310 Penn Street, Suite 200

Hollidaysburg, Pa 16648
814-317-5037

Mr. Gary Landis, RA

Vice President, Project Architect March 1, 2023
ABD Construction Services LLC
633 Napoleon Street
Johnstown, Pa 15901 DASE # 2560-15

RE: Prospect Building Inspection

This report presents the findings of Diviney & Associates Structural Engineers’ visual
structural survey of the Johnstown Housing Authority, Prospect homes located at 341 Gray
Ave, Johnstown, Pennsylvania. On Thursday February 15, 2023, the first of several surveys
was conducted of the interior and exterior of the residences. This survey was limited to the
exposed areas of the structure only. Visual observations were made by walking the interior
and exterior of the residences.

The scope of our contract is to determine any observable structural issues including the
foundations and framing. There are known issues with sloping floors, settlement, and
ceiling finishes falling. This report will focus on the ceiling issues.

Analysis or calculations to determine framing or foundation capacities is not part of the

scope of this investigation.

General Observations

The subject properties are multi-family, one and two-story residences with a below grade
crawl space. There are 18 units with 4 to 8 residences per unit totaling 110 residences. One
of the residences is the housing office. The walls, floor and roof are conventional wood
framing. The original roof appears to have been flat and at some point, wood trusses were
installed to create a gable roof. Second floor framing bears on the exterior walls and an
interior bearing wall. The floor framing over the crawl space spans from the exterior
foundation walls to a wood beam at the center of the building. The wood beam is supported
on masonry piers. In the laundry room, previously a boiler room, the top 4 to 6 inches of
the floor joists have been removed and a concrete slab has been poured on top. This
concrete pad is most likely to support a boiler. The foundation walls are concrete masonry
blocks. The exterior is clad in brick and vinyl siding.

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 Based on our initial survey, several areas of structural concern were noted. The issues
appear to occur in all the units and residences.

1. Floor framing has severe slope towards the exterior wall.

2. Cracking in the walls at the stairs to the second floor
3. Evidence of major historic settlement.
4. Floor framing failure in the laundry rooms.
5. Drywall and plaster ceiling falling from the second floor and roof framing.

All the noted issues are not necessarily related to each other. Items 1 through 3 may
influence one another, however items 4 and 5 are separate conditions.

This preliminary report will address item 5, Drywall and plaster ceiling falling from the
second floor and roof framing.

Ceiling Observations

The existing ceiling on both the first and second floors consist of surfaced 4 sides, 2x
framing spanning from the exterior walls to an interior bearing wall. The interior bearing
wall is located over or near the steel beam in the crawl space. The wood framing is
extremely dry. The ceiling finish appears to be 1/4” to 3/8” gypsum wall board with 1/4”
to 3/8” of cement plaster topping. The cement plaster feels heavier than the gypsum wall
board. The gypsum wall board is attached to the wood framing with flat head nails. The
nails seem relatively short with some penetrating the wood framing about ½”. Some of the
ceiling finish has collapsed due to both nail pull through and nail withdrawal. Nail pull
through is when the nail shank remains in the framing member and the supported material,
in this case gypsum wall board, pulls over the head of the nail. Nail withdrawal is when
the nail pulls out of the framing member. The collapsed ceilings have occurred in the first
and second floor ceilings. Some of the residences inspected have had the ceiling repaired.
In residences that have not yet collapsed or been repaired, cracking can be seen in the
ceilings in the same areas collapse has occurred. It appears all the ceilings in the residences
are exhibiting the same behavior and are most likely destined for collapse.

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Conclusion and Recommendations

After a review of the property and based on our visual inspection and exploration of the
subject ceiling construction, it appears the ceilings that have not yet been repaired will most
likely collapse at some point. All of the units and residences are exhibiting similar cracking
in the ceilings. The collapse and ceiling cracking is most likely due to weakening of the
bond between the gypsum wall board and nail heads and the nails to the wood framing.
Vibrations due to wind and foot traffic can also cause fatigue on the connections causing
cracking and potential collapse.

Two recommendations are suggested however, these may not be the only solutions.

1. Remove the existing ceilings and install and finish new gypsum wall board
using properly spaced fasteners such as dry wall screws and glue.
2. Install 1” x 3” wood lath strips spaced at 16” on center over the existing
ceiling construction. Install and finish new gypsum wall board using
properly spaced fasteners such as dry wall screws and glue. If this option is
selected, the existing first and second floor ceiling framing should be
analyzed to determine if the framing can support the additional loading.

After completing additional inspections, items 1 through 4 in the general observations will be
addressed.

The above opinions were rendered with a reasonable degree of engineering certainty. This report
does not express or imply any warranty of the structure but only addresses the condition of the
portion which was readily accessible and observable at the time of review.

Respectfully,

Randal S. Diviney PE
President

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 Typical ceiling crack in living room.

Typical ceiling crack in kitchen.

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 Typical ceiling crack in bedroom.

Typical ceiling crack in bedroom.

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 Joists showing nail pull over and nail withdrawal.

Joists showing nail pull over and nail withdrawal.

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 310 Penn Street, Suite 200
Hollidaysburg, Pa 16648
814-317-5037

Mr. Gary Landis, RA

Vice President, Project Architect March 17, 2023 Supplement
ABD Construction Services LLC March 1, 2023 Initial
633 Napoleon Street
Johnstown, Pa 15901 DASE # 2560-15

RE: Prospect Building Inspection, Supplemental

This report presents the findings of Diviney & Associates Structural Engineers’ visual
structural survey of the Johnstown Housing Authority, Prospect homes located at 341 Gray
Ave, Johnstown, Pennsylvania. On Thursday February 15, 2023, the first of several surveys
was conducted of the interior and exterior of the residences. A survey to investigate the
crawl space conditions was completed on Wednesday March 15, 2023. The surveys were
limited to the exposed areas of the structure only. Visual observations were made by
walking the interior and exterior of the residences.

The scope of our contract is to determine any observable structural issues including the
foundations and framing. There are known issues with sloping floors, settlement, and
ceiling finishes falling. A representative number of units and crawl space areas were
observed. The issues observed were typical with all the areas observed.

Analysis or calculations to determine framing or foundation capacities is not part of the

scope of this investigation.

General Observations

The subject properties are multi-family, one and two-story residences with a below grade
crawl space. There are 18 units with 4 to 8 residences per unit totaling 110 residences. One
of the residences is the housing office. The walls, floor and roof are conventional wood
framing. The original roof appears to have been flat and at some point, wood trusses were
installed to create a gable roof. Second floor framing bears on the exterior walls and an
interior bearing wall. The floor framing over the crawl space consists of 2x8 joists spaced
at 12” on center and span from the exterior foundation walls to a wood beam at the center
of the building. The wood beam is constructed of 6 plies of 2x10 and is supported on
masonry piers spaced about 7 feet on center. The masonry piers are 16” x 16” of varying
heights. In the laundry room, previously a boiler room, the top 4 to 6 inches of the floor
joists have been removed and a concrete slab has been poured on top. This concrete pad is
most likely to support a boiler. The foundation walls are concrete masonry blocks. The
exterior is clad in brick and vinyl siding.

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 Based on our initial survey, several areas of structural concern were noted. The issues
appear to occur in all the units and residences.

1. Floor framing has severe slope towards the exterior wall.

2. Cracking in the walls at the stairs to the second floor
3. Evidence of major historic settlement.
4. Floor framing failure in the laundry rooms.
5. Drywall and plaster ceiling falling from the second floor and roof framing.

All the noted issues are not necessarily related to each other. Items 1 through 3 may
influence one another, however items 4 and 5 are separate conditions.

The initial report, dated March 1, 2023, addressed item 5, Drywall and plaster ceiling
falling from the second floor and roof framing. This supplementary report is focused on
items 1-4.

Floor Framing

The existing floors are typically sloping towards the outside of the building. The center of
the floor is high, over the supporting wood beam. It appears that the exterior foundations
have settled causing the floors to slope. The foundations under the center wood beam did
not settle which creates the high spot. Another issue that may be contributing to the floor
slope is the deterioration of the sill plates and joist ends on the foundation walls. In some
of the observed areas, the sill plate and some of the joist ends are deteriorated and
compressed under the load of the exterior walls. The deterioration is most likely caused by
moisture. The sill plates are not pressure treated. Deterioration may contribute about ¼” of
displacement in areas that it occurs.

A potential stability issue could be caused by the deteriorated sill plates if they occur at
foundation anchors. Foundation anchors are typically ½” threaded bolts grouted into the
top of the foundation wall and protruding out of the top of wall several inches. The wood
sill plate is then drilled to be placed over these projecting bolts and a washer and nut are
installed to positively attach the sill plate and other framing to the foundation walls. This
connection provides lateral stability resisting loads due to wind and seismic forces. If the
wood sill plate is deteriorated, that lateral restraint will not occur.

Another issue observed in the floor framing was lack of joist bearing on the foundation sill
plate. In some areas, the sill plate cantilevers out over the masonry foundation wall which
limits the bearing area for the floor joists. Many of these cantilevered areas have had mortar
troweled under them in an attempt to provide more bearing. In other areas, a ledger board
has been fastened to the face of the masonry wall to provide additional bearing. Many of
the ledgers are not properly fastened to the masonry wall and can be pulled off by hand or
are deteriorated.

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Interior walls

The interior walls, especially around the stairs, have horizontal cracking in the wall finish.
The crack is typically wider toward the exterior wall which coincides with the potential
settlement of the foundations. The cracks appeared to be historic and there was sign of
recent movement. Other cracks can be observed at the intersection of the walls to ceilings
and bulk heads to ceilings. These cracks could be attributed to some settlement or to
moisture and temperature changes. At the time of our inspection, the wall cracks that were
observed, did not appear to be a structural concern. No pieces of drywall or finishes
appeared to be falling as in the case of the ceilings mentioned in the initial report.

Exterior walls

Cracks and lateral displacement can be seen in various areas in the exterior bricks on the
units. The largest cracks and displacement are historic and have since been repaired. Some
of the lateral displacement is about 1”. These cracks have been repaired with mortar and
painted over and some have re-cracked in the same location. Initial foundation settlement
is most likely the cause of this lateral displacement and cracking. After completion of the
initial construction, soils may not have been thoroughly compacted. The footings may have
settled causing the movement and compressing the soils into a more stable condition
stopping the major movement. More recent cracking can be observed in many areas of the
exterior brick and block foundation walls indicating active soils. This cracking is most
likely due to subtle movement in the soils due to water infiltration or thermal activity. Most
of the rainwater conductors discharge water at grade and the water is flowing back towards
the building foundations. The earth grades around the buildings generally slope towards
the foundations allowing water to potentially undermine the foundations causing cracking
in the interior and exterior walls.

Many of the larger cracks observed on the exterior walls, telegraphed through to the interior
of the foundation walls. No repairs to the masonry was observed from the crawl space area.
The cracking through the foundation walls further supports the theory of foundation
settlement. The larger cracks in the foundation walls appears historic.

As viewed from the crawl space, several areas of the wall footing have been undermined
and are no longer have bearing on the soils.

Laundry Room Floor

In the laundry room areas of the units observed, the floors exhibit several issues. They are
either severely deflected, floor joists broken or deteriorated, or the floor sheathing is
deteriorated. These issues are due to moisture and the load of the concrete slabs. Several
inches of the top of the floor joists have been removed to allow a concrete slab to be poured.
The load of the concrete slab combined with the reduced depth of floor joists and moisture
exposure has caused the wood flooring and framing in some of the units to be overstressed
or deteriorated.

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Conclusion and Recommendations

After a review of the property and based on our visual inspection and exploration of the
interior and exterior walls and crawl space areas, retrofit action is necessary.

Floor Framing

The floor framing has areas of deterioration and insufficient bearing of floor joists.
Although the floors are out of level, the framing currently feels stable. However, repairs
of the deteriorated areas must be completed before deterioration transitions to failure.

- Remove deteriorated wood foundation sill plates and replace with treated
lumber.
- Install retrofit foundation sill plate anchors through the new wood sill plates
into the masonry foundation wall, where necessary.
- Where wood floor joists are deteriorated, replace or sister new floor joists to
existing and fasten to wood foundation sill plates.
- Install proper ledger boards where joist bearing is insufficient or provide new
floor joists of the proper length.

It should be noted that the repairs above do not address leveling the floors. If it is
desired to level the floors, several issues should be considered. When jacking floors to
level, extensive cracking of wall finishes, cracking of window, doors and windows
becoming inoperable or difficult to function are all possible. Another option to level
floors is to apply a self-leveling floor compound. Issues to consider with floor leveling
compound are elevation changes at doors and additional loading to the floor joists.

