           Casing              Sampler
Foreman                           Tim Westhover                  Type             pvc                 Split Spoon                 Date         Time        Depth       Comments
Apex Rep.                        Jason Bukeavich                 I.D./O.D.        2"                    2" O.D.                9/26/2007     12:00 AM      26.60' Measured bg
Date Start            9/26/2007 Date End          9/26/2007      Hammer Wt.                             140 lbs.
Location                     PennDOT - Lock Haven                Hammer Fall                           30 inches
G.S. Elevation            0        Datum                   0     Other
                            Sample Information
                     Rec.
 Depth




         Interval.           DTW       Blows/6"         PID                               Sample Description & Classification
                     (in)


          32-34      25                 50/1            0.0      32 - 34' Weathered shale, gray, interbedded layers of loamy sand, light brown, saturated,
                                                                  no odor or staining.
          34-36      50                 50/4            0.0      34 - 36' Same as previous.
 35
          36-38      15                 50/3            0.0      36 - 38' Weathered shale, gray, interbedded layers of loamy sand, gray, saturated,
                                                                  no odor or staining.
          38-40      30                 50/3            0.0      38 - 40' Weathered shale, dark gray, interbedded layers of sandy clay, saturated,
                                                                 no odor or staining.
 40


                                                                 40' End of boring.


 45




 50




 55




 60

 R
 E
 M
 A
 R
 K
 S

Stratification lines represent approximate boundaries between soil types, transitions may be gradual. Water level readings have been made at times and under
conditions stated. Fluctuations of groundwater may occur due to other factors than those present at the time measurements were made.                            Boring No.:      MW-8
Apex Companies, LLC                                                                                                                                    Boring No.:            MW-9
                                                                                                                                                               Page:          1 of 2
269 Great Valley Parkway                                                                                                                                 Proj. No.:       9150.010
Malvern, PA 19355                                                                                                                                      Checked By:            PRC
610-722-9050
                                                                                                                                                 Groundwater Readings
Boring Co.                       Eichelbergers Inc.                                 Casing             Sampler
Foreman                           Ben Kauffman                   Type                                 Split Spoon                 Date          Time       Depth       Comments
Apex Rep.                        Jason Bukeavich                 I.D./O.D.                            1.375" / 2"              2/26/2009        1619       27.89' Measured toc
Date Start             2/26/2009 Date End           2/26/2009    Hammer Wt.                             140 lbs.                3/4/2009        1300       27.89' Measured toc
Location                      PennDOT - Lock Haven               Hammer Fall                           38 inches
G.S. Elevation                     Datum                         Other
                             Sample Information
                      Rec.
 Depth




          Interval.           DTW     Blow Counts PID (ppm)                               Sample Description & Classification
                      (%)

                                                           0.0   0 - 5.0' Silty Clay (CL), brown, very soft, cobbles 2-3" in size, gravel at surface.
                                                           0.0

                                                           0.0
  5                   75               2, 2, 2, 5                5 - 10' Silty Clay (CL), red-brown, stiff, dry, no odor.
                                                           0.0

                                                           0.0

 10                   100              5, 7, 8, 9          0.0   10 - 17' Silty Clay (CL), red-brown, stiff, dry, no odor, trace black weathered shale.


                                                           0.0

                                                           0.0
 15                   100             4, 8, 11, 14
                                                           0.0
                                                                 17 - 25' Silty Clay (CL), red-brown, stiff, dry, no odor, trace black weathered shale, slightly moist at 20-22' bg.
                                                           0.0

 20                   100              5, 7, 8, 10         0.0

                                                           0.0

                                                           0.0
 25                   100            9, 11, 16, 16               25 - 30' Clay (CL), light brown, stiff, dry, no odor, some very weathered shale.
                                                           0.0

                                                           0.0
                                q
 30                   100       s     5, 8, 10, 12         0.0
         bg = below grade.           toc = top of casing
  R      DTW = Depth to Water                                                                                             Legend
  E      0-5' Performed soft dig with air knife and vacume truck.                                                         s Depth Water Encountered
 M       5-40' Performed with hollow stem auger.                                                                          q Post Well Construction
  A      Well Development:                                                                                                    Universal Soil Classification
  R     Duration (min): 45                                                                                                                   System
  K     Rate (gpm): 0.5
  S     Volume (gal): 22
        Result: Water was substantially clearer recovered.
Stratification lines represent approximate boundaries between soil types, transitions may be gradual. Water level readings have been made at times and under
conditions stated. Fluctuations of groundwater may occur due to other factors than those present at the time measurements were made.                            Boring No.:      MW-9
Apex Companies, LLC                                                                                                                                    Boring No.:            MW-9
                                                                                                                                                               Page:          2 of 2
269 Great Valley Parkway                                                                                                                                 Proj. No.:       9150.010
Malvern, PA 19355                                                                                                                                      Checked By:            PRC
610-722-9050
                                                                                                                                                 Groundwater Readings
Boring Co.                      Eichelbergers Inc.                                  Casing             Sampler
Foreman                          Ben Kauffman                    Type                                 Split Spoon                 Date          Time       Depth       Comments
Apex Rep.                       Jason Bukeavich                  I.D./O.D.                            1.375" / 2"              2/26/2009        1619       27.89' Measured toc
Date Start            2/26/2009 Date End           2/26/2009     Hammer Wt.                             140 lbs.                3/4/2009        1300       27.89' Measured toc
Location                     PennDOT - Lock Haven                Hammer Fall                           38 inches
G.S. Elevation                    Datum                          Other
                            Sample Information
                     Rec.
 Depth




         Interval.           DTW       Blows/6"         PID                               Sample Description & Classification
                     (%)
                                                                 30 - 31' Sand (SC), light brown, stiff, dry, no odor, some very weathered shale.
                                                        0.0      31 - 35' Clay (CL), light brown, stiff, saturated, no odor, some sand, becomes less sandy at depth.


