5703_MaconCoMSW_SiteHydroReport_DaltonBurlingTracts_FID706135_20170709

INC. Expanded Macon County MSW Landfill – Franklin, NC July 9, 2017
Site Hydrogeologic Report for Expanded Facility BLE Project Number J14-1101-07

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TABLE OF CONTENTS
PAGE

LIST OF TABLES ........................................................................................................... iii

LIST OF FIGURES ........................................................................................................... iv

LIST OF APPENDICES ........................................................................................................ v

CROSS-REFERENCE INDEX OF APPLICABLE NORTH CAROLINA STATE
REGULATIONS FOR LANDFILL SITE SUITABILITY AND BLE'S REPORT ......... vi

1.0 PROJECT INFORMATION .................................................................................... 1

2.0 FIELD INVESTIGATION ....................................................................................... 2

2.1 TEST BORING AND SOIL SAMPLING .................................................. 2
2.2 GROUNDWATER INVESTIGATION ...................................................... 3
2.3 LABORATORY TESTING ......................................................................... 4
2.4 FRACTURE TRACE ANALYSIS .............................................................. 4
2.5 FIELD RECONNAISSANCE ...................................................................... 4

3.0 RESULTS OF INVESTIGATION ........................................................................... 4

3.1 REGIONAL GEOLOGY ............................................................................. 4
3.2 REGIONAL HYDROGEOLOGY .............................................................. 5
3.3 SITE PHYSIOGRAPHY AND TOPOGRAPHY ...................................... 5
3.4 STUDY AREA SUBSURFACE CONDITIONS ........................................ 6
3.4.1 Geologic Unit Description ................................................................... 6
3.4.1.1 Residual Soil (Saprolite) ..................................................... 6
3.4.1.2 Partially Weathered Rock .................................................. 7
3.4.1.3 Fractured Bedrock ............................................................. 7
3.4.2 Fracture Trace Analysis .................................................................. 7
3.4.3 Laboratory Testing Results ............................................................ 7
3.5 STUDY AREA HYDROGEOLOGY .......................................................... 8
3.5.1 Piezometer Construction and Nomenclature ................................ 9
3.5.1.1 Deep Residual Soil Piezometers ......................................... 9
3.5.1.2 Partially Weathered Rock Piezometers ............................ 9
3.5.1.3 Bedrock Piezometers .......................................................... 9
3.5.1.4 Piezometer Pairs ................................................................. 10
3.5.2 Seasonal High Groundwater Elevations ........................................ 10
3.5.3 Estimated Long-Term Seasonal High Groundwater Elevations . 11
3.5.4 Groundwater Flow Direction ......................................................... 11
3.5.5 Man-made Influences to Groundwater Levels .............................. 11
3.5.6 Hydraulic Coefficients and Groundwater Flow Velocity ............. 12
3.5.6.1 Hydraulic Conductivity ...................................................... 12
3.5.6.2 Hydraulic Gradient ............................................................ 12
INC. Expanded Macon County MSW Landfill – Franklin, NC July 9, 2017
Site Hydrogeologic Report for Expanded Facility BLE Project Number J14-1101-07

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3.5.6.3 Effective Porosity and Specific Yield ................................ 13
3.5.6.4 Groundwater Flow Velocity ............................................... 13
3.5.7 Vertical Flow Gradients .................................................................. 13
3.6 LOCATION RESTRICTIONS ................................................................... 14
3.6.1 Fault Areas ....................................................................................... 14
3.6.2 Seismic Impact Zones ...................................................................... 14
3.6.3 Unstable Areas ................................................................................. 14
3.6.4 Water Supply Watersheds .............................................................. 15
3.6.5 Regional Characterization Study ................................................... 15
3.6.6 Local Characterization Study ......................................................... 16
3.7 GEOTECHNICAL CONSIDERATIONS .................................................. 16
3.7.1 Excavation ........................................................................................ 17
3.7.2 Engineered Fill ................................................................................. 17
3.7.3 Settlement ......................................................................................... 18
3.7.4 Stability ............................................................................................. 19

4.0 CONCLUSIONS ........................................................................................................ 20

5.0 ANNOTATED BIBLIOGRAPHY ........................................................................... 20

INC. Expanded Macon County MSW Landfill – Franklin, NC July 9, 2017
Site Hydrogeologic Report for Expanded Facility BLE Project Number J14-1101-07

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LIST OF TABLES

Table

1. Monitoring Well, Piezometer, and Boring Survey Information
2. Monitoring Well, Piezometer, and Soil Test Boring Construction Details
3. Groundwater Elevation Measurements
4. Summary of In Situ Hydraulic Testing – Slug Test Results
5. Summary of Laboratory Results
6. Interstitial Groundwater Flow Velocity Calculations
7. Summary of Geologic and Hydrogeologic Characteristics of Geologic Units

LIST OF FIGURES

Figure

1. Site Location Map
2. Generalized Geologic Map of North Carolina
3. Site Topography and Boring Location Plan
4. Geologic Profiles: Cross-Section A-A' and Cross-Section B-B'
5. Top of Bedrock (Auger Refusal) Elevation Contour Map
6. Groundwater Elevation Contour Map (August 31, 2015)
7. Seasonal High Groundwater Elevation Contour Map (October 2014 to November
2015)
8. Estimated Long-Term Seasonal High Water Table Elevation Contour Map

LIST OF APPENDICES

Appendix

A. Drilling and Sampling Procedures
B. Boring Logs, Piezometer Diagrams, and Survey Data
C. Piezometer Installation Procedures
D. Precipitation Data
E. Slug Test Procedures and Results
F. Soil Laboratory Test Procedures
G. Soil Laboratory Test Results
H. Fracture Trace Analysis Data
I. Resources Evaluation Within 2 Miles
J. Parcel Information Within 2000 Feet

INC. Expanded Macon County MSW Landfill – Franklin, NC July 9, 2017
Site Hydrogeologic Report for Expanded Facility BLE Project Number J14-1101-07

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REPORT CROSS-REFERENCE INDEX OF
APPLICABLE NORTH CAROLINA STATE REGULATIONS

15A NCAC 13B .1622 Location Restrictions & .1623 (a) Site Hydrogeologic Report Requirements

STATE REGULATIONS LOCATION IN REPORT
.1618 (c)(1)(C) Section 3.6.5; Appendix I
.1618 (c)(2)(E) Section 3.6.6; Appendix J
.1622 (4) Section 3.6.1
.1622 (5) Section 3.6.2
.1622 (6) Section 3.6.3
.1622 (9) (a) Section 3.3
.1623 (a) (1) Section 3.0
.1623 (a) (2) (A, B) Sections 3.3, 3.4.2, 3.5.2, 3.5.5, 3.5.6, 3.5.7; Figures 1, 3, 6;
Appendices H, J
.1623 (a) (3) Sections 2.1, 2.2, 3.4, 3.5, Tables 1, 2; Figure 3
.1623 (a) (4) (A) Sections 2.1, 3.4.1; Appendices A, B
.1623 (a) (4) (B) Sections 2.3, 3.4.3; Tables 5, 7; Appendices F, G
.1623 (a) (4) (C) Sections 2.1, 3.4.1, 3.4.3; Table 5; Appendices B, G
.1623 (a) (4) (D) Section 3.4; Table 7; Figures 4, 5; Appendices B, G, H
.1623 (a) (4) (E) Sections 3.4.3, 3.5.6; Tables 5, 7; Appendices E, G
.1623 (a) (5) Sections 2.2, 2.4, 3.4.2, 3.5.7; Appendix H
.1623 (a) (6) Figure 4
.1623 (a) (7) (A) Table 3
.1623 (a) (7) (B) Table 3
.1623 (a) (7) (C) Section 3.5.4; Table 3; Figure 8
.1623 (a) (7) (D) Sections 3.5.2, 3.5.5; Appendix D
.1623 (a) (8) Sections 3.5.4, 3.5.6, 3.5.7; Tables 4, 6, 7; Figures 4, 6
.1623 (a) (9) Figures 6, 7, 8
.1623 (a) (10) Figure 3
.1623 (a) (11) Appendix B
.1623 (a) (12) Sections 3.3, 3.6.3; Figures 3
.1623 (a) (13) (A-D) Sections 3.0, 4.0; Tables 2-7; Figures 2, 4-8

INC. Expanded Macon County MSW Landfill – Franklin, NC July 9, 2017
Site Hydrogeologic Report for Expanded Facility BLE Project Number J14-1101-07

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1.0 PROJECT INFORMATION

The existing Macon County Municipal Solid Waste (MSW) Landfill is located on Lakeside Drive in
Franklin, North Carolina (Figure 1). The landfill is owned and operated by Macon County. The
former facility boundary covered approximately 189.5 acres consisting of the Phase 1 and Phase 2
waste areas and the undeveloped Phase 3 area. The development of Phase 3 (Cell No. 1) occurred
in 2016 and 2017.

Macon County expanded and revised the facility boundary in 2015. Two portions of the existing
facility (the County Maintenance Facility [eastern property boundary] and the Environmental
Education Center [southern property boundary]) were removed from within the landfill facility
boundary. There is an approximate 19.8-acre area northeast of the existing landfill property known
as the Dalton and Burling Tracts that were added to the facility. These tracts are the focus of this
site hydrogeologic investigation. The current facility boundary covers approximately 197.6 acres
and is indicated on Figure 3 of this report.

The existing site was approved for construction by the North Carolina Department of Environmental
Quality (NCDEQ) (Facility Permit Number 57-03). As part of the permitting process, a Site
Hydrogeologic Report (SHR) and Design Hydrogeologic Reports (DHR) for Phases 1 and 2 were
prepared by others and approved by the NCDEQ. The SHR included herein addresses the geological,
hydrogeological, and geotechnical investigation required in the site permitting process for the landfill
property to be expanded and integrates the investigation of the expansion area with the existing
permitted site. This investigation was performed in accordance with the applicable North Carolina
Rules for Solid Waste Management (15A NCAC 13B .1623 (a)). Relevant data from previous
investigations have also been compiled into this report. The previous investigations include the
following:

 Site Suitability Study For Macon County Landfill, Franklin North Carolina, dated 1990, prepared
by Westinghouse Environmental and Geotechnical Services, Inc. (Project No. 1351-89-369).

 Addendum to Site Hydrogeologic Report, Macon County MSWLF, Macon County, North
Carolina dated February 28, 1997, prepared by Pin-Point Environmental Services, Inc.

 Design Hydrogeologic Report [DHR], Phase 3 (Cell No. 1), Macon County MSW Landfill, dated
May 27, 2015, prepared by BLE, BLE Project Number J13-1101-06.

For consistency throughout this report, the following terminology will be used:
 “Expansion Area” refers to the 19.8 acre Dalton and Burling Tracts being added to the facility.
 “Study Area” refers to the eastern half of the site including future Phase 3 cell area and the
contiguous Expansion Area.
 “Existing Facility Boundary” refers to the currently NCDEQ-permitted facility boundary.

The conceptual design of the built-out Phase 3 waste disposal area by McGill Associates, P.A.
(McGill) covers a portion of the Expansion Area. Our prior geotechnical evaluation included in our
Phase 3 Cell No. 1 DHR considered the built-out Phase 3 area. Specific geological and geotechnical
design criteria for Phase 3 Cell No. 1 are included in our aforementioned DHR.

INC. Expanded Macon County MSW Landfill – Franklin, NC July 9, 2017
Site Hydrogeologic Report for Expanded Facility BLE Project Number J14-1101-07

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2.0 FIELD INVESTIGATION

The investigation of the Expansion Area was conducted during 2014, 2015, and 2016 and included
the following:

 soil test borings and rock corings;
 installing temporary piezometers;
 collecting water level measurements from the monitoring wells and piezometers;
 performing hydraulic “slug” testing;
 measuring joint and bedding orientations from rock and saprolite outcrops;
 performing a fracture trace study for the site;
 performing an evaluation of location restrictions as outlined in the applicable solid waste
regulations; and
 performing an area reconnaissance for private water sources within 2000 feet of the site, and
public drinking water sources within 2-miles of the site.

A discussion of the investigative methodologies used in the site evaluation is provided below. The
field activities reported below were performed under the direction of a North Carolina-licensed
geologist or engineer. A North Carolina-licensed driller performed the borings and piezometer
installation. The boring locations/piezometers were surveyed for horizontal and vertical control, by
a professional land surveying firm after completion of the drilling activities.

Please note that this report summarizes the data collected from the entire Study Area, but only the
new data (boring logs, soil laboratory data, and slug tests) from the Expansion Area are attached in
the Appendices of this report; the remaining hard copy of the data form the Study Area is included
in BLE’s Design Hydrogeologic Report, Phase 3 (Cell No. 1), Macon County MSW Landfill, dated
May 27, 2015, (BLE Project Number J13-1101-06), herein referred to as the “Phase 3 Cell No. 1
DHR”.

2.1 TEST BORING AND SOIL SAMPLING

The NCDEQ requires that Site Hydrogeologic Studies include the minimum performance of one
boring per 10-acres of permitted site area. The Expansion Area encompasses approximately 19.8
acres; therefore, a minimum of two borings were required for the Expansion Area. BLE exceeded
the minimum required number of borings and installed nine new piezometers on the expansion area,
which included seven new drilling locations (BLE-23 through BLE-29) with two shallow/deep
piezometer pair locations (BLE-25S/BLE-25D and BLE-29S/BLE-29D). Additional borings were
performed to meet the required one-boring-per-acre for possible use in a design hydrogeologic
investigation to merge the expansion area with the previously permitted Phase 3 area. In total, 36
borings have been completed across the Study Area. The borings and piezometers across the Study
Area are summarized on Tables 1 and 2, and shown on Figure 3.

The new soil test boring locations and depths were selected to comply with the applicable Section
rules. Soil samples were obtained from the new soil test borings at 2.5-foot intervals within the upper
ten feet below the ground surface, and at five-foot intervals deeper than ten feet below the ground
surface. Drilling techniques during this recent investigation consisted of hollow-stem augering and
rock coring. Refer to Appendix A for discussion of the various drilling techniques used.
INC. Expanded Macon County MSW Landfill – Franklin, NC July 9, 2017
Site Hydrogeologic Report for Expanded Facility BLE Project Number J14-1101-07

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Soil test boring logs were produced in the field by a geologist. The soil descriptions were based on
visual examination and grain-size estimations in accordance with the Unified Soil Classification
System (USCS). Upon completion of laboratory grain-size and Atterberg Limit analyses, the
preliminary field classifications were adjusted accordingly on the final boring logs. The final boring
log records are included in Appendix B.

2.2 GROUNDWATER INVESTIGATION

Nine (9) new piezometers were installed to monitor groundwater elevations and further characterize
the Expansion Area. In total, 33 piezometers have been installed in the Study Area. Piezometer
installation records for the new piezometers are included with the boring logs in Appendix B, and
piezometer installation procedures are described in Appendix C. Survey information for the soil
borings, piezometers, and monitoring wells is presented on Table 1 and in Appendix B, and
piezometer construction details are summarized on Table 2.

Groundwater levels were measured in the new piezometers at the time of boring and after 24 hours
(Table 3). Additionally, monthly measurements were taken in the piezometers and monitoring wells
in the Study Area during the period from October 2014 to November 2015 to determine the seasonal
high groundwater levels. Historical water level data from December 2004 through November 2015
are also provided on Table 3 and precipitation data for the Macon County region is included in
Appendix D.

Field permeability (slug) tests were performed in four piezometers in the Expansion Area to measure
the in situ hydraulic conductivity of different hydrogeologic units. Slug test field procedures and
data plots are presented in Appendix E and the results are summarized on Table 4.

To determine if the local streams are discharging or recharging down gradient from the proposed
landfill cell locations, two shallow/deep well-pairs (BLE-25S/BLE-25D and BLE-29S/BLE-29D)
and one piezotube (PT-1) was installed in a streambed to measure baseflow discharges into the local
stream. The piezotube consists of 3/4-inch inside diameter (1-inch outside diameter) galvanized steel
pipe with an expendable tip. The piezotube was driven into the stream bed using a manual hammer
approximately two to three feet below the base of the stream channel. Once the desired depth was
reached, the piezotube was retracted approximately 1/4-foot. Then a steel rod was inserted through
the piezotube to the top of the expendable tip. The expendable tip was then dislodged from the base
of the piezotube by hammering the steel rod. The bottom of the piezotube was thereby exposed,
allowing the inflow of groundwater. The steel rod was then removed and the piezotube was checked
to make sure that groundwater had entered the piezotube. After the water level had stabilized, the
water level inside the tube was compared to the stream water level outside the tube to determine
whether the stream is recharging or discharging.

The piezometers are intended only for investigation use, were not constructed as permanent
monitoring wells, and will not be part of the permanent groundwater monitoring system. Prior to
landfill cell construction activities, the piezometers will be permanently abandoned in accordance
with 15A NCAC 2C, Rule .0113(a)(2) by drilling them out and filling the resulting boreholes with a
bentonite-cement grout mixture.

INC. Expanded Macon County MSW Landfill – Franklin, NC July 9, 2017
Site Hydrogeologic Report for Expanded Facility BLE Project Number J14-1101-07

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2.3 LABORATORY TESTING

Laboratory testing of soil samples was conducted to confirm the field classifications and quantify
pertinent engineering soil properties. Soil samples were collected using split-spoon samplers, Shelby
tubes (undisturbed), and auger cuttings (bulk bag samples). The laboratory tests were performed in
general accordance with applicable ASTM specifications, where available. Brief descriptions of the
test procedures are included in Appendix F. Soil laboratory testing results are included in Appendix
G and are summarized on Table 5.

2.4 FRACTURE TRACE ANALYSIS

The fracture trace analysis consisted of evaluating exposed rock outcrops and topographic fracture
traces and lineaments as discussed below. The data plots are included in Appendix H.

Exposed Rock Outcrops: Using a Brunton compass, the orientations of exposed bedrock fractures
(open joints, open foliation, open bedding planes) were measured. The field measurements were
plotted on a Schmidt lower hemisphere equal-area stereonet and Rose diagrams.

Topographic Fracture Traces and Lineaments: Regionally, pronounced depressions typically
develop along zones of weakness in the bedrock where fractures induce preferential weathering. This
preferential weathering along the bedrock fractures is ultimately expressed topographically as linear
valleys. The trend of fracture traces and lineaments greater than 1,000 feet in length within a 1.5-
mile radius of the site were measured from topographic maps and plotted as data on Rose diagrams.

2.5 FIELD RECONNAISSANCE

The Study Area was traversed to map geologic and surface drainage features. A reconnaissance of
private and public water-supply wells was conducted within a 2000-feet and 2-mile radius,
respectively, surrounding the expanded facility. Well locations were identified by field observation,
review of published topographic maps, and aerial photographs.

3.0 RESULTS OF INVESTIGATION

3.1 REGIONAL GEOLOGY

The subject site is located within the Blue Ridge geologic belt (Figure 2). The geology of the Blue
Ridge Belt consists of metamorphic Precambrian basement rock overlain with unconformable
younger Precambrian metamorphosed sedimentary and igneous rocks. The Blue Ridge belt is
bordered to the southeast by the Brevard belt and to the northwest by the Valley and Ridge. The
Precambrian basement has undergone several episodes of uplift, deformation, faulting, intrusion,
metamorphism and erosion.

Locally, the site is geologically underlain by the lower portion of the Middle/Late Proterozoic
Coweeta Group known as the Persimmon Creek Gneiss, which overlies the Tallulah Falls Formation
(Hatcher, 1979; Rhodes and Conrad, 1985; Horton and Zullo, 1991). The Persimmon Creek Gneiss
consists of migmatitic feldspar-quartz-biotite gneiss interlayered and gradational with biotite-garnet
INC. Expanded Macon County MSW Landfill – Franklin, NC July 9, 2017
Site Hydrogeologic Report for Expanded Facility BLE Project Number J14-1101-07

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gneiss and amphibolite. The original protolith of the gneiss bedrock is most likely highly
metamorphosed clastic sediments.

The typical residual soil profile consists of clayey and silty soils near the surface, where soil
weathering is more advanced, underlain by micaceous sandy silts and silty sands. Residual soil zones
develop by the in situ chemical weathering of bedrock, and are commonly referred to as “saprolite.”
Saprolite usually consists of micaceous sand with large rock fragments and lesser amounts of clay
and silt. The boundary between soil and rock is not sharply defined.

A transitional zone of partially weathered rock (PWR) is normally found overlying the parent
bedrock. Partially weathered rock is defined, for engineering purposes, as residual material with
standard penetration resistance (ASTM D 1586) in excess of 100 blows per foot (bpf). Fractures,
joints, and the presence of less resistant rock types facilitate weathering. Consequently, the profile
of the partially weathered rock and hard rock is quite irregular and erratic, even over short horizontal
distances. Also, it is not unusual to find lenses and boulders of hard rock and zones of partially
weathered rock within the soil mantle, well above the general bedrock level.

3.2 REGIONAL HYDROGEOLOGY

Groundwater in the Blue Ridge Belt usually occurs as unconfined, water table aquifers in three
primary geologic zones: 1) residual soil; 2) partially weathered rock; and 3) fractured bedrock.
These zones are typically interconnected through open fractures and pore spaces. The configuration
of the water table aquifer generally resembles the local topography.

In the residual soil, and partially weathered rock zone, groundwater is stored within the pore spaces
and is released to the underlying bedrock through gravity drainage. Groundwater within the bedrock
zones occurs primarily in fracture voids. Generally, fractures within the bedrock are very small but
may extend to several hundred feet.

Infiltration of precipitation to recharge the water table aquifer is primarily affected by rainfall
intensity and duration, pre-existing soil moisture conditions, temperature (evaporation), and plant
uptake (transpiration). Seasonal high-water tables are typically observed during the spring to early
summer months of the year when maximum infiltration efficiency occurs due to lower temperatures
and less plant uptake (i.e., many plants are dormant). Seasonal low-water tables are typically
observed during the fall months when minimum infiltration efficiency occurs due to higher
temperatures and greater plant uptake of water.

3.3 SITE PHYSIOGRAPHY AND TOPOGRAPHY

The site is located in Macon County, North Carolina, as shown on Figure 1. The expanded facility
covers about 197.6 acres and encompasses operational Phase 1 & 2 MSW landfill units, a future
MSW landfill unit that will be designated as Phase 3, a retention pond, and a recycling center. Off
site, the expanded facility is bound to the north and west by Lake Emory (Little Tennessee River),
on the east by a Macon County government transit facility, and on the south by undeveloped landfill
property, and Macon County government facilities (Figure 3).

INC. Expanded Macon County MSW Landfill – Franklin, NC July 9, 2017
Site Hydrogeologic Report for Expanded Facility BLE Project Number J14-1101-07

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Topographically, the expanded facility includes a western upland area (landfill MSW Phases 1 and
2), a central northward flowing drainage feature, and an eastern upland area that will encompass the
future Phase 3 MSW landfill unit. The highest elevations on site are approximately 2172 feet above
mean sea level (msl) located in the south-central portion of the expanded facility. The lowest
elevations are along the facility’s boundary with Lake Emory, which is 2000 feet msl. Relief across
the site is approximately 172 feet.

The Expansion Area located on the northeastern portion of the expanded facility covers
approximately 19.8 acres and is comprised of former residential and farm land. Topographically,
the Expansion Area is comprised of an east-west trending ridgeline and two westward flowing
topographic draws that ultimately lead to Lake Emory.

3.4 STUDY AREA SUBSURFACE CONDITIONS

Nine (9) new borings have been performed on the Expansion Area at the locations shown on Figure
3. In total, 36 borings have been performed in the Study Area. The Study Area is underlain by
residual soils, partially weathered rock (PWR), and bedrock at depth. Some alluvium and colluvium
soils can be expected in the lower elevations of the topographic drainage features leading to Lake
Emory. Subsurface geology of the Study Area is shown on two cross-sections designated A-A' and
B-B' on Figure 4. A description of the subsurface materials encountered in the Study Area is
provided below.

3.4.1 Geologic Unit Description

3.4.1.1 Residual Soil (Saprolite)

Residual soils are the result of in-place weathering of the gneiss bedrock. The residual soil profile
below the topsoil consists of two identifiable components based on the Unified Soil Classification
System (USCS).

The upper soil component consists of reddish-brown, pinkish-brown, and brown, slightly micaceous,
sandy silty clay and sandy clayey silt, with lesser amounts of clayey sand. Where encountered, the
thickness of this component ranges from 1.5 to 12 feet below ground surface with an average
thickness of 5.3 feet. USCS classifications of these soils are typically ML, MH, CL, and SC.
Standard penetration resistance (ASTM D 1586, N-values) ranged from 3 to 33 with an average value
of 10.4, indicating a stiff average consistency.

The upper soil component grades with depth into a coarser grained, less plastic, brown, red-brown,
and light brown micaceous sandy silt and silty sand which extends to the depth of the partially
weathered rock and/or auger refusal. Where encountered, the thickness of this component ranged
from 2.5 to 82 feet, with an average thickness of 33.5 feet. USCS classifications of these soils are
ML and SM. N-values range from 3 to 100 with an average of 25.8, indicating a very firm average
consistency.

INC. Expanded Macon County MSW Landfill – Franklin, NC July 9, 2017
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3.4.1.2 Partially Weathered Rock

The transition between soil and rock at the site is irregular and consists of partially weathered rock
(PWR) overlying the parent bedrock. The PWR consists primarily of brown, light brown, and gray,
micaceous to very micaceous, silty, fine to coarse sand with varying amounts of gravel size rock
fragments. USCS classifications of these soils are typically SM. Where encountered, this zone was
found to range in thickness from 2.5 to 30.0 feet, with an average thickness of 10.3 feet. This zone
also includes various float rock and boulders indicative of the varying weathering patterns.

3.4.1.3 Fractured Bedrock

The upper bedrock profile is fractured, severely to slightly weathered, feldspar-quartz-biotite gneiss.
Alternating rock seams and partially weathered rock zones were commonly encountered in the rock
core samples. The metamorphic foliation is shallow to moderately dipping and the bedrock fractures
(joints) are shallow to moderately dipping.

Bedrock coring was performed at 14 different locations in the Study Area for a total of 382.5 feet.
Of the 14 locations, three were performed in the Expansion Area (BLE-23, BLE-26, and BLE-27).
The bedrock core had generally “fair” recovery (range of 0 to 100 percent; average of 54 percent)
and “poor” rock quality designation (RQD; range of 0 to 100 percent; average of 29 percent). In
general, the bedrock becomes more competent with depth.

A map of the approximate bedrock surface (auger refusal) is shown as Figure 5. Auger refusal
depths may represent competent bedrock or possibly boulders of hard rock within the residual soil
and partially weathered rock units. The depth to auger refusal can vary even over short horizontal
distances due to boulders, fractures, joints, and the presence of less resistant rock types. Therefore,
the actual depth to continuous bedrock may vary somewhat from that presented on Figure 5.

3.4.2 Fracture Trace Analysis

A fracture trace analysis was performed for this phase of work. The data plots for the fracture trace
analysis are in Appendix H and a summary of the fracture trace analysis is provided below.

The trend of 50 topographic fracture traces and lineaments within 1.5 miles of the expanded facility
were measured and plotted on a Rose diagram utilizing a 10° interval. Two primary fracture trace
trends were observed: N11°-50°E; N31°-70°W.

Bedrock outcrops are not common in the Study Area. The orientation of one joint orientation was
measured near boring BLE-16, which measured N40°W, dipping 65°NE. This orientation correlates
with the N31°-70°W topographic lineament trend.

3.4.3 Laboratory Testing Results

Six (6) split-spoon samples and 5 undisturbed Shelby Tube samples were collected and tested in the
laboratory to measure natural soil conditions in the Expansion Area. In total, 36 split-spoon samples,
17 undisturbed Shelby Tube samples, and 7 bulk bag samples were collected and tested in the
laboratory from the Study Area. The laboratory test results are summarized in Table 5. Soil laboratory
INC. Expanded Macon County MSW Landfill – Franklin, NC July 9, 2017
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testing procedures are included in Appendix F and laboratory data sheets of the new data from the
Expansion Area are included in Appendix G.

The laboratory results from the Expansion Area are shown in bold on Table 5 and are within the range
of values from the remaining portion of the Study Area. A summary of the laboratory results from the
Study Area are described below.

Testing results of the 13 samples collected from the upper residual soil component consisted of:
 Natural moisture content values ranging from 12.6 to 45.5 percent;
 Liquid Limit (LL) values ranging from 25 to 64;
 Plasticity Index (PI) values ranging from 8 to 27;
 Average gravel, sand, silt, and clay contents of 1.4, 41.2, 26.6, and 30.8 percent, respectively;
 In-situ hydraulic conductivity values ranging from 1.3 x 10-5 to 5.2 x 10-4 cm/sec;
 Remolded hydraulic conductivity values ranging from 2.1 x 10-7 to 2.1 x 10-6 cm/sec;
 Total porosity values ranging from 33.1 to 55.5 percent; and
 Effective porosity values ranging from 3.7 to 13.0 percent.

Testing results of the 37 samples collected from the deeper residual soil component consisted of:
 Natural moisture content values ranging from 10.4 to 33.8 percent;
 LL values ranging from 26 to 53;
 PI values ranging from non-plastic (NP) to 12;
 Average gravel, sand, silt, and clay contents of 3.0, 63.2, 27.7, and 6.1 percent, respectively;
 In-situ hydraulic conductivity values ranging from 3.0 x 10-6 to 6.0 x 10-4 cm/sec;
 Remolded hydraulic conductivity values ranging from 1.0 x 10-6 to 7.9 x 10-6 cm/sec;
 Triaxial testing of two in-situ samples indicated total cohesive strength (C) values of 0.0 and
0.65 kips per square foot (ksf) and effective C values of 0.0 and 0.0 ksf, respectively; the samples
also indicated total Phi () angles of 29.20 and 21.06 degrees and effective  angles of 42.25 and
38.75 degrees, respectively;
 Consolidation testing of one in-situ sample indicated a preconsolidation pressure of 7.21 ksf;
 Total porosity values ranging from 40.1 to 57.5 percent; and
 Effective porosity values ranging from 15.0 to 32.5 percent.

Testing results of the 10 samples collected from the partially weathered rock component consisted
of:
 Natural moisture content values ranging from 3.7 to 24.1 percent;
 LL values ranging from 22 to 37;
 PI values ranging from NP to 4;
 Average gravel, sand, silt, and clay contents of 4.7, 65.9, 26.5, and 2.9 percent, respectively;
 Total porosity values ranging from 47.0 to 52.5 percent; and
 Effective porosity values ranging from 26.0 to 31.0 percent.

3.5 STUDY AREA HYDROGEOLOGY

Nine (9) new piezometers were installed on the Expansion Area at the locations shown on Figure 3.
In total, there are 33 piezometers in the Study Area. Groundwater is present both above and below
the bedrock in the Study Area. The water-table aquifer in the Study Area consists of the residual
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saprolitic soil, partially weathered rock, and fractured gneiss bedrock. These units are hydraulically
connected and thus comprise a single unconfined aquifer, although recharge rates, flow rates and
storativity differ between the units based on the unique geologic conditions of each zone. The
configuration of the water table surface is a subdued replica of the ground surface (Figure 6). The
hydrogeologic conditions encountered on the Expansion Area are consistent with the conditions
encountered during previous phases of work for the existing landfill. A description of the
hydrogeologic conditions in the study area is provided below.

3.5.1 Piezometer Construction and Nomenclature

Piezometers installed by BLE were labeled with the identifier “BLE”. At locations where shallow
and deep piezometers pairs were installed, the shallow piezometers were given the suffix “S” and the
deep piezometers were given the suffix “D”.

Replacement piezometers in the Phase 3 area drilled by BLE at locations where piezometers had
been previously drilled and abandoned during the previous site investigation conducted by
Westinghouse (1990) were labeled with the identifier “B” and the suffix “R” to indicate the
piezometer’s status as a replacement.

3.5.1.1 Deep Residual Soil Piezometers

Three new piezometers were installed in the Expansion Area with screened intervals in the deep
residual soils. These piezometers were: BLE-25S, BLE-28, and BLE-29S.

Other pre-existing piezometers in the Study Area with screened intervals in the deep residual soils
include: BLE-3, BLE-9, BLE-16, BLE-18, BLE-21, BLE-22, and B-6R.

3.5.1.2 Partially Weathered Rock Piezometers

Three new piezometers were installed in the Expansion Area with screened intervals in the partially
weathered rock. These piezometers were: BLE-24, BLE-25D, and BLE-29D.

Other pre-existing piezometers in the Study Area with screened intervals in the partially weathered
rock include: BLE-7, BLE-11, BLE-13, BLE-14, BLE-15, and B-18R.

3.5.1.3 Bedrock Piezometers

Three new piezometers were installed in the Expansion Area with screened intervals in the bedrock.
These piezometers were: BLE-23, BLE-26, and BLE-27.

Other pre-existing piezometers in the Study Area with screened intervals in the bedrock include:
BLE-1, BLE-2, BLE-4, BLE-5, BLE-6, BLE-8 BLE-12, BLE-17, BLE-19, BLE-20 and B-16R.

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3.5.1.4 Piezometer Pairs

Included in the aforementioned lists of piezometers are two piezometers well pairs (BLE-25S/BLE-
25D and BLE-29S/BLE-29D). These piezometer pairs, along with the one piezotube (PT-1), were
used to measure the vertical hydraulic gradients on the Expansion Area.

3.5.2 Seasonal High Groundwater Elevations

The relationship between precipitation and groundwater level trends at the site was evaluated from
2000 to 2015. The following sources of data were used to evaluate the seasonal high water level at
the site:

1. Historical National Oceanic and Atmospheric Administration (NOAA) precipitation data were
obtained to establish seasonal trends for the Macon County area
(http://www.ncdc.noaa.gov/oa/climate/climatedata.html);
2. Historical water level measurements from monitoring wells between December 2004 and April
2013;
3. Historical monthly water level measurements from the piezometers and monitoring wells at the
existing facility between September 2013 and September 2014; and
4. Recent monthly water level measurements from the new piezometers on the expansion area and
the piezometers and monitoring wells at the existing facility between October 2014 and
November 2015.

Historical NOAA monthly precipitation data were obtained from Division 1, North Carolina for the
period of January 2000 through December 2015. The data are summarized seasonally in Appendix
D such that January-March represents winter, April-June represents spring, July-September
represents summer, and October-December represents fall.

Historically in the Macon County area, the spring and summer months will experience relatively
higher precipitation, with slightly less precipitation in the winter and fall months. The effects of
evapotranspiration during the summer months offset the contribution of this precipitation to recharge
of the aquifer. The winter and spring months will experience maximum water infiltration efficiency
to recharge the uppermost aquifer because the effects of evapotranspiration are limited (i.e., cooler
weather and less plant uptake). Because of these natural trends, the amount of groundwater recharge
and subsequent increase in the water table level is typically greatest during the months of March
through July.

The region surrounding the site received normal amounts of precipitation during the period of water
level measurements from October 2014 to November 2015. Also during this time period, the region
osculated from slightly non-drought to slightly drought conditions (see precipitation and Palmer
Drought Severity Index data in Appendix D). During the period of monthly water level
measurements, most piezometers in the Expansion Area experienced their highest water levels during
October 2014 and from May 2015 to August 2015 (Table 3).

Figure 7 is the seasonal high groundwater elevation contour map for the water levels collected
between September 2013 and November 2015 from the piezometers on the Expansion Area and the
nearby piezometers in the remaining portion of the Study Area.
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3.5.3 Estimated Long-Term Seasonal High Groundwater Elevations

Groundwater levels were recorded monthly for a year in the new piezometers on the Expansion Area
and the nearby piezometers and monitoring wells at the Existing Facility between October 2014 and
November 2015. Additionally, semi-annual groundwater level data was available from the existing
monitoring wells during the period between December 2004 and April 2013 and monthly
groundwater level data was available from the Phase 3 DHR area during the period from September
2013 to September 2014. Historical groundwater level data is provided on Table 3. The historical
groundwater levels in the piezometers and monitoring wells have varied on the average of 4.1 feet
in each well/piezometer from December 2004 to November 2015. As a conservative approach using
this natural water level trend, an estimated long-term seasonal high groundwater elevation contour
map was prepared (Figure 8). This map was prepared by adding 4.1 feet (typical seasonal variation
in the piezometers and monitoring wells from December 2004 to November 2015) to the maximum
observed water level in each piezometer or monitoring well. These water level calculations are
included on Table 3.

3.5.4 Groundwater Flow Direction

Two east-west to northwest trending topographic ridges and ravines exist in the Study Area from
which groundwater flows to the north discharging into Lake Emory, and to the west and southwest
discharging into an unnamed drainage feature (Figure 3). The groundwater table surface has a
configuration similar to the site topography (Figures 6, 7, and 8). Recharge to the unconfined
aquifer occurs at the higher elevations of Study Area and in the areas east of the Study Area.

3.5.5 Man-Made Influences to Groundwater Levels

Man-made features in the Study Area that could influence groundwater levels include the proposed
lined waste cell footprint, ditches next to access roads, existing and proposed retention ponds
associated with the Proposed Phase 3 Cell area. The retention ponds will have the effect of raising
or mounding the groundwater level in their vicinity. The proposed lined cell footprint will have the
effect of lowering the groundwater level in its vicinity by reducing the recharge area to the aquifer.
Currently, there is one existing retention pond northwest of the Phase 3 area (Figure 3).

There is one private water supply well in the Expansion Area as shown on Figure 3. This private
well is located on an upland location and is not hydraulically located downgradient of the future
Phase 3 waste cell footprint (Figure 6). Therefore, there are no groundwater receptors located
between the Phase 3 waste area and the Lake Emory north of Phase 3, which is the downgradient
groundwater discharge area from Phase 3.

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3.5.6 Hydraulic Coefficients and Groundwater Flow Velocity

The velocity of groundwater flow is derived from the equation:

en
KiV
Where
V is the flow velocity;
K is the hydraulic conductivity;
i is the hydraulic gradient; and
ne is the effective porosity.

Estimated values for each of these parameters were developed based on site-specific subsurface data
and are provided below. The parameters are summarized on attached Tables 4, 5, 6, and 7.

3.5.6.1 Hydraulic Conductivity

Hydraulic conductivity is defined as the ability of the aquifer material to conduct water under a
hydraulic gradient. Five (5) new slug tests were performed on the piezometers installed on the
Expansion Area. In total, 15 slug tests were performed by BLE in the Study Area to measure the in
situ hydraulic conductivity of the different zones of the water-table aquifer. The slug test results
were evaluated using the Bouwer and Rice Method (1976) for partially-penetrating wells in an
unconfined aquifer (Table 4 and Appendix E). The slug tests performed in the Study Area include:

 Six tests in a piezometer set in the deep residual soil unit (BLE-3, BLE-9, BLE-18, BLE-21,
BLE-25S, and BLE-29S);
 Five tests in piezometers set in the partially weathered rock unit (BLE-7, BLE-13, BLE-15, BLE-
25D, and BLE-29D); and
 Four tests in piezometers set in the bedrock unit (BLE-4, BLE-8, BLE-17, and BLE-23).

Based on the slug tests conducted in the Study Area, the range of hydraulic conductivity values is as
follows:

 1.1 x 10-4 cm/sec (BLE-29S) to 4.5 x 10-4 cm/sec (BLE-3) in the deep residual soil unit
(geometric mean 2.6 x 10-4 cm/sec);
 1.6 x 10-4 cm/sec (BLE-25D) to 2.0 x 10-3 cm/sec (BLE-7) in partially weathered rock unit
(geometric mean 3.1 x 10-4 cm/sec); and
 6.8 x 10-5 cm/sec (BLE-4) to 3.9 x 10-4 cm/sec (BLE-8) in the bedrock unit (geometric mean 2.0
x 10-4 cm/sec).

3.5.6.2 Hydraulic Gradient

The hydraulic gradient is determined by dividing the difference in groundwater elevations at two
locations by the horizontal distance between those locations along the direction of groundwater flow.
Hydraulic gradients were measured from the August 31, 2015 water table elevation contour map
(Figure 6). In the Study Area, the approximate range of hydraulic gradient is as follows:
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 0.019 ft/ft (measured between the 2050 and 2060-ft msl groundwater contours near boring BLE-
23); and
 0.175 ft/ft (measured between the 2010 and 2050-ft msl groundwater contours at the northern
site boundary).

3.5.6.3 Effective Porosity and Specific Yield

Effective porosity is the volume of void spaces through which water or other fluids can travel in soil
divided by the total volume of the soil. Effective porosity can be assumed to be approximately equal
to specific yield. Specific yield is defined as the ratio of the volume of water that drains from
saturated sediment owing to the attraction of gravity to the total volume of soil. The laboratory grain
size analyses were used to derive values for specific yield and effective porosity (Table 5 and
Appendix G).

Based on soil laboratory data and published geologic literature, effective porosity measurements in
the Study Area range from approximately:

 3.7% to 13.0% (average = 7.2%) in the shallow residual soil unit;
 15.0% to 32.5% (average = 26.4%) in the deep residual soil unit
 26.0% to 31.0% (average = 28.6%) in the partially weathered rock unit; and
 the effective porosity can be expected to range from about 5% to 10% for fractured crystalline
bedrock unit (average = 7.5%) according to Kruseman and deRidder, 1989.

3.5.6.4 Groundwater Flow Velocity

Based on these parameters and the data provided above, the horizontal movement of groundwater
across the Study Area is approximately:

 0.08 to 0.47 (average 0.27) feet/day in the deep residual soil unit;
 0.30 to 1.93 (average 0.30) feet/day in the partially weathered rock unit; and
 0.20 to 1.40 (average 0.74) feet/day in the bedrock unit.

The maximum and minimum values for each unit represent a range of values using available data.
The average values are more representative of site-wide conditions. Table 6 summarizes the
groundwater seepage velocity calculations.

3.5.7 Vertical Flow Gradients

Vertical flow gradients were evaluated at one piezotube location and two piezometer pairs. Based
on historical groundwater level measurements, the following vertical gradients were observed:

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Piezotubes/
Piezometers
Location Description Gradient
BLE-25S/BLE-25D Near the eastern property boundary in the Expansion
Area along the upper reaches of a westward flowing
topographic drainage feature.
Recharge
(occasional
discharge)
BLE-29S/BLE-29D Near the eastern property boundary in the Expansion
Area along the upper reaches of a westward flowing
topographic drainage feature.
Recharge
PT-1 In the central portion of the Expansion Area in a
westward flowing topographic drainage feature.
Downgradient of BLE-25S/BLE-25D.
Discharge

Based on the Study Area topography, the vertical gradients observed at the site are typical for
unconfined aquifers in the Blue Ridge. Groundwater recharge occurs in the upland areas and
discharge occurs to the drainage features on site.