A previous repair can be seen in some areas of the floor framing. The repair consisted
of installing 4x4 treated posts on the foundation wall to support a treated 4x4 ledger.
This appears to be an attempt to stabilize the floor framing.

Interior walls

The cracking at the interior walls appears to be cosmetic.

- Repair using joint compound and paint.

- Monitor cracks for further movement.

Exterior walls

Cracking in the brick and masonry foundations is not currently a structural issue. The
cracking should be repaired, and earth grades and down spouts adjusted to direct water
away from the building’s foundations.

- Clean and repoint open cracks. Paint as desired.

- Grade earth around building to maintain drainage away from building.

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 - Discharge rainwater conductors and down spouts away from building
foundations.
- Provide concrete fill below foundations that are undermined.
- Monitor cracks for further movement.
- Conduct a geotechnical investigation on the soils near the building footings.

Laundry Room Floor

Most of the laundry rooms observed showed the same issue with deterioration and
excessive deflection of the joists and floor sheathing. This is most likely due to the
wood floor joists being modified, load from the concrete slab and exposure to
moisture. These floor areas are a structural concern.

- Remove existing floor framing, concrete slab and floor sheathing.

- Install properly designed floor framing and sheathing.

Both structural and non-structural issues have been observed and noted in this report. The
deteriorated floor framing will continue to worsen over time if corrective measures are not taken.
The exterior walls and foundation walls should be monitored at appropriate intervals to determine
any future movement.

The above opinions were rendered with a reasonable degree of engineering certainty. This report
does not express or imply any warranty of the structure but only addresses the condition of the
portion which was readily accessible and observable at the time of review.

Respectfully,

Randal S. Diviney PE
President

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 Typical floor joists bearing on center wood beam.

Typical floor joists bearing on exterior masonry wall.

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 Deterioration of sill and joist.

Deterioration of sill and joist.

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 Failing ledger board.

Cantilevered wood sill plate with mortar.

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 Cantilevered wood sill plate with mortar.

Typical crack in stair well.

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 Typical historic rack and lateral displacement.

Typical historic rack and lateral displacement.

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 Recent crack above air vent.

Recent wider crack..

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 Earth grades flowing back towards foundation wall.

Typical crack in masonry foundation wall.

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 Undermined wall footing.

Typical previous repair.

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 Laundry room floor deterioration.

Laundry room floor deterioration and concrete slab.

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 Laundry room floor deterioration.

Laundry room floor finish removed showing deterioration and top of concrete slab.

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REPORT OF SOIL BORINGS
PROSPECT HOMES

JOHNSTOWN, PENNSYLVANIA

Prepared for:

ABD Construction Services, Inc.

633 Napoleon Street
Johnstown, PA 15901

Apex File: ABD002-0628200-23005673

April 25, 2023

~\. Apex Companies, LLC

165 East Union Street Suite 100

APEX Somerset, PA 15501

Phone (814) 443-3344 Fax (814) 444-0365
Prospect Homes April 25, 2023
Apex File: ABD002-0628200-23005673 Page i

ABO Construction Services, Inc.

Prospect Homes
Johnstown, Pennsylvania

TABLE OF CONTENTS

TABLE OF CONTENTS i
EXECUTIVE SUMMARY ii

1.0 INTRODUCTION 1
1.1 Scope of Services 1
1.2 Project Description 1

2.0 OBSERVATIONS 1
2.1 Site Description 1
2.2 Field Exploration 1
2.3 Visual Classification 2
2.4 Subsurface Conditions 2
2.5 Groundwater Conditions 3

3.0 REPORT LIMITATIONS 3

ATTACHMENTS:
Attachment 1: Boring Logs

EXHIBITS:
Exhibit 1: Boring Location Plan
Prospect Homes April 25, 2023
Apex File: ABD002-0628200-23005673 Page ii

EXECUTIVE SUMMARY

The purpose of our geotechnical exploration was to determine the nature of the
subsurface soil, rock, and groundwater conditions adjacent to the 16 residential
structures at the property. Apex Companies, LLC (Apex) performed thirty-five (35)
standard penetration test (SPT) borings (B 1 through B32, B3A, B3B, and B28A) for this
study. The borings were advanced to depths ranging from approximately 5.3 to 21.1
feet below existing surface grades.

A surface layer of topsoil or asphalt pavement and aggregate base was underlain by
man-placed fill at many of the boring locations. The fill included loose to medium dense
coarse sand with gravel (SP) and clayey sand with gravel (SC), and soft to stiff sandy clay
with gravel (CL). The fill was observed to extend to depths ranging from approximately
1.5 to 13.5 feet below existing surface grades.

The native soils encountered in the borings consisted of medium dense clayey sand
with gravel (SC) and medium stiff to stiff sandy clay with gravel (CL). Weathered
sandstone bedrock was penetrated below the fill and native soils at depths ranging
from approximately 0.3 to 13.5 feet below the existing ground surface. The sandstone
was encountered in each boring except B3 and provided auger or split-barrel sampler
refusal at most boring locations.

We appreciate the opportunity to be of service during this phase of the project and look
forward to a continued association. Please do not hesitate to contact us if you have any
questions or comments, or if we may further assist you as your plans proceed.

4-z 5-Z3

II
Prospect Homes April 25, 2023
Apex File: ABD002-0628200-23005673 Page 1

1.0 INTRODUCTION

1.1 Scope of Services

Apex Companies, LLC (Apex) performed a geotechnical exploration and completed the
following scope of services for this project:

1. Performed SPT borings, prepared boring logs depicting the subsurface soil conditions
encountered during our field exploration, and prepared a boring plan illustrating the
locations of the borings.

2. Reviewed and visually classified the soil and rock samples obtained during our field
exploration.

3. Provided a discussion of the existing soil, rock, and groundwater conditions revealed by the
borings performed at the site.

1.2 Project Description

Apex Companies, LLC (Apex) was requested by ABO Construction Services (ABO) to perform
borings adjacent to the existing 16 residential structures located on the subject property. Apex
understands that various types of structural distress have been observed and documented (by
others) within the buildings.

2.0 OBSERVATIONS

2.1 Site Description

The project site is located at the terminus of Crouse Avenue in Johnstown, Pennsylvania. The
property contains sixteen (16) multi-unit 1 - and 2-story residential structures with crawl spaces.
We understand that the buildings were constructed in the 1940s.

2.2 Field Exploration

Thirty-five (35) standard penetration test (SPT) borings (B 1 through B32, B3A, B3B, and B28A)
were performed at the approximate locations illustrated on Exhibit 1: Boring Location Plan.
Boring locations Bl through B32 were established by ABO Construction Services. Borings B3A,
B3B, and B28A were offset borings located by Apex. The offset of boring B3 was to determine
the depth of the fill located in the area of Building Q. Boring B28 located at Building D
encountered a soft soil strata. Due to the soft strata, Apex offset B28 to determine if the soft
area extended toward the corner of Building D. An Apex representative staked the borings at
the site using the provided site plan and estimating distances from the existing buildings and
other site features.
Prospect Homes April 25, 2023
Apex File. ABD002-0628200-23005673 Page2

The drilling was performed by Mountain Research using a Geoprobe track-mounted hollow
stem auger drill rig. The borings were advanced to depths ranging from approximately 5.3 to
21.1 feet below existing surface grades. An Apex representative was present during the drilling
program to log the soil and rock samples recovered from the borings and observe groundwater
levels.

The Standard Penetration Tests (SPT) were performed in general accordance with ASTM D1586,
"Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils."
The SPT test procedure consists of driving a 1 .4-inch I.D. split-barrel sampler into the soil profile
using a 140-pound drop hammer free falling 30 inches. The sum of the number of blows
required for the second and third 6-inch increments of penetration is referred to as the N-value.
The N-value has been empirically correlated with various soil properties and provides an
indication of soil strength, consistency, and/or relative density.

2.3 Visual Classification

Soil samples recovered from our field exploration were returned to our laboratory where they
were visually classified in general accordance with the Unified Soil Classification System (ASTM
D2487). The samples will be retained in our laboratory for 30 days and then discarded, unless
otherwise requested to be retained by ABO.

The recovered samples were not evaluated, either visually or analytically, for chemical
composition or environmental hazards. Apex will be pleased to provide these services for an
additional fee, if required.

2.4 Subsurface Conditions

The boring logs resulting from our field exploration are presented in Attachment 1: Boring
Logs. The logs contain the soil and rock descriptions, and the groundwater levels recorded in
the boreholes. Note that the boring data reflect information from the specific test locations
only and soil and rock conditions may vary between the strata interfaces indicated on the logs.
The soil classifications and descriptions on the logs are based upon visual characterizations of
the recovered samples using the Unified Soil Classification System.

A surface layer of topsoil or asphalt pavement and aggregate base was underlain by man-
placed fill at many of the boring locations. The fill included loose to medium dense coarse sand
with gravel (SP) and clayey sand with gravel (SC), and soft to stiff sandy clay with gravel (CL).
The fill was observed to extend to depths ranging from approximately 1.5 to 13.5 feet below
existing surface grades.

The native soils encountered in the borings consisted of medium dense clayey sand with gravel
(SC) and medium stiff to stiff sandy clay with gravel (CL). Weathered sandstone bedrock was
penetrated below the fill and native soils at depths ranging from 0.3 to 13.5 feet below the
existing ground surface. The sandstone was encountered in each boring except B3 and
provided auger or split-barrel sampler refusal at most boring locations.

2
Prospect Homes April 25, 2023
Apex File: ABD002-0628200-23005673 Page]

Apex performed offsets of borings B3 and B28. Boring B3 was offset to determine the depth of
the fill located at the corner of Building Q. This fill consisted of loose ash with coal fragments
that extended to a depth of 9 feet in B3B. Boring B28 located near Building D was offset to
evaluate a soft soil strata. B28 received an N-value of O from 3.0 to 4.5 feet. Apex offset the
boring approximately 10 feet toward the corner of the building to further evaluate the soft
strata. B28A received an N-value of 3 from 3.0 to 4.5 feet. This material consisted of sandy clay
with gravel (CL).

2.5 Groundwater Conditions

On the dates of our field exploration (April 10 through 14, 2023), groundwater was not
encountered in the borings. Note that the groundwater table typically fluctuates seasonally
depending upon local rainfall and other site specific and/or local influences.

3.0 REPORT LIMITATIONS

This report has been prepared for the exclusive use of ABO Construction Services for the
existing Prospect residential development located at the terminus of Crouse Avenue in
Johnstown, Cambria County, Pennsylvania. The report has been prepared in accordance with
generally accepted geotechnical engineering practices; no other warranty, either express or
implied, is made. Apex is not responsible for any claims, damages, or liability associated with
any third party's interpretation or reuse of this report without the express written consent of
Apex.

The information submitted in this report is based in part upon the data obtained from the
borings performed at the subject property. This data is valid only at the specific boring
locations. The report does not reflect variations which may occur between or away from the
boring locations.

3
ATTACHMENT 1
BORING LOGS
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. B1 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04110123
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL)
'-'-------'.__-' N_
ot_e_s--lLogged By: Jonah Lambie
Surveyed by: Apex 4/1012023 Dry Township:. City of Johnstown
Survey 4/1112023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory:
Depth Elevation Latitude: 40' 19• 53.3028"'
Coal Seam ID (ft) (MSL) Longitude: 78' 54• 42.7788"'
Grid Coordinates:
sz. = /ID

:1"_-24hr.
Ltthologlc Description: rock type, weathering, SPT
U,(t.l) or
Depth Thickness Graphic Scale color, fracturing, minerals Water Sample Blows N % Recov.
(ft) (Ill Loa RQD'k
(Dvrlte carbonate), etc. Conditions 11<1r6" SPT
0.2 0.2 xxxxxxxxxx Topsoil
S1 80
- Coarse Sand with gravel (SP), black and brown, loose, o.o·-1.5'
:::::::::::::::::::::::: . moist (FILL)
2.5 2.3 S2 4 60
3.0 0.5 Clayey Sand with some gravel (SC), brown, loose, very 1.5'• 3.0' 2
moist
S3 22 80
Gravel with sand clay (GP), little clay, brown, medium
3.0'-4.5' 15
- dense, moist
5.0 2.0 14

- S4
4.5'· 6.0'
23
34
57 100

........................ - 31
......................
- S5 41 75 100

- 6.0'· 7.5' 34
16

- Sandstone, weathered, brown

S6
7.S--9.0"
20 52 100

- 32

10
- S7
16
20 44 100
9.0'-10.5' 24

- 27

12.0 7.0
- S8
10.5' -12.0'
24
28
52 100

End of Boring at 12.0'

t-- -
t-- -
t--
t--
-
15

t-- -
t-- -
t-- -
t-- -
t-- -
t-- -
20
t-- -
t-- -
t-- -
t-- -
t-- -
t-- -
t--
25
-
t-- -
t-- -
t-- -
t-- -
t-- -
t--
30

t-- -
t-- -
t-- -
t-- -
t-- -
t-- -
- 35
-
- -
-
-
-
-
- -
- 40 -
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. B2 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04/10/23
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Apex 4/10/2023 Dry Township: City of Johnstown
Survey 4/11/2023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: --
Depth Elevation Latitude: 40° 19' 54.588"
Coal Seam ID (ft) (MSL) Longitude: 78° 54' 42.5268"
Grid Coordinates:
Sl •/ID
Y, • 24 hr.
Uthologic Description: rock type, weathering, SPT
U,(tsl)or
Sease color, fracturing, minerals Sample Blows N % Recov.

