1

Soil Pit performed on February 13, 2007 by Andrew Westhoven

2

All soil colors are described as moist unless otherwise noted.

3

Ground Water Observations: None

Seepage - indicate Depth*

Pit/Boring Flooded - Depth After ______ Hours

4

Soil Limiting Zones (Check Appropriate Categories)

Fractured Rock - Depth to Top.

Massive Rock Substratum - Depth to Top.

Excessively Coarse Horizon - Depth Top to Bottom.

Excessively Coarse Substratum - Depth to Top.

Hydraulically Restrictive Horizon - Depth Top to Bottom.

Hydraulically Restrictive Substratum - Depth to Top.

Perched Zone of Saturation - Depth Top to Bottom.

Regional Zone of Saturation - Depth to Top.

COUNTY/MUNICIPALITY: Ocean County \ Jackson Township

Horizon Description Elevation 83.8

(inches)

0 - 7 Tossoil, sandy loam, medium texture, subangular block, friable (Frozen)

7 - 17 Brown (1CYR 4/3) sandy loam, medium texture, subangular block, friable

17 - 40 Yellowish Brown (10YR 5/4) sandy loam, medium texture, 5% gravel, subangular block, friable

40 - 72 Yellowish Brown (10YR 5/8) sand, medium texture, 15% gravel, single grain, loose

72 - 108 Brownish Yellow (10YR 6/6) sand, medium texture, single grain, few, fine faint mottles @ 82*

108 - 132 Brownish Yellow (10YR 6/6) sand, medium texture, 10% gravel, single grain, loose, dry

Massive Rock Substratum - Depth to Top:

Excessively Coarse Horizon - Depth Top to Bottom:

Excessively Coarse Substratum - Depth to Top:

Hydraulically Restrictive Horizon - Depth Top to Bottom:

Hydraulically Restrictive Substratum - Depth to Top:

Parched Zone of Saturation - Depth Top to Bottom:

Regional Zone of Saturation - Depth to Top: 82* (Elev. 77.0)

COUNTY/MUNICIPALITY: Ocean County \ Jackson Township

1. Log Number #3 Method: (Check One): Block 22301 XXX Profile Pit 2Boring

COUNTY/MUNICIPALITY: Ocean County: Jackson Township

Log Number #4 Method (Check One) XX Profile Pit Boring

Block 22301 Lot 2

Honzon Description Elevation 90.0

COPYRIGHT © 2007, CHALLONER & ASSOC. L.L.C. - ALL RIGHTS RESERVED THE COPYRIGHT OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF CHALLONER & ASSOC. LLC., IS PROHIBITED

SHWT Not encountered, greater than 156

6 73 - 100 Very Pale Brown (10YR 7/4) sand fine texture, single grain, frable

7 100 - 150 Yellowish Brown (10YR 5/4) sand, coarse texture, 20% gravel, single grain, tops

8 150 - 155 Light Brown, 7 5YR 6/4) sand, fine texture, single grain, tops

10 Soil and porcelain fracture (10-20) by and above 10% of the ground

2 All soil colors are described as most unless otherwise noted

3 Ground Water Observations, None

4 Sweep - indicate Depth

5 Pit/Boring Flooded - Depth After - Hours

6 Soil - Mining Zones (Creek Appropriate Categories)

7 Fractured Rock - Depth to Top

8 Massive Rock Substratum - Depth to Top

9 Excessively Coarse Horizon - Depth Top to Bottom

10 Excessively Coarse Horizon - Depth Top to Top

11 Hydroically Restrictive horizon - Depth to Top

12 Hydroically Restrictive horizon - Depth to Bottom

13 Hydroically Restrictive horizon - Depth to Top

14 Porcine Zone of Saturation - Depth Top to Bottom

15 Regional Zone of Saturation - Depth to Top

16 Continued greater than 156°

DATE REVISION GRADING & UTILITY PLAN ROADWAY IMPROVEMENT PLAN

STUART CHALLONER, P.E. JACKSON CENTER

PROFESSIONAL ENGINEER N.J. LIC. NO. 34337

09/05/2023 PER SOIL CONSERVATION COMMENTS PROFESSIONAL PLANNER N.J. LIC. NO. 4489 LOTS 1 AND 2

04/10/2022 REVISED PER DOLLAR GENERAL REQUIREMENTS CHALLONER & ASSOCIATES BLOCK 22301

08/04/2021 REVISED PER COUNTY ENGINEER COMMENTS L.L.C. Certificate of Auth. No. 24GA28057700 SITUATED IN

05/11/2020 REVISED PER COUNTY ENGINEER COMMENTS CONSULTING ENGINEERS AND DESIGN PROFESSIONALS TOWNSHIP OF JACKSON

05/15/19 ADDED SIDEWALK REVISION 215 Main Street, 2nd Floor OCEAN COUNTY,

04/14/10 REVISED PER COUNTY ENGINEER COMMENTS Toms River, New Jersey 08753

08/20/09 REVISED PER TOWNSHIP ENGINEER COMMENTS Phone: 732-818-9980 Fax: 732-818-9981

02/05/09 REVISED ENTRANCES Date: MARCH 30, 2007 Scale: 1st = 30'' Drawn By: A.R.W. Checked By: A.R.W. File No.: 06015 Field Book: Sheet No.: 4 of 18

07/03/08 REVISED PER PINELANDS REQUEST

03/04/08 REVISED PER PINELANDS COMMENTS

block: triacle: 20% gravel 38-192 Brown sh Yellow (10YR, 8) sand, medium texture, single grain loose 102-120 Yellow (3YR 7/6) sand, medium texture, single grain loose, few medium, distinct mottles @ "20"

1

Sol Pl. described on November 12, 2002 by Andrew Westhaven

2

At soil colors the described as most unless otherwise noted

Mary Harbor of the Pineside Commission is assessed the top profiles

Ground Water Observations - Home

Seepage - Indicate Depth

PW/Boring Flooded - Depth After - Home

Soil Limiting Zones (Check Approximate Categories for Fractured Rock - Depth to Top)

Massive Rock Sucralture - Depth to Top;

Excessively Coarse Horizon - Depth to Bottom

Excessively Coarse Substratum - Depth to Top

Hydraulically Resistive Horizon - Depth Top to Bottom

Hydraulically Resistive Substratum - Depth to Top;

Perched Zone of Saturation - Depth Top to Bottom

Regional Zone of Saturation - Depth to Top; 120° (Elev. 50.1)

Existing utility information shown herein has been collected from various sources and is not guaranteed as to accuracy or completeness. The contractor shall verify all information to his satisfaction prior to excavation. Where existing utilities are to be crossed by proposed construction, test pits shall be dug by the contractor prior to construction. To ascertain existing inverts, materials, and sizes, test pit information shall be given to the engineer prior to construction to permit adjustment as required to avoid conflicts.