3.6 LOCATION RESTRICTIONS

3.6.1 Fault Areas

The location restrictions related to fault areas are specified in Title 15A Section 13B .1622 (4). BLE
performed a literature review and property walkover to determine if Holocene faults exist on the
subject tracts. The geologic literature does not indicate the presence of known Holocene faults on
the expanded facility, or the surrounding vicinity (Horton and Zullo, 1991; Howard et al., 1978). A
BLE staff geologist conducted a site walkover on January 5, 2015. No surface indications of faults
were visually observed. In conclusion, there are no Holocene-age faults documented in the literature
or observed visually on site.

3.6.2 Seismic Impact Zones

The location restrictions related to seismic impact zones are specified in Title 15A Section 13B .1622
(5). BLE conducted a literature review and the most recent United States Geological Survey data
available for our use indicate that the maximum horizontal acceleration at the expanded facility,
expressed as a percentage of the earth's gravity (g), in rock is approximately 0.23g with a 2%
probability of being exceeded in 50 years (Petersen et al., 2014); approximately equal to 10%
probability in 250 years. Therefore, the site is located in a seismic impact zone. This seismic
standard is a design criteria and does not preclude landfill development.

3.6.3 Unstable Areas

The location restrictions related to unstable areas are specified in Title 15A Section 13B .1622 (6).
The site is located in the Blue Ridge Geologic Belt. The site subsurface conditions consist of residual
soils overlying partially weathered rock, with well-foliated gneiss bedrock at depth, which are not
susceptible to karst conditions. Topographic expressions of karst features, such as sinkholes and
disappearing streams, are not apparent from the site topography and were not observed on site during
our reconnaissance. Limited deposits of alluvial sediments are present within the narrow drainage
features on site. These soils are susceptible to settlement upon loading; however, they are limited in
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extent and can be removed if needed in areas of structural fill. No unstable areas were noted in our
literature review. Our field reconnaissance of the site did not identify any other potential unstable
areas.

3.6.4 Water Supply Watersheds

The location restrictions related to water supply watersheds are specified in Title 15A Section 13B
.1622 (9)(a). According to the North Carolina Division of Water Quality (T15A NCAC 2B .0303)
and the NCDENR website (http://portal.ncdenr.org/web/wq/ps/csu/classifications), the site is not
located in the watershed of a stream segment classified as WS-1. The Little Tennessee River next to
the site has water quality designation of Class C.

3.6.5 Regional Characterization Study

The site suitability requirements for public water supply wells, surface water intakes, and service
areas within a two-mile perimeter of the boundary of the landfill facility are specified in Title 15A
Section 13B .1618 (c)(1)(C).

The Macon County Solid Waste Department prepared a GIS map which identified properties within
the 2 mile search radius. The extent of this area was compared to the North Carolina Division of
Water Resources – Public Water Supply Section (NCPWS) electronic GIS database of permitted
public water systems (Figure I-1 in Appendix I) and the North Carolina Source Water Assessment
Program (NCSWAP) known water systems. A summary of the findings are included in Appendix
I. Nine public water supply systems were identified with the specified search radius, which use 13
water supply wells. Those included seven (7) NCPWS systems with PW ID Nos. 1057004, 0157108,
0157113, 0157121, 0157413, 0157478, and 0157564 and two (2) single well NCSWAP systems for
the Gardens at Catcreek (Appendix I).

The Riverbend Estates (PW ID No. 0157108) formerly operated a public water system which utilized
3 wells. Public water is currently supplied to the Riverbend Estates system via a master meter from
the Town of Franklin. The status of the Riverbend Estates wells is unknown. The single well system
which served Swiss Colony POA (PW ID No. 0157113) is reported to be abandoned and water is
currently supplied by the Town of Franklin. The Gardens at Catcreek development was never
constructed but is reported to have two (2) water supply wells which are not registered by the
NCPWS. It is possible that water service to a bed and breakfast on the property is supplied by one
or both of these wells. Possible well locations for the Gardens at Catcreek were identified by aerial
imagery and are shown on Figure I-1. It is assumed that the five (5) remaining single-well public
water systems are in service. Those five NCPWS systems include Windy Gap Baptist Church,
Ridgecrest Baptist Church, MI Mountain Campground, Franklin Ford, Inc., and Hollyview
Subdivision.

BLE performed a vehicular reconnaissance to confirm the presence of public water system well heads
and tanks on January 8, 2015. Water supply infrastructure was visually confirmed at each location
except Swiss Colony POA (PW ID No. 0157113) which is reported to be abandoned, MI Mountain
Campground (PW ID No. 0157478) which was inaccessible, and the Gardens at Catcreek (Figure I-
1).

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Based on our observations we conclude that the nine (9) public water systems identified herein are
not located between the facility boundary and Lake Emory (Little Tennessee River), which is the
groundwater discharge area for the facility. The presence of these public water systems does not
preclude landfill development.

3.6.6 Local Characterization Study

The site suitability requirements for potable wells within a 2,000-foot perimeter of the boundary of
the landfill facility are specified in Title 15A Section 13B .1618 (c)(2)(E).

The Macon County Solid Waste Department prepared a GIS map which identified properties within
the 2,000 foot search radius (Appendix J). Six hundred seventy four (674) properties were identified
within the search area. Those properties were identified via Macon County tax records and a table
was prepared, which is included in Appendix J.

The Town of Franklin operates a public water system (Number 0157010) which withdrawals water
from the Cartoogechaye River. The property addresses and owner’s names were cross referenced
with the Town of Franklin water service records. A total of sixty-two (62) properties were identified
which had known or suspected private water supply wells. Four (4) properties with private wells
were identified via prior knowledge. Fifty-eight (58) properties were identified (by gray color on the
table in Appendix J) which had suspected private wells and were not served by the Town of Franklin
water system.

BLE performed a vehicular reconnaissance on January 8, 2015 to identify well heads on the subject
properties within the search radius. Private water supply wells were confirmed on 23 of the 58
properties. The presence of private water supply wells on the remaining 35 properties could not be
confirmed because they were not viewable from public right-of-way’s. One private water supply
well is present on the Burling property (Figure 3). We understand that the Burling well will be
abandoned as part of landfill development.

Based on our observations we conclude that the private water supply wells are not located between
the landfill’s facility boundary and the Lake Emory (Little Tennessee River), which is the
groundwater discharge area for the facility. These presence of these private water supply wells do
not preclude landfill development.

3.7 GEOTECHNICAL CONSIDERATIONS

McGill’s conceptual design of the built-out Phase 3 waste disposal area covers a portion of the
Expansion Area. Our prior geotechnical evaluation included in our Phase 3 Cell No. 1 DHR
considered the built-out Phase 3 area. Specific geotechnical design criteria for Phase 3 Cell No. 1
are included in our DHR.

General excavation and engineered fill placement considerations for the proposed Phase 3 landfill
cell development are provided in the following sections. A general geotechnical evaluation of slope
stability and subgrade settlement by BLE, based on the proposed landfill design grades by McGill,
is also included. The initial and final grading plans prepared by McGill indicate maximum waste
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heights of 149 feet, maximum final cap slopes of 3H:1V (horizontal:vertical), and maximum internal
cell floor grade slopes of 3H:1V.

3.7.1 Excavation

Excavations of the existing residual soils are anticipated to achieve the design grades in some areas.
An estimated top of rock (auger refusal) contour map was developed as Figure 5 which is based on
auger refusal depths in the soil borings drilled at this site. Materials sufficiently hard to cause refusal
to the mechanical drill augers may result from continuous bedrock, boulders, lenses, ledges, or layers
of relatively hard rock within the overburden residual soil. Bedrock coring was performed at 14
locations in the Study Area where refusal to augering occurred. Continuous rock was found with
varying recovery and Rock Quality Designation (RQD) as discussed above in Section 3.4.1.3. Due
to its typically varying surface, the actual occurrence of hard rock during site grading may vary
somewhat from that presented in Figure 5.

Very dense soil and partially weathered rock such as that encountered in the borings may present
some difficulty in excavating during construction. There is usually no sharp distinction between soil
and rock in residual soil areas. Typically, the degree of weathering simply decreases with greater
depth until solid rock is eventually reached. The partially weathered rock, as well as the soil above,
may also contain boulders, lenses or ledges of hard rock. The mechanical auger used in this
exploration could penetrate some of the partially weathered rock of the transitional zone. The ease
of excavation depends on the geologic structure of the material itself, such as the direction of
bedding, planes or weakness and spacing between discontinuities. Based on our experience,
weathered rock or rock that cannot be penetrated by the mechanical drill auger or that has a standard
penetration resistance (N) of less than or equal to 3-inches of penetration with 50 hammer blows will
likely require heavy excavating equipment with ripping tools or other methods for removal, if
required.

Topsoil, existing poor quality fill soils, and loose colluvial/alluvial soils will be removed prior to cell
construction.

3.7.2 Engineered Fill

The residual soils without organic material that will be excavated from the cell areas to achieve the
design subgrade elevations are suitable for use as structural fill. Some moisture modification
(wetting or drying) may be required depending on the particular area of excavation, as well as the
weather conditions and rainfall prior to and during excavation. Conventional compaction equipment
and methods should be appropriate.

Prior to placement of engineered fill, the stripped ground surface should be proofrolled with a loaded
dump truck or similar weight rubber tired vehicle. Areas which undergo excessive deflection under
the proofrolling should be over excavated to firm soils.

Fill soil used for raising site grades or for replacement of material that is over-excavated as a result
of poor proofrolling performance should be uniformly compacted to at least 95 percent of the
standard Proctor maximum dry density (ASTM D 698) within 4% of the Standard Proctor optimum
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moisture content. The upper approximately 1 to 2 feet of structural fill under roadway or slabs may
require a higher degree of compaction depending on the loading.

Partially weathered rock may be mixed with the soil borrow materials provided it can be broken
down by the excavation and compaction equipment into particles with a maximum dimension of 6
inches. Larger boulders or rock pieces may be used in the lower portions of the deeper fills if the
boulders are placed individually and soil compacted around and over each boulder. Sufficient
quantities of soil should be mixed with the partially weathered rock so that voids do not result
between the pieces of partially weathered rock and the fill meets the compaction requirements. Fill
soils containing rock should not be placed within 5 vertical feet of any potential or proposed utility
locations.

Before filling operations begin, representative samples of each proposed fill material should be
collected and tested to determine the compaction and classification characteristics. The maximum
dry density and optimum moisture content should be determined. Once compaction begins, a
sufficient number of density tests should be performed to measure the degree of compaction being
obtained.

Earthwork cut or fill slopes outside of the cell area may generally be constructed as steep as 2H:1V.
Analysis of specific conditions may be warranted depending on the final design of the facility.
Structural fill slopes at the 2H:1V inclination should initially be constructed at two to three feet
beyond the design slope due to difficulty of compacting the edge of slopes, and then trimmed to final
grade leaving the exposed face well compacted. Relatively flat slopes, on the order of 3H:1V or
flatter, can be compacted in place without overfilling. Cut and fill slope surfaces outside the cell
area should be protected from erosion by grassing or other means. Where the cell embankment is to
be constructed on natural or existing fill slopes steeper than 5H:1V, we recommend that the new fill
soils be keyed into the slopes using horizontal benches to facilitate placement and compaction of
structural fill and to prevent formation of a potential slip surface. Temporary excavation slopes
should conform to OSHA regulations.

The surface of compacted subgrade soils can deteriorate and lose its support capabilities when
exposed to environmental changes and construction activity. Deterioration can occur in the form of
freezing, formation of erosion gullies, extreme drying, exposure for a long period of time, or rutting
by construction traffic. We recommend that if the fill soils within the cell become deteriorated or
softened, they be proofrolled, scarified and recompacted (and additional fill placed, if necessary)
prior to construction of the compacted cell subgrade. Additionally, any excavations through the cell
embankments should be properly backfilled in compacted lifts. Recompaction of subgrade surfaces
and compaction of backfill should be checked with a sufficient number of density tests to determine
if adequate compaction is being achieved.

3.7.3 Settlement

Foundation support conditions for the Phase 3 cell area will consist of loose to dense residual soils
above bedrock, or by engineered fill overlying residual soils. Moderate landfill subgrade settlements
will be realized from compression of the residual soils and the anticipated structural fill. The
compressibility parameters for the soil and partially weathered rock were estimated based on
published correlations (Martin, R. E. 1987) with standard penetration resistance (N-value) and our
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experience with similar conditions. The bedrock underlying the site is relatively incompressible and
will not realize appreciable settlements under the anticipated landfill loading. The settlement at a
given location will be a function of the waste and soil thicknesses at a given point and the
corresponding thickness and consistency of the foundation soils. Larger settlements would be
expected when placing greater heights of waste over greater thicknesses of structural fill and residual
soil. Settlement near the edge of the landfill should be minimal. Settlement of the landfill base liner
system should occur relatively rapidly following loading due to compression of the residual sandy
soils as the cells are filled.

Based on the proposed design grades of Phase 3 Cell No. 1, the estimated settlement at the clay liner
subgrade will vary from negligible in areas of light waste loading to a maximum on the order of 0.5
feet in areas of maximum waste height and residual soil thickness. The anticipated settlements are
well within the tolerances of the planned HDPE geomembrane liner and liner system. Specific
settlements in each cell of Phase 3 should be estimated based on their design. The initial grading of
each cell should be established to provide a post-settlement vertical separation of greater than the
minimum required 4 feet.

3.7.4 Stability

The soil test borings and laboratory test results indicate that the on-site residual soils may be used
for landfill subgrade and for construction of earthwork cut and engineered fills and slopes to form
new cells or other required site features.

Shear strength parameters for structural fill, residual soils, and the waste were developed based on
the subsurface data reported in the Phase 3 Cell No. 1 DHR, along with our experience with similar
subsurface, site conditions, and published correlations. The Macon County MSW Landfill is in a
seismic impact zone. The bedrock acceleration for the site is 0.23g based on the 2014 USGS seismic
hazard maps for a maximum horizontal acceleration with a 10% chance of being exceeded in 250
years. Based on the site subsurface conditions and the seismic bedrock acceleration of 0.23g, the
resulting seismic coefficient within the waste mound used in the pseudo-static stability analysis is
0.17 (RCRA Subtitle D (258) Seismic Design Guidance for MSW Landfill Facilities, April 1995).

Static and pseudo-static (seismic) slope stability analyses were performed for the Phase 3 Cell No. 1
plans including circular, sliding block, and liner interface potential failure modes of the capped
landfill, using the computer program Slope/W by Geo-Slope International. The results of the
analyses are presented in BLE’s Phase 3 Cell No. 1 DHR. The analysis indicated that the planned
3H:1V waste final cap slopes have a factor of safety greater than 1.5 for all of the configurations
under static loads and greater than, or equal to 1.0 for seismic conditions. A safety factor of 1.5 or
more is considered acceptable for long term (steady state) static conditions. A factor of safety of 1.0
or more is considered acceptable for seismic conditions. The analysis indicated that the planned
slopes are stable for Phase 3 Cell No. 1. The interface sliding factor of safety is contingent upon the
use of textured geomembrane. Detailed stability analysis should be performed for the final design
configurations of the remaining Phase 3 cells as were done for Phase 3 Cell No. 1.

INC. Expanded Macon County MSW Landfill – Franklin, NC July 9, 2017
Site Hydrogeologic Report for Expanded Facility BLE Project Number J14-1101-07

20
4.0 CONCLUSIONS

The purpose of this evaluation was to determine if the expanded landfill site meets NCDEQ
suitability criteria for site permitting of a municipal solid waste landfill. Based on the investigation
results (presented herein) we have determined that the geologic, hydrogeologic, and geotechnical
properties of the Expansion Area are similar to those of the existing landfill site, which was
previously granted permits for operation by the NCDEQ. Based on the State’s regulations, it is our
opinion that the expanded facility is acceptable for development of a municipal solid waste landfill.
The site characteristics are based on sampling, testing, analysis, and evaluation. The following
conclusions are provided:

1. The subsurface geology and hydrogeology of the expansion area and the existing facility are
typical of Blue Ridge terrain in North Carolina. Based on the results of field and laboratory
testing, it is our opinion that the expanded facility is geologically, hydrogeologically, and
geotechnically suitable for further municipal solid waste landfill development.

2. The locations restrictions evaluated in this report (water supply watersheds, fault areas, seismic
impact zones, and unstable areas) will not impede landfill development.

3. An unconfined water table aquifer underlies the site. A detection monitoring system can be
designed for additional waste cell development based on the characteristics of the aquifer.
Groundwater monitoring would be effective in areas of convergent groundwater flow such as
near the linear drainage features.

4. The planned landfill site provides an acceptable subgrade resulting in subgrade settlements well
within the tolerances of the landfill liner system and a stable foundation for structural fill and
landfill slopes following the planned site preparation.

5.0 ANNOTATED BIBLIOGRAPHY

Bouwer, H. and Rice, R.C., 1976, A slug test method for determining hydraulic conductivity of
unconfined aquifers with completely or partially penetrating wells, Water Resources Research,
Vol. 12, No. 3, pp. 423-428.
- Slug testing data reduction procedures.

Brown, M.B., and others (compilers), 1985, Geologic Map of North Carolina: NCDNRCD, scale
1:500,000.
- General geologic setting, fault locations, and diabase dike locations.

Fetter, C.W., 1988, Applied Hydrogeology: Merrill Publishing Company, Columbus, Ohio.
- Basic hydrogeologic principles and estimates of effective porosity in soils.

Horton, J.W. and Zullo, V.A., 1991, The Geology of the Carolinas: Carolina Geological Society
fifteenth anniversary volume: The University of Tennessee Press, Knoxville, TN.
- General geologic setting.

INC. Expanded Macon County MSW Landfill – Franklin, NC July 9, 2017
Site Hydrogeologic Report for Expanded Facility BLE Project Number J14-1101-07

21
Hatcher, R.D., Jr., December 1979, The Coweeta Group and Coweeta Syncline: Major Features of the
North Carolina – Georgia Blue Ridge: Southeastern Geology, Volume 21, No. 1.

Howard, K.A., Aaron, J.M., Brabb, ,E.E., Borck, M.R., Gower, H.D., Hunt, S.J., Milton, D.J.,
Muehlberger, W.R., Nakata, J.K., Plafker, G., Prowell, D.C., Wallace, R.E., and Witkind, I.J.,
1978, Preliminary Map of Young Faults in the United States as a Guide to Possible Fault
Activity, United States Geological Survey Miscellaneous field Studies Map MF-916, scale
1:5,000,000.
- Holocene faults in the United States.

Kruseman, G.P., and deRidder, N.A., 1989, Analysis and Evaluation of Pumping Test Data: Publication
47, International Institute for Land Reclamation and Improvement, Wageningen, The
Netherlands.
- Estimates of effective porosity in fractured bedrock.

Martin, R. E., Settlement of Residual Soils, Foundations and Excavations in Decomposed Rock of the
Piedmont Province, ASCE Geotechnical Special Publication No. 9, April 28, 1987, pp. 1-13.
- Foundation settlement.

Petersen, M.D., Moschetti, M.P., Powers, P.M., Mueller, C.S., Haller, K.M., Frankel, A.D., Zeng,
Yuehua, Rezaeian, Sanaz, Harmsen, S.C., Boyd, O.S., Field, Ned, Chen, Rui, Rukstales, K.S.,
Luco, Nico, Wheeler, R.L., Williams, R.A., and Olsen, A.H., 2014, Documentation for the 2014
update of the United States national seismic hazard maps: U.S. Geological Survey Open-File
Report 2014-1091, 243 p., http://dx.doi.org/10.3133/ofr20141091.
- Seismic impact zones.

Richardson, G. N., Kavazanjian Edward, Jr., and Matasovic Neven, RCRA Subtitle D (258) Seismic
Design Guidance for MSW Landfill Facilities, April 1995.
- Seismic coefficient.

Rhodes, Thomas S., and Conrad, Stephen G., 1985, Geologic Map of North Carolina: Department of
Natural Resources and Community Development, Division of Land Resources, and the NC
Geological Survey, 1:500,000-scale, compiled by Brown, Philip M., et al, and Parker, John M.
III, and in association with the State Geologic Map Advisory Committee.
- General geologic setting.