-
Depth Thickness Graphic Water
fovrite carbonate), etc. per6" RQD%
fftl fftl Loa Conditions SPT
xxxxxxxxxx

-
0.3 0.3 Topsoil 2
,- - S1 5 8 100 --
- Sandy Clay with gravel (CL),

-
,- brown and black, medium stiff, 0.0'- 1.5' 3
moist (FILL) 5
2.5 2.2
1-- - S2 3 4 60 --

- - 1.5'-3.0' 1
,-

-
,- Silty Clay with gravel (CL), brown, black, medium stiff, very 2
- moist (FILL) S3 2 6 13 --
4.5 2.0
1-- - 3.0' -4.5' 4
5 6
Sandy Clay (CL), brown, medium stiff, very moist, (FILL)
5.5 1.0 S4 6 32 67 --
......................
- 4.5'- 6.0' 26
........................
........................ - 24
--
........................ - S5 33 >50 100

....................... - Sandstone, weathered, brown

6.0' - 7.4' 50/4
--
........................ - S6/7.5'-7.7' 50/2 >50 100

-
9.1 3.6
........................
- S7/9.0'-9.1' 50/1 >50 100 --
10 End of Boring at 9.1'

-
1--

,-
,-
-
-
-
-
-
--
1--

,-
-
-
-
,-
15
-
-
,-
,-
-
-
-
>-- -
-
-
1--

,-
,-
-
-
-
1--
20
-
-
,-
-
-
--
>--

>--
-
-
-
-
>-- -
-
-
>--

>--
25
-
-
-- -
-
-- -
-
-
-
-
-
-
-
-
-
30

- -
- -
- -
- -
- -
-
-
-
-
- -
- 35
-
- -
- -
- -
- -
- -
- -
- -
- -
- 40
-
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 or 1
Project Name : _P_ro_s~
pe_c_
t H_
o_m
_e_s _,
Boring No. B3 Drilling Method: _H-'S_ --1
Measured Static Water Levels
Date Drilled:
A
__________
04/10/23 _,
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
__M_e_a_s_u_re_d (~ft~) ~(M
_S_L~) N_
o_te_s_-tLogged By: _J_
on_a_
h_L_
am
_b_ie ,
Surveyed by: Apex 4/1012023 Dry Township: City of Johnstown
Survey 4/11/2023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory:
Depth Elevation Latitude: 40• 19' 56.0604'"
Coal Seam ID (ft) (MSL) Longitude: 78° 54' 42.192"'
Grid Coordinates:
sz_•AO
Y-24hr.
Lithologic Description: rock type, weathering, SPT
U,(tsf) or
Depth Thickness Graphic Scale color, fracturing, minerals Water Sample Blows N %Recov.
oer6" RQD%
fftl 1111 Loa fovrtte carbonatet etc. Condftlons SPT
0.2 0.2 xxxxxxxxxx Topsoil
St 53
.................. •· .... 0.0' - 1.5'
........................
-
- Coarse Sand with gravel (SP), black and brown, loose, S2 33
moist (FILL) 1.5'- 3.0'

-
4.5 4.3
- S3
3.0" - 4.5'
33

33
- S4

........................ - 4.5'- 6.0'

........................
- Clayey Sand with gravel (SC), black and brown, very loose S5 53
to medium dense, moist (FILL)
- 6.0" - 7.5'

-
- 13 27

-
S6
7.5' - 9.0'

-
9.5 5.0
10 S7 60

- 9.0"-10.5'

-
- Sandy Clay with gravel (CL), brown, medium stiff, very
- - moist (FILL)
S8 60
12.0 2.5 10.5' -12.0'

- - End of Boring at 12.0'

- -
- 15
-
- -
- -
- -
- -
-
- -
- -
- 20
-
- -
- -
- -
- -
- -
- -
25

- -
- -
- -
t-- -
t-- -
t-- -
t--
30
-
t--

t-- -
t-- -
t-- -
t-- -
t-- -
t--
35
-
t-- -
t-- -
t-- -
t-- -
t-- -
t-- -
t-- -
t--
40 -
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. B3A Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04/13/23
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Aeex 4/13/2023 Dry Township: City of Johnstown
Survey 4/14/2023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: --
Depth Elevation Latitude: 40" 19" 56.0604'"
Coal Seam ID (ft) (MSL) Longitude: 78" 54' 42.192"
Grid Coordinates:
2_ = AO
y_. 24 hr.
LHhologic Description: rock type, weathering, SPT
U,(tsf)or
Depth Thickness Graphic Scale color, fracturing, minerals Water Sample Blows N %Recov.
RQD%
lftl flt\ Loa fovrite, carbonatet etc. Conditions oer6" SPT
0.1 0.1 xxxxxxxxxx Topsoil 4
........................ 11 20 --
........................ - S1
0.0' -1.5'
5

- 6
·····················
........................ - S2
5
5 40 --
........................ - 1.5' - 3.0'
2

........................ - Coarse Sand with gravel (ash with coal fragments) (SP),
3
5
- black and brown, loose to medium dense, moist (FILL)
S3 16 27 --
........................
- 3.0' - 4.5'
6
10
5 5
........................ S4 5 10 27 --
6.0 5.9
- 4.5' - 6.0' 5

--- - Auger Rerusal at 4.5'

- End or Boring at 6.0'

--- -
-
-
(B3A located 3.4' South or 83)

-- 10
-
-
-- -
-

--- -
-
-
-
-- -

---
-
15
-
-
--- -
-
-
-- -
-
-- -
-
-
---
20

-
-
-
-- -

--- -
-
-

-
- 25
-
-
-
-
-
-
-
-
- -
-
--
-
-
-
-
- 30
-
- -
-
-
-
-
-
-
-
-
- -
-
-
-
-
- 35
-
- -
- -
- -
- -
- -
- -
- -
- -
- 40 -
 GEOTECHNICAL TEST BORING LOG ABD002-0626200-23005673 Page 1 or 1
Project Name : _P..c
ro.c.•c.
P•ccc_
tH_o_m_e_s -i
Boring No. 838 Drilling Method: _H_S_ A _
Measured Static Water Levels
Date Drilled: -'41"1-'-
3_ .c.
14'-'12c..coc:.2.c..
3 --f
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
__M_e_a_s_u_r_
ed (._ft..:.) _.(_
M_S_L..:.) N_o_te_s_-iLogged By: -'-J"'
on;.;;a.;;.
h..:L-"
am -"b"'-ie'--------i
Surveyed by: Apex 4/13/2023 Dry Township: _c_~yc.o_ r_J_oh_n_st_ow _n -i
Survey 4/14/2023 Dry County, State: ..:Cc:.ac.
mc:.
br"ia' '----------f
Method: GPS Quadrangle: _J_ oh_n_ st_ow _n -i
Bottom Bottom SWL measured by: JSL Laboratory:
Depth Elevation Latitude: 40• 19' 56.0604"
-----------i
Coal Seam ID (ft) (MSL) Longitude: 76° 54' 42.192"
Grid Coordinates:
sz.. /\0

:!'_•24hr.

Lithologic Description: rock type, weathering, SPT

Depth Thickness Graphic Scale color, fracturing, minerals Water Sample 1-,B
~l~o-
ws
....:.;...;.~N~--1% Rec U,(tsf) or
(ft) lftl Loa (pyrite carbonate>. etc. Conditions
per 6" SPT ov, RQD%
0.1 0.1 xxxxxxxxxx Topsoil
47
- S1
0.0' -1.5'

S2 10 40
- 1.5' -3.0'
-
S3 20
3.0' -4.5'
- Coarse Sand with gravel (ash with coal fragmenls fill) (SP),
black, brown and red, loose, moist (FILL)
- S4
4.5'-6.0'
33

- 67
- S5

- 6.0' • 7.5'

.........................

--
L
20
9.0 6.9
.........
- S6
7.5'-9.0'
10
- Sandy Clay with gravel (CL), brown, stiff, moist (FILL) S7 2 33
- 'l-- - '-'
10'-- - ---l
10.5 1.5 9.0'-10.5'

-
- Sandstone fragments, some sand, brown, moist (FILL)
S6
10.5'-12.0'
14 67

15

13.5 3.0
- S9
12.0' · 13.5'
6 15 33

························
.......................
- S10 16 73
15 13.5'-15.0'
15
- 50 87
- S11 23

- 15.0' · 16.5' 27
15

- Sandstone, weathered, brown

S12
16.5' -16.0'
16 36 80

- 18

- S13 11 29 100
18.0' -19.5'
20
- 18
26
S14 30 >50 100
- 19.5' · 20.7' 50/2
21.1 7.6 S15/21.0'-21.1' 50/1 >50 100
End of Boring at 21.1'
-
-
- (B3B located 4.7' North or B3)

-
25
-
-- -
-
- -
-
-
-
-
-
- 30

- -
- -
- -
- -
- -
- -
- 35
-
- -
-
- -
- -
- -
- 40 -
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. 84 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04110/23
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Apex 411012023 Dry Township: City of Johnstown
Survey 411112023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory:
Depth Elevation Latitude: 40° 19" 56.064"
Coal Seam ID (ft) (MSL) Longitude: 78" 54• 40.7484"
Grid Coordinates:
_2 •AO
:!:_-l4hr.
Uthologic Description: rock type, weathering, SPT
U.,(tal)or
Depth Thickness Graphic Scale color, fracturing, minerals Water Sample Blows N % Recov.
RQD%
fltl lftl Loo lovrite carbonatet etc. Conditions per6" SPT
0.1 0.1 xxxxxxxxxx Topsoil

- S1
o.o·. 1.5•
17 100

- 13
16
S2 30 77 100
1.5•. 3.o·
- 47
16
- >50
- S3
3.o·- 4.3"
50
50/3
100

S4 / 4.5' • 4.8' 50/3 >SO 100

................ , .... , .. Sandstone, weathered, brown
........................
-
-
- S5
6.0' -6.7'
50
50/2
>50 100

-
- S6 50
>50 100
- 7.5' · 8.1' 5011

9.2 9.1 S7 I 9.0' • 9.2' 5012 >50 100

10 End of Boring at 9.2'

-
-
-
-
t-- -
t--
15
-
t-- -
t-- -
t-- -

t-- -
t-- -
1--
20
-
t--
t-- -
1-- -
t--
t-- -
1-- -
-
t--
25
t-- -
-
t-- -
1-- -
1-- -
-
- -
30

-
- -
- -
- -
- -
- -
35

- -
- -
- -
- -
- -
-
40
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 or 1
Project Name : Prospect Homes
Boring No. 85 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04/10/23
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Aeex 4/10/2023 Dry Township: City of Johnstown
Survey 4/11/2023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: ..
Depth Elevation Latitude: 40" 19' 55.1892"
Coal Seam ID (ft) (MSL) Longitude: 78" 54' 40.9428"
Grid Coordinates:
SZ. • AD
:Y_ • l4 hr.
Uthologic Description: rock type, weathering, SPT
U,(tsf)or
Depth Thickness Graphic Scale color, fracturing, minerals Water Sample Blows N %Recov.
RQD %
(It) (It) Loa (pyrite carbonate), etc. Conditions oor6" SPT
0.1 0.1 xxxxxxxxxx Topsoil 2
..
1.5 1.4 =r
........................
-
-
Sandy Clay with gravel (CL), brown, medium stiff, moist
(FILL)
S1
0.0' • 1.5'
2
4
14
6 100

