The words you are searching are inside this book. To get more targeted content, please make full-text search by clicking here.

Caldwell Heckles & Egan, Inc. September 18, 2014 Page 2 e. Recommended earthwork requirements for construction of structural fill and backfill including an assessment ...

Discover the best professional documents and content resources in AnyFlip Document Base.
Search
Published by , 2016-04-21 21:42:03

MIDLANTIC ENGINEERING, INC. 120 COMMERCE ROAD

Caldwell Heckles & Egan, Inc. September 18, 2014 Page 2 e. Recommended earthwork requirements for construction of structural fill and backfill including an assessment ...

TEST PIT LOG TP-18

Project: Wyalusing Meadows
187 Third Street, Wyalusing, PA

Test Loc. No. TP-18

Contract No. 14197

Date Excavated: 09/03/14

ME, Inc. Rep.: DH

Equip. Used: John Deere 160 Excavator

Surface Elev.: 707.8

Groundwater Observations

Encountered: 09/03/14 Depth: none
Completion: 09/03/14 Depth: dry

Depth Strata Description Class. Str’m Elev. InSitu Testing M (%) Remarks
(ft.) 15” topsoil, root mat
Depth Geo. Pen.

1 yellow, brown sandy SILT with gravel ML A 1 in-situ infiltration
2 testing @ 1.8’;
brown silty SAND with gravel SM 706.3 EL 706±
2
B

3 brown, gray silty GRAVEL with sand GM 3
4 Bottom of Test Pit at 4.0 feet
5 703.8 4

5

66

77

88

9 9

Comments: - Backfilled upon completion.
- SWM basin area

Project Vicinity Enclosure (3)
dwg. 14197-SWM-1

N
Susquehanna River
Wyalusing Creek

Drawing Title:

Project Vicinity Plan

Wyalusing Meadows

187 Third Street, Wyalusing, PA

Drawn By: Checked By: Scale:
1" = 1,000'
120 Commerce Road • Pittston Township, PA 18640-9552 LS TB
570/655-2200 (phone) • 570/655-2212 (fax) Sheet No.
Date: Project No.: ---

09/18/14 14197

dwg. 14197-SWM-2

Project Vicinity

Approx.
Basin Area

Series N
Designation

Unadilla (UnB)
- 12” to 36”± fine sandy loam -

36” to 60”± gravelly sand, gravelly loam

Rexford (ReA)
- 12” to 18”± silt loam -

18” to 60± gravelly sandy loam

Drawing Title:

SCS Mapping

Wyalusing Meadows

187 Third Street, Wyalusing, PA

Drawn By: Checked By: Scale:
as shown
120 Commerce Road • Pittston Township, PA 18640-9552 LS TB
570/655-2200 (phone) • 570/655-2212 (fax) Sheet No.
Date: Project No.: ---

09/18/14 14197-SWM

Bld'g TP-3
Five
FF=729.92
TP-4
TP-1 Comm
FF=733.00 Build

TP-2 FF=725.23

Bld'g TP-5 TP
Six

FF=721.30

TP-8

FF=721.35

Bld'g FF=721.35
Four
TP-9
FF=719.15

Bld'g
Three

LEGEND

= Test Pit Location

Note: TP-9 was not excavated,
at the direction of project
archaeologist Brian R. Gillis.

dwg. 14197-SWM-3

TP-13 Bld'g
One
FF=741.29
FF=736.27 N

munity Bld'g TP-14
ding Seven
TP-11
P-6 TP-12

FF=721.30 FF=723.00

FF=721.00

TP-7

FF=719.15 FF=720.49

FF=716.70 TP-10 TP-15

TP-16 TP-17 Bld'g
TP-18 Two

Test Pit Location Plan
Wyalusing Meadows
187 Third Street, Wyalusing, PA

Project: Date: Scale:
14197-SWM 09/18/14 as shown

Enclosure (4)

IN-SITU INFILTRATION TESTING

4” dia. PVC Casing

Existing Ground

Infiltration Facility Auger Boring or
Proposed Bottom Test Pit Excavation

Outer Ring Seal of Test Water Level (introduced within inner-casing)
Water-Bentonite-Soil S

18” to 24” (typ.)

Bottom Casing

Auger Boring
(after in-situ infiltration

testing completed)

Drawing Title:

In-situ Infiltration Testing Setup

Wyalusing Meadows

187 Third Street, Wyalusing, PA

Drawn By: Checked By: Scale:
NTS
120 Commerce Road • Pittston Township, PA 18640-9552 LS TB
570/655-2200 (phone) • 570/655-2212 (fax) Sheet No.
Date: Project No.: ---

09/18/14 14197-SWM


Click to View FlipBook Version