TABLES
TABLE 1
MONITORING WELL, PIEZOMETER, AND SOIL TEST BORING SURVEY INFORMATION
Macon County MSW Landfill - Expansion SHR
Franklin, North Carolina
BLE Project Number J14-1101-07
Soil Test Piezometer Ground TOC Status of
Boring Elevation Elevation Northing Easting Well/Piezometer
---BLE-1 2078.09 2081.10 557,993.41 693,239.72 Present
---BLE-2 2094.54 2097.47 557,870.28 693,607.21 Present
---BLE-3 2081.47 2084.33 557,666.48 693,782.19 Present
---BLE-4 2096.93 2099.80 557,238.47 693,782.94 Present
---BLE-5 2103.10 2106.17 557,841.09 693,407.97 Present
---BLE-6 2122.41 2125.43 557,674.55 693,571.99 Present
---BLE-7 2128.01 2131.11 557,464.27 693,888.05 Present
---BLE-8 2083.89 2086.97 557,233.65 693,541.51 Present
---BLE-9 2065.65 2068.76 557,376.37 693,411.58 Present
BLE-10 ---2125.43 NA 557,247.94 694,053.25 Abandoned
---BLE-11 2158.69 2161.80 557,575.33 694,139.17 Present
---BLE-12 2109.23 2112.25 557,377.54 694,294.85 Present
---BLE-13 2116.38 2119.50 557,652.86 694,424.14 Present
---BLE-14 2146.02 2148.59 557,393.99 694,599.83 Present
---BLE-15 2100.28 2103.52 557,095.96 694,432.06 Present
---BLE-16 2091.57 2094.67 556,836.77 694,273.66 Present
---BLE-17 2057.62 2060.75 557,024.62 693,860.66 Present
---BLE-18 2110.36 2113.57 557,702.85 694,721.10 Present
---BLE-19 2093.04 2096.48 557,865.75 694,291.14 Present
---BLE-20 2027.39 2030.26 558,225.18 693,574.71 Present
---BLE-21 2042.71 2045.86 558,126.50 693,339.53 Present
---BLE-22 2042.22 2044.57 558,174.37 693,064.36 Present
BLE-23 2088.32 2091.39 558,156.30 694,167.31 Present
BLE-24 2061.47 2064.42 558,273.14 694,318.03 Present
BLE-25S 2094.07 2097.68 558,282.00 694,705.14 Present
BLE-25D 2094.90 2097.95 558,279.91 694,711.65 Present
BLE-26 2054.95 2058.09 558,281.41 694,010.35 Present
BLE-27 2071.74 2074.46 558,528.01 693,725.36 Present
BLE-28 2100.10 2103.61 558,556.15 694,403.69 Present
BLE-29S 2074.62 2077.88 558,763.90 694,609.23 Present
BLE-29D 2074.47 2077.64 558,770.01 694,605.20 Present
PT-1 2028.77 2030.35 558,382.53 693,984.89 Present
B-4 ---2097.30 NA NA NA Abandoned
B-5 ---2120.30 NA NA NA Abandoned
B-5R ---2121.32 NA 557,425.78 693,688.63 Abandoned
B-6 ---2147.00 NA NA NA Abandoned
---B-6R 2146.27 2149.49 557,583.84 694,576.67 Present
---B-16 2084.20 NA NA NA Abandoned
---B-16R 2079.74 2082.89 557,575.73 693,335.21 Present
---B-17 2061.50 NA NA NA Abandoned
---B-18 2082.00 NA NA NA Abandoned
---B-18R 2083.18 2086.28 557,088.88 694,199.23 Present
B-19 ---2156.90 NA NA NA Abandoned
---MW-1A NA 2012.25 NA NA Present
---MW-1B NA 2012.19 NA NA Present
---MW-1D NA 2013.65 NA NA Present
---MW-2 NA 2014.78 NA NA Present
---MW-3A NA 2070.55 NA NA Present
---MW-5D NA 2075.67 NA NA Present
---MW-10 NA 2115.08 NA NA Present
---MW-12 2056.01 2059.56 NA NA Present
---MW-14 NA 2049.54 NA NA Present
---MW-15 NA 2029.19 NA NA Present
---MW-17 NA 2133.30 NA NA Present
---MW-18 NA 2115.40 NA NA Present
---MW-19 NA 2021.00 NA NA Present
---MW-19A NA 2020.80 NA NA Present
---MW-20 NA 2015.40 NA NA Present
---MW-21 NA 2020.90 NA NA Present
---MW-22 NA 2020.92 NA NA Present
---MW-22A NA 2017.94 NA NA Present
---MW-23 NA 2007.08 NA NA Present
NOTES:
1. Bold borings represent those in the Expansion Area.
2. TOC = Top Of Casing
3. NA = Not Available . Information was not provided in previous SHR & DHR reports performed by others.
4. Elevations are in relative to an arbitrary site datum that is approxiamtely 0.86 FEET above mean sea level (MSL).
5. Horizontal coordinates are in feet relative to the North Carolina state plane grid NAD83(1986).
6. Surveying for locations BLE-1 through BLE-22 and B-5R through B-18R was performed by McGill Associates of Asheville, NC.
7. Surveying for locations B-4 through B-19 was provded in the Site Suitability Study for Macon County Landfill, Franklin,
North Carolina (Westinghouse Job No. 1351-89-369), dated January 17, 1990.
1101-07 Macon Co SHR-Exp.xlsx
Tab 1 Survey
Prepared By: PJVH/MSP
Checked By: MSP/DW
TABLE 2
MONITORING WELL, PIEZOMETER, AND SOIL TEST BORING CONSTRUCTION DETAILS
Macon County MSW Landfill - Expansion SHR
Franklin, North Carolina
BLE Project Number J14-1101-07
Soil Test Piezometers &Ground TOC Unit Auger Auger Bedrock Drilling Screened Screened
Boring Monitoring Wells Elev.Elev.Screened Refusal Depth Refusal Elev.Depth Interval Depth Interval Elevation
---BLE-1 2078.09 2081.10 Bedrock 43.0 2035.1 43.0 -65.0 54.7 -64.7 2023.4 -2013.4
---BLE-2 2094.54 2097.47 Bedrock 34.0 2060.5 34.0 -55.0 43.7 -53.7 2050.8 -2040.8
---BLE-3 2081.47 2084.33 Deep Residuum 24.0 2057.5 ---13.8 -23.8 2067.7 -2057.7
---BLE-4 2096.93 2099.80 Bedrock 36.5 2060.4 36.5 -50.5 39.7 -49.7 2057.2 -2047.2
---BLE-5 2103.10 2106.17 Bedrock 41.0 2062.1 41.0 -71.0 57.0 -67.0 2046.1 -2036.1
---BLE-6 2122.41 2125.43 Bedrock 31.0 2091.4 31.0 -66.0 55.3 -65.3 2067.1 -2057.1
---BLE-7 2128.01 2131.11 Partially Weathered Rock 59.0 2069.0 ---48.7 -58.7 2079.3 -2069.3
---BLE-8 2083.89 2086.97 Bedrock 33.0 2050.9 33.0 -56.0 42.3 -52.3 2041.6 -2031.6
---BLE-9 2065.65 2068.76 Deep Residuum 29.5 2036.2 ---19.0 -29.0 2046.7 -2036.7
BLE-10 ---2125.43 NA ---45.5 2079.9 ---------
---BLE-11 2158.69 2161.80 Partially Weathered Rock 77.5 2081.2 ---66.7 -76.7 2092.0 -2082.0
---BLE-12 2109.23 2112.25 Bedrock 26.5 2082.7 26.5 -51.5 39.3 -49.3 2069.9 -2059.9
---BLE-13 2116.38 2119.50 Partially Weathered Rock/Residuum 55.0 2061.4 ---44.7 -54.7 2071.7 -2061.7
---BLE-14 2146.02 2148.59 Partially Weathered Rock/Residuum >90.0 <2056.0 ---77.0 -87.0 2069.0 -2059.0
---BLE-15 2100.28 2103.52 Partially Weathered Rock 36.5 2063.8 ---25.3 -35.3 2075.0 -2065.0
---BLE-16 2091.57 2094.67 Deep Residuum 36.0 2055.6 ---25.4 -35.4 2066.2 -2056.2
---BLE-17 2057.62 2060.75 Bedrock 22.0 2035.6 22.0 -46.0 34.0 -44.0 2023.6 -2013.6
---BLE-18 2110.36 2113.57 Deep Residuum 46.0 2064.4 ---35.0 -45.0 2075.4 -2065.4
---BLE-19 2093.04 2096.48 Bedrock 31.5 2061.5 31.5 -55.5 36.5 -46.5 2056.5 -2046.5
---BLE-20 2027.39 2030.26 Bedrock 7.0 2020.4 7.0 -39.5 24.2 -34.2 2003.2 -1993.2
---BLE-21 2042.71 2045.86 Deep Residuum 45.5 1997.2 ---35.2 -45.2 2007.5 -1997.5
---BLE-22 2042.22 2044.57 Deep Residuum 38.0 2004.2 ---27.6 -37.6 2014.6 -2004.6
BLE-23 2088.32 2091.39 Bedrock 40.0 2048.3 40.0 -70.0 53.8 -63.8 2034.5 -2024.5
BLE-24 2061.47 2064.42 Partially Weathered Rock 16.0 2045.5 ---5.8 -15.8 2055.7 -2045.7
BLE-25S 2094.07 2097.68 Residuum ---------34.8 -44.8 2059.3 -2049.3
BLE-25D 2094.90 2097.95 Partially Weathered Rock >70.0 <2024.9 ---59.8 -69.8 2035.1 -2025.1
BLE-26 2054.95 2058.09 Bedrock 17.0 2038.0 17.0 -44.5 39.3 -44.3 2015.7 -2010.7
BLE-27 2071.74 2074.46 Bedrock 12.0 2059.7 12.0 -59.0 47.5 -57.5 2024.2 -2014.2
BLE-28 2100.10 2103.61 Residuum 62.0 2038.1 ---50.8 -60.8 2049.3 -2039.3
BLE-29S 2074.62 2077.88 Residuum ---------19.8 -29.8 2054.8 -2044.8
BLE-29D 2074.47 2077.64 Partially Weathered Rock/Residuum >55.0 <2019.5 ---49.0 -54.0 2025.5 -2020.5
PT-1 2028.77 2030.35 Collivium ---------------
B-4 ---2097.30 NA ---36.5 2060.8 ---------
B-5 ---2120.30 NA ---43.0 2077.3 ---------
B-5R ---2121.32 NA ---51.5 2069.8 ---------
B-6 ---2147.00 NA --->50.0 <2097.0 ---------
---B-6R 2146.27 2149.49 Deep Residuum >80.0 <2066.3 ---69.3 -79.3 2077.0 -2067.0
---B-16 2084.20 NA Bedrock 33.0 2051.2 33.0 -39.3 34.3 -39.3 2049.9 -2044.9
---B-16R 2079.74 2082.89 Bedrock 31.0 2048.7 31.0 -56.0 44.3 -54.3 2035.4 -2025.4
---B-17 2061.50 NA Partially Weathered Rock 54.5 2007.0 ---52.5 -57.5 2009.0 -2004.0
---B-18 2082.00 NA Partially Weathered Rock 40.0 2042.0 ---35.0 -40.0 2047.0 -2042.0
---B-18R 2083.18 2086.28 Partially Weathered Rock 39.0 2044.2 ---28.7 -38.7 2054.5 -2044.5
B-19 ---2156.90 NA ---76.0 2080.9 ---------
NOTES:
1. Bold borings represent those in the Expansion Area.
2. Measurements are in FEET
3. Elevations are in relative to an arbitrary site datum that is approxiamtely 0.86 FEET above mean sea level (MSL).
4. TOC = Top Of Casing
5. NA = Not Available
6. "B" indicates piezometers or soil borings drilled by Westinghouse Environmental and Geotechnical Services Inc.
Information is from Site Suitability Study for Macon County Landfill Franklin, North Carolina Westinghouse Job No. 1351-89-369 January 1990
7. Surveying for locations BLE-1 through BLE-22 and B-5R through B-18R was performed by McGill Associates of Asheville, NC.
8. Surveying for locations B-4 through B-19 Site Suitability Study for Macon County Landfill Franklin, North Carolina Westinghouse Job No. 1351-89-369 January 1990
1101-07 Macon Co SHR-Exp.xlsx
Tab 2 PZ Constr
Prepared By: PJVH/MSP
Checked By: TWM/DW
TABLE 3
GROUNDWATER ELEVATION MEASUREMENTS
Macon County MSW Landfill - Expansion Area SHR
Franklin, North Carolina
BLE Project Number J14-1101-07
Groundwater Elevation Data Data from 2004 to 2015
Piezometer/Ground TOC 2004 2005 2006 2007 2008 2014 2015 Sept-13 to Nov-15 Seasonal Maximum Minimum Head Estimated Long-Term Piezometer/
Well Elevation Elevation TOB 24-hr 12/14/04 4/19/05 10/11/05 4/19/06 10/19/06 4/18/07 10/16/07 4/15/08 10/14/08 4/22/09 10/13/09 4/13/10 10/13/10 4/14/11 10/12/11 4/19/12 10/17/12 4/18/13 9/26/13 10/21/13 11/15/13 12/16/13 1/16/14 2/20/14 3/20/14 4/25/14 5/22/14 6/17/14 7/24/14 8/28/14 9/26/14 10/31/14 11/18/14 12/14/14 1/5/15 2/18/15 3/4/15 4/13/15 5/27/15 6/25/15 7/28/15 8/31/15 9/28/15 10/28/15 11/30/15 High Groundwater Elevation Elevation Difference Seasonal High Groundwater Well
BLE-1 2078.09 2081.10 NS 2022.69 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2021.80 2020.25 2018.93 2017.84 2018.06 2018.35 2018.76 2019.35 2019.74 2019.65 2019.00 2017.90 2017.02 NM 2015.80 2015.35 2015.10 NM NM NM NM NM NM 2015.10 NM NM NM 2021.80 2021.80 2015.10 6.70 2025.9 BLE-1
BLE-2 2094.54 2097.47 NS 2048.74 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2050.45 2050.39 2050.35 2050.36 2050.36 2050.44 2050.42 2050.42 2050.47 2050.45 2050.37 2050.37 2050.37 NM 2047.67 2050.27 2050.31 NM NM NM NM NM NM 2050.37 NM NM NM 2050.47 2050.47 2047.67 2.80 2054.6 BLE-2
BLE-3 2081.47 2084.33 2068.92 2067.87 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2066.63 2065.75 2064.84 2065.22 2068.17 2066.73 2066.31 2066.57 2067.10 2065.98 2065.69 2063.78 2063.02 NM 2061.59 2060.38 2060.63 2061.27 2061.28 2061.61 2063.62 2062.82 2061.74 2060.91 2060.18 Dry Dry 2068.17 2068.17 2060.18 7.99 2072.3 BLE-3
BLE-4 2096.93 2099.80 NS 2059.73 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2059.63 2058.81 2058.35 2057.80 2058.66 2058.69 2058.89 2058.92 2059.32 2059.16 2058.64 2057.95 2057.48 NM 2056.75 2056.40 2056.00 NM NM NM NM NM NM 2057.00 NM NM NM 2059.63 2059.63 2056.00 3.63 2063.7 BLE-4
BLE-5 2103.10 2106.17 NS 2045.70 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2044.90 2044.42 2044.10 2043.77 2043.61 2043.56 2043.67 2044.01 2044.12 2044.13 2044.17 2043.77 2043.57 NM 2041.11 2041.47 2042.16 NM NM NM NM NM NM 2042.97 NM NM NM 2044.90 2044.90 2041.11 3.79 2049.0 BLE-5
BLE-6 2122.41 2125.43 NS 2067.11 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2067.27 2067.28 2067.22 2067.10 2067.14 2067.09 2067.07 2067.11 2067.10 2067.13 2067.13 2067.08 2067.02 NM 2057.85 2065.63 2065.73 NM NM NM NM NM NM 2066.28 NM NM NM 2067.28 2067.28 2057.85 9.43 2071.4 BLE-6
BLE-7 2128.01 2131.11 2075.71 2077.06 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2076.99 2076.40 2075.86 2075.20 2075.36 2075.27 2075.35 2075.70 2075.87 2075.79 2075.64 2075.06 2074.50 NM 2073.41 2072.06 2071.81 Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry 2076.99 2076.99 2071.81 5.18 2081.1 BLE-7
BLE-8 2083.89 2086.97 NS 2048.29 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2047.95 2046.34 2046.19 2046.06 2048.61 2048.47 2048.36 2048.05 2048.49 2048.04 2046.26 2045.97 2045.85 NM 2045.45 2045.27 2045.12 NM NM NM NM NM NM 2045.82 NM NM NM 2048.61 2048.61 2045.12 3.49 2052.7 BLE-8
BLE-9 2065.65 2068.76 2037.85 2043.38 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2042.36 2041.61 2040.99 2040.28 2042.21 2041.99 2042.06 2041.85 2042.56 2042.06 2041.20 2040.42 2039.91 NM 2039.25 2038.26 2038.72 NM NM NM NM NM NM 2039.66 NM NM NM 2042.56 2042.56 2038.26 4.30 2046.7 BLE-9
BLE-11 2158.69 2161.80 2085.09 2085.29 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2085.51 2085.58 2085.42 2085.12 2084.90 2084.59 2084.59 2084.85 2085.03 2085.15 2085.44 2085.40 2085.19 NM 2084.66 2084.45 Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry 2085.58 2085.58 2084.45 1.13 2089.7 BLE-11
BLE-12 2109.23 2112.25 NS 2067.73 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2066.80 2066.11 2065.57 2065.12 2066.48 2066.37 2066.26 2066.33 2066.89 2066.51 2065.84 2065.20 2064.65 NM 2064.00 2063.17 2063.55 NM NM NM NM NM NM 2063.85 NM NM NM 2066.89 2066.89 2063.17 3.72 2071.0 BLE-12
BLE-13 2116.38 2119.50 2070.33 2072.98 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2072.30 2071.60 2071.00 2070.27 2070.48 2071.18 2071.30 2071.38 2071.58 2071.54 2070.98 2070.13 2069.50 NM 2068.54 2068.29 2067.90 NM NM NM NM NM NM 2068.16 NM NM NM 2072.30 2072.30 2067.90 4.40 2076.4 BLE-13
BLE-14 2146.02 2148.59 2079.32 2084.62 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2084.59 2084.29 2083.85 2083.05 2083.04 2082.90 2082.91 2083.25 2083.38 2083.19 2083.04 2082.47 2081.95 NM 2080.89 NM 2079.38 NM NM NM NM NM NM 2079.41 NM NM NM 2084.59 2084.59 2079.38 5.21 2088.7 BLE-14
BLE-15 2100.28 2103.52 2071.28 2077.33 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2076.25 2075.60 2075.07 2074.68 2076.22 2076.07 2076.02 2076.26 2076.75 2076.17 2075.47 2074.71 2074.16 NM 2073.27 2073.01 2072.12 NM NM NM NM NM NM 2072.65 NM NM NM 2076.75 2076.75 2072.12 4.63 2080.9 BLE-15
BLE-16 2091.57 2094.67 2061.47 2060.17 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2059.77 2059.25 2058.79 2058.70 2059.94 2059.89 2059.83 2059.83 2060.20 2059.87 2059.17 2058.56 2058.12 NM Dry 2057.42 2057.42 NM NM NM NM NM NM Dry NM NM NM 2060.20 2060.20 2057.42 2.78 2064.3 BLE-16
BLE-17 2057.62 2060.75 NS 2034.52 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2034.78 2034.05 2033.69 2034.36 2034.72 2034.83 2034.67 2034.75 2034.78 2034.44 2034.20 2033.55 2033.13 NM 2033.17 2033.03 2033.85 2033.45 2033.68 2033.66 2033.45 2033.25 2033.14 2032.85 2032.67 2033.10 2033.75 2034.83 2034.83 2032.67 2.16 2038.9 BLE-17
BLE-18 2110.36 2113.57 2078.34 2082.35 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2080.95 2080.53 2079.57 2079.96 2081.37 2080.46 2080.13 2080.65 2081.07 2080.16 2079.72 2078.67 2077.81 NM 2076.54 2075.27 2074.87 NM NM NM NM NM NM 2075.02 NM NM NM 2081.37 2081.37 2074.87 6.50 2085.5 BLE-18
BLE-19 2093.04 2096.48 NS 2058.74 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2058.64 2058.20 2057.79 2057.48 2058.42 2058.38 2058.46 2058.49 2058.73 2058.43 2057.93 2057.40 2057.07 NM 2056.48 2056.18 2056.07 2055.95 2055.97 2056.18 2057.24 2057.13 2057.48 2056.48 2056.15 2055.88 2055.92 2058.73 2058.73 2055.88 2.85 2062.8 BLE-19
BLE-20 2027.39 2030.26 NS 2014.04 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2013.89 2013.33 2012.91 2013.09 2013.75 2013.66 2013.53 2013.62 2013.75 2013.36 2012.94 2012.26 2011.96 NM 2011.66 2010.66 2011.91 2011.55 2011.70 2011.81 2012.14 2011.76 2011.46 2011.04 2010.86 2011.06 2011.75 2013.89 2013.89 2010.66 3.23 2018.0 BLE-20
BLE-21 2042.71 2045.86 2019.81 2019.89 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2018.78 2017.63 2016.52 2015.73 2016.67 2016.82 2016.94 2017.26 2017.67 2017.30 2016.46 2015.40 2014.57 NM 2013.27 2011.86 2012.56 NM NM NM NM NM NM 2012.46 NM NM NM 2018.78 2018.78 2011.86 6.92 2022.9 BLE-21
BLE-22 2042.22 2044.57 2013.62 2012.62 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2012.37 2012.14 2011.95 2011.95 2012.06 2012.08 2012.05 2012.07 2012.07 2011.97 2011.87 2011.76 2011.65 NM 2011.52 2010.87 2011.85 NM NM NM NM NM NM 2010.27 NM NM NM 2012.37 2012.37 2010.27 2.10 2016.5 BLE-22
BLE-23 2088.32 2091.39 2053.32 2053.72 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2053.77 2053.61 2053.54 2053.54 2053.48 2053.49 2053.57 2053.93 2053.79 2053.64 2053.49 2053.38 2052.59 2053.67 2053.93 2053.93 2052.59 1.34 2058.0 BLE-23
BLE-24 2061.47 2064.42 2051.47 2052.97 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2053.42 2053.42 2052.70 2052.41 2053.36 2053.39 2053.37 2053.51 2053.42 2053.39 2053.27 2053.22 2053.17 2053.37 2053.51 2053.51 2052.41 1.10 2057.6 BLE-24
BLE-25S 2094.07 2097.68 2064.07 2062.57 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2062.68 2062.28 2060.98 2061.41 2061.33 2061.29 2061.18 2062.38 2062.08 2061.68 2061.18 2060.77 2060.43 2061.00 2062.68 2062.68 2060.43 2.25 2066.8 BLE-25S
BLE-25D 2094.90 2097.95 2064.90 2062.55 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2062.65 2062.25 2061.79 2060.83 2061.30 2062.24 2061.08 2062.25 2062.00 2061.70 2061.15 2060.70 2060.45 2060.98 2062.65 2062.65 2060.45 2.20 2066.8 BLE-25D
BLE-26 2054.95 2058.09 2035.95 2037.45 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2037.88 2037.68 2036.84 2037.89 2037.59 2037.29 2037.79 2038.19 2037.92 2037.45 2037.39 2037.28 2037.18 2037.92 2038.19 2038.19 2036.84 1.35 2042.3 BLE-26
BLE-27 2071.74 2074.46 2022.74 2018.94 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2017.46 2013.76 2013.81 2013.81 2013.90 2013.91 2013.88 2013.89 2013.86 2013.86 2013.86 2013.76 2013.86 2013.88 2017.46 2017.46 2013.76 3.70 2021.6 BLE-27
BLE-28 2100.10 2103.61 2045.10 2048.40 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2048.66 2048.46 2047.36 2047.41 2047.91 2047.95 2048.01 2048.61 2048.70 2048.62 2048.16 2047.87 2047.61 2047.59 2048.70 2048.70 2047.36 1.34 2052.8 BLE-28
BLE-29S 2074.62 2077.88 2044.62 2052.62 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2052.88 2052.08 2051.48 2052.18 2053.13 2053.48 2053.78 2053.86 2053.37 2054.13 2054.05 2052.26 2051.88 2053.47 2054.13 2054.13 2051.48 2.65 2058.2 BLE-29S
BLE-29D 2074.47 2077.64 2042.47 2051.47 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2052.64 2052.49 2051.64 2052.44 2052.69 2052.92 2053.13 2053.54 2053.14 2053.49 2053.59 2052.09 2051.74 2052.80 2053.59 2053.59 2051.64 1.95 2057.7 BLE-29D
PT-1 2028.77 2030.35 NA NA NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2029.32 2030.04 2029.84 2029.74 2029.75 2029.05 2029.00 2028.84 2028.85 2029.05 2029.44 2029.82 2029.84 2030.04 2030.04 2028.84 1.20 2034.1 PT-1
B-6R 2146.27 2149.49 2074.97 2081.02 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2081.29 2080.90 2080.31 2079.45 2079.85 2079.47 2079.44 2079.78 2080.05 2079.83 2079.59 2078.83 2078.14 NM 2076.19 2075.49 2074.89 NM NM NM NM NM NM 2074.83 NM NM NM 2081.29 2081.29 2074.83 6.46 2085.4 B-6R
B-16R 2079.74 2082.89 NS 2041.34 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2041.31 2040.15 2039.15 2038.30 2041.04 2040.56 2040.47 2040.43 2041.39 2040.52 2039.23 2038.03 2037.19 NM 2035.64 2034.14 2034.54 NM NM NM NM NM NM 2036.33 NM NM NM 2041.39 2041.39 2034.14 7.25 2045.5 B-16R
B-18R 2083.18 2086.28 2064.73 2064.08 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 2064.22 2063.82 2063.45 2063.24 2064.40 2064.26 2064.17 2064.23 2064.57 2064.23 2063.74 2063.23 2062.88 NM 2062.28 2062.11 2062.08 2062.08 2062.18 2062.37 2063.23 2063.03 2062.63 2062.18 2061.84 2061.63 2061.94 2064.57 2064.57 2061.63 2.94 2068.7 B-18R
MW-1A NA 2012.25 NA NA 2008.13 2007.27 2004.68 2004.84 2005.74 2005.25 2002.67 2006.39 2002.68 2006.17 2005.82 2005.75 2002.52 2007.46 2002.25 2007.60 2002.80 2007.60 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM -2008.13 2002.25 5.88 2012.2 MW-1A
MW-1B NA 2012.19 NA NA 2008.08 2007.21 2004.60 2004.80 2005.70 2005.25 2002.65 2006.34 2002.59 2006.11 2005.82 2005.71 2002.49 2007.39 2002.19 2007.58 2002.79 2007.59 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM -2008.08 2002.19 5.89 2012.2 MW-1B
MW-1D NA 2013.65 NA NA NP NP NP NP NP NP NS 2004.25 2003.21 2003.24 2008.65 2009.34 2007.15 2010.82 2007.20 2009.97 2007.89 2012.05 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM -2012.05 2003.21 8.84 2016.2 MW-1D
MW-2 NA 2014.78 NA NA 2002.58 2002.88 2002.31 2002.11 2001.88 2002.23 2000.96 2002.53 2000.82 2001.65 2002.07 2002.12 2000.33 2002.28 2000.55 2002.15 2000.99 2002.43 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM -2002.88 2000.33 2.55 2007.0 MW-2
MW-3A NA 2070.55 NA NA 2010.90 2011.33 2010.85 2010.63 2010.04 2010.63 2009.90 2010.64 2009.76 2010.30 2010.53 2011.36 2010.18 2010.74 2009.80 2010.29 2009.72 2010.64 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM -2011.36 2009.72 1.64 2015.5 MW-3A
MW-5D NA 2075.67 NA NA NP NP NP NP NP NP 2015.17 2016.19 2012.87 2015.12 2014.53 2015.18 2012.31 2016.64 2011.50 2015.77 2011.27 2017.13 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM -2017.13 2011.27 5.86 2021.2 MW-5D
MW-10 NA 2115.08 NA NA 2057.64 2059.06 2060.58 2059.04 2057.76 2056.90 2056.10 2055.02 2055.01 2054.01 2055.41 2059.06 2059.24 2057.61 2058.53 2057.80 2057.65 2058.37 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM -2060.58 2054.01 6.57 2064.7 MW-10
MW-12 2056.01 2059.56 NA NA NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM 2043.30 2044.01 2044.08 2042.96 2043.03 2043.30 2042.68 2042.53 2041.94 2041.52 NM 2041.36 2041.30 2043.64 2041.38 2041.56 2041.35 2041.86 2041.75 2040.66 2040.31 2040.01 2041.01 2044.15 2044.15 2044.15 2040.01 4.14 2048.3 MW-12
MW-14 NA 2049.54 NA NA 2015.01 2015.14 2014.83 2014.64 2014.39 2014.70 2014.15 2014.09 2013.70 2014.63 2014.86 2015.59 2014.51 2015.21 2014.64 2015.03 2014.63 2015.42 NM NM NM 2015.14 2015.44 2015.37 2015.29 2015.39 2015.44 2015.22 2015.07 2014.79 2014.49 NM 2014.34 2014.14 2013.89 NM NM NM NM NM NM 2015.89 NM NM NM 2015.89 2015.89 2013.70 2.19 2020.0 MW-14
MW-15 NA 2029.19 NA NA 2015.95 2015.84 2015.69 2015.46 2015.96 2015.46 2015.28 2014.64 2014.83 2015.74 2016.69 2015.97 2015.54 2016.13 2015.84 2016.38 2015.79 2016.14 NM NM NM 2016.26 2016.34 2016.51 2016.03 2016.07 2015.97 2015.79 2015.81 2015.58 2015.29 NM 2015.74 2015.24 2015.74 NM NM NM NM NM NM 2013.19 NM NM NM 2016.51 2016.69 2013.19 3.50 2020.8 MW-15
MW-17 NA 2133.30 NA NA 2064.55 2066.23 2067.52 2066.38 2064.37 2063.19 2061.83 2059.56 2059.90 2058.58 2061.04 2065.48 2066.33 2063.68 2064.80 2063.52 2063.50 2063.49 NM NM NM 2068.80 2068.63 2068.56 2068.74 2069.23 2069.25 2069.15 2069.28 2068.96 2068.32 NM NM 2069.29 2066.13 2065.70 2065.60 2064.99 2064.98 2064.79 2065.00 2064.45 2064.58 2064.30 2064.05 2069.29 2069.29 2058.58 10.71 2073.4 MW-17
MW-18 NA 2115.40 NA NA 2063.07 2064.41 2065.65 2064.59 2063.54 2062.76 2061.96 2060.59 2061.00 2059.89 2061.88 2064.12 2065.36 2063.60 2064.80 2063.93 2064.30 2064.32 NM NM NM 2067.19 2067.20 2067.30 2067.40 2067.74 2067.70 2067.60 2067.64 2067.17 2066.90 NM NM 2067.09 2065.40 2065.29 2065.28 2064.79 2064.88 2065.09 2058.00 2064.85 2064.70 2064.50 2064.32 2067.74 2067.74 2058.00 9.74 2071.8 MW-18
MW-19 NA 2021.00 NA NA 2000.85 2000.90 2000.82 2000.70 2000.85 2000.70 2000.80 2001.18 2000.98 2000.65 2000.74 2000.77 2000.25 2000.48 2000.15 2000.60 2000.28 2000.50 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM -2001.18 2000.15 1.03 2005.3 MW-19
MW-19A NA 2020.80 NA NA 2001.39 2001.44 2001.35 2001.17 2001.27 2001.15 2001.18 2001.58 2001.33 2001.05 2001.12 2001.29 2000.70 2000.96 2000.58 2000.95 2000.69 2000.61 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM -2001.58 2000.58 1.00 2005.7 MW-19A
MW-20 NA 2015.40 NA NA 2003.85 2003.26 2002.78 2002.43 2003.91 2002.90 2001.76 2003.15 2002.20 2003.80 2004.97 2003.29 2002.30 2004.61 2001.85 2005.38 2003.05 2004.49 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM -2005.38 2001.76 3.62 2009.5 MW-20
MW-21 NA 2020.90 NA NA 2006.35 2006.11 2004.73 2004.13 2006.41 2005.30 2002.69 2005.15 2002.67 2005.80 2006.24 2005.70 2002.88 2006.10 2002.39 2006.64 2003.50 2006.85 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM -2006.85 2002.39 4.46 2011.0 MW-21
MW-22 NA 2020.92 NA NA 2007.97 2006.92 2004.52 2004.67 2004.02 2004.97 2002.44 2005.90 2002.42 2005.54 2005.53 2005.48 2002.36 2006.55 2001.92 2006.28 2002.55 2006.55 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM -2007.97 2001.92 6.05 2012.1 MW-22
MW-22A NA 2017.94 NA NA 2007.28 2006.77 2004.58 2004.68 2005.10 2005.04 2002.79 2005.89 2002.86 2005.51 2005.59 2005.55 2002.67 2006.44 2002.29 2006.28 2002.82 2006.43 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM -2007.28 2002.29 4.99 2011.4 MW-22A
MW-23 NA 2007.08 NA NA NP NP NP NP NP NP 2000.88 2001.98 2001.20 2001.65 2001.58 2001.46 2000.37 2001.57 2000.28 2001.95 2000.53 2001.43 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM -2001.98 2000.28 1.70 2006.1 MW-23
(10) Average Fluctuation = 4.1
NOTES:
1. Bold borings represent those in the Expansion Area.8. Bold water elevations represent the highest water level measurement in each well/piezometer.
2. Elevations are in relative to an arbitrary site datum that is approxiamtely 0.86 FEET above mean sea level (MSL).9. TOB = Time Of Boring water level
3. TOC = Top Of Casing 10. 24-hr = water level collected 24-Hours after drilling
4. NM = Not Measured 11. As a conservative approach, the Estimated Long-Term Seasonal High Groundwater Elevation was calculated by adding the Average Fluctuation (maximum level minus the minimum level from 2004 to 2015 in each monitoring well or pieometer, which equaled 4.1 feet) to the historical highest measured groundwater water elevation in each piezometer or well.
5. NP = Not Present
6. NA = Not Available
7. NS = Not Stable at time of measurement
2009 2010 2011 2012 2013
1101-07 Macon Co SHR-Exp.xlsx
Tab 3 Water Levels
Prepared By: PJVH/IAI
Checked By: JPU/MSP
TABLE 4
SUMMARY OF IN-SITU HYDRAULIC CONDUCTIVITY TESTING - SLUG TEST RESULTS
Macon County MSW Landfill - Expansion SHR
Franklin, North Carolina
BLE Project Number J14-1101-07
Piezometer Method Data Type Aquifer K(ft/min)K(cm/sec)K(ft/day)
Unit
BLE-3 Bouwer-Rice Falling Head Deep Residuum 8.9E-04 4.5E-04 1.28
BLE-4 Bouwer-Rice Falling Head Bedrock 1.3E-04 6.8E-05 0.19
BLE-7 Bouwer-Rice Rising Head Partially Weathered Rock 4.0E-03 2.0E-03 5.698
BLE-8 Bouwer-Rice Falling Head Bedrock 7.6E-04 3.9E-04 1.094
BLE-9 Bouwer-Rice Rising Head Deep Residuum 5.5E-04 2.8E-04 0.792
BLE-13 Bouwer-Rice Falling Head Partially Weathered Rock 3.7E-04 1.9E-04 0.54
BLE-15 Bouwer-Rice Falling Head Partially Weathered Rock 3.3E-04 1.7E-04 0.48
BLE-17 Bouwer-Rice Falling Head Bedrock 5.2E-04 2.6E-04 0.74
BLE-18 Bouwer-Rice Falling Head Deep Residuum 7.9E-04 4.0E-04 1.13
BLE-21 Bouwer-Rice Falling Head Deep Residuum 7.2E-04 3.6E-04 1.03
BLE-23 Bouwer-Rice Falling Head Bedrock 4.7E-04 2.4E-04 0.68
BLE-25D Bouwer-Rice Falling Head Partially Weathered Rock 3.2E-04 1.6E-04 0.45
BLE-25S Bouwer-Rice Falling Head Deep Residuum 3.0E-04 1.5E-04 0.43
BLE-29D Bouwer-Rice Falling Head Partially Weathered Rock 5.7E-04 2.9E-04 0.82
BLE-29S Bouwer-Rice Falling Head Deep Residuum 2.2E-04 1.1E-04 0.31
Maximum Hydraulic Conductivity 8.9E-04 4.5E-04 1.28
Deep Residuum Only Geometric Mean Hydraulic Conductivity 5.1E-04 2.6E-04 0.74
Minimum Hydraulic Conductivity 2.2E-04 1.1E-04 0.31
Maximum Hydraulic Conductivity 4.0E-03 2.0E-03 5.70
PWR Only Geometric Mean Hydraulic Conductivity 6.1E-04 3.1E-04 0.89
Minimum Hydraulic Conductivity 3.2E-04 1.6E-04 0.45
Maximum Hydraulic Conductivity 7.6E-04 3.9E-04 1.09
Rock Only Geometric Mean Hydraulic Conductivity 4.0E-04 2.0E-04 0.57
Minimum Hydraulic Conductivity 1.3E-04 6.8E-05 0.193
Maximum Hydraulic Conductivity 4.0E-03 2.0E-03 5.7
All Units Geometric Mean Hydraulic Conductivity 5.1E-04 2.6E-04 0.73
Minimum Hydraulic Conductivity 1.3E-04 6.8E-05 0.193
NOTES:
1. K = Hydraulic Conductivity
2. Bold piezometers represent those in the Expansion Area.
1101-07 Macon Co SHR-Exp.xlsx
Tab 4 Slug
Prepared by: MSP
Checked by: DW
TABLE 5
SUMMARY OF SOIL LABORATORY RESULTS
Macon County MSW Landfill - Expansion SHR
Franklin, North Carolina
BLE Project Number J14-1101-07
Standard Proctor Remolded Permeability Conditions Consolidation Triaxial Shear
Split-Spoon Shelby Tube Bag Sample Nat. Moisture Hydraulic Cond.Opt. Moisture Max. Dry Pressure Moisture Content Dry Density Hydraulic Precon. Press.Virgin Slope Void Ratio C (ksf)f (deg)Specific Wet Unit Dry Unit Effective Total Atterberg Limits Grain Size (% by wt)% Pass
Boring Depth (ft)Depth (ft)Depth (ft)Content (%)(cm/sec)Content (%)Density (pcf)Gradient (PSI)%% Wet of Opt.pcf % of MDD Cond. (cm/sec)Pc (ksf)Cc (eo)total effective total effective Gravity Weight (pcf)Weight (pcf)Porosity (%)Porosity (%)LL PL PI Gravel Sand Silt Clay 200 Sieve USCS
BLE-1 1.0 - 2.5 --23.6%-------------------4.6%-43 23 20 0.0%49.6%19.6%30.8%50.4%CL
BLE-2 18.5 - 20.0 --8.0%-------------------31.0%47.0%28 26 2 12.8%65.0%19.8%2.4%22.2%SM
BLE-2 28.5 - 30.0 --3.7%---------------------22 22 NP 28.8%57.9%13.3%SM
BLE-3 3.5 - 5.0 --22.6%-------------------5.5%-45 28 17 5.6%42.1%24.5%27.8%52.3%ML
BLE-4 --5.0 - 10.0 19.3%-17.3%108.2 10 19.3%2.0%102.9 95.1%1.0E-06 -------2.70 122.8 102.9 --39 30 9 0.0%52.6%26.3%21.1%47.4%SM
BLE-4 -14.0 - 16.0 -20.5%2.4E-04 -----------0 0 29.20 42.25 2.74 113.5 94.2 29.5%44.9%42 39 3 2.7%71.9%22.4%3.0%25.4%SM
BLE-4 -18.0 - 20.0 -24.7%1.4E-05 ---------------2.76 121.9 97.7 24.0%43.4%38 35 3 0.0%57.4%36.4%6.2%42.6%SM
BLE-6 -6.0 - 8.0 -28.7%4.2E-04 ---------------2.78 95.2 74.0 25.5%57.5%43 32 11 1.1%68.5%22.8%7.6%30.4%SM
BLE-6 18.5 - 20.0 --25.2%-------------------27.0%-34 32 2 0.7%64.6%31.1%3.6%34.7%SM
BLE-6 28.5 - 30.0 --17.0%-------------------28.0%48.5%30 30 NP 0.0%70.6%25.6%3.8%29.4%SM
BLE-7 1.0 - 2.5 --13.0%-------------------17.0%-33 26 7 1.3%62.9%21.6%14.2%35.8%SM
BLE-7 28.5 - 30.0 --17.7%-------------------28.0%-42 40 2 0.0%67.8%29.6%2.6%32.2%SM
BLE-7 48.5 - 50.0 --24.1%-------------------30.0%47.5%33 NP NP 8.3%65.8%23.5%2.4%25.9%SM
BLE-11 -1.0 - 3.0 -26.3%1.3E-05 ---------------2.76 113.0 89.5 -47.9%44 24 20 0.0%35.2%19.9%44.9%64.8%CL
BLE-11 -5.0 - 7.0 -21.0%1.5E-04 ---------------2.79 110.1 91.0 21.0%47.8%40 31 9 0.0%54.8%37.9%7.3%45.2%SM
BLE-11 --15.0 - 20.0 17.9%-15.9%112.7 10 17.9%2.0%107.3 95.2%1.7E-06 ---0.650 0 21.06 38.76 2.79 126.5 107.3 --36 28 8 0.0%58.3%25.5%16.2%41.7%SM
BLE-11 63.5 - 65.0 --21.1%-------------------27.5%49.0%37 34 3 0.0%68.4%27.7%3.9%31.6%SM
BLE-13 38.5 - 40.0 --21.0%-------------------27.0%-37 35 2 0.0%66.6%30.3%3.1%33.4%SM
BLE-13 53.5 - 55.0 --14.9%-------------------29.0%50.0%28 26 2 0.0%68.9%29.0%2.1%31.1%SM
BLE-14 -28.0 - 30.0 -33.8%1.9E-05 ---------------2.79 112.0 83.7 22.5%52.0%53 41 12 0.0%54.8%38.6%6.6%45.2%SM
BLE-15 1.0 - 2.5 --22.5%-------------------5.0%-41 25 16 0.0%48.8%22.2%29.0%51.2%CL
BLE-15 -2.0 - 4.0 -17.2%4.5E-04 ---------------2.77 110.6 94.4 5.5%45.5%41 22 19 7.5%45.2%19.7%27.6%47.3%SC
BLE-15 --0.0 - 5.0 20.1%-18.1%107.7 10 20.1%2.0%102.3 95.0%1.9E-06 -------2.79 122.9 102.3 --43 28 15 0.6%48.3%24.6%26.5%51.1%ML
BLE-15 13.5 - 15.0 --16.1%-------------------25.5%-29 28 1 7.5%59.3%28.1%5.1%33.2%SM
BLE-15 23.5 - 25.0 --18.0%-------------------30.5%49.0%36 36 NP 0.0%71.2%27.3%1.5%28.8%SM
BLE-17 18.5 - 20.0 --8.6%-------------------31.0%47.5%29 28 1 6.3%69.6%23.1%1.0%24.1%SM
BLE-18 -18.0 - 20.0 -14.6%8.1E-05 ---------------2.77 113.4 98.9 30.5%42.8%31 30 1 0.0%77.2%20.3%2.5%22.8%SM
BLE-21 -1.0 - 3.0 -21.0%2.1E-04 --------7.21 0.18 0.78 ----2.76 121.5 100.3 15.0%41.8%43 32 11 6.5%54.4%23.2%15.9%39.1%SM
BLE-21 -8.0 - 10.0 -18.7%3.2E-05 ---------------2.77 120.6 101.7 32.5%41.2%37 34 3 1.9%78.8%18.9%0.4%19.3%SM
BLE-22 -3.0 - 5.0 -28.4%5.2E-04 ---------------2.77 110.9 86.4 3.7%49.9%55 33 22 0.0%38.0%25.9%36.1%62.0%MH
BLE-22 -6.0 - 8.0 -20.3%3.0E-06 ---------------2.77 124.3 103.3 25.0%40.1%31 27 4 19.0%49.7%24.1%7.2%31.3%SM
BLE-23 18.5 - 20.0 ----------------------24.5%52.5%33 30 3 0.6%54.0%40.7%4.7%45.4%SM
BLE-23 -25.0 - 26.0 -15.1%3.6E-04 ---------------2.735 110.4 95.9 30.0%43.8%30 28 2 23.6%50.6%22.9%2.9%25.8%SM
BLE-24 8.5 - 10.0 ----------------------27.0%48.0%31 NP NP 14.0%56.8%23.5%5.7%29.2%SM
BLE-25 -1.0 - 3.0 -12.6%1.6E-05 ---------------2.745 128.8 114.3 13.0%33.1%25 17 8 0.0%47.8%32.1%20.1%52.2%CL
BLE-25 6.0 - 7.5 -----------------------48.0%64 37 27 0.0%32.8%19.5%47.7%67.2%MH
BLE-25 -33.0 - 35.0 -20.3%8.9E-05 ---------------2.725 111.2 92.4 31.5%45.6%37 32 5 0.5%74.4%24.4%0.7%25.1%SM
BLE-25 68.5 - 70.0 ----------------------26.0%52.5%33 29 4 1.3%56.6%38.6%3.5%42.1%SM
BLE-28 58.5 - 60.0 ----------------------31.0%49.5%29 28 1 0.0%70.8%28.5%0.7%29.2%SM
BLE-29 1.0 - 2.5 ----------------------10.5%55.5%64 48 16 0.0%24.2%57.8%18.0%75.8%MH
BLE-29 -10.0 - 12.0 -10.7%6.0E-04 ---------------2.735 96.1 86.8 31.5%49.4%42 39 3 0.0%74.6%24.7%0.7%25.4%SM
BLE-29 -28.0 - 30.0 -19.1%4.1E-05 ---------------2.745 120.9 101.6 28.5%40.8%42 38 4 0.4%66.2%30.5%2.9%33.4%SM
B-4 28.5 - 30.0 ------------------------31 30 1 ----31.0%-
B-16 --1.0 - 2.5 28.2%-21.9%101.4 unknown 22.4%0.5%97.3 96.0%2.1E-06 -------2.74 ----39 29 10 ----57.0%ML
B-16 6.0 - 7.5 --20.3%----------------------------33.5%-
B-16 8.5 - 10.0 ------------------------35 -NP -----SM
B-17 --1.0 - 5.0 21.1%-17.7%108.8 unknown 18.5%0.8%103.6 95.2%7.9E-06 -------2.76 ----35 27 8 ----44.0%ML
B-17 6.0 - 7.5 --10.4%---------------------37 -NP -----SM
B-17 8.5 - 10.0 --16.6%----------------------------29.0%SM
B-18 --1.0 - 3.0 18.2%-18.5%108.4 unknown 18.5%0.0%104.4 96.3%2.1E-07 -------2.76 ----33 20 13 ----56.0%CL
B-18 3.5 - 5.0 --13.9%----------------------------38.0%SM
B-18 6.0 - 7.5 ------------------------26 -NP -----SM
B-18 23.5 - 25.0 --25.8%----------------------------40.0%SM
B-18 28.5 - 30.0 ------------------------26 -NP ------
B-19 --1.0 - 3.0 45.5%-26.0%94.8 unknown 24.8%-1.2%91.4 96.4%5.8E-07 -------2.77 ----51 33 18 ----65.0%MH
B-19 8.5 - 10.0 --22.3%----------------------------46.5%SM
B-19 13.5 - 15.0 ------------------------44 -NP -----SM
B-19 28.5 - 30.0 --13.5%------------------------------
B-19 53.0 - 55.0 --13.8%---------------------34 -NP ------
B-19 58.5 - 60.0 --27.7%----------------------------29.0%SM
NOTES:
1. Bold piezometers represent those in the Expansion Area.
2. Effective Porosity (Specific Yield) is based on grain size analyses and Figure 4.11 (Fetter, 1994).
3. Total Porosity values in italic case are based on grain size analyses (Rawls and Brankensiek, 1989). Other values are based on laboratory tests.
4. USCS = Unified Soil Classification System . Refer to Appendix B for a description of the abbreviations.
5. NP = Not Plastic
6. NV = Not Viscous
7. Refer to Appendix G for lab data sheets.
13.3%
1101-07 Macon Co SHR-Exp.xlsx
Tab 5 Lab
Prepared by: PJVH/MSP
Checked by: MSP/DW
TABLE 6
INTERSTITIAL GROUNDWATER FLOW VELOCITY CALCULATIONS
Macon County MSW Landfill - Expansion SHR
Franklin, North Carolina
BLE Project Number J14-1101-07
Hydraulic Hydraulic Effective Groundwater
Geologic Unit Part of Velocity Calculation Conductivity (K)Gradient (i)Porosity (ne)Flow Velocity (V)
Water Table Aquifer (feet per day)(unitless)(unitless)(feet per day)
Max K, Max ne, & Min i 1.28 0.019 0.325 0.08
Deep Residuum Yes Geometric Mean K, and Average n e & i 0.74 0.097 0.264 0.27
Max K, and Average ne & i 1.28 0.097 0.264 0.47
Min K, Min n e, & Max i 0.31 0.175 0.150 0.36
Max K, Max ne, & Min i 5.70 0.019 0.310 0.35
Partially Weathered Rock Yes Geometric Mean K, and Average n e & i 0.89 0.097 0.286 0.30
Max K, and Average ne & i 5.70 0.097 0.286 1.93
Min K, Min n e, & Max i 0.45 0.175 0.260 0.30
Max K, Max ne, & Min i 1.09 0.019 0.100 0.20
Bedrock Yes Geometric Mean K, and Average n e & i 0.57 0.097 0.075 0.74
Max K, and Average ne & i 1.09 0.097 0.075 1.40
Min K, Min n e, & Max i 0.19 0.175 0.050 0.67
Notes:
1. Groundwater Flow Velocity is derived from V = Ki/ne where:
V = Groundwater Flow Velocity, K = Hydraulic Conductivity, i = Hydraulic Gradient, and ne = Effective Porosity.
2. The hydraulic conductivity values in the Residuum, Partially Weathered Rock, and Bedrock are from slug tests (Table 4).
3. Effective porosity values in the Residuum and Partially Weathered Rock are from soil laboratory tests (Table 5).
Effective porosity values in the Bedrock are from published values (5 to 10 percent) (Kruseman & deRidder, 1989).
4. Hydraulic gradient information is from the September 26, 2014 Water Table Elevation Contour Map (Figure 6).
The minimum hydraulic gradient measured in the Study Area was measured between the 2050 and 2060-ft MSL groundwater contours near BLE-23 (approximately 0.019 ft/ft).
The maximum hydraulic gradient measured in the Study Area was measured between the 2010 and 2050-ft MSL groundwater contours at the northern site boundary (approximately 0.175 ft/ft).
Tab 6 Flow
1101-07 Macon Co SHR-Exp.xlsx
Prepared By: MSP
Checked By: DW
TABLE 7
SUMMARY OF GEOLOGIC AND HYDROGEOLOGIC CHARACTERISTICS OF GEOLOGIC UNITS
Macon County MSW Landfill - Expansion SHR
Franklin, North Carolina
BLE Project Number J14-1101-07
Geologic Unit USCS Grain Size Total Porosity Effective Porosity K (cm/sec) via Slug Tests K (cm/sec) via Lab Tests
gravel sand silt clay max min geomean max min geomean max min geomean max min geomean
Shallow Residuum ML & CL 1.4%41.2%26.6%30.8%55.5%33.1%46.1%13.0%3.7%6.5%---5.2E-04 1.3E-05 8.4E-05
Deep Residuum ML & SM 3.0%63.2%27.7%6.1%57.5%40.1%46.0%32.5%15.0%25.9%4.5E-04 1.1E-04 2.6E-04 6.0E-04 3.0E-06 8.0E-05
Partially Weathered Rock SM 4.7%65.9%26.5%2.9%52.5%47.0%48.8%31.0%26.0%28.6%2.0E-03 1.6E-04 3.1E-04 ---
Bedrock Gneiss & Schist ----10.0%5.0%7.1%10.0%5.0%7.1%3.9E-04 6.8E-05 2.0E-04 ---
Notes:
1. Values are summarized from Table 4 (Summary of Slug Test Results) and Table 5 (Summary of Soil Laboratory Results).
2. Grain size values are averages
3. geomean = Geometric Mean
4. K = Hydraulic Conductivity
5. Values of porosity in Bedrock are from published values (Kruseman & deRidder, 1989).
Tab 7 Summary
1101-07 Macon Co SHR-Exp.xlsx
Prepared by: MSP
Checked by: DW

FIGURES

APPENDICES

APPENDIX A

DRILLING AND SAMPLING PROCEDURES

APPENDIX A

DRILLING AND SAMPLING PROCEDURES

SOIL TEST BORINGS

Soil test borings were advanced by mechanically twisting a continuous flight steel auger into the
soil. Soil sampling and penetration testing were performed in general accordance with ASTM D
1586. At regular intervals, soil samples were obtained with a standard 1.4-inch ID, 2-inch OD,
split-tube sampler. The sampler was first seated 6 inches to penetrate any loose cuttings, and then
driven an additional 12 inches with blows of a 140-pound hammer falling 30 inches. The number
of hammer blows required to drive the sampler the final 12 inches was recorded and designated the
"penetration resistance."

CORE DRILLING

Core drilling procedures were required to determine the character and vertical continuity of refusal
materials. Refusal to soil drilling equipment may result from hard cemented soil, soft weathered
rock, coarse gravel or boulders, thin rock seams, or the upper surface of solid continuous rock.

Prior to coring, a 4-inch diameter PVC pipe was seated in the refusal material and grouted into
place with a cement-bentonite mixture. Refusal materials were then cored according to the ASTM
D 2113 using a diamond-studded bit fastened to the end of a hollow, double-tube core barrel. The
NQ and HQ sizes designate bits that obtain rock cores 1-7/8 and 2-1/2 inches in diameter. Upon
completion of each drill run, the core inner barrel was brought to the surface, the core recovered
was measured, and the core samples were removed and placed in boxes for storage.

The core samples were returned to our laboratory where the refusal material was identified and the
percent core recovery and rock quality designation (RQD) was determined by a geologist. The
percent core recovery is the ratio of the core length obtained to the length cored, expressed as a
percent. The RQD is obtained by summing only those pieces of recovered core which are 4 inches
or longer and are at least moderately hard, and dividing by the total length cored. The percent core
recovery and the RQD are related to soundness and continuity of the refusal material. Refusal-
material descriptions, recoveries and the bit size are shown on a Test Boring Record (see Appendix
B).

APPENDIX B

BORING LOGS, PIEZOMETER DIAGRAMS, AND SURVEY DATA
6-inches of TOPSOIL
Stiff, brown to reddish-brown, dry,
medium to fine sandy SILT with
gravel - (fill)
Very stiff, brown to
yellowish-brown, dry, medium to
fine sandy SILT - (residuum)
Dense, yellowish-brown, dry, silty,
medium to fine SAND
Firm to dense, brown, dry,
micaceous, silty, medium to fine
SAND
Very firm, yellowish-brown to
brown, silty, medium to fine SAND
Dense, yellowish-brown, dry,
micaceous, silty, coarse to fine
SAND with gravel size rock
fragments
PARTIALLY WEATHERED ROCK
which sampled as
yellowish-brown, slightly moist,
silty, medium to fine SAND
Auger refusal at 40.0 feet. Began
50/3"
50/0"
3
5
5
6
8
8
9
13
21
6
8
9
31
18
14
9
9
12
13
18
27
UD
13
23
35
17
28
50/3"
50/0"
Grout, 0 to 5.0 feet
Bentonite seal, 5.0 to 46.7 feet
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
2085
2080
2075
2070
2065
2060
2055
2050
CAVING>
GROUNDWATER MONITORING WELL NO. BLE-23
Sheet 1 of 2
10-30-14
DEPTH TO - WATER> INITIAL:
CLIENT:
35.0
PROJECT NO.:
END:Macon County SWM Department
Franklin, North Carolina
Landprobe, M. King
ELEVATION/
DEPTH (FT)
5
10
15
20
25
30
35
PROJECT:
CME 75; 7-1/4 inch OD hollow stem auger and 2-7/8 inch OD NQ rock coring
J14-1101-07
AFTER 48 HOURS:34.6
GROUNDWATER MONITORING WELL NO. BLE-23
START:10-28-14
2088.32ELEVATION:
I. IrizarryLOGGED BY:
Macon County MSW Landfill - Expansion
GE
O
T
_
W
E
L
L

1
1
0
1
-
0
7
.
G
P
J

3
/
3
/
1
6
SOIL
TYPE
SA
M
P
L
E
S
1025 20 30 40 50 70 90
STANDARD PENETRATION RESULTS
BLOWS/FOOT
MONITOR WELL INSTALLATION
DETAILS
rock coring.
Moderately hard, moderately
severe weathereding, gray, red,
yellow and blackish-brown, fine to
coarse granitic GNEISS, rough,
soil filled, open, very close,
shallow to moderately dipping
joints, very thin to thin, shallow to
moderately dipping bedding,
quartz, pyrite, slightly micaceous
R-1 reovery = 77%, RQD = 39%
Hard, very slight to slightly
weathered, yellow, gray, black
and brown, fine to medium
granitic GNEISS, smooth, tight
healed, very close to moderately
close, shallow to moderately
dipping joints, very thin to thin,
shallow to moderately dipping
bedding, large quartz veins,
pyrite, slightly micaceous
R-2 recovery = 100%, RQD = 89%
R-3 reocvery = 96%, RQD = 78%
R-4 recovery = 100%, RQD = 78%
R-5 recovery = 74%, RQD = 74%
R-6 recovery = 100%. RQD = 95%
Boring terminated at 70.0 feet.
Groundwater encountered at 35.0
feet at time of drilling and at 34.6
feet after 48 hours.
R-1
R-2
R-3
R-4
R-5
R-6
Bentonite seal, 5.0 to 46.7 feet
Filter pack, sand 46.7 to 70.0 feet
2-inch diameter, 0.010-inch slotted
Schedule 40 PVC well screen, 53.8
to 63.8 feet
Pipe cap
Total well depth, 64.00 feet
SURFACE COMPLETION
3.05-foot stick-up, no casing
Top of PVC casing elev. = 2,091.39
feet
Ground surface elev. = 2,088.32
feet
Northing = 558,156.30'
Easting = 694,167.31'
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
2045
2040
2035
2030
2025
2020
2015
2010
CAVING>
GROUNDWATER MONITORING WELL NO. BLE-23
Sheet 2 of 2
10-30-14
DEPTH TO - WATER> INITIAL:
CLIENT:
35.0
PROJECT NO.:
END:Macon County SWM Department
Franklin, North Carolina
Landprobe, M. King
ELEVATION/
DEPTH (FT)
45
50
55
60
65
70
75
PROJECT:
CME 75; 7-1/4 inch OD hollow stem auger and 2-7/8 inch OD NQ rock coring
J14-1101-07
AFTER 48 HOURS:34.6
GROUNDWATER MONITORING WELL NO. BLE-23
START:10-28-14
2088.32ELEVATION:
I. IrizarryLOGGED BY:
Macon County MSW Landfill - Expansion
GE
O
T
_
W
E
L
L

1
1
0
1
-
0
7
.
G
P
J

3
/
3
/
1
6
SOIL
TYPE
SA
M
P
L
E
S
1025 20 30 40 50 70 90
STANDARD PENETRATION RESULTS
BLOWS/FOOT
MONITOR WELL INSTALLATION
DETAILS
6-inches of TOPSOIL
Stiff to firm, reddish-brown,
moist, medium to fine sandy, silty
CLAY - (colluvium)
PARTIALLY WEATHERED ROCK
which sampled as brownish-gray,
brown and black, silty, medium to
fine SAND - (residuum)
Auger refusal at 16.0 feet.
Groundwater encountered at 10.0
feet at time of drilling and at 8.5
feet after 24 hours.
50/3"
50/1"
3
5
5
5
6
7
3
3
5
12
13
50/3"
13
50/1"
Grout, 0 to 3.0 feet
Bentonite seal, 3.0 to 4.9 feet
Filter pack, sand 4.9 to 16.0 feet
Pipe cap
Total well depth, 16.00 feet
SURFACE COMPLETION
2.95-foot stick-up, no casing
Top of PVC casing elev. = 2,064.42
feet
Ground surface elev. = 2,061.47
feet
Northing = 558,273.14'
Easting = 694,318.03'
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
2060
2055
2050
2045
2040
2035
2030
2025
CAVING>
GROUNDWATER MONITORING WELL NO. BLE-24
Sheet 1 of 1
10-30-14
DEPTH TO - WATER> INITIAL:
CLIENT:
10.0
PROJECT NO.:
END:Macon County SWM Department
Franklin, North Carolina
Landprobe, M. King
ELEVATION/
DEPTH (FT)
5
10
15
20
25
30
35
PROJECT:
CME 75; 7-1/4 inch OD hollow stem auger
J14-1101-07
AFTER 24 HOURS:8.5
GROUNDWATER MONITORING WELL NO. BLE-24
START:10-29-14
2061.47ELEVATION:
I. IrizarryLOGGED BY:
Macon County MSW Landfill - Expansion
GE
O
T
_
W
E
L
L

1
1
0
1
-
0
7
.
G
P
J

3
/
3
/
1
6
SOIL
TYPE
SA
M
P
L
E
S
1025 20 30 40 50 70 90
STANDARD PENETRATION RESULTS
BLOWS/FOOT
MONITOR WELL INSTALLATION
DETAILS
6-inches of TOPSOIL
Soft to stiff, brown to
reddish-brown, moist, silty,
medium to fine sandy CLAY -
(residuum)
Very stiff, reddish-brown, moist,
fine sandy, clayey SILT
Loose, reddish-brown to brown,
dry, micaceous, silty, medium to
fine SAND
Very stiff, yellowish-brown, dry,
micaceous, medium to fine sandy
SILT
Very firm, reddish-brown, moist,
very micaceous, silty, medium to
fine SAND
Firm, yellowish-brown, wet,
micaceous, silty, medium to fine
SAND
2
1
2
UD
5
7
7
5
6
10
4
4
6
6
5
5
7
7
9
5
11
11
5
6
6
UD
4
7
11
5
9
11
Grout, 0 to 5.0 feet
Bentonite seal, 5.0 to 58.3 feet
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
2090
2085
2080
2075
2070
2065
2060
CAVING>
GROUNDWATER MONITORING WELL NO. BLE-25D
Sheet 1 of 2
10-28-14
DEPTH TO - WATER> INITIAL:
CLIENT:
30.0
PROJECT NO.:
END:Macon County SWM Department
Franklin, North Carolina
Landprobe, M. King
ELEVATION/
DEPTH (FT)
5
10
15
20
25
30
35
PROJECT:
CME 75; 7-1/4 inch OD hollow stem auger
J14-1101-07
AFTER 24 HOURS:32.35
GROUNDWATER MONITORING WELL NO. BLE-25D
START:10-27-14
2094.90ELEVATION:
I. IrizarryLOGGED BY:
Macon County MSW Landfill - Expansion
GE
O
T
_
W
E
L
L

1
1
0
1
-
0
7
.
G
P
J

3
/
3
/
1
6
SOIL
TYPE
SA
M
P
L
E
S
1025 20 30 40 50 70 90
STANDARD PENETRATION RESULTS
BLOWS/FOOT
MONITOR WELL INSTALLATION
DETAILS
Firm, yellowish-brown, wet,
micaceous, silty, medium to fine
SAND
Very firm, yellowish-brown, wet,
micaceous, silty, medium to fine
SAND
PARTIALLY WEATHERED ROCK
which sampled as brown to
yellowish-brown, wet, micaceous,
silty, medium to fine SAND
Very dense, yellowish-brown, wet,
micaceous, silty, medium to fine
SAND
PARTIALLY WEATHERED ROCK
which sampled as brown, wet,
micaceous, silty, medium to fine
SAND
PARTIALLY WEATHERED ROCK
which sampled as brownish-white
and brown, wet, silty, coarse to
fine SAND
Boring terminated at 70.0 feet.
Groundwater encountered at 30.0
feet at time of drilling and at 32.35
feet after 24 hours.
50/3"
50/3"
50/3"
50/3"
19
13
10
8
50/3"
35
25
41
50/3"
50/3"
12
36
50/3"
Bentonite seal, 5.0 to 58.3 feet
Filter pack, sand 58.3 to 70.0 feet
2-inch diameter, 0.010-inch slotted
Schedule 40 PVC well screen, 59.8
to 69.8 feet
Pipe cap
Total well depth, 70.00 feet
SURFACE COMPLETION
3.05-foot stick-up, no casing
Top of PVC casing elev. = 2,097.95
feet
Ground surface elev. = 2,094.90
feet
Northing = 558,279.91'
Easting = 694,711.65'
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
2050
2045
2040
2035
2030
2025
2020
CAVING>
GROUNDWATER MONITORING WELL NO. BLE-25D
Sheet 2 of 2
10-28-14
DEPTH TO - WATER> INITIAL:
CLIENT:
30.0
PROJECT NO.:
END:Macon County SWM Department
Franklin, North Carolina
Landprobe, M. King
ELEVATION/
DEPTH (FT)
45
50
55
60
65
70
75
PROJECT:
CME 75; 7-1/4 inch OD hollow stem auger
J14-1101-07
AFTER 24 HOURS:32.35
GROUNDWATER MONITORING WELL NO. BLE-25D
START:10-27-14
2094.90ELEVATION:
I. IrizarryLOGGED BY:
Macon County MSW Landfill - Expansion
GE
O
T
_
W
E
L
L