..
-
........................ - S2
1.5' • 3.0'
14
35
49 100

........................
- 22
- >50 79 ..
......................
- - Sandstone, weathered, brown
S3
3.0' -4.4'
40
50/4
5
- S4 / 4.5' • 4.7' 5012 >50 0 ..
- -
-
........................ - ..
6.6 5.1
- S5/6.0'-6.1' 50/1 >50 100

- - Auger Refusal al 6.6'

- -
-
-
-
-
End of Boring at 6.6'

- 10
-
- -
- -
-
--
>--

,__
-
-
-
>-- -
-
>--

,__
- 15
-
-
>-- -
-
-
>--
,__
>--
-
-
-
-
-
>--
,__
20
-
-
>-- -
-
-
>--

>--
>--
-
-
-
-
-
>--

,__
>--
-
-
-
25

-
,__
>--
-
-
-
-
--
>--

>--
-
-
-
-
>--

>--
30
-
-
-
-
--
>--

,__
-
-
-
>-- -
-
-
>--

,__
35
-
-
-
>--

,__
>--
- -
-
-
>-- -
-
>--

,__
>--
- -
-
-
40
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. 86 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04/10/23
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Aeex 4/10/2023 Dry Township: City of Johnstown
Survey 4/11/2023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: --
Depth Elevation Latitude: 40" 19' 55.0632"
Coal Seam ID (ft) IMSLl Longitude: 78" 54' 40.2948"
Grid Coordinates:
2_•AD
Y•24hr.
Lithologic Description: rock type, weathering, SPT
Ue(tsl) or
Depth Thickness Graphic Scale color, fracturing, minerals Water Sample Blows N %Recov.
per6" RQD%
1ft) (ft) Loo (pyrite carbonate), etc. Conditions SPT
0.3 0.3 xxxxxxxxxx Topsoil 4
..................
- S1 24 74 100 --
0.0'-1.5'
- - S2
50
21
........................- - --
>50 100
1.5'-2.4'
........................ - 50/4

-
- - 26
76 100 ..
........................
........................ - S3
3.0'· 4.5'
36

5
- Sandstone, weathered, brown
S4
40
26
>50 88 ..
........................-
4.5' · 5.3' 50/3
-
- ..
- - S5 / 6.0' • 6.2' 50/2 >50 100

-
........................
-
........................ - ..
8.1 7.8
- S6 /7.5' - 7.7' 50/2 >50 100

,__ - Auger Refusal at 8.1'

,__ - End of Boring at 6.1'
10

-
,__
,__
-
-
-
>-- -
>--
,__ -
,__ -
-
>-- -
>--
15
-
,__ -
>--
,__ -
-
-
,__
,__
-
-
-
-
--
>--

20
-
-
>-- -
--
>--

,__
-
-
-
-
>-- -
-
-
>--

,__
25
-
-
-
-
>--

,__
>--
-
-
-
-
>--
,__
>--
-
-
-
-
>--
30
-
,__ -
,__ -
-
>--

,__
,__
-
-
-
-
-
-
>--

,__
35
-
-
-
--
>--

,__
-
-
-
,__ -
>-- -
-
-
>--

,__
40
-
-
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. B7 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04/10/23
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Apex 4/10/2023 Dry Township: City of Johnstown
Survey 4/11/2023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory:
Depth Elevation Latitude: 40° 19' 56.2188"
Coal Seam ID (ft) (MSL) Longitude: 78° 54' 40.122"
Grid Coordinates:
SZ. = AD
:!:_ = 24 hr.

Lithologic Description: rock type, weathering, SPT U,(tof)or

Depth Thickness Graphic Scale color, fracturing, minerals Water Sample Blowe N % Recov.
RQD%
flt) lftl Loa tovrite carbonate), etc. Conditions oer6" SPT
0.2 0.2 xxxxxxxxxx Topsoil
S1 6 93
Sandy Clay with gravel (CL), brown, medium stiff, moist
1.5 1.3 0.0' · 1.5'
19
- S2 30 67 100
- 1.5' · 3.0' 37
26
S3 40 78 100
- 3.0' -4.5' 38
- 17
S4 14 29 100

- 4.5' -6.0' 15

- Sandstone, weathered, brown 11

- S5
6.0' • 7.5'
10
16
26 87

........................ - 15
.......................
- S6
7.5'-9.0'
11 31 87

- 20
36
10 S7 42 >50 93
9.0' - 10.4' 50/4
10.8 9.3
- S8 / 10.5' - 10.8' 50/3 >50 100
End of Boring at 10.8'

-
-
-
-
-- 15

--- -
-
-
- 20
-

--- -
-
-
--- 25
-
-
-

--- - -
-
-

-
-
-
-
-
30

- -
- -
- -
- -
- -
- -
- 35
-

- -
- -
-

--
40
-
-
-
 GEOTECHNICAL TEST BORING LOG ABD002-0626200-23005673 Page 1 or 1
Project Name : _P_ro_s,_
pe_c_
t H_o_m_e__s -1
Boring No. 88 Drilling Method: _H_S_
A ___,
Measured Static Water Levels
Date Drilled: --0__
41--
11_12--3 --1
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
__M_e_a_s_u_r_
ed (,_ft_,,
) _,,(M
_S_L.,_) N_o_te_s_-lLogged By: --J__
on__a_h--L•--m--b--ie'--------1
Surveyed by: Apex 4/11/2023 Dry Township: _C_it,_
y_or_J_ oh_n_st_ow _n _,
Survey 4/12/2023 Dry County, State: --C--•--
m--br-i-a'---------1
Method: GPS Quadrangle: _J_oh_n_st_ow _n -1
Bottom Bottom SWL measured by: JSL Laboratory:
Depth Elevation Latitude: 40• 19' 52.9752"
Coal Seam ID (ft) (MSLl Longitude:
-----------1
78° 54' 39.2256"
Grid Coordinates:
SZ. = AD
]'._, ;4 hr.
Lithologlc Description: rock type, weathering, SPT U,(tof)or
Dapth Thickness Graphic Scale color, fracturing, minerals Water Sample Blows N %Recov.
RQD%
(ft) (ft) Log fpyrite carbonate), etc. Conditions oer6" SPT
0.2 0.2 xxxxx xxxxx Topsoil
0.7 S1 16 46 100
0.5 - Sandy Clay w/ gravel (CL), brown, very stiff, moist (FILL)
0.0' -1.5' 30
S2/1.5'-t.9' 50/4 >SO 100

-
- S3 / 3.0' - 3.4' 50/4 >SO 100
................ , . -
························

S4 44
>SO 100
4.5' - 5.3' 50/3
- Sandstone, weathered, brown

S5 I 6.0' - 6.4' 50/4 >SO 100

-
-
- S617.5' - 7.9' 50/4 >SO 100

9.1 8.4
- S7 / 9.0'- 9.1' 50/1 >SO 100
10 End of Boring al 9.1'

-- -
-
-
-- -
-
- 15
-
-
-- -
-
-
- -
-
-
-
-
- -
20

-
-
-
-

- -
- -
- -
- 25
-
- -
- -
- -
- -
- -
- -
- 30
-
- -
-
..._ -
-
-
..._
..._
-
-
-

-
..._
35

-
-

---
..._
-
-
-
- 40
 GEOTECHNICAL TEST BORING LOG ABD002-0626200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. 89 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04/11/23
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Aeex 4/11/2023 Dry Township: City of Johnstown
Survey 4/12/2023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: --
Depth Elevation Latitude: 40° 19' 54.2692"
Coal Seam ID (ft) IMSL) Longitude: 78° 54' 36.5812"
Grid Coordinates:
S2'. •AD
Y.•24hr.
Lithologic Description: rock type, weathering, SPT U,(tsf) or
Depth Thickness Graphic Sea~ color, fracturing, minerals Water Sample Blows N % Recov.
(pyrite carbonate), etc. per6" RQD%
lftl lftl Loo Conditions SPT
0.3
0.8
0.3
0.5
_,
xxxxxxxxxx Topsoil
Sandy Clay w/ gravel (CL), brown, very stiff, moist (FILL) S1
2
4 26 100 --
1.5 0.7 Clayey Sand w/ gravel (SC), brown, medium dense, moist o.o·- 1_5• 22
........................ (FILL) S2 52
>50 100 ..
························ 1.5· -2.4" 50/4
-
························
........................
- S3 50
........................
- 3.o· - 3.8' 50/3
>50 100 --
-
························ - Sandstone, weathered, brown
5 S4 / 4.5' - 4.9" 50/4 >50 100 --
·······················
........................ -
-
6.7 5.2
........................
- S5
6.o·- 6.7'
42
50/2
>50 100 --
I- - Auger Refusal at 6.4'
End of Boring at 6.7'
I-

I-
I-
- -
-
-
-
10

I-
-- -
-
-
I- -
-
--
1--

1--
-
-
-
1--
15
-
-
1--
1--
-
-
-
-
--
1--

1--
-
-
-
1-- -
1--
20
-
1-- -
1-- -
I-
I-
-
1-- -
-
-
-
-
I-

I-
- 25
-
-
-
--
I-

I-
-
-
-
I- -
-
I-

I-
- -
-
- 30
-
-
I-
I-
-
-
-
-
-
I-

I-
I-
-
-
-
-
--
I-

35
-
-
-- -
-
- -
- -
- -
- -
-
-
40
-
-
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. B10 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04/11/23
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Aeex 4/11/2023 Dry Township: City of Johnstown
Survey 4/12/2023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: --
Depth Elevation Latitude: 40° 19' 55.4592"
Coal Seam ID (ft) (MSL) Longitude: 78° 54' 38.6172"
Grid Coordinates:
2_ • AO
Y,-24hr.
Lithologlc Description: rock type, weathering, SPT
U,(tsf)or
Depth Thickness Graphic Scakt color, fracturing, minerals Water Sample Blows N % Recov.

=~
fftl fftl Loo lovrlte carbonate). etc. RQD%
Conditions per6" SPT
0.4 0.4 xxxxxxxxxx Topsoil 2
S1 2 4 100 --
- Sandy Clay with gravel (CL), brown, medium stiff, moist
0.0'-1.5' 2
1.7 1.3
- (FILL)
25
--
- - S2 50 >SO 100
························
- 1.5' - 2.8'
S3 / 3.0' - 3.4'
50/3
50/4 >SO 100 --
························ -
···········"·········"
........................ -
5
- Sandstone, weathered, brown
S4 / 4.5' - 4.9' 50/4 >SO 100 -·
······················"
-
·····················" - S5 / 6.0' - 6.2' 50/2 >SO 100 --
························ -

----
8.6 4.9

- Auger Refusal at 6.6'

End of Boring at 6.6'
-
-
- -
-
--
10

-
1-- -
-
-- -
-
-
-
1--

---
-
-
15
-
-
--
1--

-
-
1-- -
1-- -
-
I--
I--
-
-
-
-
20

-
I--
I--
-
-
-
-
1--

I--
I--
- -
-
-
-
1--

- -
-
25

-
1-- -
-
1--

1--
-- -
-
-
-
1--

-- 30
-
-
-- -
-- -
-
-
-
--
1--

1--
-
-
-
1--
35
-

1--
-- -
-
-
1-- -
-
-
-
-
-
-
-
-
1--
40 -
 GEOTECHNICAL TEST BORING LOG ABD002-0626200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. 811 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04/11/23
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Aeex 4/11/2023 Dry Township: City of Johnstown
Survey 4/12/2023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: --
Depth Elevation Latitude: 40° 19' 56.0 964"
Coal Seam ID (ft) (MSL) Longitude: 76° 54' 36.25"
Grid Coordinates:
~ •AD

Y•l4hr.
Lithologic Description: rock type, weathering, SPT
U,(taf)or
Depth Thickness Graphic Scale color, fracturing, minerals Water Sample Blows N % Recov.
RQD%
1ft) fft) Loa fovrite carbonate). etc. Conditions oer6" SPT
0.4 0.4 xxxxxxxxxx Topsoil 2
..
1.5 1.1 =r- -
-
Sandy Clay with gravel (CL), brown, medium stiff, moist
(FILL)
Clayey Sand with gravel (SC), brown, medium dense, moist
S1
0.0'-1.5'
2
2
3
4 60

2.2 0.7 (FILL) S2 19 49 100 --

- - 1.5'- 3.0' 30

........................-
13
- --
........................ - S3 22 56 100

5
- Sandstone, weathered, brown and gray
3.0'-4.5' 34
27
>SO ..
-
........................ - S4 32 100