                                                        0.0
 35                  20                 50/3                     35 - 40' Weathered shale, gray to black, fissel, saturated, some brown clay, no odor.
                                                        0.0

                                                        0.0

 40                  10                 50/3            0.0      40' End of boring.




 45




 50




 55




 60

 R
 E
 M
 A
 R
 K
 S

Stratification lines represent approximate boundaries between soil types, transitions may be gradual. Water level readings have been made at times and under
conditions stated. Fluctuations of groundwater may occur due to other factors than those present at the time measurements were made.                            Boring No.:      MW-9
Apex Companies, LLC                                                                                                                                    Boring No.:            MW-10
                                                                                                                                                               Page:          1 of 2
269 Great Valley Parkway                                                                                                                                 Proj. No.:       9150.010
Malvern, PA 19355                                                                                                                                      Checked By:             PRC
610-722-9050
                                                                                                                                                 Groundwater Readings
Boring Co.                        Eichelbergers Inc.                                Casing             Sampler
Foreman                            Ben Kauffman                  Type                                 Split Spoon                 Date          Time       Depth         Comments
Apex Rep.                         Jason Bukeavich                I.D./O.D.                            1.375" / 2"               3/4/2009        1457       12.08' Measured toc
Date Start              3/4/2009    Date End         3/4/2009    Hammer Wt.                             140 lbs.                3/4/2009        1555       14.53' After development
Location                       PennDOT - Lock Haven              Hammer Fall                           38 inches
G.S. Elevation                      Datum                        Other
                             Sample Information
                      Rec.
 Depth




          Interval.           DTW     Blow Counts PID (ppm)                               Sample Description & Classification
                      (%)

                                                           0.0   0 - 5.0' Silty Clay (CL), brown, very soft, cobbles 2-3" in size, asphalt at surface.
                                                           0.0

                                                           0.0
  5                   100            6, 10, 10 ,12               5 - 15' Weathered shale, dark gray, some brown clay, dry, trace angular gravel.
                                                           0.0

                                                           0.0

 10                   100            10, 12, 16 ,28        0.0

                                q                          0.0

                                                           0.0
 15                   100            9, 15, 30, 39               15 - 39' Weathered shale, dark brown, fissel, dry, trace areas of red oxidation.
                                                           0.0

                                                           0.0

 20                    5                  50/5             0.0

                                                           0.0

                                                           0.0
 25
                                                           0.0

                                                           0.0

 30                                                        0.0
         bg = below grade.           toc = top of casing         DTW = Depth to Water
  R      0 - 5' Performed soft dig with air knife and vacume truck.                                                       Legend
  E      5 - 22.5' Performed with hollow stem auger.                                                                      s Depth Water Encountered
 M       22.5 - 39' Performed with air rotary.                                                                            q Post Well Construction
  A      Well Development:                                                                                                    Universal Soil Classification
  R     Duration (min): 22                                                                                                                   System
  K     Rate (gpm): 1
  S     Volume (gal): 21
        Result: Water was substantially clearer recovered.
Stratification lines represent approximate boundaries between soil types, transitions may be gradual. Water level readings have been made at times and under
conditions stated. Fluctuations of groundwater may occur due to other factors than those present at the time measurements were made.                            Boring No.:      MW-10
Apex Companies, LLC                                                                                                                                    Boring No.:            MW-10
                                                                                                                                                               Page:          2 of 2
269 Great Valley Parkway                                                                                                                                 Proj. No.:       9150.010
Malvern, PA 19355                                                                                                                                      Checked By:             PRC
610-722-9050
                                                                                                                                                 Groundwater Readings
Boring Co.                       Eichelbergers Inc.                                 Casing             Sampler
Foreman                           Ben Kauffman                   Type                                 Split Spoon                 Date          Time       Depth         Comments
Apex Rep.                        Jason Bukeavich                 I.D./O.D.                            1.375" / 2"               3/4/2009        1457       12.08' Measured toc
Date Start             3/4/2009    Date End         3/4/2009     Hammer Wt.                             140 lbs.                3/4/2009        1555       14.53' After development
Location                      PennDOT - Lock Haven               Hammer Fall                           38 inches
G.S. Elevation             0       Datum                     0   Other
                            Sample Information
                     Rec.
 Depth




         Interval.           DTW       Blows/6"         PID                               Sample Description & Classification
                     (%)


                                                        0.0

                                                        0.0
 35
                               s                        0.0

                                                        0.0
                                                                 39' End of boring.
 40




 45




 50




 55




 60

 R
 E
 M
 A
 R
 K
 S

Stratification lines represent approximate boundaries between soil types, transitions may be gradual. Water level readings have been made at times and under
conditions stated. Fluctuations of groundwater may occur due to other factors than those present at the time measurements were made.                            Boring No.:      MW-10

				
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