1
1
0
1
-
0
7
.
G
P
J

3
/
3
/
1
6
SOIL
TYPE
SA
M
P
L
E
S
1025 20 30 40 50 70 90
STANDARD PENETRATION RESULTS
BLOWS/FOOT
MONITOR WELL INSTALLATION
DETAILS
6-inches of TOPSOIL
Soft to stiff, brown to
reddish-brown, moist, silty,
medium to fine sandy CLAY -
(residuum)
Very stiff, reddish-brown, moist,
fine sandy, clayey SILT
Loose, reddish-brown to brown,
dry, micaceous, silty, medium to
fine SAND
Very stiff, yellowish-brown, dry,
micaceous, medium to fine sandy
SILT
Very firm, reddish-brown, moist,
very micaceous, silty, medium to
fine SAND
Firm to very firm,
yellowish-brown, wet, very
micaceous, silty, medium to fine
SAND
2
1
2
UD
5
7
7
5
6
10
4
4
6
6
5
5
7
7
9
5
11
11
5
6
6
UD
4
7
11
5
9
11
Grout, 0 to 5.0 feet
Bentonite seal, 5.0 to 32.8 feet
Filter pack, sand 32.8 to 45.0 feet
2-inch diameter, 0.010-inch slotted
Schedule 40 PVC well screen, 34.8
to 44.8 feet
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
2090
2085
2080
2075
2070
2065
2060
2055
CAVING>
GROUNDWATER MONITORING WELL NO. BLE-25S
Sheet 1 of 2
10-31-14
DEPTH TO - WATER> INITIAL:
CLIENT:
30.0
PROJECT NO.:
END:Macon County SWM Department
Franklin, North Carolina
Landprobe, M. King
ELEVATION/
DEPTH (FT)
5
10
15
20
25
30
35
PROJECT:
CME 75; 7-1/4 inch OD hollow stem auger
J14-1101-07
AFTER 24 HOURS:31.5
GROUNDWATER MONITORING WELL NO. BLE-25S
START:10-30-14
2094.07ELEVATION:
I. IrizarryLOGGED BY:
Macon County MSW Landfill - Expansion
GE
O
T
_
W
E
L
L

1
1
0
1
-
0
7
.
G
P
J

3
/
3
/
1
6
SOIL
TYPE
SA
M
P
L
E
S
1025 20 30 40 50 70 90
STANDARD PENETRATION RESULTS
BLOWS/FOOT
MONITOR WELL INSTALLATION
DETAILS
Firm to very firm,
yellowish-brown, wet, very
micaceous, silty, medium to fine
SAND
Very firm, yellowish-brown, wet,
micaceous, silty, medium to fine
SAND
Boring terminated at 45.0 feet.
Groundwater encountered at 30.0
feet at time of drilling and at 31.5
feet after 24 hours.
19
13
10
Filter pack, sand 32.8 to 45.0 feet
2-inch diameter, 0.010-inch slotted
Schedule 40 PVC well screen, 34.8
to 44.8 feet
Pipe cap
Total well depth, 45.00 feet
SURFACE COMPLETION
3.61-foot stick-up, no casing
Top of PVC casing elev. = 2,097.68
feet
Ground surface elev. = 2,094.07
feet
Northing = 558,282.00'
Easting = 694,705.14'
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
2050
2045
2040
2035
2030
2025
2020
2015
CAVING>
GROUNDWATER MONITORING WELL NO. BLE-25S
Sheet 2 of 2
10-31-14
DEPTH TO - WATER> INITIAL:
CLIENT:
30.0
PROJECT NO.:
END:Macon County SWM Department
Franklin, North Carolina
Landprobe, M. King
ELEVATION/
DEPTH (FT)
45
50
55
60
65
70
75
PROJECT:
CME 75; 7-1/4 inch OD hollow stem auger
J14-1101-07
AFTER 24 HOURS:31.5
GROUNDWATER MONITORING WELL NO. BLE-25S
START:10-30-14
2094.07ELEVATION:
I. IrizarryLOGGED BY:
Macon County MSW Landfill - Expansion
GE
O
T
_
W
E
L
L

1
1
0
1
-
0
7
.
G
P
J

3
/
3
/
1
6
SOIL
TYPE
SA
M
P
L
E
S
1025 20 30 40 50 70 90
STANDARD PENETRATION RESULTS
BLOWS/FOOT
MONITOR WELL INSTALLATION
DETAILS
6-inches of TOPSOIL
Firm, brown to reddish-brown,
dry, medium to fine sandy SILT -
(fill)
PARTIALLY WEATHERED ROCK
which sampled as
yellowish-brown, dry, micaceous,
silty, medium to fine SAND -
(residuum)
PARTIALLY WEATHERED ROCK
which sampled as grayish-brown,
dry, micaceous, silty, coarse to
fine SAND with gravel size rock
fragments
Auger refusal at 17.0 feet. Began
rock coring.
Moderately hard, moderate to
moderately severe weathered,
gray, red, yellow and brown, fine
to coarse granitic GNEISS, rough,
soil filled, open, very close to
close, shallow to moderately
dipping joints, very thin to thin,
shallow to moderately dipping
bedding, pyrite, slightly
micaceous
R-1 recovery = 28%, RQD = 0%
R-2 recovery = 21%, RQD = 0%
Hard, slightly weathered, gray,
red, yellow, brown and black, fine
to coarse granitic GNEISS,
smooth to rough healed to soil
filled, very close to moderately
close, shallow to moderately
dipping joints, very thin to thin,
shallow to moderately dipping
bedding, pyrite, slightly
micaceous
R-3 recovery = 75%, RQD = 19%
R-4 recovery = 100%. RQD = 74%
R-5 recovery = 100%. RQD = 67%
50/3"
50/2"
50/2"
50/3"
2
3
3
13
50/3"
50/2"
50/2"
50/3"
R-1
R-2
R-3
R-4
R-5
Grout, 0 to 5.0 feet
Bentonite seal, 5.0 to 32.5 feet
Filter pack, sand 32.5 to 44.50 feet
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
2050
2045
2040
2035
2030
2025
2020
CAVING>
GROUNDWATER MONITORING WELL NO. BLE-26
Sheet 1 of 2
10-30-14
DEPTH TO - WATER> INITIAL:
CLIENT:
19.0
PROJECT NO.:
END:Macon County SWM Department
Franklin, North Carolina
Landprobe, M. King
ELEVATION/
DEPTH (FT)
5
10
15
20
25
30
35
PROJECT:
CME 75; 7-1/4 inch OD hollow stem auger and 2-7/8 inch OD NQ rock coring
J14-1101-07
AFTER 48 HOURS:17.5
GROUNDWATER MONITORING WELL NO. BLE-26
START:10-28-14
2054.95ELEVATION:
I. IrizarryLOGGED BY:
Macon County MSW Landfill - Expansion
GE
O
T
_
W
E
L
L

1
1
0
1
-
0
7
.
G
P
J

3
/
3
/
1
6
SOIL
TYPE
SA
M
P
L
E
S
1025 20 30 40 50 70 90
STANDARD PENETRATION RESULTS
BLOWS/FOOT
MONITOR WELL INSTALLATION
DETAILS
Moderately hard, slight to
moderately severe weathered,
gray, red, yellow, and brown, fine
to coarse granitic GNEISS, rough,
soil filled, open, very close to
close, shallow to moderately
dipping joints, very thin to thin,
shallow to moderately dipping
bedding, pyrite, slightly
micaceous
R-6 recovery = 100%, RQD = 16%
Boring terminated at 44.50 feet.
Groundwater encountered at 19.0
feet at time of drilling and at 17.5
feet after 48 hours.
R-6
2-inch diameter, 0.010-inch slotted
Schedule 40 PVC well screen, 39.3
to 44.3 feet
Pipe cap
Total well depth, 44.50 feet
SURFACE COMPLETION
3.14-foot stick-up, no casing
Top of PVC casing elev. = 2,058.09
feet
Ground surface elev. = 2,054.95
feet
Northing = 558,281.41'
Easting = 694,010.35'
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
2010
2005
2000
1995
1990
1985
1980
CAVING>
GROUNDWATER MONITORING WELL NO. BLE-26
Sheet 2 of 2
10-30-14
DEPTH TO - WATER> INITIAL:
CLIENT:
19.0
PROJECT NO.:
END:Macon County SWM Department
Franklin, North Carolina
Landprobe, M. King
ELEVATION/
DEPTH (FT)
45
50
55
60
65
70
75
PROJECT:
CME 75; 7-1/4 inch OD hollow stem auger and 2-7/8 inch OD NQ rock coring
J14-1101-07
AFTER 48 HOURS:17.5
GROUNDWATER MONITORING WELL NO. BLE-26
START:10-28-14
2054.95ELEVATION:
I. IrizarryLOGGED BY:
Macon County MSW Landfill - Expansion
GE
O
T
_
W
E
L
L

1
1
0
1
-
0
7
.
G
P
J

3
/
3
/
1
6
SOIL
TYPE
SA
M
P
L
E
S
1025 20 30 40 50 70 90
STANDARD PENETRATION RESULTS
BLOWS/FOOT
MONITOR WELL INSTALLATION
DETAILS
6-inches of TOPSOIL
Stiff, brown to dark brown, dry,
medium to fine sandy, clayey SILT
- (residuum)
Very dense, brown to
orangish-brown and white, clayey,
silty, medium to fine SAND
PARTIALLY WEATHERED ROCK
which sampled as brown to
brownish-white, silty, coarse to
fine SAND
Auger refusal at 12.0 feet. Began
rock coring.
Moderately hard to hard,
moderate to moderately severe
weathering, gray, red, yellow and
brown, fine to medium granitic
GNEISS, rough, soil filled, open,
very close to close, shallow to
moderately dipping joints, very
thin to thin, shallow to moderately
dipping bedding, quartz, pyrite,
slightly micaceous
R-1 recovery = 15%, RQD = 0%
R-2 recovery = 7%, RQD = 0%
R-3 recovery = 16%, RQD = 0%
R-4 recovery = 20%, RQD = 0%
R-5 recovery = 44%, RQD = 63%
Black, fine granitic GNEISS,
smooth, healed, tight, very close
to close, shallow to moderately
50/3"
50/2"
3
6
4
8
23
40
50/3"
35
50/2"
R-1
R-2
R-3
R-4
R-5
R-6
Grout, 0 to 5.0 feet
Bentonite seal, 5.0 to 45.7 feet
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
2070
2065
2060
2055
2050
2045
2040
2035
CAVING>
GROUNDWATER MONITORING WELL NO. BLE-27
Sheet 1 of 2
10-27-14
DEPTH TO - WATER> INITIAL:
CLIENT:
49.0
PROJECT NO.:
END:Macon County SWM Department
Franklin, North Carolina
Landprobe, M. King
ELEVATION/
DEPTH (FT)
5
10
15
20
25
30
35
PROJECT:
CME 75; 7-1/4 inch OD hollow stem auger and 2-7/8 inch OD NQ rock coring
J14-1101-07
AFTER 96 HOURS:52.8
GROUNDWATER MONITORING WELL NO. BLE-27
START:10-27-14
2071.74ELEVATION:
I. IrizarryLOGGED BY:
Macon County MSW Landfill - Expansion
GE
O
T
_
W
E
L
L

1
1
0
1
-
0
7
.
G
P
J

3
/
3
/
1
6
SOIL
TYPE
SA
M
P
L
E
S
1025 20 30 40 50 70 90
STANDARD PENETRATION RESULTS
BLOWS/FOOT
MONITOR WELL INSTALLATION
DETAILS
dipping joints, very thin to thin,
horizontal to shallow bedding,
pyrite, slightly micaceous
R-6 recovery = 72%, RQD = 56%
Moderately hard to hard,
moderate to moderately severe
weathering, gray, red, yellow and
brown, fine to coarse granitic
GNEISS, rough, soil filled, open,
very close to close, shallow to
moderately dipping joints, very
thin to thin, shallow to moderately
dipping bedding, quartz, pyrite,
slightly micaceous
R-7 recovery = 63%, RQD = 31%
R-8 recovery = 96%, RQD = 52%
Hard, slightly weathered, red,
yellow, gray, brown and black,
fine to medium granitic GNEISS,
smooth, healed, tight, close to
moderately close, shallow to
moderately dipping joints, very
thin to thin, shallow to moderately
dipping bedding, quartz, pyrite,
slightly micaceous
R-9 recovery = 98%, RQD = 72%
Boring terminated at 59.0 feet.
Groundwater encountered at 49.0
feet at time of drilling and at 52.8
feet after 96 hours.
R-7
R-8
R-9
Bentonite seal, 5.0 to 45.7 feet
Filter pack, sand 45.7 to 59.0 feet
2-inch diameter, 0.010-inch slotted
Schedule 40 PVC well screen, 47.5
to 57.5 feet
Pipe cap
Total well depth, 57.7 feet
SURFACE COMPLETION
2.72-foot stick-up, no casing
Top of PVC casing elev. = 2,074.46
feet
Ground surface elev. = 2,071.74
feet
Northing = 558,528.01'
Easting = 693,725.36'
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
2030
2025
2020
2015
2010
2005
2000
1995
CAVING>
GROUNDWATER MONITORING WELL NO. BLE-27
Sheet 2 of 2
10-27-14
DEPTH TO - WATER> INITIAL:
CLIENT:
49.0
PROJECT NO.:
END:Macon County SWM Department
Franklin, North Carolina
Landprobe, M. King
ELEVATION/
DEPTH (FT)
45
50
55
60
65
70
75
PROJECT:
CME 75; 7-1/4 inch OD hollow stem auger and 2-7/8 inch OD NQ rock coring
J14-1101-07
AFTER 96 HOURS:52.8
GROUNDWATER MONITORING WELL NO. BLE-27
START:10-27-14
2071.74ELEVATION:
I. IrizarryLOGGED BY:
Macon County MSW Landfill - Expansion
GE
O
T
_
W
E
L
L

1
1
0
1
-
0
7
.
G
P
J

3
/
3
/
1
6
SOIL
TYPE
SA
M
P
L
E
S
1025 20 30 40 50 70 90
STANDARD PENETRATION RESULTS
BLOWS/FOOT
MONITOR WELL INSTALLATION
DETAILS
6-inches of TOPSOIL
Stiff, reddish-brown, dry, slightly
micaceous, medium to fine sandy,
clayey SILT - (residuum)
Loose, reddish-brown and brown,
dry, micaceous, silty, medium to
fine SAND
Loose, pink, tan and brown, dry,
very micaceous, silty, medium to
fine SAND
Loose, yellowish-brown and tan,
dry, very micaceous, silty,
medium to fine SAND
Firm, yellowish-brown, dry, very
micaceous, silty, coarse to fine
SAND with pebble sized quartz
pieces
Firm, pink and brown to
yellowish-brown, slightly moist,
micaceous, silty, medium to fine
SAND
Loose, yellowish-brown and
white, slightly moist, micaceous,
silty, medium to fine SAND
Stiff, yellowish-brown, slightly
moist, slightly micaceous,
medium to fine sandy SILT
3
4
6
4
3
6
3
3
4
3
3
3
3
4
4
3
3
4
4
8
9
6
8
10
5
5
5
5
7
7
Grout, 0 to 4.9 feet
Bentonite seal, 4.9 to 48.3 feet
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
2095
2090
2085
2080
2075
2070
2065
CAVING>
GROUNDWATER MONITORING WELL NO. BLE-28
Sheet 1 of 2
10-23-14
DEPTH TO - WATER> INITIAL:
CLIENT:
55.0
PROJECT NO.:
END:Macon County SWM Department
Franklin, North Carolina
Landprobe, M. King
ELEVATION/
DEPTH (FT)
5
10
15
20
25
30
35
PROJECT:
CME 75; 7-1/4 inch OD hollow stem auger
J14-1101-07
AFTER 24 HOURS:51.7
GROUNDWATER MONITORING WELL NO. BLE-28
START:10-23-14
2100.10ELEVATION:
I. IrizarryLOGGED BY:
Macon County MSW Landfill - Expansion
GE
O
T
_
W
E
L
L

1
1
0
1
-
0
7
.
G
P
J

3
/
3
/
1
6
SOIL
TYPE
SA
M
P
L
E
S
1025 20 30 40 50 70 90
STANDARD PENETRATION RESULTS
BLOWS/FOOT
MONITOR WELL INSTALLATION
DETAILS
Stiff, yellowish-brown, slightly
moist, slightly micaceous,
medium to fine sandy SILT
Firm, yellowish-brown, moist,
micaceous, silty, medium to fine
SAND
Firm, brown to yellowish-brown,
moist, micaceous, silty, medium
to fine SAND
Firm, brown to yellowish-brown,
micaceous, wet, silty, medium to
fine SAND
Auger refusal at 62.0 feet.
Groundwater encountered at 55.0
feet at time of drilling and at 51.7
feet after 24 hours.
5
6
7
7
8
9
5
5
7
5
7
9
Bentonite seal, 4.9 to 48.3 feet
Filter pack, sand 48.3 to 62.0 feet
2-inch diameter, 0.010-inch slotted
Schedule 40 PVC well screen, 50.8
to 60.8 feet
Pipe cap
Total well depth, 61.00 feet
SURFACE COMPLETION
3.51-foot stick-up, no casing
Top of PVC casing elev. = 2,103.61
feet
Ground surface elev. = 2,100.10
feet
Northing = 558,556.15'
Easting = 694,403.69'
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
2055
2050
2045
2040
2035
2030
2025
CAVING>
GROUNDWATER MONITORING WELL NO. BLE-28
Sheet 2 of 2
10-23-14
DEPTH TO - WATER> INITIAL:
CLIENT:
55.0
PROJECT NO.:
END:Macon County SWM Department
Franklin, North Carolina
Landprobe, M. King
ELEVATION/
DEPTH (FT)
45
50
55
60
65
70
75
PROJECT:
CME 75; 7-1/4 inch OD hollow stem auger
J14-1101-07
AFTER 24 HOURS:51.7
GROUNDWATER MONITORING WELL NO. BLE-28
START:10-23-14
2100.10ELEVATION:
I. IrizarryLOGGED BY:
Macon County MSW Landfill - Expansion
GE
O
T
_
W
E
L
L

1
1
0
1
-
0
7
.
G
P
J

3
/
3
/
1
6
SOIL
TYPE
SA
M
P
L
E
S
1025 20 30 40 50 70 90
STANDARD PENETRATION RESULTS
BLOWS/FOOT
MONITOR WELL INSTALLATION
DETAILS
6-inches of TOPSOIL
Soft, brown to reddish-brown,
slightly moist, medium to fine
sandy, clayey SILT - (residuum)
Soft, brown, moist, medium to
fine sandy, clayey SILT
Firm, moist, brownish-red to
brown, medium to fine sandy,
clayey SILT
Firm, yellowish-brown and tan,
moist, micaceous, silty, medium
to fine SAND
Firm, white, brown to
grayish-brown, moist, silty,
coarse to fine SAND with pebble
sized quartz
Dense, brown to yellowish-brown,
moist, very micaceous, silty,
medium to fine SAND
Very firm, brown to
yellowish-brown, moist, very
micaceous, silty, medium to fine
SAND
Firm, brown to yellowish-brown,
moist, micaceous, silty, medium
to fine SAND
Very firm, brown, moist,
micaceous, silty, medium to fine
SAND
2
2
2
1
1
2
2
3
5
4
5
6
UD
3
5
6
5
6
7
6
13
19
UD
8
11
16
5
9
9
10
12
13
Grout, 0 to 4.9 feet
Bentonite seal, 4.9 to 47.4 feet
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
2070
2065
2060
2055
2050
2045
2040
2035
CAVING>
GROUNDWATER MONITORING WELL NO. BLE-29D
Sheet 1 of 2
10-23-14
DEPTH TO - WATER> INITIAL:
CLIENT:
32.0
PROJECT NO.:
END:Macon County SWM Department
Franklin, North Carolina
Landprobe, M. King
ELEVATION/
DEPTH (FT)
5
10
15
20
25
30
35
PROJECT:
CME 75; 7-1/4 inch OD hollow stem auger
J14-1101-07
AFTER 24 HOURS:23.0
GROUNDWATER MONITORING WELL NO. BLE-29D
START:10-23-14
2074.47ELEVATION:
I. IrizarryLOGGED BY:
Macon County MSW Landfill - Expansion
GE
O
T
_
W
E
L
L

1
1
0
1
-
0
7
.
G
P
J

3
/
3
/
1
6
SOIL
TYPE
SA
M
P
L
E
S
1025 20 30 40 50 70 90
STANDARD PENETRATION RESULTS
BLOWS/FOOT
MONITOR WELL INSTALLATION
DETAILS
Very firm, brown, moist,
micaceous, silty, medium to fine
SAND
Dense, brown to dark
yellowish-brown, moist,
micaceous, silty, coarse to fine
SAND
Very dense, yellowish-brown,
moist, very micaceous, silty,
medium to fine SAND
PARTIALLY WEATHERED ROCK
which sampled as brown to
yellowish-brown, moist to wet,
micaceous, silty, medium to fine
SAND
Boring terminated at 55.0 feet.
Groundwater encountered at 32.0
feet at time of drilling and at 23.0
feet after 24 hours.
50/3"
13
21
24
12
23
35
14
21
50/3"
Bentonite seal, 4.9 to 47.4 feet
Filter pack, sand 47.4 to 55.0 feet
2-inch diameter, 0.010-inch slotted
Schedule 40 PVC well screen, 49.0
to 54.0 feet
Pipe cap
Total well depth, 54.20 feet
SURFACE COMPLETION
3.17-foot stick-up, no casing
Top of PVC casing elev. = 2,077.64
feet
Ground surface elev. = 2,074.47
feet
Northing = 558,770.01'
Easting = 694,605.20'
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
2030
2025
2020
2015
2010
2005
2000
1995
CAVING>
GROUNDWATER MONITORING WELL NO. BLE-29D
Sheet 2 of 2
10-23-14
DEPTH TO - WATER> INITIAL:
CLIENT:
32.0
PROJECT NO.:
END:Macon County SWM Department
Franklin, North Carolina
Landprobe, M. King
ELEVATION/
DEPTH (FT)
45
50
55
60
65
70
75
PROJECT:
CME 75; 7-1/4 inch OD hollow stem auger
J14-1101-07
AFTER 24 HOURS:23.0
GROUNDWATER MONITORING WELL NO. BLE-29D
START:10-23-14
2074.47ELEVATION:
I. IrizarryLOGGED BY:
Macon County MSW Landfill - Expansion
GE
O
T
_
W
E
L
L

1
1
0
1
-
0
7
.
G
P
J

3
/
3
/
1
6
SOIL
TYPE
SA
M
P
L
E
S
1025 20 30 40 50 70 90
STANDARD PENETRATION RESULTS
BLOWS/FOOT
MONITOR WELL INSTALLATION
DETAILS
6-inches of TOPSOIL
Soft, brown to reddish-brown,
slightly moist, medium to fine
sandy, clayey SILT - (residuum)
Soft, brown, moist, medium to
fine sandy, clayey SILT
Firm, brown to reddish-brown,
moist, medium to fine sandy,
clayey SILT
Firm, yellowish-brown to tan,
moist, micaceous, silty, medium
to fine SAND
Firm, white, brown to
grayish-brown, moist, silty,
coarse to fine SAND with pebble
sized quartz
Dense, brown to yellowish-brown,
moist, very micaceous, silty,
medium to fine SAND
Very firm, brown to
yellowish-brown, moist, very
micaceous, silty, medium to fine
SAND
Boring terminated at 30.0 feet.
Groundwater encountered at 30.0
feet at time of drilling and at 22.0
feet after 24 hours.
2
2
2
1
1
2
2
3
5
11
5
6
UD
3
5
6
5
6
7
6
13
19
UD
8
11
16
Grout, 0 to 4.9 feet
Bentonite seal, 4.9 to 19.7 feet
Filter pack, sand 19.7 to 30.0 feet
2-inch diameter, 0.010-inch slotted
Schedule 40 PVC well screen, 19.8
to 29.8 feet
Pipe cap
Total well depth, 30.00 feet
SURFACE COMPLETION
3.26-foot stick-up, no casing
Top of PVC well casing elev. =
2,077.88 feet
Ground surface elev. = 2,074.62
feet
Northing = 558,763.90'
Easting = 694,609.23'
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
2070
2065
2060
2055
2050
2045
2040
2035
CAVING>
GROUNDWATER MONITORING WELL NO. BLE-29S
Sheet 1 of 1
10-31-14
DEPTH TO - WATER> INITIAL:
CLIENT:
30.0
PROJECT NO.:
END:Macon County SWM Department
Franklin, North Carolina
Landprobe, M. King
ELEVATION/
DEPTH (FT)
5
10
15
20
25
30
35
PROJECT:
CME 75; 7-1/4 inch OD hollow stem auger
J14-1101-07
AFTER 24 HOURS:22.0
GROUNDWATER MONITORING WELL NO. BLE-29S
START:10-30-14
2074.62ELEVATION:
I. IrizarryLOGGED BY:
Macon County MSW Landfill - Expansion
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1025 20 30 40 50 70 90
STANDARD PENETRATION RESULTS
BLOWS/FOOT
MONITOR WELL INSTALLATION
DETAILS

APPENDIX C

PIEZOMETER INSTALLATION PROCEDURES

APPENDIX C

PIEZOMETER INSTALLATION PROCEDURES

Groundwater piezometers were installed in the boreholes resulting from the drilling process.
Approximate well locations are shown on the attached Piezometer/Boring Location Plan (Figure
3).

The piezometer consists of 2-inch diameter PVC pipe (Schedule 40 with flush-threaded joints)
inserted into 4.0 to 8.25-inch nominal diameter boreholes. The bottom 10 to 15-foot section of
each piezometer was a manufactured screen with 0.010-inch slots. Washed sand backfill was
placed around the outside of the pipe to at least 2 feet above the top of the well screen.

A bentonite seal (minimum 2-foot thick) was installed on top of the sand backfill up to within 5
feet of the ground surface. The upper 5 feet was filled cement-bentonite grout mixture. A PVC
cap was placed over the PVC well stickup on each piezometer. Piezometer construction records
are attached in Appendix B.

APPENDIX D

PRECIPITATION DATA
MONTHLY PRECIPITATION DATA - 2000 TO 2015
North Carolina Division 01
Macon County MSW Landfill
Franklin, North Carolina
BLE Job Number J14-1101-07
Year
MONTH 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Monthly Avg.
January 4.85 3.91 5.7 2.65 2.14 2.83 5.32 4.56 2.67 4.38 6.67 2.83 5.22 10.83 3.12 3.66 4.46
February 2.85 3.92 1.6 6.45 4.59 3.87 2.44 1.86 4.69 2.51 3.98 2.86 2.29 4.44 4.01 3.37 3.48
March 4.47 5.39 6.15 4.99 3.17 4.77 1.99 4.03 5.5 5.01 3.9 8.89 5 4.82 3.38 3.35 4.68
April 6.53 1.82 2.24 6.54 3.53 4.68 5.11 2.76 3.61 4.08 3.18 6.21 5 6.89 5.32 6.47 4.62
May 3.19 3.48 4.48 9.73 4.53 2.9 3 1.58 3.03 8.87 4.87 3.37 5.3 6.69 4.02 2.45 4.47
June 4.3 5.71 3.37 5.83 6.17 8.48 5.08 3.83 2.4 4.88 3.76 5.07 2.86 8.15 5.03 4.4 4.96
July 4.2 6.19 3.68 8.21 6.24 8.3 3.56 4.73 4.26 3.89 3.79 4.28 6.95 13.57 5.39 5.06 5.77
August 3.4 3.97 3.63 6.17 4.17 6.96 5.55 2.18 6.11 5.34 4.74 2.78 4.87 5.25 3.91 3.69 4.55
September 4.24 4.69 7.03 4.34 14.01 0.88 6.6 2.64 2.17 8.71 4.54 5.75 5.23 3.77 4.43 5.18 5.26
October 0.07 1.7 4.93 2.53 2.34 3.17 4.75 3.27 2.34 6.54 3.75 3.26 4.76 1.94 5.72 7.89 3.69
November 4.86 1.88 5.37 6.22 6.4 4.79 4.66 2.29 2.51 6.03 3.53 6.58 0.91 4.88 3.98 8.94 4.61
December 2.57 3.38 6.5 4.2 5.05 4.26 3.84 4.61 6.56 8.64 4.52 5.81 6.1 8.56 3.45 11.46 5.59
SEASON Seasonal Avg.
Winter 12.17 13.22 13.45 14.09 9.9 11.47 9.75 10.45 12.86 11.9 14.55 14.58 12.51 20.09 10.51 10.38 12.62
Spring 14.02 11.01 10.09 22.1 14.23 16.06 13.19 8.17 9.04 17.83 11.81 14.65 13.16 21.73 14.37 13.32 14.05
Summer 11.84 14.85 14.34 18.72 24.42 16.14 15.71 9.55 12.54 17.94 13.07 12.81 17.05 22.59 13.73 13.93 15.58
Fall 7.5 6.96 16.8 12.95 13.79 12.22 13.25 10.17 11.41 21.21 11.8 15.65 11.77 15.38 13.15 28.29 13.89
Yearly Avg.
Yearly Totals 45.53 46.04 54.68 67.86 62.34 55.89 51.90 38.34 45.85 68.88 51.23 57.69 54.49 79.79 51.76 65.92 56.14
Notes:
1. Data Source: NOAA, public information - Updated through December 2015.
2. Monthly water levels were collected from October 2014 to November 2015.
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PALMER DROUGHT SEVERITY INDEX
North Carolina Division 1
Macon County MSW Landfill
Franklin, North Carolina
BLE Project Number J14-1101-07

APPENDIX E

SLUG TEST PROCEDURES AND RESULTS

APPENDIX E

SLUG TEST PROCEDURES AND RESULTS

Slug tests were performed in the field to estimate the average hydraulic conductivity of the upper
formation material. Hydraulic conductivity is a constant of proportionality relating to the ease with
which a fluid passes through a porous medium. These data were used to estimate the groundwater
flow velocities of groundwater beneath the site. The field procedure was as follows:

 Measure the static groundwater elevation in the well to be tested.

 Affect an instantaneous change to the static water level in the well by removing a known
volume of water.

 Measure the rate at which shown on the attached sheets the water level recovers to its original
level.