6.3 4.1
- 4.5'- 5.6'
S5 / 6.0' - 6.2'
50/1
50/2 >50 100 --
Auger Refusal at 6.3'
f-- -
- End of Boring at 6.3'
f--

f--
f--
- -
-
-
f--
10
-
-
f--
-
-
-
--
f--

f--
-
-
-
f-- -
-
-
f--

15
-
-
---
f--

-
-
-
-- -
-
-- -
-
- 20
-
- -
-- -
-
-
-
-
-
-- -
-
- -
- 25
-
- -
- -
- -
- -
- -
- -
- -
- -
- 30
-
- -
- -
- -
- -
- -
- -
- -
- -
- 35
-
-
--
f--

f--
-
-
-
f-- -
-
-
f--

f--
f--
-
-
-
40
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. 812 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04/11/23
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft)
~----~~(MSL) N_
ot_e_s---iLogged By: Jonah Lambie
Surveyed by: Apex 4/11/2023 Dry Township: City of Johnstown
Survey 4/12/2023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory:
Depth Elevation Latitude: 40° 19' 57.1692"
Coal Seam ID (ft) (MSL) Longitude: 78° 54' 37.692"
Grid Coordinates:
SZ, • AD
Y•l4hr.
Lithologlc Description: rock type, weathering, ::;PT
U,(taf)or
Depth Thickness Graphic Scale color, fracturing, minerals Water Sample Blows N %Recov.
RQD%
fftl fltl Loo lovrite carbonatet etc. Conditions DSr6" SPT
0.2 xxxxxxxxxx Topsoil
S1 6 67
Sandy Clay with gravel (CL), brown, medium stiff, moist
0.0' -1.5'
- (FILL)
2.0 4

- S2
1.5' • 3.0'
10
29
39 100

S3 26
- >50 100
- 3.0' • 3.9" 50/4

- S4 / 4.5' • 4.9' 50/4 >50 100

- Sandstone, weathered, brown

- S5 / 6.0' • 6.2' 50/2 >50 100

........................
........................
-
-
8.1
- S6 / 7.5' • 7.8' 50/3 >50 100

Auger Refusal at 8.1'

End of Boring at 6.1'
10

>-- -
>-- -
>--
>-- -
>-- -

>--
15
-
>-- -
>--
>-- -
>-- -
-
>--
>-- -
>--
20
-
>-- -
>-- -
>-- -
>-- -
>-- -
>-- -
25

>-- -
>-- -
>-- -
>-- -
>-- -
>-- -
- 30
-
- -
-
-
-
-
- -

- -
- 35
-

- -
- -
- -
-
- -
- -
- 40 -
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. 813 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04/11/23
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Aeex 4/11/2023 Dry Township: City of Johnstown
Survey 4/12/2023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: ..
Depth Elevation Latitude: 40' 19' 57.7164"
Coal Seam ID (ft) (MSL) Longitude: 76' 54' 37.7712"
Grid Coordinates:
Sl•AD
Y,-14 hr.
Lithologic Description: rock type, weathering, SPT U,(taf)or
Depth Thickness Graphic Scale color, fracturing, minerals Water Sample Blows N %Recov.
fovrite carbonate). etc. RQD%
1111 lftl Loa Conditions oer&" SPT
0.2 0.2 xxxxxxxxxx Topsoil 2
0.6 0.4 -I Sandy Clay w/ gravel (CL), brown, very stiff, moist (FILL) S1 19 55 100 ..
........................
........................ - Sandstone fragments, some sand, brown, dense, moist
0.0'- 1.5'
S2/ 1.5'-1.8'
36
50/3 >SO 100 ..
- (FILL)
··············"········ -
3.0
3.4
2.4
0.4
_, Sandy Clay with gravel (CL), brown, very stiff, moist
S3 25
>SO 100 ..
........................ 3.0'- 3.9' 50/4
........................
5
- Sandstone, weathered, brown S4 50
>SO ..
100
5.3 1.9 4.5'- 5.0' 50/0

- - Auger Refusal at 5.3'

- - End of Boring at 5.3'

- -
- -
- -
- -
- -
- 10
-
- -
- -
- -
- -
- -
- -
- -
- -
- -
---- 15

-
-
-
--- -
-
-
-
-- -
-
--- 20

-
-
-
-- -
-
-
-- 25
-
-
-

--- -
-
-
-
-- -

--- -
-
-
-

---
30

-
-
-
-- -
--- -
-
-
-
- 35
-
-
-
-
-
-
-
-
-
- -
- -
- -
- -
- 40
-
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 or 1
Project Name : _P_ro_s~pe_c_
t H_
o_m_e_s ..,.
Boring No. 814
Measured Static Water Levels
Drilling Method:
Date Drilled:
__________..,.
_H_s_ A
04111123
_

Surface Elev. Date Depth Elevation Drilled By: Mountain Research

__M.,.e,,,a_s_u_re_d .....;.(_
ft,._) ~(M
_ S_L,__) N_
o_te_s_-1Logged By: _J_
on_a_h_L_ am_b_ie ..,.
Surveyed by: Apex 4/11/2023 Dry Township: _c_rt,._
y_ of-'J_
oh"-n-'-st-'-o_
w_n _
Survey 4/12/2023 Dry County, State: _c_a_
m_b_
ria ---1

Method: GPS Quadrangle: "'J-'- ' =n- --------i

oh.;;.n;;;.st"ow
Bottom Bottom SWL measured by: JSL Laboratory:
Depth Elevation Latitude: -'4"'-
0·.....;.
19'-'-'5"'-
8'-'
.1-'-
16;.." -1
Coal Seam ID (ft) (MSL) Longitude: 78° 54' 38.6892"
Grid Coordinates:
~•AD

Y,- 24 hr.
Lithologic Description: rock type, weathering, SPT U,(tal)or
Depth Thickness Graphic Seate color, fracturing, minerals Water Sample Blows N 0/a Recov.
RQD%
lfll fftl Loa lovrite carbonatet etc. Condrtions oer6" SPT
0.3 0.3 xxxxxxxxxx Topsoil
S1 100

- Silty Clay with gravel (CL), brown, medium stitr to stiff,

moist (FILL)
0.0' • 1.5'
8
2.3 2.0
- S2 18 53 100
1.5' • 3.0' 35

- 25
81 100
- S3 34

- 3.0' • 4.5'
S4
47
47
>50 100
4.5'- 5.3'
- 50/3

- Sandstone fragments, few thin clay seams, weathered,

brown 21
........................
........................
- S5 47 >50 100
........................ 6.0'· 7.4' 50/4
························
- S6
7.5'- 8.3'
25
>50 100
- 50/3

9.2 6.9
- S7 / 9.0' • 9.2' 50/2 >50 100
10 End of Boring at 9.2'

t-- -
t-- -

t-- -
t-- -

t--
15
-
t-- -
t--
t-- -
t-- -
t-- -
t-- -
t--
20
-
t-- -
t-- -
t-- -
t-- -
t-- -
t-- -
25

t-- -
t-- -
t-- -
t--
t-- -
t-- -
t--
30
-
t-- -
t-- -
t-- -
t-- -

t-- -
t-- -
35

t--
t-- -
t-- -

t-- -
t-- -

40
-
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 or 1
Project Name : _P_ro_•~ P•_ct_Ho_m_e_s --1
Boring No. B15 Drilling Method: -'-H'-'S.:.A;..._ _
Measured Static Water Levels
Date Drilled: 04112123
Surface Elev. Date Depth Elevation Drilled By: _M_o_u-
nt-
ai_
n_R-
es_e_
a,-c-
h------1

__M_e_a_s_u_re
_d (~ft..a.) ..a.(M
_ S_L..a.) N_
o_te_s_--iLogged By: _Jo_n_a_
h_La_m_b_i•-------1
Surveyed by: Apex 4/1212023 Dry Township: .cc.;;;ny'-o'-'f.:.J.:.;
oh.:.;n.:.;
st.:.
ow.:.n.;._ --1
Survey 4/13/2023 Dry County, State: _c_a_m_br_i•----------1
Method: GPS Quadrangle: _Jo_h_n_
st_
ow _n _,
Bottom
Depth
Bottom
Elevation
SWL measured by: JSL Laboratory:
Latitude:
__________
40' 19' 52.8888"
_,
Coal Seam ID (ft) (MSL) Longitude: 78" 54' 41.4828"
Grid Coordinates:
SZ. • AD
J'.. - 24 hr.
Lithologic Description: rock type, weathering, :;PT
U,(taf) or
Depth Thickness Graphic Scale color, fracturing, minerals Water Sample Blows N %Recov.
RQD%
lftl lltl Loo lovrlte carbonatet etc. Conditions oer6" SPT
0.3 0.3 xxxxxxxxxx Topsoil 3
0.9 Sandy Clay with gravel (CL), brown, medium stiff, moist S1 15 100
0.6 -
(FILL) 0.0' · 1.5'

S2 10 22 100

- 1.5' - 3.0' 12

- Clayey Sand (SC), some gravel, brown, medium dense,

S3 13 25 100
- moist
3.0' - 4.5' 12
13
27 100
6.0 5.1
- S4
4.5' -6.0'
13
14
13
S5 15 38 100
6.0'- 7.5' 23
-
- 23

- Sandstone, weathered, brown

S6
7.5' · 9.0'
22
21
43 100

10
- S7
24
21 46 100
9.0'- 10.5' 25
- 23
41 100
12.0 6.0
- S8
10.5' - 12.0'
21
20
End of Boring at 12.0'
-

-
15
-
-
-
-
-
-
20
-
-
-
-
-
-
-
25

-- -
-
-- -
-
- -
- 30
-
-
-
-
-
-
-
- -
- -
- 35
-
- -
- -
- -
- -
- -
- -
40
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. B16 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04/1212 3
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Aeex 4/1212023 Dry Township: City of Johnstown
Survey 4/13/2023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: ..
Depth Elevation Latitude: 40" 19' 54.0804"
Coal Seam ID (ft) (MSLl Longitude: 78° 54' 41.2128"
Grid Coordinates:
Sl_ = AD
:!:_-24hr.
Ltthologic Description: rock type, weathering, SPT U.,(tsf)or
Graphic ScaSe Sample Blows N %Recov.

- --
Depth Thickness color, fracturing, minerals Water
RQD%
lftl /Ill Loa (pyrite carbonate), etc. Conditions per6" SPT
xxxxxxxxxx

-
0.3 0.3 Topsoil 2
,__ ..
,__ - S1 1 2 73

-
0.0'- 1.5' 1
2
- Sandy Clay with gravel (CL), brown, soft, moist (FILL) ..
-

-
S2 2 4 47
Spray foam at 3.8'
,__ - 1.5'- 3.0' 2
,__ - 1
4,0 3.7 S3 3 51 87 ..
........................
5
- 3.0' -4.5'
S4
48
45
>50 100 ..
........................
........................ - 4.5'· 5.2' 50/2

.......... ............ - ..
........................
....... .............. - Sandstone, weathered, brown
S5 I 6.0' • 6.3' 50/3 >50 100

........................ -
························
........................ - ..
........................ - S6/7.5'- 7.7' 50/2 >50 100

........................ -
9.4 5.4
- S7 / 9.0' · 9.4' 50/4 >50 100 ..
10 End of Boring at 9.4'

-
f--

,__
,__
-
-
-
-
,__ -
--
,__
-
-
-
,__ - -
15

-
,__
,__
-
-
-
,__
--
,__
-
-
-
-
,__ -
,__ -
20
,__ -
,__ -
-
--
f--
-
-
-- -
-
-- 25
-
-
-- -
-
-
-
-
-
- -
-
-
-
-
- -
- 30
-
- -
- -
- -
- -
- -
- -
- -
- -
- 35
-
- -
- -
- -
- -
-
,__
,__
-
-
-
-
f--

40
-
-
 GEOTECHNICAL TEST BORING LOG ABD002-0626200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. 817 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04112/2 3
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Aeex 411212023 Dry Township: City of Johnstown
Survey 411312023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: ..
Depth Elevation Latitude: 40° 19' 53.994"
Coal Seam ID (ft) (MSL) Longitude: 76° 54' 40.5664"
Grid Coordinates:
~ •AO

:!:_-24hr.
Llthologic Description: rock type, weathering, SPT
Ue(tsf)or
Sample Blows N 0/o Recov.