The resulting slug test data (time versus water level) was reduced and hydraulic conductivity
values were calculated using the Bouwer and Rice (1976) Method for partially-penetrating wells in
an unconfined aquifer.
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C:\MSP Files\Macon Co LF NC\1101-07 SHR Exp\7 Slug Tests\Final\BLE-23FH.slg Page 1
Falling Head Slug Test
Site Name:Macon County Landfill
Location:Macon County, NC
Test Date:1-23-15
Client:Macon County
Project Number:J14-1101-07
Import File:C:\Public PC134\Slug tests from Field\Macon County LF\Final\BLE23FH.txt
Well Label:BLE-23
Aquifer Thickness:29.8 feet
Screen Length:10. feet
Casing Radius:8.333e-002 feet
Effective Radius:0.1198 feet
Static Water Level:0. feet
Water Table to Screen Bottom:29.8 feet
Anisotropy Ratio:1.
Time Adjustment:60. Seconds
Test starts with trial 3
There are 71 time and drawdown measurements
Maximum head is 4.285 feet
Minimum head is 0. feet
Trial Time Adjusted Time Drawdown Head Head Ratio
(minutes)(minutes)(feet)(feet)
1 0.95 -5.e-002 3.707 3.707 0.8651
2 0.967 -3.3e-002 3.188 3.188 0.744
3 0.983 -1.7e-002 3.577 3.577 0.8348
4 1.0.4.285 4.285 1.
5 1.167 0.167 2.962 2.962 0.6912
6 1.333 0.333 2.706 2.706 0.6315
7 1.5 0.5 2.516 2.516 0.5872
8 1.667 0.667 2.349 2.349 0.5482
9 1.833 0.833 2.196 2.196 0.5125
10 2.1.2.057 2.057 0.48
11 2.167 1.167 1.929 1.929 0.4502
12 2.333 1.333 1.81 1.81 0.4224
13 2.5 1.5 1.703 1.703 0.3974
14 2.667 1.667 1.604 1.604 0.3743
15 2.833 1.833 1.511 1.511 0.3526
16 3.2.1.426 1.426 0.3328
17 3.167 2.167 1.346 1.346 0.3141
18 3.333 2.333 1.273 1.273 0.2971
19 3.5 2.5 1.207 1.207 0.2817
20 3.667 2.667 1.145 1.145 0.2672
21 3.833 2.833 1.086 1.086 0.2534
22 4.3.1.035 1.035 0.2415
23 4.167 3.167 0.985 0.985 0.2299
24 4.333 3.333 0.935 0.935 0.2182
25 4.5 3.5 0.887 0.887 0.207
26 4.667 3.667 0.843 0.843 0.1967
27 4.833 3.833 0.8 0.8 0.1867
28 5.4.0.761 0.761 0.1776
29 5.167 4.167 0.722 0.722 0.1685
30 5.333 4.333 0.686 0.686 0.1601
31 5.5 4.5 0.654 0.654 0.1526
32 5.667 4.667 0.622 0.622 0.1452
33 5.833 4.833 0.592 0.592 0.1382
C:\MSP Files\Macon Co LF NC\1101-07 SHR Exp\7 Slug Tests\Final\BLE-23FH.slg Page 2
34 6.5.0.562 0.562 0.1312
35 6.167 5.167 0.537 0.537 0.1253
36 6.333 5.333 0.512 0.512 0.1195
37 6.5 5.5 0.489 0.489 0.1141
38 6.667 5.667 0.466 0.466 0.1088
39 6.833 5.833 0.443 0.443 0.1034
40 7.6.0.423 0.423 9.872e-002
41 7.167 6.167 0.402 0.402 9.382e-002
42 7.333 6.333 0.388 0.388 9.055e-002
43 7.5 6.5 0.372 0.372 8.681e-002
44 7.667 6.667 0.359 0.359 8.378e-002
45 7.833 6.833 0.343 0.343 8.005e-002
46 8.7.0.329 0.329 7.678e-002
47 8.167 7.167 0.315 0.315 7.351e-002
48 8.333 7.333 0.304 0.304 7.095e-002
49 8.5 7.5 0.292 0.292 6.814e-002
50 8.667 7.667 0.281 0.281 6.558e-002
51 8.833 7.833 0.272 0.272 6.348e-002
52 9.8.0.263 0.263 6.138e-002
53 9.167 8.167 0.254 0.254 5.928e-002
54 9.333 8.333 0.244 0.244 5.694e-002
55 9.5 8.5 0.235 0.235 5.484e-002
56 9.667 8.667 0.228 0.228 5.321e-002
57 9.833 8.833 0.222 0.222 5.181e-002
58 10.9.0.213 0.213 4.971e-002
59 11.10.0.169 0.169 3.944e-002
60 12.11.0.142 0.142 3.314e-002
61 13.12.0.119 0.119 2.777e-002
62 14.13.9.4e-002 9.4e-002 2.194e-002
63 15.14.8.e-002 8.e-002 1.867e-002
64 16.15.6.6e-002 6.6e-002 1.54e-002
65 17.16.5.7e-002 5.7e-002 1.33e-002
66 18.17.4.8e-002 4.8e-002 1.12e-002
67 19.18.3.6e-002 3.6e-002 8.401e-003
68 20.19.3.e-002 3.e-002 7.001e-003
69 21.20.2.3e-002 2.3e-002 5.368e-003
70 22.21.1.6e-002 1.6e-002 3.734e-003
71 23.22.1.1e-002 1.1e-002 2.567e-003
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C:\MSP Files\Macon Co LF NC\1101-07 SHR Exp\7 Slug Tests\Final\BLE-25DFH.slg Page 1
Falling Head Slug Test
Site Name:Macon County Landfill
Location:Macon County, NC
Test Date:1-23-15
Client:Macon County
Project Number:J14-1101-07
Import File:C:\Public PC134\Slug tests from Field\Macon County LF\Final\BLE25FH.txt
Well Label:BLE-25D
Aquifer Thickness:36.48 feet
Screen Length:10. feet
Casing Radius:8.333e-002 feet
Effective Radius:0.3021 feet
Static Water Level:0. feet
Water Table to Screen Bottom:36.48 feet
Anisotropy Ratio:1.
Time Adjustment:49.98 Seconds
Test starts with trial 0
There are 72 time and drawdown measurements
Maximum head is 4.445 feet
Minimum head is 0. feet
Trial Time Adjusted Time Drawdown Head Head Ratio
(minutes)(minutes)(feet)(feet)
1 0.833 0.4.445 4.445 1.
2 0.85 1.7e-002 4.26 4.26 0.9584
3 0.867 3.4e-002 4.152 4.152 0.9341
4 0.883 5.e-002 3.053 3.053 0.6868
5 0.9 6.7e-002 3.396 3.396 0.764
6 0.917 8.4e-002 3.597 3.597 0.8092
7 0.933 0.1 3.451 3.451 0.7764
8 0.95 0.117 3.412 3.412 0.7676
9 0.967 0.134 3.432 3.432 0.7721
10 0.983 0.15 3.343 3.343 0.7521
11 1.0.167 3.298 3.298 0.742
12 1.167 0.334 3.156 3.156 0.71
13 1.333 0.5 3.016 3.016 0.6785
14 1.5 0.667 2.891 2.891 0.6504
15 1.667 0.834 2.77 2.77 0.6232
16 1.833 1.2.655 2.655 0.5973
17 2.1.167 2.546 2.546 0.5728
18 2.167 1.334 2.44 2.44 0.5489
19 2.333 1.5 2.342 2.342 0.5269
20 2.5 1.667 2.244 2.244 0.5048
21 2.667 1.834 2.153 2.153 0.4844
22 2.833 2.2.063 2.063 0.4641
23 3.2.167 1.979 1.979 0.4452
24 3.167 2.334 1.897 1.897 0.4268
25 3.333 2.5 1.819 1.819 0.4092
26 3.5 2.667 1.744 1.744 0.3924
27 3.667 2.834 1.673 1.673 0.3764
28 3.833 3.1.604 1.604 0.3609
29 4.3.167 1.54 1.54 0.3465
30 4.167 3.334 1.474 1.474 0.3316
31 4.333 3.5 1.417 1.417 0.3188
32 4.5 3.667 1.357 1.357 0.3053
33 4.667 3.834 1.302 1.302 0.2929
C:\MSP Files\Macon Co LF NC\1101-07 SHR Exp\7 Slug Tests\Final\BLE-25DFH.slg Page 2
34 4.833 4.1.25 1.25 0.2812
35 5.4.167 1.2 1.2 0.27
36 5.167 4.334 1.152 1.152 0.2592
37 5.333 4.5 1.104 1.104 0.2484
38 5.5 4.667 1.06 1.06 0.2385
39 5.667 4.834 1.015 1.015 0.2283
40 5.833 5.0.973 0.973 0.2189
41 6.5.167 0.932 0.932 0.2097
42 6.167 5.334 0.896 0.896 0.2016
43 6.333 5.5 0.859 0.859 0.1933
44 6.5 5.667 0.825 0.825 0.1856
45 6.667 5.834 0.791 0.791 0.178
46 6.833 6.0.761 0.761 0.1712
47 7.6.167 0.729 0.729 0.164
48 7.167 6.334 0.699 0.699 0.1573
49 7.333 6.5 0.672 0.672 0.1512
50 7.5 6.667 0.644 0.644 0.1449
51 7.667 6.834 0.619 0.619 0.1393
52 7.833 7.0.594 0.594 0.1336
53 8.7.167 0.571 0.571 0.1285
54 8.167 7.334 0.546 0.546 0.1228
55 8.333 7.5 0.525 0.525 0.1181
56 8.5 7.667 0.503 0.503 0.1132
57 8.667 7.834 0.482 0.482 0.1084
58 8.833 8.0.459 0.459 0.1033
59 9.8.167 0.441 0.441 9.921e-002
60 9.167 8.334 0.423 0.423 9.516e-002
61 9.333 8.5 0.404 0.404 9.089e-002
62 9.5 8.667 0.386 0.386 8.684e-002
63 9.667 8.834 0.37 0.37 8.324e-002
64 9.833 9.0.356 0.356 8.009e-002
65 10.9.167 0.34 0.34 7.649e-002
66 11.10.17 0.267 0.267 6.007e-002
67 12.11.17 0.208 0.208 4.679e-002
68 13.12.17 0.157 0.157 3.532e-002
69 14.13.17 0.121 0.121 2.722e-002
70 15.14.17 9.1e-002 9.1e-002 2.047e-002
71 16.15.17 6.6e-002 6.6e-002 1.485e-002
72 17.16.17 4.8e-002 4.8e-002 1.08e-002
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C:\MSP Files\Macon Co LF NC\1101-07 SHR Exp\7 Slug Tests\Final\BLE-25SFH.slg Page 1
Falling Head Slug Test
Site Name:Macon County Landfill
Location:Macon County, NC
Test Date:1-23-15
Client:Macon County
Project Number:J14-1101-07
Import File:C:\Public PC134\Slug tests from Field\Macon County LF\Final\BLE25SFH.txt
Well Label:BLE-25S
Aquifer Thickness:12.41 feet
Screen Length:10. feet
Casing Radius:8.333e-002 feet
Effective Radius:0.3021 feet
Static Water Level:0. feet
Water Table to Screen Bottom:12.41 feet
Anisotropy Ratio:1.
Time Adjustment:31.98 Seconds
Test starts with trial 0
There are 90 time and drawdown measurements
Maximum head is 3.629 feet
Minimum head is 0. feet
Trial Time Adjusted Time Drawdown Head Head Ratio
(minutes)(minutes)(feet)(feet)
1 0.533 0.3.629 3.629 1.
2 0.55 1.7e-002 3.581 3.581 0.9868
3 0.567 3.4e-002 3.599 3.599 0.9917
4 0.583 5.e-002 3.149 3.149 0.8677
5 0.6 6.7e-002 3.135 3.135 0.8639
6 0.617 8.4e-002 3.117 3.117 0.8589
7 0.633 1.e-001 3.101 3.101 0.8545
8 0.65 0.117 3.039 3.039 0.8374
9 0.667 0.134 3.014 3.014 0.8305
10 0.683 0.15 3.012 3.012 0.83
11 0.7 0.167 2.989 2.989 0.8236
12 0.717 0.184 2.911 2.911 0.8021
13 0.733 0.2 2.936 2.936 0.809
14 0.75 0.217 2.918 2.918 0.8041
15 0.767 0.234 2.897 2.897 0.7983
16 0.783 0.25 2.875 2.875 0.7922
17 0.8 0.267 2.856 2.856 0.787
18 0.817 0.284 2.811 2.811 0.7746
19 0.833 0.3 2.806 2.806 0.7732
20 0.85 0.317 2.79 2.79 0.7688
21 0.867 0.334 2.792 2.792 0.7694
22 0.883 0.35 2.747 2.747 0.757
23 0.9 0.367 2.881 2.881 0.7939
24 0.917 0.384 2.694 2.694 0.7424
25 0.933 0.4 2.692 2.692 0.7418
26 0.95 0.417 2.678 2.678 0.7379
27 0.967 0.434 2.662 2.662 0.7335
28 0.983 0.45 2.646 2.646 0.7291
29 1.0.467 2.628 2.628 0.7242
30 1.167 0.634 2.461 2.461 0.6781
31 1.333 0.8 2.315 2.315 0.6379
32 1.5 0.967 2.184 2.184 0.6018
33 1.667 1.134 2.061 2.061 0.5679
C:\MSP Files\Macon Co LF NC\1101-07 SHR Exp\7 Slug Tests\Final\BLE-25SFH.slg Page 2
34 1.833 1.3 1.949 1.949 0.5371
35 2.1.467 1.844 1.844 0.5081
36 2.167 1.634 1.748 1.748 0.4817
37 2.333 1.8 1.657 1.657 0.4566
38 2.5 1.967 1.572 1.572 0.4332
39 2.667 2.134 1.492 1.492 0.4111
40 2.833 2.3 1.419 1.419 0.391
41 3.2.467 1.35 1.35 0.372
42 3.167 2.634 1.284 1.284 0.3538
43 3.333 2.8 1.224 1.224 0.3373
44 3.5 2.967 1.163 1.163 0.3205
45 3.667 3.134 1.108 1.108 0.3053
46 3.833 3.3 1.058 1.058 0.2915
47 4.3.467 1.01 1.01 0.2783
48 4.167 3.634 0.964 0.964 0.2656
49 4.333 3.8 0.92 0.92 0.2535
50 4.5 3.967 0.877 0.877 0.2417
51 4.667 4.134 0.836 0.836 0.2304
52 4.833 4.3 0.797 0.797 0.2196
53 5.4.467 0.761 0.761 0.2097
54 5.167 4.634 0.726 0.726 0.2001
55 5.333 4.8 0.695 0.695 0.1915
56 5.5 4.967 0.665 0.665 0.1832
57 5.667 5.134 0.633 0.633 0.1744
58 5.833 5.3 0.608 0.608 0.1675
59 6.5.467 0.58 0.58 0.1598
60 6.167 5.634 0.557 0.557 0.1535
61 6.333 5.8 0.534 0.534 0.1471
62 6.5 5.967 0.511 0.511 0.1408
63 6.667 6.134 0.489 0.489 0.1347
64 6.833 6.3 0.47 0.47 0.1295
65 7.6.467 0.45 0.45 0.124
66 7.167 6.634 0.431 0.431 0.1188
67 7.333 6.8 0.415 0.415 0.1144
68 7.5 6.967 0.395 0.395 0.1088
69 7.667 7.134 0.379 0.379 0.1044
70 7.833 7.3 0.365 0.365 0.1006
71 8.7.467 0.354 0.354 9.755e-002
72 8.167 7.634 0.338 0.338 9.314e-002
73 8.333 7.8 0.306 0.306 8.432e-002
74 8.5 7.967 0.276 0.276 7.605e-002
75 8.667 8.134 0.251 0.251 6.917e-002
76 8.833 8.3 0.23 0.23 6.338e-002
77 9.8.467 0.21 0.21 5.787e-002
78 9.167 8.634 0.192 0.192 5.291e-002
79 9.333 8.8 0.176 0.176 4.85e-002
80 9.5 8.967 0.162 0.162 4.464e-002
81 9.667 9.134 0.148 0.148 4.078e-002
82 9.833 9.3 0.137 0.137 3.775e-002
83 10.9.467 0.128 0.128 3.527e-002
84 11.10.47 8.4e-002 8.4e-002 2.315e-002
85 12.11.47 5.7e-002 5.7e-002 1.571e-002
86 13.12.47 3.8e-002 3.8e-002 1.047e-002
87 14.13.47 2.5e-002 2.5e-002 6.889e-003
88 15.14.47 1.5e-002 1.5e-002 4.133e-003
89 16.15.47 7.e-003 7.e-003 1.929e-003
90 17.16.47 2.e-003 2.e-003 5.511e-004
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C:\MSP Files\Macon Co LF NC\1101-07 SHR Exp\7 Slug Tests\Final\BLE-29DFH.slg Page 1
Falling Head Slug Test
Site Name:Macon County Landfill
Location:Macon County, NC
Test Date:1-23-15
Client:Macon County
Project Number:J14-1101-07
Import File:C:\Public PC134\Slug tests from Field\Macon County LF\Final\BLE25FH.txt
Well Label:BLE-29D
Aquifer Thickness:32.27 feet
Screen Length:5. feet
Casing Radius:8.333e-002 feet
Effective Radius:0.3021 feet
Static Water Level:0. feet
Water Table to Screen Bottom:32.27 feet
Anisotropy Ratio:1.
Time Adjustment:49.98 Seconds
Test starts with trial 0
There are 72 time and drawdown measurements
Maximum head is 4.445 feet
Minimum head is 0. feet
Trial Time Adjusted Time Drawdown Head Head Ratio
(minutes)(minutes)(feet)(feet)
1 0.833 0.4.445 4.445 1.
2 0.85 1.7e-002 4.26 4.26 0.9584
3 0.867 3.4e-002 4.152 4.152 0.9341
4 0.883 5.e-002 3.053 3.053 0.6868
5 0.9 6.7e-002 3.396 3.396 0.764
6 0.917 8.4e-002 3.597 3.597 0.8092
7 0.933 0.1 3.451 3.451 0.7764
8 0.95 0.117 3.412 3.412 0.7676
9 0.967 0.134 3.432 3.432 0.7721
10 0.983 0.15 3.343 3.343 0.7521
11 1.0.167 3.298 3.298 0.742
12 1.167 0.334 3.156 3.156 0.71
13 1.333 0.5 3.016 3.016 0.6785
14 1.5 0.667 2.891 2.891 0.6504
15 1.667 0.834 2.77 2.77 0.6232
16 1.833 1.2.655 2.655 0.5973
17 2.1.167 2.546 2.546 0.5728
18 2.167 1.334 2.44 2.44 0.5489
19 2.333 1.5 2.342 2.342 0.5269
20 2.5 1.667 2.244 2.244 0.5048
21 2.667 1.834 2.153 2.153 0.4844
22 2.833 2.2.063 2.063 0.4641
23 3.2.167 1.979 1.979 0.4452
24 3.167 2.334 1.897 1.897 0.4268
25 3.333 2.5 1.819 1.819 0.4092
26 3.5 2.667 1.744 1.744 0.3924
27 3.667 2.834 1.673 1.673 0.3764
28 3.833 3.1.604 1.604 0.3609
29 4.3.167 1.54 1.54 0.3465
30 4.167 3.334 1.474 1.474 0.3316
31 4.333 3.5 1.417 1.417 0.3188
32 4.5 3.667 1.357 1.357 0.3053
33 4.667 3.834 1.302 1.302 0.2929
C:\MSP Files\Macon Co LF NC\1101-07 SHR Exp\7 Slug Tests\Final\BLE-29DFH.slg Page 2
34 4.833 4.1.25 1.25 0.2812
35 5.4.167 1.2 1.2 0.27
36 5.167 4.334 1.152 1.152 0.2592
37 5.333 4.5 1.104 1.104 0.2484
38 5.5 4.667 1.06 1.06 0.2385
39 5.667 4.834 1.015 1.015 0.2283
40 5.833 5.0.973 0.973 0.2189
41 6.5.167 0.932 0.932 0.2097
42 6.167 5.334 0.896 0.896 0.2016
43 6.333 5.5 0.859 0.859 0.1933
44 6.5 5.667 0.825 0.825 0.1856
45 6.667 5.834 0.791 0.791 0.178
46 6.833 6.0.761 0.761 0.1712
47 7.6.167 0.729 0.729 0.164
48 7.167 6.334 0.699 0.699 0.1573
49 7.333 6.5 0.672 0.672 0.1512
50 7.5 6.667 0.644 0.644 0.1449
51 7.667 6.834 0.619 0.619 0.1393
52 7.833 7.0.594 0.594 0.1336
53 8.7.167 0.571 0.571 0.1285
54 8.167 7.334 0.546 0.546 0.1228
55 8.333 7.5 0.525 0.525 0.1181
56 8.5 7.667 0.503 0.503 0.1132
57 8.667 7.834 0.482 0.482 0.1084
58 8.833 8.0.459 0.459 0.1033
59 9.8.167 0.441 0.441 9.921e-002
60 9.167 8.334 0.423 0.423 9.516e-002
61 9.333 8.5 0.404 0.404 9.089e-002
62 9.5 8.667 0.386 0.386 8.684e-002
63 9.667 8.834 0.37 0.37 8.324e-002
64 9.833 9.0.356 0.356 8.009e-002
65 10.9.167 0.34 0.34 7.649e-002
66 11.10.17 0.267 0.267 6.007e-002
67 12.11.17 0.208 0.208 4.679e-002
68 13.12.17 0.157 0.157 3.532e-002
69 14.13.17 0.121 0.121 2.722e-002
70 15.14.17 9.1e-002 9.1e-002 2.047e-002
71 16.15.17 6.6e-002 6.6e-002 1.485e-002
72 17.16.17 4.8e-002 4.8e-002 1.08e-002
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C:\MSP Files\Macon Co LF NC\1101-07 SHR Exp\7 Slug Tests\Final\BLE-29SRH.slg Page 1
Rising Head Slug Test
Site Name:Macon County Landfill
Location:Macon County, NC
Test Date:1-23-15
Client:Macon County
Project Number:J14-1101-07
Import File:C:\Public PC134\Slug tests from Field\Macon County LF\Final\BLE29SRH.txt
Well Label:BLE-29S
Aquifer Thickness:8.5 feet
Screen Length:8.5 feet
Casing Radius:8.333e-002 feet
Effective Radius:0.3021 feet
Static Water Level:0. feet
Water Table to Screen Bottom:8.5 feet
Anisotropy Ratio:1.
Time Adjustment:9. Seconds
Test starts with trial 0
There are 116 time and drawdown measurements
Maximum head is 2.473 feet
Minimum head is -4.e-003 feet
Trial Time Adjusted Time Drawdown Head Head Ratio
(minutes)(minutes)(feet)(feet)
1 0.15 0.2.473 2.473 1.
2 0.167 1.7e-002 2.293 2.293 0.9272
3 0.183 3.3e-002 2.107 2.107 0.852
4 0.2 5.e-002 1.931 1.931 0.7808
5 0.217 6.7e-002 1.774 1.774 0.7173
6 0.233 8.3e-002 1.621 1.621 0.6555
7 0.25 0.1 1.479 1.479 0.5981
8 0.267 0.117 1.353 1.353 0.5471
9 0.283 0.133 1.225 1.225 0.4953
10 0.3 0.15 1.116 1.116 0.4513
11 0.317 0.167 1.02 1.02 0.4125
12 0.333 0.183 0.937 0.937 0.3789
13 0.35 0.2 0.873 0.873 0.353
14 0.367 0.217 0.828 0.828 0.3348
15 0.383 0.233 0.791 0.791 0.3199
16 0.4 0.25 0.766 0.766 0.3097
17 0.417 0.267 0.745 0.745 0.3013
18 0.433 0.283 0.729 0.729 0.2948
19 0.45 0.3 0.713 0.713 0.2883
20 0.467 0.317 0.702 0.702 0.2839
21 0.483 0.333 0.691 0.691 0.2794
22 0.5 0.35 0.684 0.684 0.2766
23 0.517 0.367 0.675 0.675 0.2729
24 0.533 0.383 0.668 0.668 0.2701
25 0.55 0.4 0.661 0.661 0.2673
26 0.567 0.417 0.656 0.656 0.2653
27 0.583 0.433 0.649 0.649 0.2624
28 0.6 0.45 0.645 0.645 0.2608
29 0.617 0.467 0.64 0.64 0.2588
30 0.633 0.483 0.636 0.636 0.2572
31 0.65 0.5 0.631 0.631 0.2552
32 0.667 0.517 0.627 0.627 0.2535
33 0.683 0.533 0.622 0.622 0.2515
C:\MSP Files\Macon Co LF NC\1101-07 SHR Exp\7 Slug Tests\Final\BLE-29SRH.slg Page 2
34 0.7 0.55 0.617 0.617 0.2495
35 0.717 0.567 0.615 0.615 0.2487
36 0.733 0.583 0.611 0.611 0.2471
37 0.75 0.6 0.608 0.608 0.2459
38 0.767 0.617 0.601 0.601 0.243
39 0.783 0.633 0.599 0.599 0.2422
40 0.8 0.65 0.597 0.597 0.2414
41 0.817 0.667 0.592 0.592 0.2394
42 0.833 0.683 0.59 0.59 0.2386
43 0.85 0.7 0.588 0.588 0.2378
44 0.867 0.717 0.585 0.585 0.2366
45 0.883 0.733 0.583 0.583 0.2357
46 0.9 0.75 0.579 0.579 0.2341
47 0.917 0.767 0.576 0.576 0.2329
48 0.933 0.783 0.574 0.574 0.2321
49 0.95 0.8 0.572 0.572 0.2313
50 0.967 0.817 0.569 0.569 0.2301
51 0.983 0.833 0.565 0.565 0.2285
52 1.0.85 0.565 0.565 0.2285
53 1.167 1.017 0.542 0.542 0.2192
54 1.333 1.183 0.521 0.521 0.2107
55 1.5 1.35 0.505 0.505 0.2042
56 1.667 1.517 0.489 0.489 0.1977
57 1.833 1.683 0.476 0.476 0.1925
58 2.1.85 0.462 0.462 0.1868
59 2.167 2.017 0.448 0.448 0.1812
60 2.333 2.183 0.437 0.437 0.1767
61 2.5 2.35 0.426 0.426 0.1723
62 2.667 2.517 0.414 0.414 0.1674
63 2.833 2.683 0.403 0.403 0.163
64 3.2.85 0.394 0.394 0.1593
65 3.167 3.017 0.384 0.384 0.1553
66 3.333 3.183 0.375 0.375 0.1516
67 3.5 3.35 0.366 0.366 0.148
68 3.667 3.517 0.359 0.359 0.1452
69 3.833 3.683 0.352 0.352 0.1423
70 4.3.85 0.345 0.345 0.1395
71 4.167 4.017 0.336 0.336 0.1359
72 4.333 4.183 0.329 0.329 0.133
73 4.5 4.35 0.323 0.323 0.1306
74 4.667 4.517 0.316 0.316 0.1278
75 4.833 4.683 0.307 0.307 0.1241
76 5.4.85 0.3 0.3 0.1213
77 5.167 5.017 0.293 0.293 0.1185
78 5.333 5.183 0.286 0.286 0.1156
79 5.5 5.35 0.279 0.279 0.1128
80 5.667 5.517 0.272 0.272 0.11
81 5.833 5.683 0.266 0.266 0.1076
82 6.5.85 0.261 0.261 0.1055
83 6.167 6.017 0.256 0.256 0.1035
84 6.333 6.183 0.252 0.252 0.1019
85 6.5 6.35 0.247 0.247 9.988e-002
86 6.667 6.517 0.243 0.243 9.826e-002
87 6.833 6.683 0.236 0.236 9.543e-002
88 7.6.85 0.231 0.231 9.341e-002
89 7.167 7.017 0.227 0.227 9.179e-002
90 7.333 7.183 0.22 0.22 8.896e-002
C:\MSP Files\Macon Co LF NC\1101-07 SHR Exp\7 Slug Tests\Final\BLE-29SRH.slg Page 3
91 7.5 7.35 0.215 0.215 8.694e-002
92 7.667 7.517 0.211 0.211 8.532e-002
93 7.833 7.683 0.204 0.204 8.249e-002
94 8.7.85 0.199 0.199 8.047e-002
95 8.167 8.017 0.195 0.195 7.885e-002
96 8.333 8.183 0.19 0.19 7.683e-002
97 8.5 8.35 0.186 0.186 7.521e-002
98 8.667 8.517 0.181 0.181 7.319e-002
99 8.833 8.683 0.177 0.177 7.157e-002
100 9.8.85 0.172 0.172 6.955e-002
101 9.167 9.017 0.17 0.17 6.874e-002
102 9.333 9.183 0.165 0.165 6.672e-002
103 9.5 9.35 0.161 0.161 6.51e-002
104 9.667 9.517 0.156 0.156 6.308e-002
105 9.833 9.683 0.154 0.154 6.227e-002
106 10.9.85 0.151 0.151 6.106e-002
107 11.10.85 0.133 0.133 5.378e-002
108 12.11.85 0.11 0.11 4.448e-002
109 13.12.85 9.e-002 9.e-002 3.639e-002
110 14.13.85 7.8e-002 7.8e-002 3.154e-002
111 15.14.85 6.e-002 6.e-002 2.426e-002
112 16.15.85 4.4e-002 4.4e-002 1.779e-002
113 17.16.85 3.7e-002 3.7e-002 1.496e-002
114 18.17.85 1.9e-002 1.9e-002 7.683e-003
115 19.18.85 5.e-003 5.e-003 2.022e-003
116 20.19.85 -4.e-003 -4.e-003 -1.617e-003

APPENDIX F

SOIL LABORATORY TEST PROCEDURES

APPENDIX F

SOIL LABORATORY TEST PROCEDURES

MOISTURE CONTENT AND UNIT WEIGHT

An undisturbed sample is trimmed in the laboratory into a right circular cylinder approximately
three to six inches long. The dimensions and weight of the specimen are determined and the total
unit weight calculated. Moisture contents are determined from representative portions of the
specimen. The soil is dried to a constant weight in an oven at 100 degrees C and the loss of
moisture during the drying process is measured. From this data, the moisture content and dry unit
weight are computed.

ATTERBERG LIMITS

The Atterberg Limits Tests, Liquid Limit (LL), and Plastic Limit (PL), are performed to aid in the
classification of soils and to determine the plasticity and volume change characteristics of the
materials. The Liquid Limit is the minimum moisture content at which a soil will flow as a heavy
viscous fluid. The Plastic Limit is the minimum moisture content at which the solid behaves as a
plastic material. The Plasticity Index (PI) is the numeric difference of Liquid Limit and the Plastic
Limit and indicated the range of moisture content over which a soil remains plastic. These tests are
performed in accordance with ASTM D 4318.

PARTICLE SIZE DISTRIBUTION

The distribution of soils coarser than the No. 200 (75-um) sieve is determined by passing a
representative specimen through a standard set of nested sieves. The weight of material retained on
each sieve is determined and the percentage retained (or passing) is calculated. A specimen may be
washed through only the No. 200 sieve, if the full range of particle sizes is not required. The
percentage of material passing the No. 200 sieve is reported. The distribution of materials finer
than No. 200 sieve is determined by use of the hydrometer. The particle sizes and distribution are
computed from the time rate of settlement of the different size particles while suspended in water.
These tests are performed in accordance with ASTM D 421, D 422, and D 1140.

HYDRAULIC CONDUCTIVITY

The ease with which water flows through a soil is characterized by its hydraulic conductivity. Two
general test methods are employed depending on the soil type.

The Constant Head method is used for coarse-grained materials (sands and gravels). The sample
is confined in permeameter chamber while water is allowed to flow through it from a constant head
level. The quantity of water flowing through the specimen in a given time period is used to
calculate the hydraulic conductivity. See ASTM D 2434 for a complete description of this test.

Fine-grained materials (silts and clays) require the use of a Flexible Wall Permeameter. The
sample is prepared in a similar manner as in the triaxial compression test. It is encased in a rubber
membrane and place inside a permeameter chamber. The specimen is back-pressure saturated and
allowed to consolidate under a specified effective stress. Water is then forced through the
specimen under a controlled hydraulic gradient. The quantity of water flowing into the sample in a

given time period is used to calculate the hydraulic conductivity. This test is performed in general
accordance with ASTM D 5084.

APPENDIX G

SOIL LABORATORY TEST RESULTS
BLEINC.
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
PROJECT:TESTED BY:JOHN MATHEW
PROJECT NO.:CHECKED BY:PAUL YARBER
DATE RECEIVED:
SAMPLE NO.SAMPLE LOCATION:25.0-26.0'
TYPE SAMPLE DESCRIPTION:BROWN SILTY FI.-CO. SAND w/gravel
SAMPLE DIMENSIONS AND PROPERTIES
ITEM INITIAL FINAL
inches centimeters inches centimeters
Sample Length 5.408 5.431
Sample Diameter 7.234 7.170
Length/Diameter Ratio 0.75
Moisture Content (%)WW=162.7 DW=141.3 15.1 WW=124.6 DW=100.3 24.2
Sample Wet Weight (grams)
Wet Density (pcf)110.4 119.2
Dry Density (pcf)95.9 95.9
Saturation (%)TESTED SG=2.735 53 85
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
FALLING HEAD TEST
Confining Pressure (psi)79.4 Influent Pressure (psi)60.2 Effluent Pressure (psi)60.0 B-Value 0.95
Date Clock Time Elapsed Pipet Readings Head Temp Gradient K Temp K20°C
Time Initial Final Initial Final
Start End seconds in out in out cm cm ºC (cm/sec)Correction (cm/sec)
2:50:50 2:51:09 19 1.0 23.0 3.0 21.0 40.092 35.361 21.8 7 3.8E-04 0.958 3.6E-04
2:51:09 2:51:31 22 3.0 21.0 5.0 19.0 35.361 30.629 21.8 7 3.7E-04 0.958 3.6E-04
2:51:31 2:51:57 26 5.0 19.0 7.0 17.0 30.629 25.897 21.8 7 3.7E-04 0.958 3.5E-04
2:51:57 2:52:28 31 7.0 17.0 9.0 15.0 25.897 21.166 21.8 7 3.7E-04 0.958 3.5E-04
Pipet Length, cm 28.390 28.390
Pipet Volume, cc 24 24
Cross-sectional Area of
Pipet, cm2 0.8454 0.8454
HYDRAULIC CONDUCTIVITY (K20°C)3.6E-04 cm/sec
MACON COUNTY NC MSWLF
EXP. PHS. 3 DHR & SHR, DALTON & BURLING
J16-1101-07
1-13-16
BLE-23
UNDISTURBED
1-15-16
1-15-16
1-15-16
1-15-16
2.129 2.138
2.848 2.823
393.1 418.6
BLEINC.
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
PROJECT:TESTED BY:JOHN MATHEW
PROJECT NO.:CHECKED BY:PAUL YARBER
DATE RECEIVED:
SAMPLE NO.SAMPLE LOCATION:1.0-3.0'
TYPE SAMPLE DESCRIPTION:BROWN FI.-MED. SANDY CLAY
SAMPLE DIMENSIONS AND PROPERTIES
ITEM INITIAL FINAL
inches centimeters inches centimeters
Sample Length 7.508 7.432
Sample Diameter 7.201 7.186
Length/Diameter Ratio 1.04
Moisture Content (%)WW=180.2 DW=160.0 12.6 WW=176.1 DW=151.0 16.6
Sample Wet Weight (grams)
Wet Density (pcf)128.8 134.8
Dry Density (pcf)114.3 115.6
Saturation (%)TESTED SG=2.745 70 95
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
FALLING HEAD TEST
Confining Pressure (psi)70.2 Influent Pressure (psi)60.2 Effluent Pressure (psi)60.0 B-Value 0.96
Date Clock Time Elapsed Pipet Readings Head Temp Gradient K Temp K20°C
Time Initial Final Initial Final
Start End seconds in out in out cm cm ºC (cm/sec)Correction (cm/sec)
2:00:10 2:04:47 277 1.0 23.0 2.0 22.0 40.092 37.726 21.8 5 1.7E-05 0.958 1.6E-05
2:04:47 2:09:49 302 2.0 22.0 3.0 21.0 37.726 35.361 21.8 5 1.7E-05 0.958 1.6E-05
2:09:49 2:15:10 321 3.0 21.0 4.0 20.0 35.361 32.995 21.8 5 1.7E-05 0.958 1.6E-05
2:15:10 2:21:08 358 4.0 20.0 5.0 19.0 32.995 30.629 21.8 5 1.6E-05 0.958 1.5E-05
Pipet Length, cm 28.390 28.390
Pipet Volume, cc 24 24
Cross-sectional Area of
Pipet, cm2 0.8454 0.8454
HYDRAULIC CONDUCTIVITY (K20°C)1.6E-05 cm/sec
MACON COUNTY NC MSWLF
EXP. PHS. 3 DHR & SHR, DALTON & BURLING
J16-1101-07
1-13-16
BLE-25
UNDISTURBED
1-15-16
1-15-16
1-15-16
1-15-16
2.956 2.926
2.835 2.829
630.7 651.0
BLEINC.
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
PROJECT:TESTED BY:JOHN MATHEW
PROJECT NO.:CHECKED BY:PAUL YARBER
DATE RECEIVED:
SAMPLE NO.SAMPLE LOCATION:33.0-35.0'
TYPE SAMPLE DESCRIPTION:LIGHT GREY & BROWN SILTY FI.-MED. SAND
SAMPLE DIMENSIONS AND PROPERTIES
ITEM INITIAL FINAL
inches centimeters inches centimeters
Sample Length 7.358 7.290
Sample Diameter 7.308 7.310
Length/Diameter Ratio 1.01
Moisture Content (%)WW=191.9 DW=159.5 20.3 WW=194.3 DW=150.4 29.2
Sample Wet Weight (grams)
Wet Density (pcf)111.2 117.8
Dry Density (pcf)92.4 91.2
Saturation (%)TESTED SG=2.725 66 92
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
FALLING HEAD TEST
Confining Pressure (psi)85.6 Influent Pressure (psi)60.2 Effluent Pressure (psi)60.0 B-Value 0.95
Date Clock Time Elapsed Pipet Readings Head Temp Gradient K Temp K20°C
Time Initial Final Initial Final
Start End seconds in out in out cm cm ºC (cm/sec)Correction (cm/sec)
1:14:20 1:16:00 100 1.0 23.0 3.0 21.0 40.092 35.361 21.4 5 9.2E-05 0.967 8.9E-05
1:16:00 1:17:54 114 3.0 21.0 5.0 19.0 35.361 30.629 21.4 5 9.3E-05 0.967 8.9E-05
1:17:54 1:20:07 133 5.0 19.0 7.0 17.0 30.629 25.897 21.4 5 9.3E-05 0.967 9.0E-05
1:20:07 1:22:48 161 7.0 17.0 9.0 15.0 25.897 21.166 21.4 5 9.2E-05 0.967 8.9E-05
Pipet Length, cm 28.390 28.390
Pipet Volume, cc 24 24
Cross-sectional Area of
Pipet, cm2 0.8454 0.8454
HYDRAULIC CONDUCTIVITY (K20°C)8.9E-05 cm/sec
MACON COUNTY NC MSWLF
EXP. PHS. 3 DHR & SHR, DALTON & BURLING
J16-1101-07
1-13-16
BLE-25
UNDISTURBED
1-18-16
1-18-16
1-18-16
1-18-16
2.897 2.870
2.877 2.878
549.5 577.5
BLEINC.
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
PROJECT:TESTED BY:JOHN MATHEW
PROJECT NO.:CHECKED BY:PAUL YARBER
DATE RECEIVED:
SAMPLE NO.SAMPLE LOCATION:10.0-12.0'
TYPE SAMPLE DESCRIPTION:BROWN SILTY FI.-MED. SAND
SAMPLE DIMENSIONS AND PROPERTIES
ITEM INITIAL FINAL
inches centimeters inches centimeters
Sample Length 7.554 7.582
Sample Diameter 7.242 7.229
Length/Diameter Ratio 1.04
Moisture Content (%)WW=172.2 DW=155.6 10.7 WW=123.2 DW=91.6 34.5
Sample Wet Weight (grams)
Wet Density (pcf)96.1 114.1
Dry Density (pcf)86.8 84.8
Saturation (%)TESTED SG=2.735 30 93
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
FALLING HEAD TEST
Confining Pressure (psi)70.2 Influent Pressure (psi)60.2 Effluent Pressure (psi)60.0 B-Value 0.95
Date Clock Time Elapsed Pipet Readings Head Temp Gradient K Temp K20°C
Time Initial Final Initial Final
Start End seconds in out in out cm cm ºC (cm/sec)Correction (cm/sec)
2:32:00 2:32:16 16 1.0 23.0 3.0 21.0 40.092 35.361 21.4 5 6.1E-04 0.967 5.9E-04
2:32:16 2:32:34 18 3.0 21.0 5.0 19.0 35.361 30.629 21.4 5 6.2E-04 0.967 6.0E-04
2:32:34 2:32:55 21 5.0 19.0 7.0 17.0 30.629 25.897 21.4 5 6.2E-04 0.967 6.0E-04
2:32:55 2:33:20 25 7.0 17.0 9.0 15.0 25.897 21.166 21.4 5 6.3E-04 0.967 6.1E-04
Pipet Length, cm 28.390 28.390
Pipet Volume, cc 24 24
Cross-sectional Area of
Pipet, cm2 0.8454 0.8454
HYDRAULIC CONDUCTIVITY (K20°C)6.0E-04 cm/sec
MACON COUNTY NC MSWLF
EXP. PHS. 3 DHR & SHR, DALTON & BURLING
J16-1101-07
1-13-16
BLE-29
UNDISTURBED
1-18-16
1-18-16
1-18-16
1-18-16
2.974 2.985
2.851 2.846
478.9 568.8
BLEINC.
HYDRAULIC CONDUCTIVITY TEST REPORT
CONSTANT VOLUME APPARATUS (ASTM D 5084)
PROJECT:TESTED BY:JOHN MATHEW
PROJECT NO.:CHECKED BY:PAUL YARBER
DATE RECEIVED:
SAMPLE NO.SAMPLE LOCATION:28.0-30.0'
TYPE SAMPLE DESCRIPTION:GREY, WHITE & BROWN SILTY FI.-MED. SAND
SAMPLE DIMENSIONS AND PROPERTIES
ITEM INITIAL FINAL
inches centimeters inches centimeters
Sample Length 7.518 7.529
Sample Diameter 7.262 7.320
Length/Diameter Ratio 1.04
Moisture Content (%)WW=164.9 DW=138.5 19.1 WW=283.3 DW=223.8 26.6
Sample Wet Weight (grams)
Wet Density (pcf)120.9 123.3
Dry Density (pcf)101.6 97.4
Saturation (%)TESTED SG=2.745 76 96
HYDRAULIC CONDUCTIVITY TESTING MEASUREMENT
FALLING HEAD TEST
Confining Pressure (psi)80.9 Influent Pressure (psi)60.2 Effluent Pressure (psi)60.0 B-Value 0.95
Date Clock Time Elapsed Pipet Readings Head Temp Gradient K Temp K20°C
Time Initial Final Initial Final
Start End seconds in out in out cm cm ºC (cm/sec)Correction (cm/sec)
1:54:10 1:55:56 106 1.0 23.0 2.0 22.0 40.092 37.726 21.4 5 4.3E-05 0.967 4.2E-05
1:55:56 1:57:51 115 2.0 22.0 3.0 21.0 37.726 35.361 21.4 5 4.3E-05 0.967 4.1E-05
1:57:51 1:59:54 123 3.0 21.0 4.0 20.0 35.361 32.995 21.4 5 4.3E-05 0.967 4.1E-05
1:59:54 2:02:08 134 4.0 20.0 5.0 19.0 32.995 30.629 21.4 5 4.2E-05 0.967 4.1E-05
Pipet Length, cm 28.390 28.390
Pipet Volume, cc 24 24
Cross-sectional Area of
Pipet, cm2 0.8454 0.8454
HYDRAULIC CONDUCTIVITY (K20°C)4.1E-05 cm/sec
MACON COUNTY NC MSWLF
EXP. PHS. 3 DHR & SHR, DALTON & BURLING
J16-1101-07
1-13-16
BLE-29
UNDISTURBED
1-18-16
1-18-16
1-18-16
1-18-16
2.960 2.964
2.859 2.882
603.3 625.7
Bunnell Lammons Engineering, Inc.
Greenville, SC
Client:
Project:
Project No.:Figure
Macon County - Chris Stahl
Macon Co., NC MSWLF
Exp. Phase 3 DHR & SHR, Dalton & Burling
J16-1101-07
SYMBOL SOURCE SAMPLE DEPTH Material Description USCSNO.(ft.)
SOIL DATA
PE
R
C
E
N
T

F
I
N
E
R
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE -mm
0.0010.010.1110100
% +3"Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 0.6 0.3 10.9 42.8 40.7 4.7
0.0 14.6 9.0 3.0 13.1 34.5 22.9 2.9
0.0 0.0 14.0 4.1 14.6 38.1 23.5 5.7
0.0 0.0 0.0 0.0 18.8 29.0 32.1 20.1
0.0 0.0 0.0 2.1 9.4 21.3 19.5 47.7
6 i
n
.
3 i
n
.
2 i
n
.
1 ½ i
n
.
1 i
n
.
¾ in
.
½ in
.
3/8

i
n
.
#4 #1
0
#2
0
#3
0
#4
0
#6
0
#1
0
0
#1
4
0
#2
0
0
Particle Size Distribution Report
Boring BLE-23 18.5-20.0 Brown silty fi.-med. SAND SM
Boring BLE-23 25.0-26.0 Brown silty fi.-co. SAND w/gravel SM
Boring BLE-24 8.5-10.0 Light grey silty fi.-co. SAND w/gravel SM
Boring BLE-25 1.0-3.0 Brown fi.-med. sandy CLAY CL
Boring BLE-25 6.0-7.5 Reddish brown fi.-med. sandy elastic SILT MH
Bunnell Lammons Engineering, Inc.
Greenville, SC
Client:
Project:
Project No.:Figure
Macon County - Chris Stahl
Macon Co., NC MSWLF
Exp. Phase 3 DHR & SHR, Dalton & Burling
J16-1101-07
SYMBOL SOURCE SAMPLE DEPTH Material Description USCSNO.(ft.)
SOIL DATA
PE
R
C
E
N
T

F
I
N
E
R
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE -mm
0.0010.010.1110100
% +3"Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 0.5 1.5 14.5 58.4 24.4 0.7
0.0 0.0 1.3 0.3 15.1 41.2 38.6 3.5
0.0 0.0 0.0 0.0 11.4 59.4 28.5 0.7
0.0 0.0 0.0 0.0 6.8 17.4 57.8 18.0
0.0 0.0 0.0 0.0 20.4 54.2 24.7 0.7
6 i
n
.
3 i
n
.
2 i
n
.
1 ½ i
n
.
1 i
n
.
¾ in
.
½ in
.
3/8

i
n
.
#4 #1
0
#2
0
#3
0
#4
0
#6
0
#1
0
0
#1
4
0
#2
0
0
Particle Size Distribution Report
Boring BLE-25 33.0-35.0 Light grey & brown silty fi.-med. SAND SM
Boring BLE-25 68.5-70.0 Grey, white & brown silty fi.-med. SAND SM
Boring BLE-28 58.5-60.0 Grey silty fi.-med. SAND SM
Boring BLE-29 0.0-2.5 Brown fi. sandy elastic SILT MH
Boring BLE-29 10.0-12.0 Brown silty fi.-med. SAND SM
Bunnell Lammons Engineering, Inc.
Greenville, SC
Client:
Project:
Project No.:Figure
Macon County - Chris Stahl
Macon Co., NC MSWLF
Exp. Phase 3 DHR & SHR, Dalton & Burling
J16-1101-07
SYMBOL SOURCE SAMPLE DEPTH Material Description USCSNO.(ft.)
SOIL DATA
PE
R
C
E
N
T

F
I
N
E
R
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE -mm
0.0010.010.1110100
% +3"Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 0.4 0.8 18.8 46.6 30.5 2.9
6 i
n
.
3 i
n
.
2 i
n
.
1 ½ i
n
.
1 i
n
.
¾ in
.
½ in
.
3/8

i
n
.
#4 #1
0
#2
0
#3
0
#4
0
#6
0
#1
0
0
#1
4
0
#2
0
0
Particle Size Distribution Report
Boring BLE-29 28.0-30.0 Grey, white & brown silty fi.-med. SAND SM
Bunnell Lammons Engineering, Inc.
Greenville, SC
Client:
Project:
Project No.:Figure
Macon County - Chris Stahl
Macon Co., NC MSWLF
Exp. Phase 3 DHR & SHR, Dalton & Burling
J16-1101-07
SYMBOL SOURCE
NATURAL
USCSSAMPLEDEPTHWATERPLASTICLIQUIDPLASTICITY
NO.CONTENT LIMIT LIMIT INDEX
(%)(%)(%)(%)
SOIL DATA
PL
A
S
T
I
C
I
T
Y

I
N
D
E
X
0
10
20
30
40
50
60
LIQUID LIMIT
0 10 20 30 40 50 60 70 80 90 100 110
CL-ML
CL o
r

O
L
CH
o
r

O
H
ML or OL MH or OH
Dashed line indicates the approximate
upper limit boundary for natural soils
47
LIQUID AND PLASTIC LIMITS TEST REPORT
Boring BLE-23 18.5-20.0 30 33 3 SM
Boring BLE-23 25.0-26.0 15.1 28 30 2 SM
Boring BLE-24 8.5-10.0 NP 31 NP SM
Boring BLE-25 1.0-3.0 12.6 17 25 8 CL
Boring BLE-25 6.0-7.5 37 64 27 MH
Bunnell Lammons Engineering, Inc.
Greenville, SC
Client:
Project:
Project No.:Figure
Macon County - Chris Stahl
Macon Co., NC MSWLF
Exp. Phase 3 DHR & SHR, Dalton & Burling
J16-1101-07
SYMBOL SOURCE
NATURAL
USCSSAMPLEDEPTHWATERPLASTICLIQUIDPLASTICITY
NO.CONTENT LIMIT LIMIT INDEX
(%)(%)(%)(%)
SOIL DATA
PL
A
S
T
I
C
I
T
Y

I
N
D
E
X
0
10
20
30
40
50
60
LIQUID LIMIT
0 10 20 30 40 50 60 70 80 90 100 110
CL-ML
CL o
r

O
L
CH
o
r

O
H
ML or OL MH or OH
Dashed line indicates the approximate
upper limit boundary for natural soils
47
LIQUID AND PLASTIC LIMITS TEST REPORT
Boring BLE-25 33.0-35.0 20.3 32 37 5 SM
Boring BLE-25 68.5-70.0 29 33 4 SM
Boring BLE-28 58.5-60.0 28 29 1 SM
Boring BLE-29 0.0-2.5 48 64 16 MH
Boring BLE-29 10.0-12.0 10.7 39 42 3 SM
Bunnell Lammons Engineering, Inc.
Greenville, SC
Client:
Project:
Project No.:Figure
Macon County - Chris Stahl
Macon Co., NC MSWLF
Exp. Phase 3 DHR & SHR, Dalton & Burling
J16-1101-07
SYMBOL SOURCE
NATURAL
USCSSAMPLEDEPTHWATERPLASTICLIQUIDPLASTICITY
NO.CONTENT LIMIT LIMIT INDEX
(%)(%)(%)(%)
SOIL DATA
PL
A
S
T
I
C
I
T
Y

I
N
D
E
X
0
10
20
30
40
50
60
LIQUID LIMIT
0 10 20 30 40 50 60 70 80 90 100 110
CL-ML
CL o
r

O
L
CH
o
r

O
H
ML or OL MH or OH
Dashed line indicates the approximate
upper limit boundary for natural soils
47
LIQUID AND PLASTIC LIMITS TEST REPORT
Boring BLE-29 28.0-30.0 19.1 38 42 4 SM

APPENDIX H

FRACTURE TRACE ANALYSIS DATA
ROSE DIAGRAM OF FRACTURE TRACE AND LINEAMENT TRENDS
Percentage Expressed as Length of Fracture Traces/Lineaments
Data Collected within 1.5-Mile Radius of the Macon County MSW Landfill
Franklin, NC
BLE Job Number J14-1101-07
1101-07 Macon Co LF FTA.xls
Rose Diagram (Lineament Length)
0.0%
2.0%
4.0%
6.0%
8.0%
10.0%
12.0%
NORTH
WEST EAST
SOUTH
N = 50
N31-70W
N11-50E
ROSE DIAGRAM OF FRACTURE TRACE AND LINEAMENT TRENDS
Percentage Expressed as Number of Fracture Traces/Lineaments
Data Collected within 1.5-Mile Radius of the Macon County MSW Landfill
Franklin, NC
BLE Job Number J14-1101-07
1101-07 Macon Co LF FTA.xls
Rose Diagram (Lineament Trends)
0.0%
1.0%
2.0%
3.0%
4.0%
5.0%
6.0%
7.0%
8.0%
9.0%
10.0%
NORTH
WEST EAST
SOUTH
N = 50
N31-70W N11-50E

APPENDIX I

RESOURCES EVALUATION WITHIN 2 MILES
2-mile Water Resources Evaluation
Locations determined from maps on the DENR website: (NC Source Water Assessment Program
(NCSWAP), and PWS Sources overlay on Google Earth). Both provided by Buddy Melton in the
NCDENR Public Water Supply Section.
1. Community; Riverbend Estates; PWID# 0157108, Well #3: PID# 6596216011, 6596216048.
2. Community; Riverbend Estates; PWID# 0157108, Well #2: PID# 6596312733.
3. Community; Riverbend Estates; PWID# 0157108, Well #4: PID# 6596312733.
Per Buddy Melton with NCDENR PWS Section, this system (1,2,3) has converted to a Purchased
Water System. Water is now supplied via the Town of Franklin Public Water Supply system.
Wells are no longer utilized.
4. Community System; Swiss Colony POA; PWID#0157113: PID# 6586809506:
Not on NCSWAP Map.
This system has been abandoned and connected to Town of Franklin Public Water Supply.
5. Transient, Non-Community; Windy Gap Baptist Church; PWID# 0157004: PID# 6585576349.
6. Transient, Non-Community; Franklin Ford Motor Co.; PWID# 0157564: PID# 6596711848.
7. Transient, Non-Community; Ridgecrest Baptist Church; PWID# 0157413: PID# 7506041496.
8. Transient, Non-Community; Mi Mountain Campground; PWID# 0157478: PID# 7506130279.
9. Community, The Gardens at Catcreek; PWID# No ID on System; Well #1: PID# 7505226603.
10. Community; The Gardens at Catcreek; PWID# No ID on System; Well #2: PID# 7505226495.
Numbers 9 & 10 are wells in a subdivision that was started over 10-years ago, but has never been
developed. These wells have never been put into service for the Community System. There is a
Lodge (B&B Facility) on the property that is in use. Water source for Lodge unknown.
11. Community ?, Hollyview Road and Water Assoc.; PWID# 0157121: PID# 7505088829.
Not on NCSWAP Map.

The remaining entries are believed to be outside of the search area, but are included until final 2-
mile map excludes them.

12. Transient, Non-Community; The Great Outdoors RV Park; PWID# No ID on System;
PID# 7506292123, 7506284606.
13. Transient, Non-Community; Watauga Baptist Church; PWID# 0157475: PID# 7506470225.
14. Transient, Non-Community; Hi Land Mobile Home Park; PWID# 0157527: PID# 7504068846.
15. Transient, Non-Community; Macon County Airport; PWID# 0157515: PID# 6576948822.
16. Non-Transient, Non-Community; Iotla Elementary School; PWID# 0157420: PID# 6586361626.
17. Transient, Non-Community; Rose Creek Mine and Campground; PWID# 0157544: PID#
6587500102.
18. Transient, Non-Community; Iotla Baptist Church; PWID# 0157521: PID# 6586074932.

PWS ID Lat Long
1057004 35.201439°-83.401425°PWS_ID = 0157004
EPA_SRC_ID = 76
OWN_LOC_CO = WO1
SRC_TYPE = G
SRC_NAME = WELL #1
YIELD_GPM = 20
DEPTH = 0
SYSTEM_NAM = WINDY GAP BAPTIST CHURCH
LOC_CITY = FRANKLIN
PWSTypeDes = Serves 25+ people at least 60 days per year. ex. restaurants, churches, DOT rest areas.
PWSTypeNam = Transient Non-Community
0157108 35.214570°-83.376717°PWS_ID = 0157108
EPA_SRC_ID = 81
OWN_LOC_CO = W02
SRC_TYPE = G
SRC_NAME = WELL #2
YIELD_GPM = 8
DEPTH = 540
SYSTEM_NAM = RIVERBEND ESTATES
LOC_CITY = FRANKLIN
PWSTypeDes = Serves 15+ connections or regularly serves 25+ year-round residents. ex. cities, towns, subdivisions.
PWSTypeNam = Community
0157108 35.212378°-83.378343°PWS_ID = 0157108
EPA_SRC_ID = 82
OWN_LOC_CO = W03
SRC_TYPE = G
SRC_NAME = WELL #3
YIELD_GPM = 28
DEPTH = 345
SYSTEM_NAM = RIVERBEND ESTATES
LOC_CITY = FRANKLIN
PWSTypeDes = Serves 15+ connections or regularly serves 25+ year-round residents. ex. cities, towns, subdivisions.
PWSTypeNam = Community
0157108 35.214578°-83.376372°PWS_ID = 0157108
EPA_SRC_ID = 83
OWN_LOC_CO = W04
SRC_TYPE = G
SRC_NAME = WELL #4
YIELD_GPM = 22
DEPTH = 410
SYSTEM_NAM = RIVERBEND ESTATES
LOC_CITY = FRANKLIN
PWSTypeDes = Serves 15+ connections or regularly serves 25+ year-round residents. ex. cities, towns, subdivisions.
PWSTypeNam = Community
0157113 35.210481°-83.390805°PWS_ID = 0157113
EPA_SRC_ID = 87
OWN_LOC_CO = W01
SRC_TYPE = G
SRC_NAME = WELL #1
YIELD_GPM = 7
DEPTH = 0
SYSTEM_NAM = SWISS COLONY POA
LOC_CITY = FRANKLIN
PWSTypeDes = Serves 15+ connections or regularly serves 25+ year-round residents. ex. cities, towns, subdivisions.
PWSTypeNam = Community
0157121 35.207376°-83.350671°PWS_ID = 0157121
EPA_SRC_ID = 91
OWN_LOC_CO = W01
SRC_TYPE = G
SRC_NAME = WELL #1
YIELD_GPM = 8
DEPTH = 220
SYSTEM_NAM = HOLLYVIEW S/D
LOC_CITY = FRANKLIN
PWSTypeDes = Serves 15+ connections or regularly serves 25+ year-round residents. ex. cities, towns, subdivisions.
PWSTypeNam = Community
0157413 35.222274°-83.355468°PWS_ID = 0157413
EPA_SRC_ID = 28
OWN_LOC_CO = W01
SRC_TYPE = G
SRC_NAME = WELL #1
YIELD_GPM = 50
DEPTH = 0
SYSTEM_NAM = RIDGECREST BAPTIST CHURCH
LOC_CITY = FRANKLIN
PWSTypeDes = Serves 25+ people at least 60 days per year. ex. restaurants, churches, DOT rest areas.
PWSTypeNam = Transient Non-Community
0157478 35.220147°-83.349306°PWS_ID = 0157478
EPA_SRC_ID = 58
OWN_LOC_CO = W01
SRC_TYPE = G
SRC_NAME = WELL #1
YIELD_GPM = 180
DEPTH = 0
SYSTEM_NAM = MI MOUNTAIN CAMPGROUND
LOC_CITY = FRANKLIN
PWSTypeDes = Serves 25+ people at least 60 days per year. ex. restaurants, churches, DOT rest areas.
PWSTypeNam = Transient Non-Community
0157564 35.214256°-83.363714°PWS_ID = 0157564
EPA_SRC_ID = 20
OWN_LOC_CO = W01
SRC_TYPE = G
SRC_NAME = WELL #1
YIELD_GPM = 50
DEPTH = 300
SYSTEM_NAM = FRANKLIN FORD INC.
LOC_CITY = FRANKLIN
PWSTypeDes = Serves 25+ people at least 60 days per year. ex. restaurants, churches, DOT rest areas.
PWSTypeNam = Transient Non-Community

APPENDIX J

PARCEL INFORMATION WITHIN 2000 FEET
S
Y
L
V
A

R
D
E M A I N S T
L A K E E M O R Y R D
R
I
V
E
R
V
I
E
W

S
T
DEPOT ST
R I V E R B E N D R D
L A K E S I D E D R
LYLE ST
S L O A N S T
HARRISON AVE
I O T L A S T
F I R S T S T
A R T H U R D R A K E R D
B E A L E D R
N E M A I N S T
H
O
F
F
M
A
N

L
N
P
A
N
N
E
L
L

L
N
B
R
Y
S
O
N CIT
Y R
D
J A Y L N
L
A
K
E
S
H
O
R
E

D
R
J I M B E R R Y R D
S H A D Y L N
W A T A U G A S T
R I D G E R D
S I E R R A D R
CLYDE ST
U N D E R B U R G L NRIVERMIST L N
B A L D W I N L N
S E C O N D S T
L O V E S T T H I R D S T
H U R S T C I R
Z U R I C H C I R
RADIO HILL RD
K N O B H I L L R D
VINE DR
R O X I E L N
WHITE OAK ST
N O R T H S H O R E D R
B I D W E L L S T
H
I
G
H
L
A
N
D
S

R
D
H
URST R
D
CRISP ST
S P R I N K L E R D
H U N N I C U T L N
4 W
H
E
EL D
R
D E N N I S L N
P
E
R
R
Y

S
T
K L N
P I N E C R E S T L N
C H E R R Y S T
N
E
T
T
I
E

H
U
R
S
T

R
D
H I C K O R Y K N O B R D
B
O
W
L
I
N
G

L
N
OLD CAT CREEK RD
M A S H B U R N S T
T
R
A
V
I
S

T
R
L
J A M E S R D
F
L
O
O
D S
T
L
A
K
E
VIE
W
D
R
FOX FIRE ST
K I N G W O O D C I R
DORAUL ST
N P &L L O O P
O V E R D R
MEDICAL PARK DR
W A Y A H D R
R O L L I N G H I L L S D R
C U R T I S S T
W O O D L A N D H I L L S D R
G E N E V A C I R
PI
N
E
L
N
GREENB
RIER ST
D E L I A D R
S
A
N
W
O
O
D

D
R
TULIP LN
S P R I N G R D
L A M P L I G H T E R S T
H E L E N L N
N U T H O U S E D R
H O P E S H L
LAW LN
R O B I N H O O D L N
S T A N L E Y D R
GILCREST LN
M
C
D
A
N
I
E
L