-
Depth Thickness Graphic Scale color, fracturing, minerals Water
fovrite carbonatet etc. oer6" RQO%
fftl lftl Loa Conditions SPT
xxxxxxxxxx

-
0.2 0.2 Topsoil 3

--
..
- S1 2 4 67

-
0.0' -1.5' 2
f-- - Sandy Clay with gravel (CL), brown, soft, moist (FILL)
2
..
-

-
S2 2 41 33

4.0 3.6
--
f--

-
-
Spray roam at 2.5' - 3.0'
1.5' · 3.0'

S3
39
1
1 13 40 ..
........................
5
- 3.0' · 4.5' 12
13
..
- - S4 23 45 100
........................
........................ - 4.5' · 6.0' 22

..................... - 16
..
...................... - S5 17 33 100

........................ - 6.0' · 7.5' 16

........................ - Sandstone, weathered, brown

12
..
........................ - S6 16 34 67

- 7.5'-9.0' 16
.......................
10
- S7
14
20 53 100 ..
........................ - 9.0' -10.5' 33
........................ 16
........................
- S6 26 75 100 ..
12.0 6.0
- 10.5' • 12.0' 47

--- - End of Boring at 12.0'

-
-
-- 15
-
-
-- -
-
-- -
-
-- -
-
- -
- -
- 20
-
-
-
-
-
-
-
-
-
- -
- -
- -
- -
- 25
-
- -
- -
- -
- -
- -
- -
- -
- -
- 30
-
- -
- -
- -
- -
- -
- -
- -
- -
f--
35
-
--
f--
-
-
-
--
f--

f--
-
-
-
-
f-- -
f--
40 -
 GEOTECHNICAL TEST BORING LOG ABD002-0626200-23005673 Page 1 of 1
Project Name : _P_ro'-s.,_
pe--c__t --
Ho'-m
--•'-•------f
Boring No. 818 Drilling Method: _H_S_A __,
Measured Static Water Levels
Date Drilled: -'o--41-1'"
212"-3---- - - - - - - ---1
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Apex 4/12/2023 Dry Township: City of Johnstown
Survey 4/1312023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory:
Depth Elevation Latitude: 40" 19' 52.9624"
Coal Seam ID (ft) (MSL) Longitude: 76' 54' 40.7916"
Grid Coordinates:
'Sl._ =AO
:!:_ = 24 hr.
Lithologic Description: rock type, weathering, SPT
U,(taf)or
Depth Thickness Graphic Scale color, fracturing, minerals Water Sample Blowa N % Recov.
(Ill Loa RQD%
(ft) (Dvrite carbonate), etc. Conditions eer 6" SPT
0.4 0.4 xxxxxxxxxx Topsoil
1.0 Sandy Clay with gravel (CL), brown, soft, moist (FILL) S1 93
0.6 -
o.o·-1.s·

- S2 12 43 100
-
- 1.5' · 3.0'
S3
31
45
>50 100
3.0' · 3.6' 50/3
........................
........................
- 13
43 100
- Sandstone, weathered, brown
S4
4,5' · 6.0'
15
26

- 40
93 100
- S5 43

- 6.0' - 7.5" 50
16
63 100
- S6
7.5"- 9.o·
31

- 32

10
- S7
37
25 52 100
10.5 9.5 9.0' · 10.5" 27

- End of Boring at 10.5'

>-- -
-

15

20

>-- -
>-- -
>-- -
>-- -
>-- -
>-- -
>--
25
-
>-- -
>-- -
>-- -

-
-
-
-
- 30
-
-- -
-
- -
- -
- -
- -
- 35
-
- -

- -
- -
- -

- 40 -
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 of 1
Project Name: _P_ro_s,_
pe_ct_H_
o_m_e_s -t
Boring No. 819 Drilling Method: -'-H'-'S-"
A'- - - - - - - - -
Measured Static Water Levels
Date Drilled: 04112123
Surface Elev. Date Depth Elevation Drilled By: -M-o-un_t_
ai_
n_R_
es_e_
a,-c-
h-----t
__M_e_a_s_u_re_d (,_
ft..a.) .,(M
_S_L..a.) N_
o_te_s_-iLogged By: _J_
on_a_h_L_
am
_b_i•-------t
Surveyed by: Apex 411212023 Dry Township: City of Johnstown
Survey 4/13/2023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory:
Depth Elevation Latitude: 40° 19" 52.7772"
Coal Seam ID (ft) {MSL) Longitude: 78° 54• 40.0608"
Grid Coordinates:
Sl •AD
y_ • 24 hr.
Lithologic Description: rock type, weathering, SPT
U,{tsf)or
Depth Sample Blows N % Recov.

-
Thickness Graphic Scale color, fracturing, minerals Water
per&" RQD%
fltl fltl Loo (pyrtte carbonate), etc. Conditions SPT
0.5 0.5 0.0' - 0.1' Asphalt, 0.1' - 0.5' 2A Modified Aggregate 29
1.0 0.5 Sandy Clay (CL), brown, moist S1 5 >SO 43
o.o·- 1.4•
- S2/ 1.5"-1.9'
50/4
50/4 >SO 0

-
- S3 / 3.0' - 3.5' 50/4 >SO 80

-
S4 / 4.5" - 4.8' 50/3 >50 100

- Sandstone, weathered, brown

-
- S5
19
20 43 100
e.o· - 7.5" 23
-
- S6 31
>50 100
- 7.5"- 8.4 50/4

10
- S7
31
50 >50 100
10.2 9.2 9.0' -10.2' 50/2
End or Boring at 10.2'

-
- -
- -
- -
- -
- 15
-
- -
- -
- -
-
- -
f-
,._ -
20
-
f-
,._ -
-
f- -
f- -
f- -
25
f- -
f- -
f- -
f- -
f- -

,__ -
30

,__ -
f- -
f- -
,__ -
f- -
f-
35
-
--- -
-
-
-
-
-
-
-
- -
- 40 -
 GEOTECHNICAL TEST BO RING LOG ABD002-0628200-23005873 Page 1 of 1
Project Name : _P_ro_s~
pe_ct_Ho_m
_e_s _,
Boring No. 820 Drilling Method: _H_s_
A ---t
Measured Static Water Levels
Date Drilled: ___________,
04/12123
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
__M_,e_a_s_u_re
_d (~ft~) --'(_
M_S_L~) N_
o_te_s_-lLogged By: _J_
on_a_h_L_
am_b_
ie _,
Surveyed by: Apex 4/12/2023 Ory Township: -'C-'1-'-
y-'-of--'J-'
oh-"n-'st-o'-
' w"-
n-------t
Survey County, State: _c_a_ m_b_ ria __,
Method: GPS Quadrangle: -'J-'-
oh-"n-'st-o'-
' w"-
n---------t
Bottom Bottom SWL measured by: JSL Laboratory:
Depth Elevation Latitude: -'
4'-o·-"
19'-•-'-
53-'-.3'-'3-'-
88'-'"------I
Coal Seam ID (ft) (MSL) Longitude: 78" 54' 42.0768'"
Grid Coordinates:

Lithologic Description: rock type, weathering, SPT

U,(tsf}or
Depth Thickness Graphic Scale color, fracturing, minerals Water Sample Blows N °loRecov.
fftl fftl Loa lovrite carbonatet etc. oer6" RQD%
Conditions SPT

-
0.1 0.1 Asphalt 27
0.7 0.6 2A Modified Aaoreoate S1 12 34 73
1.2 0.5 Sandy Clay with gravel (CL), brown, stiff, moist 0.0' -1.5' 22
20
-
- S2
1.5' - 3.0
34
38
72 100

.························
.... .... .. .. ... .... . '.. 23
-
- S3 28 73 100

- 3.0' - 4.5"
S4 / 4.5' - 4,9'
45
50/4 >50 100

-
························ - Sandstone, wealhered, brown
........................
- S5
20
25 68 100
8.0'-7.5' 43

- 35

························.. - S6 38 88 100
······················
- 7.5'-9.0" 50
38
10 S7 50 >50 100
10.4 9.2 9.0" - 10.4' 50/4

- - End of Boring at 10.4'

-
-
- -
-

- 15
-
- -
-
- -
- -
-
-- -
- 20
-
- -
- -
- -
-
-
-
-
-
-
25
-
- -
- -
- -
-
- -
- -
- 30

- -
- -
- -
- -
- -
- 35
-
-
-
,_
-
-

,_ -
,_ -
,_ -
40
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. 821 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04/12/23
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Aeex 4/12/2023 Dry Township: City of Johnstown
Survey County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: --
Depth Elevation Latitude: 40° 19' 55.6752"
Coal Seam ID (ft) (MSL) Longitude: 78° 54' 41.6016"
Grid Coordinates:
SZ. = AD
Y,-l4 hr ,
Ltthologlc Description: rock type, weathering, SPT U,(tsf) or
Depth Thickness Graphic Scale color, fracturing, minerals Water Sample Blows N %Recov.
RQD%

-
fftl fftl Loa fovrite carbonate). etc. Conditions oer6" SPT
0.1 0.1 --= Asphalt 23
0.8 0.7 ========== 2A Modified Aggregate S1 --

-
6 11 33

-
- -
---
-
-
-
-
0.0' -1.5'

S2
1.5' - 3.0
5
5
9
13
22 0 --

--
Sandy Clay with gravel (CL), brown, stiff, moist
13
- --
- S3 15 26 67

5.0 4.2 5
- 3.0'- 4.5' 13
15
........................ S4 13 28 73 --
....................... -
- 4.5'-6.0' 15
·····················
···········"······•"''
- S5
28
32 68 100 --
........................
- 6.0'- 7.5' 36
-
........................
- Sandstone, weathered, brown S6 23
>SO 100 --
........................
- 7.5'- 8.4' 50/4
......................
-
························
10
- S7
50
47 85 67 --

---
10.5 5.5 9.0' -10.5' 38
End of Boring at 10.5'
-
-
-

-
--
-
-
-
-
-
-- 15

-
-
-- -
-
-

--- 20
-
-
-
-

--
._

-
-
-
-
-
- -
- -
- -
- -
- 25
-
- -
-
---- -
-
-
-

-- -
-
-
-

---
30

-
-
i-- -
-- -
-
-
-
-- -
-
--- 35

-
-

--- -
-
-
-
-- -
- 40
-
-
 GEOTECHNICAL TEST BORING LOG ABD002-0626200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. 822 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04/13/23
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Aeex 4/13/2023 Dry Township: City of Johnstown
Survey 4/14/2023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: --
Depth Elevation Latitude: 40• 19' 56.6360"
Coal Seam ID {ft) (MSL) Longitude: 76° 54' 39.9276"
Grid Coordinates:
2_ •AD

Y•24hr.
Ltthologic Description: rock type, weathering, SPT
U,(tsf)or
Sample %Recov.

-
Depth Thickness Graphic Scale color, fracturing, minerals Water Blows N
tit) Loa RQD%
lltl Covrite carbonate}. etc. Conditions oer6" SPT
xxxxxxxxxx

-
0.3 0.3 Topsoil 2
.._ - S1 --
--
2 5 67

-
- Sandy Clay with gravel (CL), brown, medium stiff to stiff,
0.0' -1.5'
6
3

.._ - moist --
.._ - S2 6 13 60

3.4 3.1
- 1.5' - 3.0 7
5
........................
- S3 9 23 100 --
........................ 3.0' - 4.5' 14
5
- 12
............. ·········
........................
- S4
4.5' -6.0'
15
13
26 100 --

....
- --
··················
- 13
........................
- S5 12 25 100
..................... , ..
........................ - Sandstone, weathered, brown 6.0' - 7.5' 13
--
....................... - S6 /7.5 - 7.9' 50/4 >50 100

........................ -
....................... - S7 50
10
- 9.0' - 9.7' 50/2
>50 100 --
........................
10.7 7.3
- S8/10.5'-10.7' 50/2 >50 100 --
.._ - End of Boring at 10.7'
.._
-
.._
.._
-
-
-
-
.._ -
-
.._
15
-
-
.._ -
.._ -
-
,__
,__
-
-
-
.._ -
-- 20
-
-
.._ -
.._ -
--- -
-
-
- -
- -
- -
- 25
-

.._
-- -
-
-
.._

.._
-- -
-
-
-
.._ -
.._ -
-
30

.._ -
.._ -
--
.._
-
-
-
-
.._ -
-- 35
-
-
.._ -
--
.._
-
-
-
.._ -
.._ -
~
,__
- -
-
-
40
 GEOTECHNICAL TEST BORING LOG ABD002-0626200-23005673 Page 1 or 1
Project Name : Prospect Homes
Boring No. B23 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04/13/23
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Apex 4/13/2023 Dry Township: City of Johnstown
Survey 4/14/2023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: ..
Depth Elevation Latitude: 40• 19' 56.2132'"
Coal Seam ID (Ill (MSL) Longitude: 76° 54' 39.2760"
Grid Coordinates:
sz. •/ID

:!:_ -14 hr.