D
R
T R A C E S P L
S Y L V A R D
.500 0 500250Feet
1 inch = 1,250 feet
Legend
Proposed Landfill
StreetCenterLine
2000ft Buffer
2000ft Buffer from proposed Landfill.
PROP_ADDR Number Street PIN UTILITIES PROP_DESC ZONE_DESC NBR_BLDGS ACREAGE OWNER_NAME OWNER_ADDR OWNER_AD_1 CSZ
0 BRYSON CITY RD 0 BRYSON CITY RD 6585859947 ELECTRIC OFF HWY 28 & RD 1323 RESIDENTIAL 0 3.92 DOWNS, MELONIE C 811 PATTON RD FRANKLIN NC 28734
1487 BRYSON CITY RD 1487 BRYSON CITY RD 6585869219 ELECTRIC,WATER,SEPTIC VILLAGE TRADER CONVENIENCE STORE RESIDENTIAL 5 1.21 KHANS OF FRANKLIN INC 580 EAST MAIN STREET FRANKLIN NC 28734 Per Town of Franklin
8 BALDWIN LN 8 BALDWIN LN 6585878670 ELECTRIC,WATER,SEPTIC BRYSON CITY RD RESIDENTIAL 3 18.72 HUBBELL, CLARENCE H.205 LOVEDALE RD SYLVA NC 28779
0 WOODLAND HILLS DR 0 WOODLAND HILLS DR 6585946816 ELECTRIC,PUB WATER,PUB SEWEROFF RIVERVIEW ST RESIDENTIAL 0 2.07 EVERETT, LESLIE T JR 7265 SEASHELL LN SW UNIT 501 OCEAN ISLE NC 28469
1307 BRYSON CITY RD 1307 BRYSON CITY RD 6585953422 ELECTRIC,PUB WATER,PUB SEWERON HWY 28 RESIDENTIAL 1 10.82 ARVEY, LOUISE M PO BOX 1766 STOCKBRIDGE GA 30281 Per Town of Franklin
1170 RIVERVIEW ST 1170 RIVERVIEW ST 6585955191 ELECTRIC,PUB WATER,PUB SEWERRIVERVIEW ST RESIDENTIAL 2 1.73 ZEHNTNER, MARY JOE TRUSTEE P O BOX 613 LABELLE FL 33979 Per Town of Franklin
0 RIVERVIEW ST 0 RIVERVIEW ST 6585957537 ELECTRIC,PUB WATER,PUB SEWERSEWER PUMP STATION RIVERVIEW ST EXEMPT 0 1.46 TOWN OF FRANKLIN GEN DEL FRANKLIN NC 28734 T of Franklin sewer lift station
1315&1319 RIVERVIEW ST 1315&1319 RIVERVIEW ST 6585959626 ELECTRIC,WATER,SEPTIC ON RD 1323 RESIDENTIAL 3 2.37 CARPENTER, MICHAEL DWAYNE 1319 RIVERVIEW ST FRANKLIN NC 28734-2534
1402 RIVERVIEW ST 1402 RIVERVIEW ST 6585961162 ELECTRIC,WATER,SEPTIC RD 1323 RESIDENTIAL 1 1.22 TALLENT, THEODORE 365 ALLISON WATTS RD FRANKLIN NC 28734
7 BALDWIN LN 7 BALDWIN LN 6585961685 ELECTRIC,WATER,SEPTIC HWY 28 RESIDENTIAL 4 3.44 KINSLAND, NORA JEAN BALDWIN 302 HURST CIRCLE FRANKLIN NC 28734
1350 RIVERVIEW ST 1350 RIVERVIEW ST 6585963060 ELECTRIC ON RD 1323 RESIDENTIAL 0 0.05 CONNER, CATHY S 2179 RUBY MINE RD FRANKLIN NC 28734
1501 RIVERVIEW ST 1501 RIVERVIEW ST 6585963375 ELECTRIC,WATER,SEPTIC BRYSON CITY ROAD RESIDENTIAL 4 5.47 WEST, NORMAN 1449 RIVERVIEW ST FRANKLIN NC 28734
1331 RIVERVIEW ST 1331 RIVERVIEW ST 6585967626 ELECTRIC,WATER,SEPTIC OFF RD 1323 RESIDENTIAL 2 4.12 WEST, MARK & DALE 1331 RIVERVIEW ST FRANKLIN NC 28734
1335 RIVERVIEW ST 1335 RIVERVIEW ST 6585969948 ELECTRIC,WATER,SEPTIC OFF RD 1323 RESIDENTIAL 3 2.82 WALDROOP, JOHN & CAROL 1335 RIVERVIEW ST FRANKLIN NC 28734
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12 LAW LN 12 LAW LN 6595096451 ELECTRIC,WATER,SEPTIC LOT 49 DRAKE TRACE RESIDENTIAL 1 0.88 GEORGE LLC 464 W PALMER ST FRANKLIN NC 28734
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426 HOFFMAN LN 426 HOFFMAN LN 6595294602 ELECTRIC,WATER,SEPTIC LOT 1 LAKE EMORY SUB RESIDENTIAL 2 0.46 MAXSON, RONNIE PAUL 426 HOFFMAN LANE FRANKLIN NC 28734 Riverbend Purchased Water System
0 HOFFMAN LN 0 HOFFMAN LN 6595295603 ELECTRIC UNNUMBERED PARCEL RESIDENTIAL 0 0.28 HOFFMAN, HAROLD D TR HELENE HOFFMAN 8271 NW 168TH LN FANNING SPRINGS FL 32693-7556
95 JOHNSON WAY 95 JOHNSON WAY 6595296602 ELECTRIC,WATER,SEPTIC OFF 1461 - LOT 10F BLK A RIVERBD RESIDENTIAL 1 0.45 MURRAY, RONALD G 2104 N E 62ND ST FT LAUDERDALE FL 33308 Riverbend Purchased Water System
0 JOHNSON WAY 0 JOHNSON WAY 6595296744 ELECTRIC LOT 10E BLK A RIVERBEND RESIDENTIAL 0 0.34 MURRAY, RONALD G 2104 N E 62ND ST FT LAUDERDALE FL 33308
55 JOHNSON WAY 55 JOHNSON WAY 6595296893 ELECTRIC,WATER,SEPTIC LOT 10 C BLK A RIVERBEND EST RESIDENTIAL 2 0.33 SECU*RE, INC.1000 WADE AVENUE RALEIGH NC 27605 Riverbend Purchased Water System
0 JOHNSON WAY 0 JOHNSON WAY 6595297564 ELECTRIC OFF 1461 - LOT 10-G BLK A RIVBD RESIDENTIAL 0 0.66 MURRAY, RONALD G.2104 N E 62ND ST FT LAUDERDALE FL 33308
35 JOHNSON WAY 35 JOHNSON WAY 6595297952 ELECTRIC,WATER,SEPTIC LOT 10 BL A RIVERBEND ESTATES RESIDENTIAL 1 0.37 FLORES, MARIO 35 JOHNSON WAY FRANKLIN NC 28734 Riverbend Purchased Water System
0 JOHNSON WAY 0 JOHNSON WAY 6595298623 ELECTRIC LOT 10D BL A RIVERBEND EST RESIDENTIAL 0 0.53 MURRAY, RONALD G & AMELIA P 2104 N E 62ND ST FT LAUDERDALE FL 33308
263 SHADY LN 263 SHADY LN 6595298752 ELECTRIC,WATER,SEPTIC OFF 1461 - LOT 10B BLK A RIVERBD RESIDENTIAL 1 0.43 LEDFORD, OLIN KENT 465 HURST CIRCLE FRANKLIN NC 28734 Riverbend Purchased Water System
253 SHADY LN 253 SHADY LN 6595298882 ELECTRIC,WATER,SEPTIC RD 1461 - LOT 10A BLK A RIVERBD RESIDENTIAL 1 0.35 BAXLEY, FRANCES M 253 SHADY LANE FRANKLIN NC 28734 Riverbend Purchased Water System
287 SHADY LN 287 SHADY LN 6595299476 ELECTRIC,WATER,SEPTIC LOT 11-B BLK A RIVERBEND EST RESIDENTIAL 1 1.01 NIXON, EDWARD L 287 SHADY LANE FRANKLIN NC 28734 Riverbend Purchased Water System
0 SHADY LN 0 SHADY LN 6595299910 ELECTRIC PT OF 9 & 9A BL A RIVERBEND EST RESIDENTIAL 0 0.12 SECU*RE, INC.1000 WADE AVENUE RALEIGH NC 27605 Road easement b/t properties
0 RANDOLPH ST 0 RANDOLPH ST 6595325749 ELECTRIC OFF RIVERVIEW ST RESIDENTIAL 0 14 SANDERS, JOSEPH R CO TRUSTEE PO BOX 423 FRANKLIN NC 28744
10 SKYLARK ST 10 SKYLARK ST 6595330815 ELECTRIC,PUB WATER,PUB SEWERLOT 6A TOWN MTN EST RESIDENTIAL 1 0.34 OWENS, CLARICE J & HOMER C PO BOX 714 FRANKLIN NC 28744
25 FOX FIRE ST 25 FOX FIRE ST 6595330979 ELECTRIC,PUB WATER,PUB SEWERLOT 38 TOWN MTN EST RESIDENTIAL 1 0.42 PULLIUM, EDWARD ANTHONY 25 FOXFIRE ST FRANKLIN NC 28734
0 KINGWOOD CIR 0 KINGWOOD CIR 6595331598 ELECTRIC LOT H-1 KINGWOOD EST RESIDENTIAL 0 0.4 STAMEY, WAYNE WILBUR 18 BOBS DR FRANKLIN NC 28734
0 KINGWOOD CIR 0 KINGWOOD CIR 6595331604 ELECTRIC,PUB WATER,PUB SEWERLOT I-1 KINGWOOD EST RESIDENTIAL 0 0.39 STAMEY, WAYNE KEITH 60 BOBS DR FRANKLIN NC 28734
231 TOWN MTN DR 231 TOWN MTN DR 6595331729 ELECTRIC,PUB WATER,PUB SEWERLOT J-1 KINGWOOD EST RESIDENTIAL 1 0.39 SWANN, JAMES MARK 231 TOWN MOUNTAIN DR FRANKLIN NC 28734 Per Town of Franklin
158 KINGWOOD CIR 158 KINGWOOD CIR 6595332711 ELECTRIC,PUB WATER,PUB SEWERLOT G-1 KINGWOOD EST RESIDENTIAL 2 0.36 HURST, ROY & DEBORAH 326 FERGUSON RD FRANKLIN NC 28734 Garage, most likely connected via house next door *confirm*
174 KINGWOOD CR 174 KINGWOOD CR 6595332789 ELECTRIC,PUB WATER,PUB SEWERLOT F-1 KINGWOOD EST RESIDENTIAL 1 0.27 NICHOLSON, CHARLES E.133 BEN COOK ROAD SYLVA NC 28779
0 TOWN MTN DR 0 TOWN MTN DR 6595332827 ELECTRIC,PUB WATER,PUB SEWERLOT K1 KINGWOOD EST RESIDENTIAL 0 0.38 CURTIS, DAVID 31 C A MEADOWS RD FRANKLIN NC 28734 undeveloped lot w/ PWS in subdivision
0 KINGWOOD CIR 0 KINGWOOD CIR 6595333410 ELECTRIC,PUB WATER,PUB SEWERLOT M KINGWOOD ESTATES RESIDENTIAL 0 0.27 DOWNS, MELONIE C 811 PATTON RD FRANKLIN NC 28734 undeveloped lot w/ PWS in subdivision
LOT H KINGWOOD EST LOT H KINGWOOD EST 6595333523 ELECTRIC,PUB WATER,PUB SEWERLOT H KINGWOOD EST RESIDENTIAL 0 0.24 BALLEW, ALAN SHANE PO BOX 1121 FRANKLIN NC 28744 undeveloped lot w/ PWS in subdivision
157 KINGSWOOD CIR 157 KINGSWOOD CIR 6595333634 ELECTRIC,PUB WATER,PUB SEWERLOT I KINGWOOD EST RESIDENTIAL 2 0.28 BALLEW, ALAN SHANE PO BOX 1121 FRANKLIN NC 28744
291 TOWN MTN DR 291 TOWN MTN DR 6595333960 ELECTRIC,PUB WATER,PUB SEWERLOT L1 KINGWOOD RESIDENTIAL 1 0.37 DUNDALE, MARK M.PO BOX 1362 FRANKLIN NC 28744
0 KINGWOOD CIR 0 KINGWOOD CIR 6595334323 ELECTRIC,PUB WATER,PUB SEWERLOT X KINGWOOD EST RESIDENTIAL 0 0.25 EGAN, LIAM P 18 SUGARHILL ROAD MANAHAWKIN NJ 08050 undeveloped lot w/ PWS in subdivision
275 KINGSWOOD CIR 275 KINGSWOOD CIR 6595334409 ELECTRIC,PUB WATER,PUB SEWERLOT L KINGWOOD EST RESIDENTIAL 1 0.29 WARD, CATHERINE LYNN 275 KINGWOOD CIRCLE FRANKLIN NC 28734 undeveloped lot w/ PWS in subdivision
241 KINGWOOD CIR 241 KINGWOOD CIR 6595334597 ELECTRIC,PUB WATER,PUB SEWERLOT K KINGWOOD EST RESIDENTIAL 2 0.31 EDWARDS, SHARON 241 KINGWOOD CIRCLE FRANKLIN NC 28734 undeveloped lot w/ PWS in subdivision
193 KINGWOOD CIR 193 KINGWOOD CIR 6595334611 ELECTRIC,PUB WATER,PUB SEWERLOT J KINGWOOD EST RESIDENTIAL 1 0.32 WOODEN SHOE REALTY INC 1281 GEORGIA RD FRANKLIN NC 28734 undeveloped lot w/ PWS in subdivision
0 KINGWOOD CIR 0 KINGWOOD CIR 6595334709 ELECTRIC,PUB WATER,PUB SEWERLOT E-1 KINGWOOD EST RESIDENTIAL 0 0.35 SEADER, LAMARR A 3855 WINDSOR CASTLE BLVD MILTON FL 32583 undeveloped lot w/ PWS in subdivision
0 TOWN MTN DR 0 TOWN MTN DR 6595334877 ELECTRIC,PUB WATER,PUB SEWERLOT M1 KINGWOOD EST RESIDENTIAL 1 0.32 SEADER, LAMARR A 3855 WINDSOR CASTLE BLVD MILTON FL 32583 Per Town of Franklin
0 KINGWOOD CIR 0 KINGWOOD CIR 6595335401 ELECTRIC,PUB WATER,PUB SEWERLOT Y KINGWOOD EST RESIDENTIAL 0 0.32 DOWNS, MELONIE C 811 PATTON RD FRANKLIN NC 28734 undeveloped lot w/ PWS in subdivision
246 KINGWOOD CIR 246 KINGWOOD CIR 6595335488 ELECTRIC,PUB WATER,PUB SEWERLOT Z KINGWOOD EST RESIDENTIAL 1 0.3 TALLENT, WILLIAM B C/O BARBARA T CABE 131 KNOB HILL RD FRANKLIN NC 28734
0 KINGWOOD CIR 0 KINGWOOD CIR 6595335713 ELECTRIC,PUB WATER LOT D-1 KINGWOOD EST RESIDENTIAL 0 0.38 SEADER, LAMARR A 3855 WINDSOR CASTLE BLVD MILTON FL 32583 undeveloped lot w/ PWS in subdivision
251 GREEN BRIAR ST 251 GREEN BRIAR ST 6595335958 ELECTRIC,WATER,SEPTIC LOT 30 TOWN MTN EST RESIDENTIAL 2 0.31 CALLAHAN, THOMAS J 6181 PLUMOSA AVE FT MYERS FL 33908
238 KINGWOOD CIR 238 KINGWOOD CIR 6595336544 ELECTRIC,PUB WATER,PUB SEWERLOT A-1 KINGWOOD EST RESIDENTIAL 1 0.27 HOLLAND, JOEL 238 KINGWOOD CIRCLE FRANKLIN NC 28734
228 KINGWOOD CIR 228 KINGWOOD CIR 6595336637 ELECTRIC,PUB WATER,PUB SEWERLOT C-1 KINGWOOD EST RESIDENTIAL 1 0.4 ASBURY, JANET KAY PO BOX 166 GLENVILLE NC 28736
0 TOWN MTN DR 0 TOWN MTN DR 6595336801 ELECTRIC,PUB WATER,PUB SEWERLOT N-1 KINGWOOD EST RESIDENTIAL 0 0.39 HESSELBIRG, KATELYN MARIE 387 TOWN MOUNTAIN DRIVE FRANKLIN NC 28734 undeveloped lot w/ PWS in subdivision
360 TOWN MOUNTAIN DR 360 TOWN MOUNTAIN DR 6595336945 ELECTRIC,PUB WATER,PUB SEWERLOT 31 TOWN MTN EST RESIDENTIAL 1 0.38 LARSEN, KIM 360 TOWN MOUNTAIN DR FRANKLIN NC 28734
232 KINGWOOD CIR 232 KINGWOOD CIR 6595337641 ELECTRIC,PUB WATER,PUB SEWERLOT B1 KINGWOOD EST RESIDENTIAL 1 0.38 DYKES, DAVID R & CLARA T 232 KINGWOOD CIR FRANKLIN NC 28734
387 TOWN MOUNTAIN DR 387 TOWN MOUNTAIN DR 6595337725 ELECTRIC,PUB WATER,PUB SEWERLOT 01 KINGWOOD EST RESIDENTIAL 2 0.29 HESSELBIRG, KATELYN MARIE 387 TOWN MOUNTAIN DRIVE FRANKLIN NC 28734
291 GREENBRIER ST 291 GREENBRIER ST 6595337838 ELECTRIC,PUB WATER,PUB SEWERLOT 32 TOWN MTN EST RESIDENTIAL 1 0.34 BLACK, THOMAS JR 291 GREENBRIER ST FRANKLIN NC 28734
391 TOWN MTN DR 391 TOWN MTN DR 6595338752 ELECTRIC,PUB WATER,PUB SEWERLOT 45 TOWN MTN EST RESIDENTIAL 1 0.62 HOOD, OLIVER C 391 TOWN MTN ROAD FRANKLIN NC 28734
270 GREENBRIER ST 270 GREENBRIER ST 6595338917 ELECTRIC,PUB WATER,PUB SEWERLOT 14 TOWN MTN EST RESIDENTIAL 1 0.33 CARVER, JIMMY 649 OLD THOMASVILLE ROAD CAIRO GA 39828
12 TOWN MTN EST 12 TOWN MTN EST 6595339779 ELECTRIC,PUB WATER,PUB SEWERLOT 12 TOWN MTN EST RESIDENTIAL 0 0.35 MOTT, DOROTHY S 28 NUGGET RIDGE LN CLEVELAND SC 29635-9331 undeveloped lot w/ PWS in subdivision
0 GREEN BRIAR ST 0 GREEN BRIAR ST 6595339902 ELECTRIC,PUB WATER,PUB SEWERLOT 13 TOWN MTN EST RESIDENTIAL 0 0.22 COENNEN, ROBERT H & DONNA 444 TOWN MTN DR FRANKLIN NC 28734 undeveloped lot w/ PWS in subdivision
444 TOWN MOUNTAIN DR 444 TOWN MOUNTAIN DR 6595339978 ELECTRIC,PUB WATER,PUB SEWERLOT 8 TOWN MTN EST RESIDENTIAL 1 0.32 COENNEN, ROBERT H & DONNA 444 TOWN MTN DR FRANKLIN NC 28734
0 LION ST 0 LION ST 6595340203 ELECTRIC,PUB WATER,PUB SEWERLOT 4A TOWN MTN EST RESIDENTIAL 0 0.33 JOHNSON, RUBY M 51 LION STREET FRANKLIN NC 28734 undeveloped lot w/ PWS in subdivision
51 LION ST 51 LION ST 6595340325 ELECTRIC,PUB WATER,PUB SEWERLOT 3-A TOWN MTN EST RESIDENTIAL 1 0.36 JOHNSON, RUBY M 51 LION STREET FRANKLIN NC 28734
51 LION ST 51 LION ST 6595340436 ELECTRIC,PUB WATER,PUB SEWERLOT 2A TOWN MT EST RESIDENTIAL 0 0.35 JOHNSON, RUBY M 51 LION STREET FRANKLIN NC 28734 undeveloped lot w/ PWS in subdivision
77 LION ST 77 LION ST 6595340640 WATER,ELECTRIC,SEPTIC LOT 1-A TOWN MTN EST RESIDENTIAL 1 0.45 ERBA, LOUIS PO BOX 396 FRANKLIN NC 28744-0396
30 GREEN BRIAR ST 30 GREEN BRIAR ST 6595341009 ELECTRIC,PUB WATER,PUB SEWERLOT 39 TOWN MTN EST RESIDENTIAL 1 0.34 ANDERSON, ELLIS S 30 GREENBRIAR ST FRANKLIN NC 28734
48 GREENBRIER ST 48 GREENBRIER ST 6595341230 ELECTRIC,PUB WATER,PUB SEWERLOT 40 TOWN MTN EST RESIDENTIAL 1 0.41 ANDERSON, DAVID E 48 GREENBRIAR ST FRANKLIN NC 28734
58 GREEN BRIAR ST 58 GREEN BRIAR ST 6595341350 ELECTRIC,PUB WATER,PUB SEWERLOT 41 TOWN MTN EST RESIDENTIAL 1 0.41 MOODY, ROBIN 375 EDWARDS ROAD INMAN SC 29349
100 GREENBRIER ST 100 GREENBRIER ST 6595341450 ELECTRIC,PUB WATER,PUB SEWERLOT 42 TOWN MTN EST RESIDENTIAL 0 0.37 COLLINS, CINDY 375 EDWARDS RD INMAN SC 29349-9299
122 GREENBRIER ST 122 GREENBRIER ST 6595341540 ELECTRIC,PUB WATER,PUB SEWERLOT 43 TOWN MTN EST RESIDENTIAL 1 0.3 PAUL, RICKY EUGENE 100 GREENBRIER ST FRANKLIN NC 28734-0711 two properties with same address, don't know
122 GREEN BRIAR ST 122 GREEN BRIAR ST 6595341660 ELECTRIC,PUB WATER,PUB SEWERLOT 44 TOWN MTN EST RESIDENTIAL 1 0.41 NICHOLS, NELSON J.122 GREENBRIER ST FRANKLIN NC 28734 if hooked to both, one, or which one?
55 GREEN BRIAR ST 55 GREEN BRIAR ST 6595342023 ELECTRIC,PUB WATER,PUB SEWERLOT 35 TOWN MTN EST RESIDENTIAL 1 0.54 SPRADLIN, L. DALE SR 688 WOOTEN ROAD FRANKLIN NC 28734
145 GREENBRIER ST 145 GREENBRIER ST 6595342486 ELECTRIC,PUB WATER,PUB SEWERLOT 25 TOWN MTN EST RESIDENTIAL 1 0.45 GREEN, PATRICIA 2780 SW 22ND AVE COCONUT GROVE FL 33133
59 GREEN BRIAR ST 59 GREEN BRIAR ST 6595343004 ELECTRIC,PUB WATER,PUB SEWERLOT 34 TOWN MTN EST RESIDENTIAL 2 0.3 ROBB, DEBRA HYATT 59 GREENBRIER ST FRANKLIN NC 28734
63 GREENBRIER ST 63 GREENBRIER ST 6595343108 ELECTRIC,PUB WATER,PUB SEWERLOTS 36 & 37 TOWN MTN EST RESIDENTIAL 1 0.53 HADDIX, BARBARA A 63 GREENBRIAR ST FRANKLIN NC 28734
0 GREEN BRIAR ST 0 GREEN BRIAR ST 6595343285 ELECTRIC,PUB WATER,PUB SEWERLOT 27 TOWN MTN EST RESIDENTIAL 0 0.27 GREEN, PATRICIA 2780 SW 22ND AVE COCONUT GROVE FL 33133 undeveloped lot w/ PWS in subdivision
0 GREEN BRIAR ST 0 GREEN BRIAR ST 6595343325 ELECTRIC,PUB WATER,PUB SEWERLOT 26 TOWN MTN EST RESIDENTIAL 0 0.36 GREEN, PATRICIA 2780 SW 22ND AVE COCONUT GROVE FL 33133 undeveloped lot w/ PWS in subdivision
130 GREEN BRIAR ST 130 GREEN BRIAR ST 6595343601 ELECTRIC,PUB WATER,PUB SEWERLOT 24, PT OF 22 & .045 AC TOWN MOUNTAIN ESTATESRESIDENTIAL 1 0.31 WAHL, WELDON 130 GREERBRIER ST FRANKLIN NC 28734
0 TOWN MTN DR 0 TOWN MTN DR 6595344022 ELECTRIC,PUB WATER,PUB SEWERLOT 33 TOWN MTN ESTATES RESIDENTIAL 0 0.28 HAMMOND, HILTON C TR C/O DOROTHY ANNE SCHULTZ 5120 31ST AVE N ST PETERSBURG FL 33710 undeveloped lot w/ PWS in subdivision
0 GREEN BRIAR ST 0 GREEN BRIAR ST 6595344087 ELECTRIC,PUB WATER,PUB SEWERLOT 29 TOWN MTN EST RESIDENTIAL 0 0.29 HAMMOND, HILTON C TR C/O DOROTHY ANNE SCHULTZ 5120 31ST AVE N ST PETERSBURG FL 33710 undeveloped lot w/ PWS in subdivision
211 GREEN BRIAR ST 211 GREEN BRIAR ST 6595344116 ELECTRIC,PUB WATER,PUB SEWERLOT 28 TOWN MTN EST RESIDENTIAL 1 0.41 HAMMOND, HILTON C TR C/O DOROTHY ANNE SCHULTZ 5120 31ST AVE N ST PETERSBURG FL 33710
156 GREENBRIER ST 156 GREENBRIER ST 6595344416 ELECTRIC,PUB WATER,PUB SEWERLOTS 23 & 19 TOWN MTN EST RESIDENTIAL 1 0.35 HARRISON, GEORGE K 156 GREENBRIAR ST FRANKLIN NC 28734
630 TOWN MTN DR 630 TOWN MTN DR 6595344529 ELECTRIC,PUB WATER,PUB SEWERPT LOTS 21 & 22 TOWN MTN ESTATES RESIDENTIAL 1 0.22 AL GRANT, LLC 499 DOWDLE MOUNTAIN ROAD FRANKLIN NC 28734
614 TOWN MOUNTAIN DR 614 TOWN MOUNTAIN DR 6595344571 ELECTRIC,PUB WATER,PUB SEWERLOT 20 TOWN MTN EST RESIDENTIAL 1 0.2 BAUER, WILMITH L 6431 HEREFORD DR LAKELAND FL 33810
204 GREENBRIER ST 204 GREENBRIER ST 6595345179 ELECTRIC,PUB WATER,PUB SEWERLOT 17 TOWN MTN EST RESIDENTIAL 1 0.38 TEAMS, JOHN 2220 SE 11TH PL CAPE CORAL FL 33990
0 GREEN BRIAR ST 0 GREEN BRIAR ST 6595345310 ELECTRIC,PUB WATER,PUB SEWERLOT 18 TOWN MTN EST RESIDENTIAL 0 0.31 HOLLAND, SHIRLEY (A/K/A CHARLES)3178 LAKEVIEW DRIVE NAPLES FL 33962 undeveloped lot w/ PWS in subdivision
592 TOWN MOUNTAIN DR 592 TOWN MOUNTAIN DR 6595345375 ELECTRIC,PUB WATER,PUB SEWERLOT 2 TOWN MTN EST RESIDENTIAL 0 0.26 HOLLAND, SHIRLEY (A/K/A CHARLES)3178 LAKEVIEW DRIVE NAPLES FL 33962 undeveloped lot w/ PWS in subdivision
592 TOWN MTN DR 592 TOWN MTN DR 6595345412 ELECTRIC,PUB WATER,PUB SEWERLOT 1 TOWN MTN EST RESIDENTIAL 1 0.29 SOUTHARD, WILLARD R & VIRGIE M 43 CORVETTE DR FRANKLIN NC 28734
605 TOWN MTN S 605 TOWN MTN S 6595345547 ELECTRIC,PUB WATER,PUB SEWERLOT 21 TOWN MTN EST RESIDENTIAL 1 0.21 REED, TERRY KIMBERLY 605 TOWN MOUNTAIN DR FRANKLIN NC 28734
270 GREEN BRIAR ST 270 GREEN BRIAR ST 6595346079 ELECTRIC,PUB WATER,PUB SEWERLOTS 15 & 16 TOWN MTN ESTATES RESIDENTIAL 1 0.61 MACMILLAN, DONALD V 270 GREENBRIAR ST FRANKLIN NC 28734 Per Town of Franklin
552 TOWN MTN DR 552 TOWN MTN DR 6595346266 ELECTRIC,PUB WATER,PUB SEWERLOT 3 TOWN MTN EST RESIDENTIAL 1 0.37 WOODWARD, THEODORE DUKE 552 TOWN MTN DRIVE FRANKLIN NC 28734
591 TOWN MOUNTAIN DR 591 TOWN MOUNTAIN DR 6595346542 ELECTRIC,PUB WATER,PUB SEWERLOT 1 CLYDE SANDERS LAND RESIDENTIAL 1 0.41 HOCK, JERRY 605 HIGHLANDS ROAD FRANKLIN NC 28734
0 TOWN MTN DR 0 TOWN MTN DR 6595347165 ELECTRIC,PUB WATER,PUB SEWERLOT 4 & 5 TOWN MTN EST EXEMPT 0 0.37 MACON CO HABITAT FOR HUMANITY PO BOX 1585 FRANKLIN NC 28744 undeveloped lot w/ PWS in subdivision
565 TOWN MTN DR 565 TOWN MTN DR 6595347414 ELECTRIC,PUB WATER,PUB SEWERLOT 2 TOWN MTN DRIVE RESIDENTIAL 1 0.48 HOLLAND, SHIRLEY (A/K/A CHARLES)3178 LAKEVIEW DRIVE NAPLES FL 33962
506 TOWM MTN DR 506 TOWM MTN DR 6595348066 ELECTRIC,PUB WATER,PUB SEWERLOT 6 TOWN MTN EST RESIDENTIAL 2 0.28 PLUMMER, ALFRED DUANE 506 TOWN MTN DR FRANKLIN NC 28734
0 RANDOLPH ST 0 RANDOLPH ST 6595348198 ELECTRIC ADJ TO TOWN MTN EST EXEMPT 0 0.02 TOWN OF FRANKLIN GEN DEL FRANKLIN NC 28734
4 TOWN MTN DR 4 TOWN MTN DR 6595348276 ELECTRIC LOT 4 TOWN MTN DR RESIDENTIAL 0 0.39 MOSS, RONALD A.539 TOWN MOUNTAIN DRIVE FRANKLIN NC 28734 undeveloped lot w/ PWS in subdivision
539 TOWN MOUNTAIN DR 539 TOWN MOUNTAIN DR 6595348305 ELECTRIC,PUB WATER,PUB SEWERLOT 3 TOWN MTN DR RESIDENTIAL 1 0.43 MOSS, RONALD A.539 TOWN MOUNTAIN DRIVE FRANKLIN NC 28734
325 CLYDE ST 325 CLYDE ST 6595349156 ELECTRIC,PUB WATER ADJ TOWN MT EST EXEMPT 1 0.15 TOWN OF FRANKLIN GEN DEL FRANKLIN NC 28734
1071 LAKESIDE DR 1071 LAKESIDE DR 6595350157 ELECTRIC,PUB WATER,PUB SEWERROAD 1324 RESIDENTIAL 2 9.96 PHILLIPS, SAMUEL M LIVING TRUST 424 GIRARD STREET APT 104 GAITHERSBURG MD 20877 Connected via Greenbriar St. *confirm both houses*
1817 LAKESIDE DR 1817 LAKESIDE DR 6595355389 ELECTRIC,PUB WATER,PUB SEWERRIVERBEND RD 1324 RESIDENTIAL 1 56.5 LEOPARD, HARRISON W 127 HENDRIX DR OAK RIDGE TN 37830 Vacant decades, no well, spring fed when residence
268 SHADY LN 268 SHADY LN 6595390752 ELECTRIC,WATER,SEPTIC PORTION OF LOT 11 BL A RIVERBEND ESTATES RESIDENTIAL 1 0.57 RINKER, ROBERT W II 268 SHADY LANE FRANKLIN NC 28734 Riverbend Purchased Water System
605 LAKESHORE DR 605 LAKESHORE DR 6595391327 ELECTRIC,WATER,SEPTIC OFF RD 1432 RESIDENTIAL 1 1.04 FIORILLO, ANTHONY 605 LAKESHORE DR FRANKLIN NC 28734 Riverbend Purchased Water System
575 LAKESHORE DR 575 LAKESHORE DR 6595391665 ELECTRIC,WATER,SEPTIC LOT 11A BLK A RIVERBEND EST RESIDENTIAL 3 0.84 PRESTON, RALPH 1758 WACHESEW RD MURRELLS INLET SC 29576 Attached property below
505 LAKE SHORE DR 505 LAKE SHORE DR 6595391877 ELECTRIC,WATER,SEPTIC LOT 12 BLK A RIVERBEND EST RESIDENTIAL 1 1.2 TURNER, LEE 505 LAKESHORE DR FRANKLIN NC 28734 Riverbend Purchased Water System
621 LAKESHORE DR 621 LAKESHORE DR 6595392285 ELECTRIC,WATER,SEPTIC LOT 41 BLK B RIVERBEND EST RESIDENTIAL 1 1.14 BUTTERFIELD, TIMOTHY BERNARD 621 LAKESHORE DR FRANKLIN NC 28734 Riverbend Purchased Water System
0 LAKE SHORE DR 0 LAKE SHORE DR 6595394156 ELECTRIC LOT 40 BLK A RIVERBEND EST RESIDENTIAL 0 1.01 BEALS, SHARON K 673 LAKESHORE DRIVE FRANKLIN NC 28734 Attached to: 6595396127
590 LAKESHORE DR 590 LAKESHORE DR 6595394458 ELECTRIC,WATER,SEPTIC LOT 39 BLK B RIVERBEND RESIDENTIAL 1 1.35 SHIPMAN, ROBERT L JR 1337 VALENTINE CIRCLE NITRO WV 25143-2358 Riverbend Purchased Water System
0 LAKE SHORE DR 0 LAKE SHORE DR 6595394644 ELECTRIC LOT 38 BLK B RIVERBEND RESIDENTIAL 0 0.81 SHIPMAN, ROBERT L JR 1337 VALENTINE CIRCLE NITRO WV 25143-2358
0 LAKE SHORE DR 0 LAKE SHORE DR 6595394756 ELECTRIC RIVERBEND EST RESIDENTIAL 0 0.8 HAWKINSON, GREGORY L 204 RIVER VALLEY TRL KATHLEEN GA 31047
512 LAKE SHORE DR 512 LAKE SHORE DR 6595394899 ELECTRIC,WATER,SEPTIC LOT 36 BLK B RIVERBEND EST RESIDENTIAL 1 0.74 BUHL, GARY W & PATRICIA 512 LAKESHORE DR FRANKLIN NC 28734 Riverbend Purchased Water System
673 LAKESHORE DR 673 LAKESHORE DR 6595396127 ELECTRIC,WATER,SEPTIC LOT 9A BLK A & B RIVERBEND RESIDENTIAL 1 1.23 BEALS, SHARON K 673 LAKESHORE DRIVE FRANKLIN NC 28734 Riverbend Purchased Water System
0 LAKE SHORE DR 0 LAKE SHORE DR 6595396561 ELECTRIC LOT 10 BLK B RIVERBEND RESIDENTIAL 1 0.67 BELL, RALPH G 7120 BRYSON CITY ROAD FRANKLIN NC 28734 Riverbend Purchased Water System
697 LAKESHORE DR 697 LAKESHORE DR 6595397294 ELECTRIC,WATER,SEPTIC LOT 9 BLK B RIVERBEND EST RESIDENTIAL 2 1.51 DURLAND, MATTHEW 219 EAST JAMES STREET FALCONER NY 14733 Riverbend Purchased Water System
730 LAKESHORE DR 730 LAKESHORE DR 6595397519 ELECTRIC,WATER,SEPTIC LOT 10A BLK B RIVERBEND EST RD 1432 RESIDENTIAL 3 0.67 MOORE, SCOTT A.730 LAKESHORE DRIVE FRANKLIN NC 28734 Riverbend Purchased Water System
0 LAKE SHORE DR 0 LAKE SHORE DR 6595397747 ELECTRIC LOT 11 BLK B RIVERBEND EST RESIDENTIAL 0 1.37 BUHL, GARY W & PATRICIA 512 LAKESHORE DR FRANKLIN NC 28734
0 LAKE SHORE DR 0 LAKE SHORE DR 6595397948 ELECTRIC LOT 12 BLK B RIVERBEND EST RESIDENTIAL 0 1.65 DICKERSON, C R & EVELYN BOX 5 NAPLES FL 33940
711 LAKE SHORE DR 711 LAKE SHORE DR 6595399325 ELECTRIC,WATER,SEPTIC LOT 8 A BLK B RIVERBEND EST RESIDENTIAL 1 1.06 HAMLIN, ALLEN C 1106 SW 15TH ST BOYNTON BCH FL 33426-5812 Riverbend Purchased Water System
0 ON RD 1432 0 ON RD 1432 6595399458 ELECTRIC LOT 8 BLK B RIVERBEND EST RESIDENTIAL 0 0.77 HAMLIN, ALLEN C 1106 SW 15TH ST BOYNTON BCH FL 33426-5812
100 WATAUGA ST 100 WATAUGA ST 6595422603 ELECTRIC,PUB WATER,PUB SEWEREAST FRANKLIN ELEMENTARY EXEMPT 3 7.5 MACON COUNTY 5 WEST MAIN STREET FRANKLIN NC 28734
182 WATAUGA ST 182 WATAUGA ST 6595424966 ELECTRIC,PUB WATER,PUB SEWERON WATAUGA STREET RESIDENTIAL 1 2.69 PENDERGRASS, WILLARD RANDOLPH PO BOX 286 FRANKLIN NC 28744
220 WATAUGA ST 220 WATAUGA ST 6595427907 ELECTRIC,PUB WATER,PUB SEWERON WATAUGA STREET RESIDENTIAL 1 0.38 HAYNES, JAYNE PO BOX 542 FRANKLIN NC 28734
880 E MAIN ST 880 E MAIN ST 6595428697 ELECTRIC,PUB WATER,PUB SEWERCRANE RENTAL & WHSE COMMERCIAL 2 1.24 SANDERS, JOSEPH R CO TRUSTEE PO BOX 423 FRANKLIN NC 28744 Per Town of Franklin
55 DAN ST 55 DAN ST 6595428974 ELECTRIC,PUB WATER,PUB SEWERDAN ST RESIDENTIAL 1 0.33 WOMACK, SAMUEL B & CHRISTINA 2106 GB HILL RD MONROE NC 28110
150 RANDOLPH ST 150 RANDOLPH ST 6595430339 ELECTRIC,PUB WATER,PUB SEWERUNIT H RANDOLPH HILL TOWN HOUSES RESIDENTIAL 2 0.03 CLAYTON, JACQUELINE 200 RANDOLPH STREET FRANKLIN NC 28734 Per Town of Franklin
150 RANDOLPH ST 150 RANDOLPH ST 6595430460 ELECTRIC,PUB WATER,PUB SEWERUNIT G RANDOLPH HILL TOWNHOUSES RESIDENTIAL 2 0.03 WHEELER, ADDISON TRUSTEE 10650 ROSEWOOD CT PINELLAS PARK FL 33782 Per Town of Franklin
150 RANDOLPH ST 150 RANDOLPH ST 6595430482 ELECTRIC,PUB WATER,PUB SEWERUNIT F RANDOLPH HILL TOWN HOUSES RESIDENTIAL 2 0.03 HALL, WHITNEY P.150 F RANDOLPH ST FRANKLIN NC 28734 Per Town of Franklin
200 RANDOLPH ST 200 RANDOLPH ST 6595430600 ELECTRIC,PUB WATER,PUB SEWERRANDOLPH ST RESIDENTIAL 1 1.68 BERDIT, WILLARD N 200 RANDOLPH ST FRANKLIN NC 28734
427 TOWN MOUNTAIN DR'427 TOWN MOUNTAIN DR'6595430865 ELECTRIC,PUB WATER,PUB SEWERLOT 11 TOWN MTN EST RESIDENTIAL 1 0.31 WALKER, WILLIAM H 427 TOWN MOUNTAIN DRIVE FRANKLIN NC 28734
98 RANDOLPH ST 98 RANDOLPH ST 6595431195 ELECTRIC,PUB WATER,PUB SEWERUNIT H RANDOLPH KNOLL TOWNHOUSES RESIDENTIAL 1 0.03 CALLAHAN, NANCY C 290 FOREST AVE FRANKLIN NC 28734
200 RANDOLPH ST 200 RANDOLPH ST 6595431228 ELECTRIC,PUB WATER,PUB SEWEROFF RANDOLPH ST RESIDENTIAL 1 0.49 CLAYTON, JACQUELINE 200 RANDOLPH STREET FRANKLIN NC 28734
150 RANDOLPH ST 150 RANDOLPH ST 6595431329 ELECTRIC COMMON AREA RESIDENTIAL 0 0.86 RANDOLPH HILL TOWN HOUSES PROP OWNERS ASSN C/O LENA WHEELER 150 RANDOLPH ST BOX 6 FRANKLIN NC 28734 Green space around condos
150 RANDOLPH ST 150 RANDOLPH ST 6595431414 ELECTRIC,PUB WATER,PUB SEWERUNIT E RANDOLPH HILL TOWN HOUSES RESIDENTIAL 2 0.03 DEIGNAN, CHALRES A JR 4209 MCCLUNG DRIVE NEW PORT RICHEY FL 34653-7204 Per Town of Franklin
150 RANDOLPH ST 150 RANDOLPH ST 6595431436 ELECTRIC,PUB WATER,PUB SEWERUNIT D RANDOLPH HILL TOWN HOUSES RESIDENTIAL 1 0.03 DARNEILLE, PATRICIA T.1200 N NASH STREET APT 826 ARLINGTON VA 22209 Per Town of Franklin
150 RANDLOPH ST 150 RANDLOPH ST 6595431467 ELECTRIC,PUB WATER,PUB SEWERUNIT C RANDOLPH HILL TOWN HOUSES RESIDENTIAL 1 0.03 PLUMMER, ALFRED DUANE 506 TOWN MTN DR FRANKLIN NC 28734 Per Town of Franklin
150 RANDOLPH ST 150 RANDOLPH ST 6595431580 ELECTRIC,PUB WATER,PUB SEWERUNIT B RANDOLPH HILL TOWN HOUSES RESIDENTIAL 2 0.03 WEBB, ARLAND EUGENE 35 BUDDY GAP ROAD OTTO NC 28763
445 TOWN MTN DR 445 TOWN MTN DR 6595431942 ELECTRIC,PUB WATER,PUB SEWERLOT 10 TOWN MTN EST RESIDENTIAL 1 0.32 MCCORMICK, WILLIAM M P.O. BOX 8805 SEMINOLE FL 33775
98 RANDOLPH ST 98 RANDOLPH ST 6595432117 ELECTRIC,PUB WATER,PUB SEWERUNIT G RANDOLPH KNOLL TOWN HOUSE RESIDENTIAL 1 0.03 RYAN, ELLSWORTH W 98 RANDOLPH STREET #G FRANKLIN NC 28734
98 RANDOLPH ST 98 RANDOLPH ST 6595432148 ELECTRIC,PUB WATER,PUB SEWERUNIT F RANDOLPH KNOLL TOWNHOUSES RESIDENTIAL 1 0.03 HOLM, ELEANOR F 98 RANDOLPH STREET #F FRANKLIN NC 28734
98 RANDOLPH ST 98 RANDOLPH ST 6595432179 ELECTRIC COMMON AREA RESIDENTIAL 0 0.78 RANDOLPH KNOLL TOWN HOUSES PROP OWNERS ASSN RANDOLPH STREET FRANKLIN NC 28734 Green space around condos
98 RANDOLPH ST 98 RANDOLPH ST 6595432270 ELECTRIC,PUB WATER,PUB SEWERUNIT E RANDOLPH KNOLL TOWNHOUSES RESIDENTIAL 1 0.03 DELANEY, CHARLES FRANK JR 159 JACKSON DRIVE ADVANCE NC 27006
118 RANDOLPH ST 118 RANDOLPH ST 6595432356 ELECTRIC,PUB WATER,PUB SEWERON RANDOLPH ST RESIDENTIAL 2 0.6 CLAYTON, JACQUELINE 200 RANDOLPH STREET FRANKLIN NC 28734
150 RANDOLPH ST 150 RANDOLPH ST 6595432501 ELECTRIC,PUB WATER,PUB SEWERUNIT A RANDOLPH HILL TOWN HOUSES RESIDENTIAL 2 0.03 BOTTI, DOLORES T 150 RANDOLPH STREET APT A FRANKLIN NC 28734
0 RANDOLPH ST 0 RANDOLPH ST 6595432821 ELECTRIC,PUB WATER,PUB SEWERSOUTH HILL VILLAS RESIDENTIAL 0 1 GARLOCK, D WAYNE 5641 TREVINO DR MILTON FL 32570
98 RANDOLPH ST 98 RANDOLPH ST 6595433201 ELECTRIC,PUB WATER,PUB SEWERUNIT D RANDOLPH KNOLL TOWNHOUSES RESIDENTIAL 1 0.03 THOMPSON, LINDA L 98 RANDOLPH ST FRANKLIN NC 28734
98 RANDOLPH ST 98 RANDOLPH ST 6595433223 ELECTRIC,PUB WATER,PUB SEWERUNIT C RANDOLPH KNOLL TOWNHOUSES RESIDENTIAL 1 0.03 VEON, JOHN DUANE 6816 AWINI ST DIAMONDHEAD MS 39525
98 RANDOLPH ST 98 RANDOLPH ST 6595433254 ELECTRIC,PUB WATER,PUB SEWERUNIT B RANDOLPH KNOLL TOWNHOUSES RESIDENTIAL 1 0.03 BEAMISH, DELORES J 98 RANDOLPH ST #B FRANKLIN NC 28734
98 RANDOLPH ST 98 RANDOLPH ST 6595433286 ELECTRIC,PUB WATER,PUB SEWERUNIT A RANDOLPH KNOLL TOWNHOUSES RESIDENTIAL 1 0.03 G & J FARMER REAL ESTATE, LLC 5291 SE JOSHUA TREE TERRACE HOBE SOUND FL 33455
149 RANDOLPH ST 149 RANDOLPH ST 6595433514 ELECTRIC,PUB WATER,PUB SEWERUNIT 149 A RANDOLPH EAST TOWN HOUSES RESIDENTIAL 1 0.04 PETER FAMILY TRUST 149 A RANDOLPH ST FRANKLIN NC 28734
149 RANDOLPH ST 149 RANDOLPH ST 6595433546 ELECTRIC,PUB WATER,PUB SEWERUNIT B RANDOLPH EAST TOWN HOUSES RESIDENTIAL 1 0.03 JAMASON, ELIZABETH ELLEN 149 RANDOLPH ST #B FRANKLIN NC 28734
149 RANDOLPH ST 149 RANDOLPH ST 6595433578 ELECTRIC,PUB WATER,PUB SEWERUNIT C RANDOLPH EAST TOWN HOUSES RESIDENTIAL 1 0.03 FINCH, ORSON S TRUSTEE 149C RANDOLPH STREET FRANKLIN NC 28734
149 RANDOLPH ST 149 RANDOLPH ST 6595433589 ELECTRIC COMMON AREA RESIDENTIAL 0 0.68 RANDOLPH EAST TOWN HOUSES PROP OWNERS ASSN 71 D RANDOLPH STREET FRANKLIN NC 28734 Green space around condos
0 RANDOLPH ST 0 RANDOLPH ST 6595433710 ELECTRIC,PUB WATER,PUB SEWERRANDOLPH STREET RESIDENTIAL 0 0.82 GARLOCK, D WAYNE 5641 TREVINO DR MILTON FL 32570
242 CLYDE ST 242 CLYDE ST 6595433945 ELECTRIC,PUB WATER,PUB SEWERCLYDE ST EAST FRANKLIN RESIDENTIAL 2 0.2 ELY, KENNETH D 6334 CEDAR COURT LAKELAND FL 33813
119 RANDOPH ST 119 RANDOPH ST 6595434412 ELECTRIC,PUB WATER,PUB SEWERUNIT A RANDOLPH SOUTH TOWNHOUSES RESIDENTIAL 1 0.04 HILL, CHARLES H JR 119 RANDOLPH ST APT A FRANKLIN NC 28734
119 RANDOLPH ST 119 RANDOLPH ST 6595434444 ELECTRIC,PUB WATER,PUB SEWERUNIT B RANDOLPH SOUTH TOWNHOUSES RESIDENTIAL 1 0.03 TUCKASEIGEE PROPERTIES LLC 1208 FIELDING COURT MARIETTA GA 30064
119 RANDOLPH ST 119 RANDOLPH ST 6595434466 ELECTRIC,PUB WATER,PUB SEWERCOMMON AREA RANDOLPH SOUTH TOWNHOUSES RESIDENTIAL 0 0.72 RANDOLPH SOUTH TOWNHOUSES OWNER'S ASSOCIATION INC C/O A GERTRUDE CRAMER 119D RANDOLPH ST FRANKLIN NC 28734 Green space around condos
119 RANDOLPH ST 119 RANDOLPH ST 6595434475 ELECTRIC,PUB WATER,PUB SEWERUNIT C RANDOLPH SOUTH RESIDENTIAL 1 0.03 MYER, WARREN K TR 5511 SALEM SQUARE DRIVE NORTH PALM HARBOR FL 34685
149 RANDOLPH ST 149 RANDOLPH ST 6595434509 ELECTRIC,PUB WATER,PUB SEWERUNIT D RANDOLPH EAST TOWN HOUSES RESIDENTIAL 1 0.03 NOYES, LARRY RAY 1630 LAKE SHORE DR TOPTON NC 28781-6673
149 RANDOLPH ST 149 RANDOLPH ST 6595434630 ELECTRIC,PUB WATER,PUB SEWERUNIT E RANDOLPH EAST TOWN HOUSES RESIDENTIAL 1 0.03 ELLIS, JOHN C.4301 W WM CANNON DR STE B150 - #255 AUSTIN TX 78749
149 RANDOLPH ST 149 RANDOLPH ST 6595434662 ELECTRIC,PUB WATER,PUB SEWERUNIT F RANDOLPH EAST TOWN HOUSES RESIDENTIAL 1 0.04 HAER FAMILY TRUST 1575 TOWN PARK DRIVE PORT ORANGE FL 32129
224 CLYDE ST 224 CLYDE ST 6595434817 ELECTRIC,PUB WATER,PUB SEWERCLYDE ST EAST FRANKLIN RESIDENTIAL 1 0.32 LANG, HOLBERT C II 1623 EAST MAIN ST SYLVA NC 28779
89 RANDOLPH ST 89 RANDOLPH ST 6595435300 ELECTRIC,PUB WATER,PUB SEWERRANDOLPH ST RESIDENTIAL 1 0.45 VINSON, CLAY THOMAS 89 RANDOLPH ST FRANKLIN NC 28734-2623
56 CLYDE ST 56 CLYDE ST 6595435385 ELECTRIC,PUB WATER,PUB SEWERCLYDE ST RESIDENTIAL 4 0.59 HOLLAND, DONALD W 3488 BRYSON CITY RD FRANKLIN NC 28734
119 RANDOLPH ST 119 RANDOLPH ST 6595435407 ELECTRIC,PUB WATER,PUB SEWERUNIT D RANDOLPH SOUTH RESIDENTIAL 1 0.03 BERDIT, WILLARD N 200 RANDOLPH ST FRANKLIN NC 28734
119 RANDOLPH ST 119 RANDOLPH ST 6595435428 ELECTRIC,PUB WATER,PUB SEWERUNIT E RANDOLPH SOUTH TOWNHOUSES RESIDENTIAL 1 0.03 YOUNGBLOOD, KAREN 191 CHEROKEE TRAIL OTTO NC 28763
119 RANDOLPH ST 119 RANDOLPH ST 6595435550 ELECTRIC,PUB WATER,PUB SEWERUNIT F RANDOLPH SOUTH TOWNHOUSES RESIDENTIAL 1 0 PLANCK, KENNETH H 119F RANDOLPH STREET FRANKLIN NC 28734
92 CLYDE ST 92 CLYDE ST 6595435587 ELECTRIC,PUB WATER,PUB SEWERLOT B CLYDE ST DUPLEX RESIDENTIAL 1 0.16 WATSON, RICHARD B 92 CLYDE STREET FRANKLIN NC 28734
0 CLYDE ST 0 CLYDE ST 6595435735 ELECTRIC,PUB WATER,PUB SEWERCLYDE STREET RESIDENTIAL 0 0.91 MACON REALTY INC 61 MAGNOLIA LANE FRANKLIN NC 28734
35 RANDOLPH ST 35 RANDOLPH ST 6595436056 ELECTRIC,PUB WATER,PUB SEWERRANDOLPH ST RESIDENTIAL 2 0.29 BYRD, MARY RUTH 31 RANDOLPH ST FRANKLIN NC 28734 Per Town of Franklin
34 CLYDE ST 34 CLYDE ST 6595436139 ELECTRIC,PUB WATER,PUB SEWERCLYDE ST RESIDENTIAL 2 0.8 HOUSTON, WILLISTON F 34 CLYDE ST FRANKLIN NC 28734
94 CLYDE ST 94 CLYDE ST 6595436631 ELECTRIC,PUB WATER,PUB SEWERUNIT A CLYDE ST DUPLEX RESIDENTIAL 1 0.19 WATSON, SUZANNE HAMLIN 94 CLYDE ST FRANKLIN NC 28734
110 CLYDE ST 110 CLYDE ST 6595436695 ELECTRIC,PUB WATER,PUB SEWERCLYDE ST RESIDENTIAL 2 0.25 LOVE, GEORGE JACKIE 2135 WHISPERING PINES LN MCDONOUGH GA 30253
199 CLYDE ST 199 CLYDE ST 6595436837 ELECTRIC,PUB WATER,PUB SEWERLOT 1 SANDERS PROP RESIDENTIAL 2 0.31 MCCORMICK, WILLIAM M P.O. BOX 8805 SEMINOLE FL 33775
25 JANELLE ST 25 JANELLE ST 6595436993 ELECTRIC,PUB WATER,PUB SEWERLOT 2 CLYDE SANDERS PROP RESIDENTIAL 1 0.27 THOMPSON, TRACY W 25 JANELLE ST FRANKLIN NC 28734
12 CLYDE ST 12 CLYDE ST 6595437160 ELECTRIC,PUB WATER,PUB SEWERCLYDE ST RESIDENTIAL 1 0.33 ENSLEY, TAMMY E 12 CLYDE STREET FRANKLIN NC 28734
59 CLYDE ST 59 CLYDE ST 6595437368 ELECTRIC,PUB WATER,PUB SEWEROFF CLYDE ST RESIDENTIAL 1 0.44 WILSON, DEVIN LANDON 3008 AUSTIN DR BREMERTON WA 98312
73 CLYDE ST 73 CLYDE ST 6595437418 ELECTRIC,PUB WATER,PUB SEWERCLYDE ST RESIDENTIAL 3 0.31 WILSON, TAMMY MELISSA 257 MCCULLOUGH RD MOCKSVILLE NC 27028
148 CLYDE ST 148 CLYDE ST 6595437658 ELECTRIC,PUB WATER,PUB SEWERCLYDE STREET RESIDENTIAL 1 0.25 BERRY, BRENDA K 148 CLYDE STREET FRANKLIN NC 28734
251 WATAUGA ST 251 WATAUGA ST 6595438094 ELECTRIC,PUB WATER,PUB SEWERTRACT 6 RESIDENTIAL 2 0.21 HOCK, JERRY R 605 HIGHLANDS ROAD FRANKLIN NC 28734
258 WATAUGA ST 258 WATAUGA ST 6595438159 ELECTRIC,PUB WATER,PUB SEWERCLYDE ST RESIDENTIAL 2 0.21 JACOBS, SCOTTY EUGENE PO BOX 660 WAYNESVILLE NC 28786
37 CLYDE ST 37 CLYDE ST 6595438228 ELECTRIC,PUB WATER,PUB SEWERON CLYDE ST RESIDENTIAL 3 0.3 BYRD, MARY RUTH 31 RANDOLPH STREET FRANKLIN NC 28734
40-46 TRACES PLACE 40-46 TRACES PLACE 6595438486 ELECTRIC,PUB WATER,PUB SEWERTRACT 1 PLT CARD 4580 7233 RESIDENTIAL 1 0.41 GEORGE LLC 464 W PALMER ST FRANKLIN NC 28734
0 CLYDE ST 0 CLYDE ST 6595438504 ELECTRIC,PUB WATER,PUB SEWERLOT 8 CLYDE STREET RESIDENTIAL 0 0.25 FRANKLIN HERITAGE GROUP LLC 736 RIVER WALK DRIVE BURNSVILLE NC 28714 Parking for parcel below
131 CLYDE ST 131 CLYDE ST 6595438691 ELECTRIC,PUB WATER,PUB SEWERLOT 9 CLYDE STREET COMMERCIAL 2 0.32 FRANKLIN HERITAGE GROUP LLC 736 RIVER WALK DRIVE BURNSVILLE NC 28714
17 GRANDVIEW ST 17 GRANDVIEW ST 6595438800 ELECTRIC,PUB WATER,PUB SEWERGRANDVIEW STREET RESIDENTIAL 1 0.48 ARNEY, MARY ELLEN 17 GRANDVIEW DR FRANKLIN NC 28734
37 GRANDVIEW DR 37 GRANDVIEW DR 6595438960 ELECTRIC,WATER,SEPTIC LOT 5 GRANDVIEW STREET RESIDENTIAL 1 0.29 MOUNTAIN MAGIC 1, LIMITED LIABILITY COMPANY PO BOX 1861 FRANKLIN NC 28744
0 WATAUGA ST 0 WATAUGA ST 6595439040 ELECTRIC,PUB WATER,PUB SEWEROFF WATAUGA ST RESIDENTIAL 0 0.1 SANDERS, JOSEPH R CO TRUSTEE PO BOX 423 FRANKLIN NC 28744 Gap between properties
275 WATAUGA ST 275 WATAUGA ST 6595439099 ELECTRIC,PUB WATER,PUB SEWERON WATAUGA ST RESIDENTIAL 1 0.42 WALDROOP, FRANCES M 275 WATAUGA STREET FRANKLIN NC 28734
274 WATAUGA ST 274 WATAUGA ST 6595439235 ELECTRIC,PUB WATER,PUB SEWERWATAUGA ST RESIDENTIAL 1 0.23 JACOBS, BARBARA 274 WATAUGA ST FRANKLIN NC 28734
112 TRACES PL 112 TRACES PL 6595439334 ELECTRIC,PUB WATER,PUB SEWEROFF CLYDE ST RESIDENTIAL 0 0.21 GILLESPIE, JANET TAYLOR 860 CORBIN RD FRANKLIN NC 28734