Lithologic Description: rock type, weathering, SPT
U,(tsl)or
color, fracturing, minerals N %Recov.

-
Depth Thickness Graphic Seate Water Sample Blows
1ft) RQD'k
lftl Log (pyrite carbonate}, etc. Conditions oer6" SPT
xxxxxxxxxx

-
0.3 0.3 Topsoil 1
..
,-- - S1 1 2 93

-
0.0' • 1.5' 1

-
-
,--
- 2

-
- Sandy Clay with gravel (CL), brown, very soft to very stiff,
moist to very moist
S2 2 5 67 1.5
,--
,--
- 1.5' • 3.0 3
3
- S3 6 21 100 ..
,-- -
4.3 4.0 3.0' -4.5' 13
5 13
........................ ..
........................ - S4
4.5' • 5.9'
26
50/4
>50 100

- ..
···········"·"········
........................ - S5 / 6.0' · 6.3' 50/3 >SO 100

........................ - Sandstone, weathered, brown

........................
........................
- S6/ 7.5' · 7.7' 50/2 >SO 100 ..
-
······················· -
9.3 5.0
························ - S7 / 9.0' • 9.3' 50/3 >50 100 ..
10 End of Boring at 9.3'

--- -
-
-
- - -
-
-- -
-
-- 15
-
-
-- -
-
- - -
-
-
-
-
-
-
-
-
-
- 20
-
- -
- -
- -
- -
- -
- -
- -
- -
- 25
-
- -
- -
- -
- -
- -
- -
- -
- -
- 30
-
-
,--
,--
-
-
-
-
-
,--

,--
,--
-
-
-
-
-
,--

,--
35
-
-
,-- -
-
-
,--

,--
,--
-
-
-
-
'
--
,--

40
-
-
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 or 1
Project Name : _P_ro_s'-
pe_c_
t H_o_rn_•-•-------1
Boring No. 824 Drilling Method: _H_S_
A ___,
Measured Static Water Levels
Date Drilled: 04113123
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Apex 411312023 Dry Township: City of Johnstown
Survey 411412023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory:
Depth Elevation Latitude: 40• 20' 00.5028"
Coal Seam ID (ft) (MSU Longitude: 78" 54' 37.9224"
Grid Coordinates:
SL •AD
J'..•l4hr.
Llthologic Description: rock type, weathering, :;PT
U,(taf)or
Depth Thickness Graphic Scale color, fracturing, minerals Water Sample Blows N % Recov.
RQD%
(It) (Ill Loa (pyrite carbonate), etc. Condrtlons per6" SPT
0.2 0.2 xxxxxxxxxx Topsoil 2

1.5 1.3
- Sandy Clay with gravel (CL), brown, medium stiff, moist,
(FILL)
S1
0.0'- 1.5'
100 1.0

10
27 87
- S2
1.5'- 3.0
12

- 15

- S3 24 40
3.0'- 4.5'
5 \
- 15
12
S4 19 40
- 4.5'-6.0' 10
8

- Sandstone, weathered, brown S5 22 100

- 6.0'- 7.5' 13

- S6
18
26 65 80

························ - 7.5' · 9.0' 39

························
10
- S7
9.0' · 9.9'
50
5014
>50 100

23
SB 15 >50 100
11.9 10.4
- 10.5' -11.9' 5014

- End of Boring at 11. 9'

I- -
I- -
I-
15
-
I-
I- -
I- -
I- -
I- -
I- -
I- -
20
I- -
I- -
I- -
I- -
I- -
I-
25
-
I- -
I-
I- -
I- -
-
I-
I- -
I-
30
-
I- -
-
-
I-

-
-- -
-
I- -
35

-- -
-
- -
-
- -
- -
40
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005873 Page 1 of 1
Project Name : Prospect Homes
Boring No. 825 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04/13/23
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Aeex 4/13/2023 Dry Township: City of Johnstown
Survey 4/14/2023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: ..
Depth Elevation Latitude: 40' 20' 01.6620"
Coal Seam ID (ft) (MSL) Longitude: 78' 54' 37.2384"
Grid Coordinates:
SZ.•AD
J'..•l4hr.
Lithologic Description: rock type, weathering, SPT
U,(tsf)or
Scale Sample Blowe N % Recov.

-
Depth Thickness Graphic color, fracturing, minerals Water
RQD'!.
flt} fftl Loa fovrite carbonate), etc. Conditions Der6" SPT
xxxxxxxxxx Topsoil

-
0.4 0.4 2

- S1
0.0" • 1.5'
2
2
4 87 1.0

- Sandy Clay with gravel (CL), brown, medium sliff, moist

2
2.3 1.9
- S2 4 10 100 0.0
························
- 1.5' • 3.0 6

- - Clayey Sand with gravelto(SC), brown, medium dense, moist

very moist
7
..
4.5 2.2
.......................
- S3
3.0' · 4.5'
11
23
34 87

5 18
S4 28 68 100 ..
........................ 4.5' -8.0'
- S5
40
25 ..
- - 6.0' -6.9"
>50 67

........................- - Sandstone, weathered, brown

50/4

- S617.5'- 7.8" ..
·······················- - 50/3 >50 100

························ -
9.4 4.9
- S7 / 9.0' - 9.4' 50/4 >50 100 ..
10 End of Boring at 9.4'

- -
- -
- -
- -
- -
- -
- -
- -
- 15
-
- -
- -
- -
- -
- -
- -
- -
- -
- 20
-
- -
- -
- -
- -
- -
- -
- -
- -
- 25
-
- -
- -
- -
- -
- -
- -
- -
- -
- 30
-
-
,__ -
-
--
,__
-
--
,__ -
,__ -
-
,__
35
-
-
,__ -
-
,__
,__
-
-
-
,__ -
,__ -
--
,__
-
-
-
40
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. B26 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04/13/23
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Aeex 4/13/2023 Dry Township: City of Johnstown
Survey 4/14/2023 Dry County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: ..
Depth Elevation Latitude: 40" 20' 02.7456"
Coal Seam ID {ft) (MSL) Longitude: 78" 54' 36.5796"
Grid Coordinates:
2_ •AD
Y.•l4hr.
Lithologlc Description: rock type, weathering, SPT
U,(taf)or
Depth Thickness Graphic color, fracturing, minerals Sample Blows N

-
Scale Water %Recov.
RQD%
fltl (It) Log (pyrite carbonate\. etc. Conditions oer6" SPT
xxxxxxxxxx Topsoil

-
0.2 0.2 2
,.._ - S1 3 5 100 0.0
,.._ -

--
0.0'-1.5' 2

-- -
-
2
0.0

-
S2 1 4 100
,.._ - Sandy Clay with gravel (CL), brown, medium stiff to stiff, 1.5'- 3.0 3
,.._ - moist to very moist

-
2
,.._ - S3 4 11 80 1.5
3.0'- 4.5'
5
- 7
8
6.0 5.8 S4 12 32 100 ..
........................ 4.5' - 6.0'
- 20

- - 16
..
......................
- S5
6.0' · 7.5'
20
26
46 100

........................- -
- 27
..
........................
...................... - S6 30 64 100

........................ - Sandstone, weathered, brown 7.5' · 9.0' 34

10
- S7
9.0' · 9.8'
40
50/3
>50 100 ..

........................ -
-
........................ - 48
..
11.9 5.9
- SB
10.5'-11.9'
20
50/3
>50 100

,.._ - End of Boring at 11.9'

--
,.._
-
-
-
,.._ -
15

-
,.._
,.._
-
-
-
,.._
--
,.._
-
-
-
-
,.._ -
,.._ -
20

-
,.._
,.._
-
-
-
-- -

--- -
--
-
- 25
-
-
-
-
-
-- -
-
-
-
-
-
-
- -
-
- 30 -
- -
-
-
-
-
- -
- -
- -
- -
- -
- 35
-
- -
- -
-
-
--
- -
- -
- -
- -
- 40 -
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 or 1
Project Name : Prospect Homes
Boring No. B27 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 4/13-14/2023
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Aeex 4/14/2023 Dry Township: City of Johnstown
Survey County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: ..
Depth Elevation Latitude: 40• 20· 02.3064
Coal Seam ID (ft) (MSL) Longitude: 78" 54• 35.0100"
Grid Coordinates:
SZ. • AD
'.Y_-l4 hr.
Lithologlc Description: rock type, weathering, 5PT
U,(tsf)or
Depth Thickness Graphic Scale color, fracturing, minerals Water Sample Blows N % Recov.
RQD%
(11) (ft) Loa (pvrite carbonate). etc. Conditions oer6" SPT
0.2 0.2 xxxxxxxxxx Topsoil 2

1.3
2.1
1.1
0.8
=r - Sandy Clay with gravel (CL), brown, stiff, moist (FILL)

Clayey Sand (SC), black, loose, very moist {FILL)

S1
0.0' - 1.5'
4
6
3
10 93 0.0

2.7 0.6 =r
........................
·······················
-
-
Sandy Clay with gravel (CL), brown, medium slitf, moist
S2
1.5'- 3.0
2
4
2
6 100 0.0

..
4
........................
........................ - S3
3.0' • 4.5'
20 33

5
- Sandstone, weathered, brown
S4
16
36
>50 89 ..
........................ 4.5' • 5.4'
........................ - 50/4

- ..
6.9 4.2
- - S5 I 6.0' • 6.4' 50/4 >50 100

Auger Refusal at 6.9'

- -
- - End of Boring at 6.9'

- -
- -
- 10
-
- -
- -
- -
- -
- -
- -
- -
- -
- 15
-
- -
- -
-
-
-
--
-
- -
-
-
-
-
- 20
-
-- -
-
-
-
-
-
-
-
-
--
-
- -
- 25
-
-
-
-
-
- -
- -
- -
-
-
-
-
- -
- 30
-
- -
-
-
--
- -
-
-
-
-
-
-
-
-
- 35
-
- -
- -
- -
- -
- -
- -
- -
- -
- 40 -
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. 828 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04114123
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Aeex 4114/2023 D,y Township: City of Johnstown
Survey County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: ..
Depth Elevation Latitude: 40° 20' 00.9708"
Coal Seam ID (ft) (MSL) Longitude: 78° 54' 35.6112"
Grid Coordinates:
sz. = /ID

Y.=24k
Lrthologic Description: rock type, weathering, SPT
U,,(tsl) or
Seate Sample %Recov.

-
Depth Thickness Graphic color, fracturing, minerals Water Blows N
(ftl flt) RQD¾
Loo fovrite carbonate). etc. Conditions oer6" SPT
xxxxxxxxxx

-
0.3 0.3 Topsoil 3
..
- S1

--
I--
7 12 53

--
0.0'- 1.5' 5

- 9
..

-
1-- - S2 3 5 73
I-- - Sandy Clay with gravel (CL), brown, very soft to stiff, moist 1.5'- 3.0' 2

-
(FILL) 2
-
1-- - S3 0 0 33 •·

1--
5
- 3.0' - 4.5' 0
1
5.3 5.0 S4 8 28 80 ..
........................
- 4.5' -6.0' 20
·········"·············
........................ - 25
..
........................ - Sandstone, weathered, brown
S5
6.0' • 7.4'
50
5014
>50 71

- ..
8.5 3.2
······················ ..
- $6 I 7.5' • 7.7' 5012 >50 100

1-- - Auger Refusal at 8.5'

I--
10
- End of Boring at 8.5'

-
1--
-
-
-
--
I--

1--
-
-
-
1-- -
-
-
I--

1--
15
-
-
I-- -
-
-
I--

1--
1--
-
-
-
-
-
I--

1--
20
-
-
I-- -
-
-
I--

f--
f--
-
-
-
f-- -
f-- -
f-- -
f--
25
-
- -
-- -
-
-
-
-
-
-
-
-
-
- -
- 30
-
f-- -
-
--
'-
-
-
-- -
-
-- -
-
- 35
-
-
-
-
-
- -
- -
- -
- -
--
1--
-
-
-
40
 GEOTECHNICAL TEST BORING LOG ABD002-0626200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. B28A Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04114/23
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Aeex 4114/2023 Dry Township: City of Johnstown
Survey County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: --
Depth Elevation Latitude: 40° 20' 01.0320"
Coal Seam ID (ft) (MSL) Longitude: 76" 54' 35.5680"
Grid Coordinates:
SZ •AD
:!'._-l4hr.
Lithologic Description: rock type, weathering, SPT
U,(tsf)or
color, fracturing, minerals Sample Blows N % Recov.

-
Depth Thickness Graphic ScaSe Water
RQD'lo
(ft) (ftl Loa fovrite carbonate). etc. Conditions oer6" SPT
0.3 0.3 xxxxxxxxxx Topsoil 2

-
..
- S1 5 7 100

- Sandy Clay with gravel (CL), brown, very soft to stiff, moist
(FILL)
0.0' · 1.5' 2
2
2.7 2.4
- S2 1 3 100 -·
3.0 0.3 Clayey Sand (SC), black, very loose, very moist (FILL) 1.5' - 3.0 2

- 1

4.5 1.5
=F
........................
5
-
Sandy Clay with gravel (CL), brown, very soft to stiff, moist
(FILL)
S3
3.0' · 4.5' 2
4
1 3 100 0.0

..
........................ - S4
4.5' · 5.9'
11
5014
>SO 71

..... ............ - ..
- S5 I 6.0' · 6.2' 5012 >50 100
........................
........................ - Sandstone, weathered, brown
························
........................ -
........................ - S6 46
>SO 100 ..
8.7 4.2
- 7.5'- 8.2' 5012

>--
10
- Auger Refusal at 8.7'
End of Boring at 8.7'

-
>--
-
-
-
--
>--

>--
-
-
-
>-- -
-
-
>--

>--
15
-
-
>-- -
-
>--

>--
>--
-
-
-
-
-
-
>--

I-
20
-
-
-
>--

I-
I-
-
-
-
-
--
>--

I-
-
-
-
-
>--
25
-
I-
-
>--
-
-
-
-
---
>--
-
-
-
-
-
-
-
30

-
-
-
-
-
-
-
-
-
-
-
-
- -
- -
- 35
-
- -
- -
- -
- -
- -
- -
- -
- -
- 40 -
 GEOTECHNICAL TEST BORING LOG ABD002-0626200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. 829 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04114123
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Aeex 4114/2023 Dry Township: City of Johnstown
Survey County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: --
Depth Elevation Latitude: 40• 19' 59.9160"
Coal Seam ID (ft) (MSL) Longitude: 76" 54' 36.4212"
Grid Coordinates:
SZ. • /ID
'.Y_-l4hr.
Uthologlc Description: rock type, weathering, SPT
U,(tsf}or
Depth Thickness Graphic ScaJe color, fracturing, minerals Water Sample Blows N % Recov.
RQD%

=~
fftl flt) Loa lovrite carbonate}, etc. Conditions oar&" SPT
0.2 0.2 xxxxxxxxxx Topsoil 4
- S1 10 22 100 --
Sandy Clay with gravel (CL), brown, very stiff, moist 0.0'-1.5'
2.0 1.6
- 12
16
........................
....................... S2 36 >50 100 --
····•···················
- 1.5'- 2.6'
......................
- S3 I 3.0' - 3.3'
5011
5013 >SO 33 --
.......................- -
- Sandstone, weathered, brown
- 5
- S4 / 4.5' - 4.6' 5013 >SO 100 --
........................
5.6 3.6
-
,-- - Auger Refusal at 5.6'

- End of Boring at 5.6'

--
,--

,--
-
-
-
,-- -
,--
10
-
,-- -
,-- -
-
,--

,--
,--
- -
-
-
,--
-- 15
-
-
-
,-- -
-
,--

,--
,--
- -
-
-;
-
,--

,--
-- -
-
-
20

--
,--
-
-
-
,-- -
-
,--

,--
-- -
-
-
,--
25
-
-
,--
-
--
--
,--

,--
-
-
-
-
--
,--

30
-
-
-- -
-
-- -
-
-- -
-
- - -
-
- 35
-
-
-
-
-
- -
-
-
-
-
-
-
-
-
- -
- 40 -
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. B30 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04/14123
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Apex 4/14/2023 Dry Township: City of Johnstown
Survey County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: --
Depth Elevation Latitude: 40' 19' 58.9548"
Coal Seam ID {ft) {MSLl Longitude: 78" 54' 36.9180"
Grid Coordinates:
Sl_ = AD
Y,-24hr.
Lithologic Description: rock type, weathering, SPT
U,(tsf)or
Depth Thickness Graphic Scale color, fracturing, minerals Water Sample Blows N %Recov.

=~
RQD%
(ft) (ft) Log (pyrite carbonate), etc. Conditions per6" SPT
0.4 0.4 xxxxxxxxxx Topsoil 2

1.3 0.9
- Sandy Clay with gravel (CL), brown, stitr, moist (FILL)
S1
0.0' - 1.5'
3
13
16 100 1.0

........................ - S2 48
••••••••••••••••••»••••
1.5' -2.4' 50/4
>50 100 --
························ -
····················"··
........................ - S3/ 3.0' - 3.1' 50/1 >50 100 --
........................
- Sandstone, weathered, brown

························
-
······················
5
- S4 / 4.5' - 4.6' 50/1 >50 100 --
5.5 4.2

-
-
-
-
Auger Refusal at 5.5'
End of Boring at 5.5'

- -
- -
-
-
-
-
- -
- 10
-
- -
- -
- -
- -
- -
- -
- -
- -
- 15
-
- -
- -
- -
- -
- -
- -
- -
- -
- 20
-
- -
- -
- -
- -
- -
- -
- -
- -
- 25
-
- -
- -
- -
- -
- -
--- -
-
-
-
30

-- -
-
--- -
-
-
-
-- -
-
-
--- 35

-
-
-
---- -
-
-
-
- 40
-
-
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. B31 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04/14/23
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Aeex 4/14/2023 Dry Township: City of Johnstown
Survey County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: --
Depth Elevation Latitude: 40• 20' 01.2984"
Coal Seam ID {ft) !MSLl Longitude: 75• 54' 36.6732"
Grid Coordinates:
SZ,=AD
~--24hr.

Lithologic Description: rock type, weathering, :iPT

U,(tsf)or
Depth Thickness Graphic Scakt color, fracturing, minerals Water Sample Blows N %Recov.
RQD%
lft\ lft\ Loo (pyrite carbonate), etc. Conditions per6" SPT
0.2 0.2 == Asphalt 15
0.9 0.7 ---------- 2A Modified Aggregate SI 11 19 87 --
....................... 0.0' -1.5' 8
.................... - 22
........................ - --
........................ - S2 30 75 100

........................ - 1.5' -3.0' 45

18
........................ - --
........................ - Sandstone, weathered, brown S3 25 60 87

5
- 3.0' - 4.5'
S4 / 4.5' - 4.9'
35
50/4 >50 100 --
························
-
6.5 5.6
························ - S5 / 6.0' - 6.0' 50/0 >50 100 --
Auger Rerusal at 6.5'
1-- -
1-- - End or Boring at 6.5'
1-- -
1-- -
1-- -
1--
10
-
1-- -
1--
-
1-- -
1-- -
1-- -
1--
-
1-- -
1-- -
1--
15
-
1--
-
1-- -
1-- -
1-- -
1--
-
1-- -
1-- -
1-- -
1--
20
-
1-- -
1-- -
1-- -
- -
-- -
-
-
-
-
-
- 25
-
- -
- -
- -
- -
- -
- -
- -
- -
- 30
-
-
-
-
-
-
-
-
-
-
-
-
-
- -
- -
1--
35
-
1-- -
1-- -
1-- -
1--
-
1-- -
1-- -
1-- -
1-- -
1--
40 -
 GEOTECHNICAL TEST BORING LOG ABD002-0628200-23005673 Page 1 of 1
Project Name : Prospect Homes
Boring No. B32 Drilling Method: HSA
Measured Static Water Levels
Date Drilled: 04/14/23
Surface Elev. Date Depth Elevation Drilled By: Mountain Research
Measured (ft) (MSL) Notes Logged By: Jonah Lambie
Surveyed by: Apex 4/14/2023 Dry Township: City of Johnstown
Survey County, State: Cambria
Method: GPS Quadrangle: Johnstown
Bottom Bottom SWL measured by: JSL Laboratory: ..
Depth Elevation Latitude: 40' 19' 55.6608"
Coal Seam ID (ft) IMSL) Longitude: 78' 54' 39.5064"
Grid Coordinates:
S2_ • AD
l'._-l4hr.
Lithologic Description: rock type, weathering, SPT U,(taf) or
Depth Thickness Graphic Scale color, fracturing, minerals Water Sample Blows N % Recov.
RQD%
lit\ (ft) Log (pyrite carbonate'- etc. Conditions oer6" SPT
0.2 0.2 == Asphalt 38
0.6 0.6 ---------- 2A Modified Aggregate S1 30 >50 93 ..
························ - 0.0' · 1.4' 50/4

....................- - S2 30
>50 38 ..

........................ - 1.5' · 2.3' 50/4

··········· ···········
-
- - S3
3.0'- 3.8'
38
>50 86 ..
........................
........................ - Sandstone, weathered, brown
50/3

5
- S4 / 4.5' - 4.6' 50/1 >50 100 ..
........................
........................ -
- ..
........................- - S5/6.0'-6.0' 50/0 >50 100

7.1 6.3
-
- Auger Refusal at 7.1'

--
>--
- End or Boring at 7 .1'

-
t--
10
-
-
>--

t--
>--
-
-
-
-
-
--
>--

>--
-
-
-
>--
15
-
-
t--
>--
-
-
-
-
--
>--

>--
-
-
-
>-- -
>--
20
-
t-- -
>-- -
-
>--

t--
>--
- -
-
-
-
>--

t--
- 25
-
-
-
>--

t--
-- -
-
-
>-- -
-
>--

t--
>--
- -
-
-
30

-
t--
>--
-
-
-
-
-
>--

t--
>--
-
-
-
-
-
>--

>--
35
-
-
>-- -
-
--
>--
-
--- -
-
-
-
- 40 -
 EXHIBIT 1

BORING LOCATION PLAN

 B3B

8
-s3 DEPTH: 21.1'
/i
DEPTH: 12.0' /· '1
(OFFSET 4.7' NORTH OF B3)
B3A
,: //I
.-,('
DEPTH: 6.0'
(OFFSET 3.4' SOUTH OF B3 I!
//
I

B1
;/ /
/I I
DEPTH: 12.0'
823
// /
;, 1
DEPTH: 9.3' 1/ / 831
DEPTH:
824
DEPTH: 11.9',., <t 11 DEPTH: 6.5'

B15 ,;,• :,,1

,;:;- t/
✓

B26
DEPTH: 12.0' if DEPTH: 11.9'
B16
DEPTH: 9.4'
B14
ii
\,,
DEPTH: 9.2'
B17

827
DEPTH: 6.9'
B29
B28A
DEPTH: 5.6'
B8 DEPTH: 8.7'
DEPTH: 9.1' (OFFSET 10' NORTH OF 828)
828
DEPTH: 8.5'

LEGEND

BORINGS

NOTE: Site plan provided by client. EXHIBIT I: BORING LOCATION PLAN

DATE: 4/24/2023 COPYRIGI IT·
PROJECT NO: ABD002-0628200.23005673 :\JI d1.1\\ J11 ;:s .111 ,I spc, llll ,111\IJI~ 1,:m .1111 th,: p1,•r,·1h 11! 1\1•,·\
~~
,. Apex Companies, LLC
PROSPECT HOMES
(',,1np.11n.:~- I I C I hr-.· J1,11111i_f!.s .i11,I ~p,·..:11'1,.1ti,,11, ,l1.1ll 1i.,1 ],,.
FOLDER NAME: (.'..\I)
,h1pl11.,1tnl.1,·p111,h1c,·.t t-11,·11:-,·d 1111h .. u11h,·\\1111,·n,·1111"·11l,•I ~ 165 East Union St.,
Suite100
ABD CONSTRUCTION
CAD DWG FILE: ,\p,.., l .. •lllJ',11lk~ f Lt,' ,\ll\ 1,·1,,1,•11 ,uld1hl'I\ "I lkk11,•111"111111

DRAWN8Y: JSL
1h,· ,.,,p,·. d,·,1!-'11 ,,1 mklll II\ p,·1,,.11~ "lh,·1lh,1111\Jw\ • Somerset, Pennsylvania 15501 SERVICES LLC
l",,mp,111h:, 11('1\11111:1111,1111,111\11,·, l· .. 11111,1111,·,. [I{' tu.m .,m Phone: (814)443-3344
Situate in
CHECKED8Y:
SCALE:
JK
I" - 150'
1,,-11u1h1h1l111_ lq:,,1 .Kl1,•11 hh~,111<•11 "' h.il•1hh cl.uur-, rcl.uc.l 1.,
the 1111,1..:,1 APEX www.apexcos.com
ity of Johnstown, Cambria County, Pennsylvani