135 CLYDE ST 135 CLYDE ST 6595439744 ELECTRIC,PUB WATER,PUB SEWEROFF CLYDE STREET RESIDENTIAL 1 0.61 NEWMAN, RAY & TERESA 135 CLYDE ST FRANKLIN NC 28734
474 TOWN MOUNTAIN DR 474 TOWN MOUNTAIN DR 6595440014 ELECTRIC,PUB WATER,PUB SEWERLOT 7 TOWN MTN EST RESIDENTIAL 3 0.33 PERRY, REGINALD EDWARD III 474 TOWN MOUNTAIN DRIVE FRANKLIN NC 28734
325 CLYDE ST 325 CLYDE ST 6595440118 ELECTRIC,PUB WATER,PUB SEWERCLYDE ST RESIDENTIAL 1 0.43 JERRY PORTER LLC P O BOX 60 FRANKLIN NC 28744 Per Town of Franklin
297 CLYDE ST 297 CLYDE ST 6595440199 ELECTRIC,PUB WATER,PUB SEWERCLYDE ST RESIDENTIAL 0 0.23 JERRY PORTER LLC P O BOX 60 FRANKLIN NC 28744 Per Town of Franklin
297 CLYDE ST 297 CLYDE ST 6595440199 ELECTRIC,PUB WATER,PUB SEWERCLYDE ST RESIDENTIAL 0 0.23 JERRY PORTER LLC P O BOX 60 FRANKLIN NC 28744 Per Town of Franklin
0 CLYDE ST 0 CLYDE ST 6595441174 ELECTRIC CLYDE ST RESIDENTIAL 0 0.18 JERRY PORTER LLC P O BOX 60 FRANKLIN NC 28744 gap property?
0 CLYDE ST 0 CLYDE ST 6595441174 ELECTRIC CLYDE ST RESIDENTIAL 0 0.18 JERRY PORTER LLC P O BOX 60 FRANKLIN NC 28744 gap property: yes
249 CLYDE ST 249 CLYDE ST 6595441388 ELECTRIC,PUB WATER,PUB SEWERCLYDE ST RESIDENTIAL 3 5.39 JERRY PORTER LLC P O BOX 60 FRANKLIN NC 28744
465 TOWN MTN DR 465 TOWN MTN DR 6595442001 ELECTRIC,PUB WATER,PUB SEWERLOT 9 TOWN MTN EST RESIDENTIAL 1 0.52 MCCORMICK, LISA BETH PO BOX 8805 SEMINOLE FL 33775
281 CLYDE ST 281 CLYDE ST 6595442118 ELECTRIC,PUB WATER,PUB SEWERCLYDE ST RESIDENTIAL 3 0.26 JERRY PORTER LLC P O BOX 60 FRANKLIN NC 28744 Per Town of Franklin
281 CLYDE ST 281 CLYDE ST 6595442118 ELECTRIC,PUB WATER,PUB SEWERCLYDE ST RESIDENTIAL 3 0.26 JERRY PORTER LLC P O BOX 60 FRANKLIN NC 28744 gap property
277 CLYDE ST 277 CLYDE ST 6595442181 ELECTRIC,PUB WATER,PUB SEWERCLYDE ST RESIDENTIAL 0 0.23 JERRY PORTER LLC P O BOX 60 FRANKLIN NC 28744 Per Town of Franklin
277 CLYDE ST 277 CLYDE ST 6595442181 ELECTRIC,PUB WATER,PUB SEWERCLYDE ST RESIDENTIAL 0 0.23 JERRY PORTER LLC P O BOX 60 FRANKLIN NC 28744 gap property
95 JANELLE ST 95 JANELLE ST 6595444279 ELECTRIC,PUB WATER,PUB SEWERLOT 7 CLYDE SANDERS PROP RESIDENTIAL 1 0.25 STEWART, MICHAEL 94 E MAIN ST FRANKLIN NC 28734
119 JANELLE ST 119 JANELLE ST 6595444367 ELECTRIC,PUB WATER,PUB SEWERLOT 9 CLYDE SANDERS PROP RESIDENTIAL 2 0.19 ISAACSON, CARL R JR 119 JANELLE STREET FRANKLIN NC 28734
135 JANELLE ST 135 JANELLE ST 6595444473 ELECTRIC,WATER,SEPTIC LOT 10 CLYDE SANDERS PROP JANELLE STREET RESIDENTIAL 3 0.22 LEE, JACQUELINE IRENE 135 JANELLE ST FRANKLIN NC 28734 Per Town of Franklin
65 JANELLE ST 65 JANELLE ST 6595445177 ELECTRIC,PUB WATER,PUB SEWERLOT 5 CLYDE SANDERS PROP RESIDENTIAL 1 0.22 WOODRUFF, RICHARD D 2098 FLOWERS DR FT MYERS FL 33907
79 JANELLE ST 79 JANELLE ST 6595445212 ELECTRIC,PUB WATER,PUB SEWERLOT 6 CLYDE SANDERS PROP RESIDENTIAL 1 0.19 CASTILLO, MELANIE R 46 APGAR RD CANDLER NC 28715-9148
35 JANELLE ST 35 JANELLE ST 6595446093 ELECTRIC,PUB WATER,PUB SEWERLOT 3 CLYDE SANDERS PROP RESIDENTIAL 2 0.27 WURSTER, CANDY KATHLEEN 3808 WALNUT CREEK ROAD FRANKLIN NC 28734
47 JANELLE ST 47 JANELLE ST 6595446141 ELECTRIC,PUB WATER,PUB SEWERLOT 4 CLYDE SANDERS PROPERTY RESIDENTIAL 1 0.17 ESCOTT, CHARLES D 1365 MONARCH CIRCLE NAPLES FL 33999
80 GRANDVIEW ST 80 GRANDVIEW ST 6595446199 ELECTRIC,SEPTIC,WATER LOT 4 CLYDE SANDERS PROP RESIDENTIAL 1 0.18 PIPPIO, BEVERLY J 80 GRANDVIEW DRIVE FRANKLIN NC 28734 Per Town of Franklin
1895 Lakeside Dr 1895 Lakeside Dr 6595446525 ELECTRIC,WATER,SEPTIC RD 1324 RESIDENTIAL 2 4.11 HEMPHILL, WILLIAM T 7436 DANA LIN CIR N FT MYERS FL 33917 Per Town of Franklin
38 GRANDVIEW DR 38 GRANDVIEW DR 6595447083 ELECTRIC,PUB WATER,PUB SEWERLOT 1 CLYDE SANDERS PROPERTY RESIDENTIAL 2 0.25 KOENIG, RICHARD G 129 SILVER SPRUCE LN FRANKLIN NC 28734
76 GRANDVIEW DR 76 GRANDVIEW DR 6595447162 ELECTRIC,WATER,SEPTIC LOT 2 CLYDE SANDERS PROP RESIDENTIAL 1 0.28 KENT, ARTHUR S TRUSTEE 172 AMBER LANE FRANKLIN NC 28734
84 GRANDVIEW DR 84 GRANDVIEW DR 6595447290 ELECTRIC,WATER,SEPTIC LOT 3 CLYDE SANDERS PROP RESIDENTIAL 1 0.21 MARTINEZ, OSCAR G & LIDIA Z PO BOX 843 FRANKLIN NC 28744
124 GRANDVIEW DR 124 GRANDVIEW DR 6595447481 ELECTRIC,WATER,SEPTIC OFF LAKE EMORY RD RESIDENTIAL 2 0.15 MICHAUD, PATRICIA A 811 NE 45TH PLACE OCALA FL 34479
0 LAKESIDE DR 0 LAKESIDE DR 6595447503 ELECTRIC S R 1324 RESIDENTIAL 0 0.02 BISHOP, THOMAS BELTON 106 CHERRY ST FRANKLIN NC 28734-2724 gap property
0 LAKESIDE DR 0 LAKESIDE DR 6595447556 ELECTRIC S R 1324 RESIDENTIAL 0 0.04 JOCKERS, BARBARA 1997 LAKESIDE DRIVE FRANKLIN NC 28734 attached to property below
1997 LAKESIDE DR 1997 LAKESIDE DR 6595447561 ELECTRIC,WATER,SEPTIC S R 1324 RESIDENTIAL 2 0.28 JOCKERS, BARBARA 1997 LAKESIDE DRIVE FRANKLIN NC 28734
1983 LAKESIDE DR 1983 LAKESIDE DR 6595447633 ELECTRIC,WATER,SEPTIC S R 1324 RESIDENTIAL 2 0.35 RAINES, MORRIS 1983 LAKEY CREEK RD FRANKLIN NC 28734
53 GRANDVIEW DR 53 GRANDVIEW DR 6595448090 ELECTRIC,PUB SEWER,PUB WATERLOT 4 GRANDVIEW EST RESIDENTIAL 1 0.29 MIDDLEMISS, CANDY 1819 CHURCH HILL DOWNS CIRCLE OAKDALE CA 95361
2031 LAKESIDE DR 2031 LAKESIDE DR 6595448455 ELECTRIC,WATER,SEPTIC S R 1324 RESIDENTIAL 1 0.33 HURSEY, RYAN STEPHEN 2031 LAKESIDE DR FRANKLIN NC 28734
1980 LAKESIDE DR 1980 LAKESIDE DR 6595448719 ELECTRIC,WATER,SEPTIC RD 1324 RESIDENTIAL 2 0.4 STAMEY, JACK & FLORENCE 427 W COVENTRY DRIVE FRANKLIN NC 28734
0 GRANDVIEW EST 0 GRANDVIEW EST 6595449130 ELECTRIC,PUB WATER,PUB SEWERLOT 3 GRANDVIEW EST RESIDENTIAL 0 0.31 MIDDLEMISS, CANDY 1819 CHURCH HILL DOWNS CIRCLE OAKDALE CA 95361
91 GRANDVIEW DR 91 GRANDVIEW DR 6595449240 ELECTRIC,PUB WATER,PUB SEWERLOT 2 GRANDVIEW ST COMMERCIAL 1 0.33 MELLOTT, ARDEN WILLIS, JR 203 WALNUT COVE ROAD FRANKLIN NC 28734
115 GRANDVIEW DR 115 GRANDVIEW DR 6595449322 ELECTRIC,PUB WATER,PUB SEWERRD 1324 RESIDENTIAL 3 0.5 MCMILLAN, CARL E & BETTY J P O BOX 855 FRANKLIN NC 28734
2054 LAKESIDE DR 2054 LAKESIDE DR 6595449623 ELECTRIC,WATER,SEPTIC RD 1324 E FRANKLIN RESIDENTIAL 3 1 MCDANIEL, GARY LYNN SR 61 MCDANIEL DR FRANKLIN NC 28734 Per Town of Franklin
1950 LAKESIDE DR 1950 LAKESIDE DR 6595458093 ELECTRIC,WATER,SEPTIC TILLEY LAND RD 1324 EXEMPT 2 2.77 MACON COUNTY 5 WEST MAIN STREET FRANKLIN NC 28734
197 VINE DR 197 VINE DR 6595459866 ELECTRIC,WATER,SEPTIC OFF LAKE EMORY RD RESIDENTIAL 1 2 BATEMAN, JAMES E 197 VINE DR FRANKLIN NC 28734
0 TULIP LN 0 TULIP LN 6595468543 ELECTRIC OFF RD 1325 RIVERBEND RESIDENTIAL 0 13.5 PRUETT, THOMAS B JR 241 TAYLOR TRACE FRANKLIN NC 28734 should probably buy for buffer
0 LAKE EMORY RD 0 LAKE EMORY RD 6595488984 ELECTRIC RD 1326 RESIDENTIAL 0 0.95 BURNETTE, TED W & RUTH A 1132 LK EMORY RD FRANKLIN NC 28734 attached to #659590155
157 PANNELL LN 157 PANNELL LN 6595489240 ELECTRIC,WATER,SEPTIC RD 1326 RESIDENTIAL 1 0.86 COLLIER, J D 160 RADIO HILL RD FRANKLIN NC 28734
221,225,233 PANNELL LN 221,225,233 PANNELL LN 6595489433 ELECTRIC,WATER,SEPTIC LOT 1 CARL SHEPHERD PROPERTY RESIDENTIAL 3 1.45 SHEPHERD, CARL LIFE EST 1060 LK EMORY RD FRANKLIN NC 28734 PWS Per Owner
0 LAKE EMORY RD 0 LAKE EMORY RD 6595489751 ELECTRIC,WATER,SEPTIC LOT 3 CARL SHEPHERD PROPERTY RESIDENTIAL 1 1.87 SHEPHERD, CARL LIFE EST 1060 LK EMORY RD FRANKLIN NC 28734 PWS Per Owner
0 ON RD 1432 0 ON RD 1432 6595490614 ELECTRIC LOT 7 BLK B RIVERBEND RESIDENTIAL 0 0.9 BROWN, VICTOR M.16495 MARIPOSA CIRCLE N PEMBROOK PINES FL 33331
0 ON RD 1337 0 ON RD 1337 6595490855 ELECTRIC LOT 6 BLK B RIVERBEND EST RESIDENTIAL 0 0.51 MILLER, WM D & DEBORAH B 4520 S. FERNCROFT CIRCLE TAMPA FL 33629-4248
823 LAKESHORE DR 823 LAKESHORE DR 6595490937 ELECTRIC,WATER,SEPTIC LOT 5 BLK B RIVERBEND EST RESIDENTIAL 1 0.34 RODRIGO, ALEJANDRO JAVIER 9370 SW 125 TERRACE MIAMI FL 33176 Riverbend Purchased Water System
0 OAK VALLEY DR 0 OAK VALLEY DR 6595495002 WATER,ELECTRIC,SEPTIC RIVERBEND RESIDENTIAL 4 0.8 CASSADA, RALPH JR & JUNE 42 CASSADA DR FRANKLIN NC 28734 Per Town of Franklin
360 PANNELL LN 360 PANNELL LN 6595495196 ELECTRIC,WATER,SEPTIC END OF SR 1326 MILLER ROAD RESIDENTIAL 4 1.76 CASSADA, RALPH JR & JUNE 42 CASSADA DR FRANKLIN NC 28734 Per Town of Franklin
106 DELIA DR 106 DELIA DR 6595497488 ELECTRIC,WATER,SEPTIC OFF RD 1325 RESIDENTIAL 1 2.75 WALDROOP, SUE POTTS 478 HOLLY SPRINGS CHURCH RD FRANKLIN NC 28734 Per Town of Franklin
1222 LAKE EMORY RD 1222 LAKE EMORY RD 6595497926 ELECTRIC,PUB WATER,SEPTIC Winfred Rodeffer RESIDENTIAL 1 2.83 RODEFFER, WINFRED M JR 213 MACLOR FOREST HGHTS ROAD FRANKLIN NC 28734 County connected
0 PANNELL LN 0 PANNELL LN 6595498027 ELECTRIC LAKE EMORY RD RESIDENTIAL 0 3 ELLIOTT, DEWEY & ESTELEEN 189 CLASSIC DR FRANKLIN NC 28734
1222 LAKE EMORY RD 1222 LAKE EMORY RD 6595499623 ELECTRIC,WATER,SEPTIC Yvonne Rogers RESIDENTIAL 1 0.8 ROGERS, YVONNE CABE 1222 LAKE EMORY RD FRANKLIN NC 28734 County connected
297 WATAUGA ST 297 WATAUGA ST 6595530157 ELECTRIC,PUB WATER,PUB SEWERWATAUGA ST RESIDENTIAL 1 0.15 WILLIAMSON, ALTON EMERSON 297 WATAUGA ST FRANKLIN NC 28734
0 WATAUGA ST 0 WATAUGA ST 6595530361 ELECTRIC,PUB WATER,PUB SEWERON WATAUGA ST COMMERCIAL 1 0.52 GILLESPIE, KARL E.860 CORBIN RD FRANKLIN NC 28734 Per Town of Franklin
100 TRACES PL 100 TRACES PL 6595530410 ELECTRIC,PUB WATER,PUB SEWEROFF CLYDE ST RESIDENTIAL 0 0.19 GILLESPIE, JANET TAYLOR 860 CORBIN RD FRANKLIN NC 28734
80 TRACES PL 80 TRACES PL 6595530543 ELECTRIC,PUB WATER,PUB SEWERTRACT 2 PLT CRD 4580 & 7233 COMMERCIAL 1 0.74 HOLLAND, DONALD WESLEY 3488 BRYSON CITY RD FRANKLIN NC 28734-4316 Vacant - PWS Per Owner
2123 LAKESIDE DR 2123 LAKESIDE DR 6595530687 ELECTRIC,PUB WATER,PUB SEWERLOT 5 LAUREL FALLS DEVELOPMENT COMMERCIAL 1 0.58 UIRC-GSA FRANKLIN NC, LLC ATTN S.BISMARCK BRACKETT 15700 W 103RD ST LEMONT IL 60439 Per Town of Franklin
2123 LAKESIDE DR 2123 LAKESIDE DR 6595530865 ELECTRIC,PUB WATER,PUB SEWERLOT 6 LAUREL FALLS DEVELOPMENT COMMERCIAL 0 1.1 UIRC-GSA FRANKLIN NC, LLC ATTN S.BISMARCK BRACKETT 15700 W 103RD ST LEMONT IL 60439 Per Town of Franklin
976 E MAIN ST 976 E MAIN ST 6595531016 ELECTRIC,PUB SEWER,PUB WATERGARAGE COMMERCIAL 3 0.6 MCGAHA, DANIEL R 976 EAST MAIN STREET FRANKLIN NC 28734
313 WATAUGA ST 313 WATAUGA ST 6595531169 ELECTRIC,PUB WATER,PUB SEWERON WATAUGA ST COMMERCIAL 1 0.25 MARTIN, WILLIAM (BILL)28 GUFFIE ROAD FRANKLIN NC 28734
344 WATAUGA ST 344 WATAUGA ST 6595531379 ELECTRIC,PUB WATER,PUB SEWERON WATAUGA ST COMMERCIAL 1 0.56 HOLLAND, BRUCE 2556 FULTON ROAD FRANKLIN NC 28734
0 E MAIN ST 0 E MAIN ST 6595532138 ELECTRIC,PUB SEWER,PUB WATERON HWY 23/LAKE EMORY ROAD COMMERCIAL 0 0.05 SANTA'S LAND INC 571 WOLFTOWN RD CHEROKEE NC 28719 Billboard
1010 E MAIN ST 1010 E MAIN ST 6595532266 ELECTRIC,PUB WATER,PUB SEWERCORNER E MAIN & LAKE EMORY COMMERCIAL 2 0.59 QUAGLIATO, THOMAS 426 PORTER STREET FRANKLIN NC 28734 Per Town of Franklin
30 LAKE EMORY RD 30 LAKE EMORY RD 6595532484 ELECTRIC,PUB WATER,PUB SEWERCOMMUNITY LAUNDROMAT COMMERCIAL 2 0.57 HERRIN COMMUNITIES INC 230 WAYSIDE STREET CORNELIA GA 30531
36 LAKE EMORY RD 36 LAKE EMORY RD 6595532586 ELECTRIC,PUB WATER,PUB SEWERLOT 1 LAUREL FALLS DEVELOPMENT COMMERCIAL 3 0.94 HARRISON, ROBERT GLENN PO BOX 1295 FRANKLIN NC 28744
0 LAKE EMORY RD 0 LAKE EMORY RD 6595532795 ELECTRIC,PUB WATER,PUB SEWERLOT 2 LAUREL FALLS DEVELOPMENT COMMERCIAL 0 1.44 LAUREL FALLS DEVELOPMENT COMPANY LLC 1 SOMERSET COURT AUGUSTA GA 30909
0 LAKE EMORY RD 0 LAKE EMORY RD 6595533928 ELECTRIC,PUB WATER,PUB SEWERLOT 3 LAUREL FALLS DEVELOPMENT COMMERCIAL 0 1.26 LAUREL FALLS DEVELOPMENT COMPANY LLC 1 SOMERSET COURT AUGUSTA GA 30909
29 LAKE EMORY RD 29 LAKE EMORY RD 6595534494 ELECTRIC,PUB WATER,PUB SEWERLAKE EMORY ROAD EXEMPT 1 0.5 BETHELEHEM BAPTIST CHURCH C/O WADE BURGESS LAKE EMORY ROAD FRANKLIN NC 28734 Per Town of Franklin
1021 E MAIN ST 1021 E MAIN ST 6595535126 ELECTRIC,PUB WATER,PUB SEWERGOODER GRAFIX COMMERCIAL 2 0.73 SANDERS, JOSEPH R TRUSTEE PO BOX 423 FRANKLIN NC 28734
39 LAKE EMORY 39 LAKE EMORY 6595535503 ELECTRIC,PUB WATER,PUB SEWERRD 1325 COMMERCIAL 0 0.15 VERRAN, JAMES H 208 QUAIL RIDGE TRL FRANKLIN NC 28734
81 LAKE EMORY RD 81 LAKE EMORY RD 6595535733 ELECTRIC,PUB WATER,PUB SEWERROAD 1325 LAKE EMORY ROAD COMMERCIAL 3 0.4 MCCALL, JOHN CURTIS & NANCY 475 SAINT JOHNS CHURCH ROAD FRANKLIN NC 28734-1059
1081 E MAIN ST 1081 E MAIN ST 6595536393 ELECTRIC,PUB WATER,PUB SEWERON HWY 23 COMMERCIAL 3 0.36 HOLLAND, REGINALD BRUCE JR 314 HUNTERS TRAIL FRANKLIN NC 28734
1078 E MAIN ST 1078 E MAIN ST 6595536510 ALL E FRANKLIN COMMERCIAL 4 0.46 1708 EAST MAIN STREET LLC 466 JACOBS BRANCH RD FRANKLIN NC 28734 Per Town of Franklin
1108 E MAIN ST 1108 E MAIN ST 6595536655 ELECTRIC,PUB WATER,PUB SEWERLH FROM ALLIGOOD,T & GORDON,K LEASEHOLD TO 98-11414 - HOWARD HAITHCOCKCOMMERCIAL 3 1.26 NICKERSON, PAUL 563 CAT CREEK RD FRANKLIN NC 28734 3 Bldings on PWS, car wash on well
1111 E MAIN ST 1111 E MAIN ST 6595538335 ELECTRIC,PUB WATER,PUB SEWERSTAMEYS CAFE COMMERCIAL 2 0.48 SISTERS LLC 44 CEDAR ESTATES RD FRANKLIN NC 28734
0 EAST MAIN ST 0 EAST MAIN ST 6595539454 ALL VACANT LOT COMMERCIAL 0 0.23 MOORE, FRANCES FISHER C/O NANCY PATTON PO BOX 638 FRANKLIN NC 28744
1150 E MAIN ST 1150 E MAIN ST 6595539605 ALL EAST FRANKLIN HWY 441-23 EXEMPT 2 0.77 FIRST ASSEMBLY OF GOD CHURCH HWY 441-23 NORTH (E FRANKLIN) FRANKLIN NC 28734
0 LAKE EMORY RD 0 LAKE EMORY RD 6595540095 ELECTRIC,PUB WATER,PUB SEWERLOT 7 LAUREL FALLS DEVELOPMENT COMMERCIAL 0 1.25 LAUREL FALLS DEVELOPMENT COMPANY LLC 1 SOMERSET COURT AUGUSTA GA 30909
2058 LAKESIDE DR 2058 LAKESIDE DR 6595540522 ELECTRIC OFF RD 1325 RESIDENTIAL 0 0.19 MCDANIEL, GARY LYNN SR 61 MCDANIEL DR FRANKLIN NC 28734 Driveway to: 6595449623
43&61 MCDANIEL DR 43&61 MCDANIEL DR 6595540831 ELECTRIC,WATER,SEPTIC LOT 6 GEORGE BATEMAN ESTATE RESIDENTIAL 2 2 MCDANIEL, GARY LYNN SR 61 MCDANIEL DR FRANKLIN NC 28734 One meter to both houses?
2059 LAKESIDE DR 2059 LAKESIDE DR 6595541217 ELECTRIC,PUB SEWER,PUB WATERSR 1324 EXEMPT 1 1.5 EAST FRANKLIN BAPTIST CHURCH GEN DEL FRANKLIN NC 28734 Per Town of Franklin
2060 LAKESIDE DR 2060 LAKESIDE DR 6595541501 ELECTRIC,PUB SEWER,PUB WATERLOT 1 GEORGE BATEMAN EST RESIDENTIAL 1 0.45 SWAFFORD, MILDRED 2060 LAKESIDE DRIVE FRANKLIN NC 28734
2070 LAKESIDE DR 2070 LAKESIDE DR 6595542743 ELECTRIC,PUB SEWER,PUB WATERLOT 5 GEORGE BATEMAN EST RESIDENTIAL 3 2.54 CHEEK, DAVID ALAN 2070 LAKESIDE DR FRANKLIN NC 28734
0 LAKE EMORY RD 0 LAKE EMORY RD 6595543240 ELECTRIC,PUB WATER,PUB SEWERLOT 4 LAUREL FALLS DEVELOPMENT COMMERCIAL 0 1.21 LAUREL FALLS DEVELOPMENT COMPANY LLC 1 SOMERSET COURT AUGUSTA GA 30909
2106 LAKESIDE DR 2106 LAKESIDE DR 6595543424 ELECTRIC,PUB SEWER,PUB WATERLAKE EMORY RD RESIDENTIAL 1 1.07 BATEMAN, GEORGE JR EST & ET ALS C/O CYNTHIA CHEEK 2070 LAKESIDE DR FRANKLIN NC 28734
234 LAKE EMORY RD 234 LAKE EMORY RD 6595544537 ELECTRIC,PUB SEWER,PUB WATERLOT 3 GEORGE BATEMAN EST COMMERCIAL 2 0.42 BATEMAN, WILLIAM T & CAROLYN 128 ROZETA GAP DR FRANKLIN NC 28734
0 LAKE EMORY RD 0 LAKE EMORY RD 6595544740 ELECTRIC,PUB SEWER,PUB WATERLOT 4A GEORGE BATEMAN ESTATE RESIDENTIAL 1 0.32 WIKE, ROBERT LEE C/O SWAIN COLLISON 268 LAKE EMORY RD FRANKLIN NC 28734 Per Town of Franklin
0 LAKE EMORY RD 0 LAKE EMORY RD 6595544749 ELECTRIC,PUB WATER,PUB SEWERPT OF LOT 4 GEORGE BATEMAN ESTATE COMMERCIAL 0 0.16 CHEEK, DAVID 2070 LAKESIDE DRIVE FRANKLIN NC 28734 Swain Collision
298 LAKE EMORY RD 298 LAKE EMORY RD 6595544857 ELECTRIC,PUB WATER,PUB SEWERLOT 4B2 AGRICULTURE 1 0.32 CHEEK, DAVID 2070 LAKESIDE DRIVE FRANKLIN NC 28734
191/173 LAKE EMORY RD 191/173 LAKE EMORY RD 6595545293 ELECTRIC,PUB SEWER,PUB WATERRD 1325 RESIDENTIAL 2 0.83 WALDROOP, JAMES W 478 HOLLY SPRINGS CHURCH ROAD FRANKLIN NC 28734
54 LAKE EMORY RD 54 LAKE EMORY RD 6595547010 ELECTRIC,PUB WATER,PUB SEWEREAST FRANKLIN SEVERAL LEASEHOLDS - MAPLES M/H PARKRESIDENTIAL 3 4.25 WALDROOP, MARY SUE POTTS 478 HOLLY SPRINGS CHURCH RD FRANKLIN NC 28734
110 BEVERLY DR 110 BEVERLY DR 6595547555 ELECTRIC,PUB SEWER,PUB WATERRD 1325 SEVERAL LEASEHOLDS - DOGWOOD M/H PARK\RESIDENTIAL 2 4.38 WOMACK, DARRYL 6241 MAIN ST LULA GA 30554 PWS Per Owner
61 DOG GONE CIR 61 DOG GONE CIR 6595549959 ELECTRIC,PUB WATER,SEPTIC EAST FRANKLIN RD 1325 RESIDENTIAL 8 7.75 NAVARRE, JOAN E 28835 SW 162ND AVENUE LEISURE CITY FL 33033 Per Town of Franklin
176 VINE DR 176 VINE DR 6595551402 ELECTRIC,WATER,SEPTIC RESIDENTIAL 4 2 STEGALL, LAUNA LIFE ESTATE 176 VINE DRIVE FRANKLIN NC 28734
0 LAKE EMORY RD 0 LAKE EMORY RD 6595552038 ELECTRIC LOT 7 GEORGE BATEMAN ESTATE RESIDENTIAL 0 1.79 CHEEK, DAVID 2070 LAKESIDE DRIVE FRANKLIN NC 28734
172 VINE DR 172 VINE DR 6595552526 ELECTRIC,WATER,SEPTIC OFF SR 1325 RESIDENTIAL 1 0.99 LOY, BRIAN C 242 HIGHLANDS RD FRANKLIN NC 28734
94 VINE DR 94 VINE DR 6595553298 ELECTRIC,WATER,SEPTIC LAKE SIDE DR & LAKE EMORY RESIDENTIAL 4 1.99 RABY, KEVIN W 85 RABY ROAD FRANKLIN NC 28734 Two homes
0 VINE DR 0 VINE DR 6595553647 ELECTRIC OFF RD 1325 LAKE EMORY RD RESIDENTIAL 0 0.48 STEGALL, LEE ROY 770 HARBOR BAY DRIVE ATLANTA GA 30045-6596 farm structures?
0 VINE DR 0 VINE DR 6595553913 ELECTRIC LOTS 1 & 2 RESIDENTIAL 0 4.01 BATEMAN, HUBERT E JR & JO ANN 115 EDDIE BATEMAN DR FRANKLIN NC 28734
0 LAKE EMORY RD 0 LAKE EMORY RD 6595554063 ELECTRIC,PUB WATER,PUB SEWERPT OF LOT 4 GEORGE BATEMAN EST RESIDENTIAL 0 0.81 CHEEK, DAVID 2070 LAKESIDE DRIVE FRANKLIN NC 28734
101 VINE DR 101 VINE DR 6595554506 ELECTRIC,WATER,SEPTIC OFF RD 1325 LAKE EMORY RD RESIDENTIAL 1 0.5 BATEMAN, HOWARD G.101 VINE DR FRANKLIN NC 28734
436 LAKE EMORY RD 436 LAKE EMORY RD 6595555540 ELECTRIC,WATER,SEPTIC RD 1325 RESIDENTIAL 1 1.84 SHULER, JAMES L 436 LAKE EMORY RD FRANKLIN NC 28734
0 LAKE EMORY RD 0 LAKE EMORY RD 6595555870 ELECTRIC RD 1325 RESIDENTIAL 0 1.02 PANGLE, FRANK N & SHERRY H 54 HOUSTON GAP RD FRANKLIN NC 28734
144 BLUEBERRY HILL DR 144 BLUEBERRY HILL DR 6595561177 ELECTRIC,WATER,SEPTIC LAKE EMORY RD RESIDENTIAL 1 2.25 HUNTER, WALTER C & TERESA 936 JACOBS BRANCH RD FRANKLIN NC 28734
0 LAKE EMORY RD 0 LAKE EMORY RD 6595561776 ALL LAKE EMORY RD RESIDENTIAL 0 0.06 PRUETT, THOMAS B & CARMELLA 55 TULIP LN FRANKLIN NC 28734 gap property w/:6595563953
55 BLUEBERRY HILL DR 55 BLUEBERRY HILL DR 6595563645 ELECTRIC,WATER,SEPTIC LAKE EMORY RD RESIDENTIAL 5 2.18 PRUETT, THOMAS B & CARMELLA 55 TULIP LN FRANKLIN NC 28734
19,68,70 TULIP LN 19,68,70 TULIP LN 6595563953 ELECTRIC,PUB WATER,SEPTIC LAKE EMORY RD RESIDENTIAL 2 3 PRUETT, THOMAS B & CARMELLA 55 TULIP LN FRANKLIN NC 28734
12 BLUEBERRY HILL DR 12 BLUEBERRY HILL DR 6595564475 ELECTRIC,WATER,SEPTIC LAKE EMORY RD RESIDENTIAL 2 2.2 ARGUETA, OSCAR VANEGAS 12 BLUEBERRY HILL DR FRANKLIN NC 28734
508 LAKE EMORY RD 508 LAKE EMORY RD 6595566117 ELECTRIC,WATER,SEPTIC RD 1325 RESIDENTIAL 1 2.86 PANGLE, THOMAS HARRY JR & BRENDA 508 LAKE EMORY RD FRANKLIN NC 28734
711 LAKE EMORY RD 711 LAKE EMORY RD 6595567730 ELECTRIC,WATER,SEPTIC RD 1325 RESIDENTIAL 2 1 TALLENT, ANNIE BURNETTE 711 LAKE EMORY RD FRANKLIN NC 28734
0 LAKE EMORY RD 0 LAKE EMORY RD 6595567940 ELECTRIC LAKE EMORY ROAD RESIDENTIAL 0 0.75 BALDWIN, BILL & PEGGY 715 LAKE EMORY ROAD FRANKLIN NC 28734 gap property ?
719 LAKE EMORY RD 719 LAKE EMORY RD 6595567999 ELECTRIC,WATER,SEPTIC ON RD 1325 RESIDENTIAL 2 0.89 HARTSELL, ROBERT EUGENE 69 LAKEVIEW DR FRANKLIN NC 28734
715 LAKE EMORY RD 715 LAKE EMORY RD 6595568749 ELECTRIC,WATER,SEPTIC LAKE EMORY ROAD RESIDENTIAL 1 0.6 BALDWIN, BILL & PEGGY 715 LAKE EMORY ROAD FRANKLIN NC 28734 above Rob Hartsell
0 LAKE EMORY RD 0 LAKE EMORY RD 6595569942 ELECTRIC LAKE EMORY ROAD RESIDENTIAL 0 0.75 GRIBBLE, KAREN 715 LAKE EMORY RD FRANKLIN NC 28734 house above on this property
55 TULIP LN 55 TULIP LN 6595571272 ELECTRIC,WATER,SEPTIC LAKE EMORY RD AGRICULTURE 1 2 PRUETT, THOMAS B & CARMELLA 55 TULIP LN FRANKLIN NC 28734 Not on water list, but he has PWS, also well on property for livestock
0 PANNELL LANE 0 PANNELL LANE 6595573825 ELECTRIC S R 1326 RESIDENTIAL 0 0.18 PANNELL, ROBERT ALAN & BETTY C 69 PANNELL LN FRANKLIN NC 28734 gap propeerty
97 PANNELL LN 97 PANNELL LN 6595573967 ELECTRIC,WATER,SEPTIC ON S R 1326 RESIDENTIAL 1 1.09 PANNELL, KENNETH D 97 PANNELL LANE FRANKLIN NC 28734
754 LAKE EMORY RD 754 LAKE EMORY RD 6595574122 ELECTRIC,WATER,SEPTIC LAKE EMORY ROAD RESIDENTIAL 2 0.5 RICE, RALPH C 754 LAKE EMORY RD FRANKLIN NC 28734
790 LAKE EMORY RD 790 LAKE EMORY RD 6595574368 ELECTRIC,WATER,SEPTIC ROAD 1325 RESIDENTIAL 1 1.36 HENRY, BRENDA GAYE 790 LAKE EMORY RD FRANKLIN NC 28734
1820&1824 LAKESIDE DR 1820&1824 LAKESIDE DR 6595574551 ELECTRIC,SEPTIC,WATER RIVERBEND RD 1326 EXEMPT 1 0.7 MACON COUNTY 5 WEST MAIN STREET FRANKLIN NC 28734 transit parking
29 PANNELL LN 29 PANNELL LN 6595574688 ELECTRIC,WATER,SEPTIC RD 1326 RESIDENTIAL 1 0.4 INMAN, JUNE 4058 OLD HWY 5 S ELLIJAY GA 30540
69 PANNELL LN 69 PANNELL LN 6595574739 ELECTRIC,WATER,SEPTIC RD 1326 RESIDENTIAL 1 0.46 PANNELL, ROBERT ALAN & BETTY C 69 PANNELL LN FRANKLIN NC 28734
0 PANNELL LN 0 PANNELL LN 6595574817 ELECTRIC ROAD 1325 RESIDENTIAL 0 0.25 PANNELL, ROBERT ALAN & BETTY C 69 PANNELL LN FRANKLIN NC 28734 gap property w/6595574739
746 LAKE EMORY RD 746 LAKE EMORY RD 6595575210 ELECTRIC,WATER,SEPTIC ON RD 1325 RIVERBEND RESIDENTIAL 2 1 RICE, LINDA SANDERS 754 LAKE EMORY RD FRANKLIN NC 28734 Multiple Dwellings
733 LAKE EMORY RD 733 LAKE EMORY RD 6595577175 ELECTRIC,WATER,SEPTIC LAKE EMORY RD COMMERCIAL 1 0.7 D A DODGE LLC PO BOX 605 FRANKLIN NC 28744
787 LAKE EMORY RD 787 LAKE EMORY RD 6595577344 ELECTRIC,WATER,SEPTIC RD 1325 RESIDENTIAL 3 0.8 TIMMONS, DEANNA M 119 HIDDEN VALLEY DR FRANKLIN NC 28734
847 LAKE EMORY RD 847 LAKE EMORY RD 6595577489 ELECTRIC,WATER,SEPTIC RD 1325 RIVERBEND RESIDENTIAL 2 1.25 SANDERS, VICTOR LEE 847 LAKE EMORY RD FRANKLIN NC 28734
0 LAKE EMORY RD 0 LAKE EMORY RD 6595577659 ELECTRIC ON STATE ROAD 1325 EXEMPT 3 1.5 STATE OF NORTH CAROLINA GEN DEL FRANKLIN NC 28734 Per Town of Franklin
909 LAKE EMORY RD 909 LAKE EMORY RD 6595578864 ELECTRIC,WATER,SEPTIC LAKE EMORY RD - SHELTERED WORKSHOP EXEMPT 6 5.54 MACON CITIZENS FOR THE HANDICAPPED, INC.P.O. BOX 605 FRANKLIN NC 28734
725 LAKE EMORY RD 725 LAKE EMORY RD 6595579183 ELECTRIC,WATER,SEPTIC LAKE EMORY RD RESIDENTIAL 2 1.28 LYONS PROPERTIES LLC 98 CIRCLE TRACE FRANKLIN NC 28734 Per Town of Franklin
791 LAKE EMORY RD 791 LAKE EMORY RD 6595579353 ELECTRIC,WATER,SEPTIC LAKE EMORY RD RESIDENTIAL 2 1.5 DAY, MIRIAM MARIE 791 LAKE EMORY ROAD FRANKLIN NC 28734
57 MUSTANG LN 57 MUSTANG LN 6595580390 ELECTRIC ROAD 1326 RESIDENTIAL 4 1 SHEPHERD, GARRY DALE 35 CLIFF DALRYMPLE ROAD FRANKLIN NC 28734 PWS Per Owner
0 LAKE EMORY RD 0 LAKE EMORY RD 6595580507 ELECTRIC,WATER,SEPTIC LOT 2 CARL SHEPHERD RESIDENTIAL 3 1.72 SHEPHERD, CARL LIFE EST 1060 LK EMORY RD FRANKLIN NC 28734 PWS Per Owner
1094 LAKE EMORY RD 1094 LAKE EMORY RD 6595580971 ELECTRIC,WATER,SEPTIC LOT 4 CARL SHEPHERD PROPERTY RESIDENTIAL 2 0.97 SHEPHERD, CARL LIFE EST 1060 LK EMORY RD FRANKLIN NC 28734
133 PANNELL LN 133 PANNELL LN 6595581058 ELECTRIC,WATER,SEPTIC LAKE EMORY RESIDENTIAL 1 1 PASSMORE, JAMIE HOWARD P.O. BOX 2183 FRANKLIN NC 28744
956 LAKE EMORY RD 956 LAKE EMORY RD 6595582392 ELECTRIC,WATER,SEPTIC ROAD 1325 RESIDENTIAL 1 0.63 SHEPHERD, GARRY DALE 35 CLIFF DALRYMPLE ROAD FRANKLIN NC 28734
26 MUSTANG LN 26 MUSTANG LN 6595582443 ELECTRIC,WATER,SEPTIC LAKE EMORY RESIDENTIAL 3 0.69 DILLS, PAUL & DOROTHY S 26 MUSTANG LN FRANKLIN NC 28734
1060 LAKE EMORY RD 1060 LAKE EMORY RD 6595582724 ELECTRIC,WATER,SEPTIC LOT 5 CARL SHEPHERD PROPERTY RESIDENTIAL 4 1.42 SHEPHERD, CARL LIFE EST 1060 LK EMORY RD FRANKLIN NC 28734
940 LAKE EMORY RD 940 LAKE EMORY RD 6595583146 ELECTRIC,WATER,SEPTIC RD 1325 RESIDENTIAL 2 0.8 MOUNTAIN MAGIC 1, LIMITED LIABILITY COMPANY PO BOX 1861 FRANKLIN NC 28744 Vacant apartment bldg.
991 LAKE EMORY RD 991 LAKE EMORY RD 6595585562 ELECTRIC,WATER,SEPTIC LAKE EMORY COMMERCIAL 1 1.36 SLAGLE, RONALD PAUL 991 LAKE EMORY RD FRANKLIN NC 28734 Tap provided by County ?
0 LAKE EMORY RD 0 LAKE EMORY RD 6595587461 ELECTRIC LAKE EMORY COMMERCIAL 0 2.56 SLAGLE, RONALD PAUL 991 LAKE EMORY RD FRANKLIN NC 28734 junk yard storage
1015 LAKE EMORY RD 1015 LAKE EMORY RD 6595587684 ELECTRIC,WATER,SEPTIC RD 1325 RESIDENTIAL 1 1 SLAGLE, RONALD PAUL 991 LAKE EMORY RD FRANKLIN NC 28734 Tap provided by County ?
0 LAKE EMORY RD 0 LAKE EMORY RD 6595587818 ELECTRIC LAKE EMORY COMMERCIAL 0 7.88 SLAGLE, RONALD PAUL 991 LAKE EMORY RD FRANKLIN NC 28734 junk yard storage
0 OVER DR 0 OVER DR 6595588966 ELECTRIC,WATER,SEPTIC LAKE EMORY COMMERCIAL 0 0.74 SLAGLE, RONALD PAUL 991 LAKE EMORY RD FRANKLIN NC 28734 junk yard storage
1132 LAKE EMORY RD 1132 LAKE EMORY RD 6595590155 ELECTRIC,WATER,SEPTIC RIVERBEND RD RESIDENTIAL 2 1.24 BURNETTE, TED W & RUTH A 1132 LK EMORY RD FRANKLIN NC 28734
1174 LAKE EMORY RD 1174 LAKE EMORY RD 6595590336 ELECTRIC,WATER,SEPTIC LAKE EMORY RD RESIDENTIAL 1 0.17 MARR, DERRICK LUSK 1174 LAKE EMORY ROAD FRANKLIN NC 28734-8914
1186 LAKE EMORY RD 1186 LAKE EMORY RD 6595590404 ELECTRIC,WATER,SEPTIC LAKE EMORY RD RESIDENTIAL 1 0.27 SWAFFORD, DEANNA A.1186 LAKE EMORY ROAD FRANKLIN NC 28734-6914
0 LAKE EMORY RD 0 LAKE EMORY RD 6595590872 ELECTRIC,WATER,SEPTIC LAKE EMORY ROAD RESIDENTIAL 1 0.98 CABE, TED V & WANDA LEE 1203 LAKE EMORY RD FRANKLIN NC 28734 Per Town of Franklin
1203 LAKE EMORY RD 1203 LAKE EMORY RD 6595591439 ELECTRIC,WATER,SEPTIC LAKE EMORY ROAD RESIDENTIAL 3 0.61 CABE, TED V & WANDA LEE 1203 LAKE EMORY RD FRANKLIN NC 28734
1215 LAKE EMORY RD 1215 LAKE EMORY RD 6595591645 ELECTRIC,WATER,SEPTIC LAKE EMORY ROAD RESIDENTIAL 1 0.63 ROGERS, SABRINA P PO BOX 827 FRANKLIN NC 28744 Per Town of Franklin
11 MEMORY LN 11 MEMORY LN 6595592256 ELECTRIC,WATER,SEPTIC EAST FRANKLIN RD 1225 RESIDENTIAL 1 0.32 SIMONDS, BRUCE 1119 VINEYARD ST LEHIGH ACRES FL 33936
83 RADIO HILL RD 83 RADIO HILL RD 6595592806 ELECTRIC,WATER,SEPTIC OFF SR 1325 RESIDENTIAL 2 0.66 BENSON, KAY WYNN PO BOX 1525 FRANKLIN NC 28744 Per Town of Franklin
1111 LAKE EMORY RD 1111 LAKE EMORY RD 6595593158 ELECTRIC,WATER,SEPTIC RD 1325 E FRANKLIN RESIDENTIAL 1 1 LONG, ADELAIDA VILLANUEVA 60 D LONG ROAD FRANKLIN NC 28734
17 MEMORY LN 17 MEMORY LN 6595593470 ELECTRIC,WATER,SEPTIC E FRANKLIN RESIDENTIAL 3 2.1 TROPICAL INVESTMENT CORP 31 78 LAKEVIEW DR NAPLES FL 33962 Unauthorized trailer park: PWS on property from County
73 MEMORY LN 73 MEMORY LN 6595593613 ELECTRIC,WATER,SEPTIC OFF RD 1325 RESIDENTIAL 2 0.5 WELCH, JEFFERY LOUIS 73 MEMORY LANE FRANKLIN NC 28734
95 RADIO HILL RD 95 RADIO HILL RD 6595593762 ELECTRIC,WATER,SEPTIC TRACT A RESIDENTIAL 1 0.4 ROBLES, JOSE MANUEL LOPEZ 95 RADIO HILL RD FRANKLIN NC 28734
98 RADIO HILL RD 98 RADIO HILL RD 6595593835 ELECTRIC,WATER,SEPTIC OFF S R 1325 RESIDENTIAL 1 0.38 OLVERA, MARIA GUADALUPE P.O. BOX 2077 FRANKLIN NC 28744
121 RADIO HILL RD 121 RADIO HILL RD 6595594889 ELECTRIC,WATER,SEPTIC OFF 1325 RESIDENTIAL 2 0.8 COLLIER, JAMES ROBERT 121 RADIO HILL RD FRANKLIN NC 28734
68 OVER DR 68 OVER DR 6595595265 ELECTRIC,WATER,SEPTIC RIVERBEND RESIDENTIAL 2 0.65 COLLIER, JAMES ROBERT 121 RADIO HILL RD FRANKLIN NC 28734
55 MEMORY LN 55 MEMORY LN 6595595586 ELECTRIC,WATER,SEPTIC E FRANKLIN OFF RD 1325 RESIDENTIAL 4 1.9 KEENER, CLETUS HERSHEL C/O JOAN T KEENER 55 MEMORY LANE FRANKLIN NC 28734
99 RADIO HILL RD 99 RADIO HILL RD 6595595733 ELECTRIC,WATER,SEPTIC,ALL TRACT B RESIDENTIAL 1 0.55 HERNANDEZ, ELISEO 450 COUNTRY BEND RD FRANKLIN NC 28734 subdivided after County program
0 OVER DR 0 OVER DR 6595596050 ELECTRIC,WATER,SEPTIC LAKE EMORY COMMERCIAL 1 1.35 SLAGLE, RONALD PAUL 991 LAKE EMORY RD FRANKLIN NC 28734 tap provided, never connected per owner
87 OVER DR 87 OVER DR 6595597167 ELECTRIC,WATER,SEPTIC LAKE EMORY RESIDENTIAL 2 1 HEDDEN, EARL 3836 CARTER RD BUFORD GA 30518
0 OVER DR 0 OVER DR 6595597363 ELECTRIC,WATER,SEPTIC OFF RD 1325 RESIDENTIAL 1 1 HEDDEN, EARL 3836 CARTER RD BUFORD GA 30518 tap provided, house never completed, no well
1157 E MAIN ST 1157 E MAIN ST 6595630447 ELECTRIC,PUB WATER,PUB SEWERE FRANKLIN COMMERCIAL 2 0.16 PATTON, HILLYER CAREY P.O. BOX 2130 FRANKLIN NC 28744
1214 E MAIN ST 1214 E MAIN ST 6595630887 ALL RD 441 COMMERCIAL 4 3.19 FRANKLIN HEALTH AND FITNESS CENTER INC 1214 EAST MAIN ST FRANKLIN NC 28734
1252 E MAIN ST 1252 E MAIN ST 6595633995 ALL TRACT 1 ROXIE WOMACK ESTATE COMMERCIAL 4 1.34 POTTS, PAUL THOMAS 197 PALMER DR FRANKLIN NC 28734 Express Mart, Town lists at 1078 E Main, don't know about back structure
87 ELMER JOHNSON SUBD 87 ELMER JOHNSON SUBD 6595641267 ELECTRIC LOT 87 ELMER JOHNSON SUBD RESIDENTIAL 0 0.18 WOMACK, LOUISE 82 ROXIE LN FRANKLIN NC 28734
101 BEVERLY DR 101 BEVERLY DR 6595642517 ELECTRIC,PUB WATER,PUB SEWERTRACT 3 ROXIE WOMACK ESTATE SEVERAL LEASEHOLDS - DOGWOOD M/H PARKRESIDENTIAL 1 7.37 WOMACK, JACK LEE 82 ROXIE LANE FRANKLIN NC 28734 PWS Per Owner
81 ROXIE LN 81 ROXIE LN 6595644125 ELECTRIC,PUB WATER,PUB SEWERTRACT 2 ROXIE WOMACK ESTATE COMMERCIAL 1 1.47 YOUNG, JERRY L 81 ROXIE LN FRANKLIN NC 28734
1296 E MAIN ST 1296 E MAIN ST 6595645070 ALL TRACT 1 ROXIE WOMACK ESTATE COMMERCIAL 2 0.77 GREGORY, LINDA C 95 PAUL SWAFFORD RD FRANKLIN NC 28734
285 HEATHERS COVE RD 285 HEATHERS COVE RD 6595645884 ELECTRIC,WATER,SEPTIC LOT 1 HOLLAND/LOBECK PROP RESIDENTIAL 3 0.96 REINSCH, MARK A 2700 LAKE SHORE BOULEVARD JACKSONVILLE FL 32210
0 E MAIN ST 0 E MAIN ST 6595647515 ALL ON HWY 441 RESIDENTIAL 0 9.21 BOBALOU INC P O BOX 773 HIGHLANDS NC 28741
411 LAKE EMORY RD 411 LAKE EMORY RD 6595650514 ELECTRIC,WATER,SEPTIC RIVERBEND RESIDENTIAL 2 7.6 ANGEL, EDNA 411 LAKE EMORY RD FRANKLIN NC 28734
49 DENNIS LN 49 DENNIS LN 6595650851 ELECTRIC,WATER,SEPTIC RD 1325 RESIDENTIAL 1 1.3 LEDFORD, NANNIE BELL 49 DENNIS LANE FRANKLIN NC 28734
95 DENNIS LN 95 DENNIS LN 6595652848 ELECTRIC,WATER,SEPTIC OFF RD 1325 RESIDENTIAL 1 1.24 HUGHES, RODDY J 95 DENNIS LN FRANKLIN NC 28734-6939
430 HEATHERS COVE RD 430 HEATHERS COVE RD 6595654291 ELECTRIC,SEPTIC,WATER OFF SR 1325 RESIDENTIAL 2 0.8 BENEDICT, KATHERINE M 430 HEATHERS COVE RD FRANKLIN NC 28734
161 DENNIS LN 161 DENNIS LN 6595654717 ELECTRIC,WATER,SEPTIC LAKE EMORY RESIDENTIAL 1 0.71 O'STEEN, MARSHA A PO BOX 1307 FRANKLIN NC 28744
110 DENNIS LN 110 DENNIS LN 6595654937 ELECTRIC,WATER,SEPTIC OFF 1325 RESIDENTIAL 3 1.15 ROGERS, ROY E 155 RAINTREE CT ST CLOUD FL 34771-9667
286 HEATHERS COVE RD 286 HEATHERS COVE RD 6595655011 ELECTRIC,WATER,SEPTIC DILLSBORO RD RESIDENTIAL 2 0.78 SAMS, ROBERT G.286 HEATHERS COVE ROAD FRANKLIN NC 28734
187 DENNIS LN 187 DENNIS LN 6595655329 ELECTRIC,WATER,SEPTIC OFF RD 1325 RESIDENTIAL 1 1.25 CORBETT, JAMES J 187 DENNIS LANE FRANKLIN NC 28734
225 DENNIS LN 225 DENNIS LN 6595655631 ELECTRIC,WATER,SEPTIC OFF 1325 RESIDENTIAL 1 1.35 BOTTORF, CANDACE L 225 DENNIS LANE FRANKLIN NC 28734
370 HEATHERS COVE RD 370 HEATHERS COVE RD 6595656091 ELECTRIC,WATER,SEPTIC LOT 2 HOLLAND & LOBECK PROP RESIDENTIAL 2 0.83 BASEHORE, WILLIAM LEWIS JR 370 HEATHERS COVE RD FRANKLIN NC 28734
395 HEATHERS COVE RD 395 HEATHERS COVE RD 6595656261 ELECTRIC,WATER,SEPTIC OFF SR 1325 RESIDENTIAL 4 0.78 FITZGERALD, MELISSA MEYER 395 HEATHERS COVE RD FRANKLIN NC 28734
0 SYLVA RD 0 SYLVA RD 6595657538 ELECTRIC,WATER,SEPTIC OFF 441 EAST FRANKLIN RESIDENTIAL 1 2.34 KLATT FAMILY LIMITED PARTNERSHIP #1 PO DRAWER 1240 BOYNTON BEACH FL 33435 abandoned structure on property
49 NUT HOUSE DR 49 NUT HOUSE DR 6595660645 ELECTRIC,WATER,SEPTIC RD 1325 RESIDENTIAL 8 4.84 WOODARD, BETTY JEAN 109 NUT HOUSE DR FRANKLIN NC 28734
497 LAKE EMORY RD 497 LAKE EMORY RD 6595661212 ELECTRIC,WATER,SEPTIC ROAD 1325 RESIDENTIAL 2 9.05 PANGLE, EVELYN N MRS 497 LK EMORY RD FRANKLIN NC 28734
79 NUTHOUSE DR 79 NUTHOUSE DR 6595662740 ELECTRIC,WATER,SEPTIC OFF RD 1325 RESIDENTIAL 2 0.47 TALLENT, JOHN DANIEL 79 NUTHOUSE DRIVE FRANKLIN NC 28734
83 NUTHOUSE DR 83 NUTHOUSE DR 6595664702 ELECTRIC,WATER,SEPTIC RD 1325 RESIDENTIAL 1 1.92 JENKINS, ELLEN HURST 9 ARROWHEAD CT SAVANNAH GA 31406-2901
0 SYLVA RD 0 SYLVA RD 6595666073 ELECTRIC OFF 441 E FRANKLIN RESIDENTIAL 0 2.5 KLATT FAMILY LIMITED PARTNERSHIP #1 PO DRAWER 1240 BOYNTON BEACH FL 33435
0 SYLVA RD 0 SYLVA RD 6595668589 ELECTRIC OFF 441 COMMERCIAL 0 10.75 KLATT FAMILY LIMITED PARTNERSHIP #1 PO DRAWER 1240 BOYNTON BEACH FL 33435
3944 SYLVA RD 3944 SYLVA RD 6595669638 ELECTRIC,WATER,SEPTIC OFF 441 COMMERCIAL 2 2.65 KLATT FAMILY LIMITED PARTNERSHIP #1 PO DRAWER 1240 BOYNTON BEACH FL 33435 abandoned structure on property
851 LAKE EMORY RD 851 LAKE EMORY RD 6595673885 ELECTRIC,WATER,SEPTIC OFF 1325 (LAKE EMORY RD)EXEMPT 3 3.7 MACON COUNTY HUMANE SOCIETY INC GEN DEL FRANKLIN NC 28734 Anmal Shelter
0 SYLVA RD 0 SYLVA RD 6595674255 ELECTRIC OFF 441 COMMERCIAL 0 8.96 KLATT FAMILY LIMITED PARTNERSHIP #1 PO DRAWER 1240 BOYNTON BEACH FL 33435
0 LAKE EMORY RD 0 LAKE EMORY RD 6595681302 ELECTRIC LAKE EMORY RD EXEMPT 0 6.07 MACON COUNTY 5 WEST MAIN STREET FRANKLIN NC 28734 Old Franklin landfill borrow area
0 SYLVA RD 0 SYLVA RD 6595685643 ELECTRIC OFF 441 RESIDENTIAL 0 13.17 KLATT FAMILY LIMITED PARTNERSHIP #1 PO DRAWER 1240 BOYNTON BEACH FL 33435
575 RADIO HILL RD 575 RADIO HILL RD 6595691266 ELECTRIC OFF RD 1325 - LAND FILL EXEMPT 0 7.76 MACON COUNTY 5 WEST MAIN STREET FRANKLIN NC 28734 Old Franklin landfill borrow area
0 RADIO HILL RD 0 RADIO HILL RD 6595693836 ELECTRIC SR 1325 CITY DUMP EXEMPT 0 29.7 TOWN OF FRANKLIN GEN DEL FRANKLIN NC 28734 Old Franklin landfill
0 SYLVA RD 0 SYLVA RD 6595750309 ELECTRIC OFF 441 COMMERCIAL 0 10.6 KLATT FAMILY LIMITED PARTNERSHIP #1 PO DRAWER 1240 BOYNTON BEACH FL 33435
0 SYLVA RD 0 SYLVA RD 6595761081 ELECTRIC US 441 COMMERCIAL 0 8.12 GUYTON, MARILYN CAROLE P.O. BOX 367304 BONITA SPRINGS FL 34136
4180 SYLVA RD 4180 SYLVA RD 6595783817 ELECTRIC,WATER,WATER SYLVA RD COMMERCIAL 2 111.41 KLATT FAMILY LIMITED PARTNERSHIP #1 PO DRAWER 1240 BOYNTON BEACH FL 33435
0 HICKORY KNOB RD 0 HICKORY KNOB RD 6596004080 ELECTRIC LOT 5 HICKORY KNOB SUB RESIDENTIAL 0 0.59 DOWNIE, DONALD E TRUSTEE P O BOX 1484 FRANKLIN NC 28744
0 HICKORY KNOB RD 0 HICKORY KNOB RD 6596004196 ELECTRIC WELL LOT RESIDENTIAL 0 0.46 ROSS, RICHARD C ET ALS 101 VIA AMALFI NEW SMYRNA BCH FL 32169
0 SR 1422 (END)0 SR 1422 (END)6596006029 ELECTRIC LOT 4 HICKORY KNOB RESIDENTIAL 0 0.6 MCGOLDRICK, THOMAS B & JOAN 741 SE 6TH AVE POMPANO BEACH FL 33060
156 HICKORY KNOB RD 156 HICKORY KNOB RD 6596006283 ELECTRIC,WATER,SEPTIC LOT 3 HICKORY KNOB RESIDENTIAL 2 0.62 WHITE, CAROLYN H PO BOX 1883 FRANKLIN NC 28734
0 SR 1422 0 SR 1422 6596007382 ELECTRIC LOT 2 HICKORY KNOB SUB RESIDENTIAL 0 0.6 PEPE, LAWRENCE S 424 NE 108TH STREET N MIAMI FL 33161
84 HICKORY KNOB RD 84 HICKORY KNOB RD 6596008379 ELECTRIC,SEPTIC,WATER LOT 1 HICKORY KNOB RESIDENTIAL 2 0.64 NEFF, JAMES HERBERT 6104 DUNLEAF ARC WAY NORCROSS GA 30093-3291
71 HICKORY KNOB RD 71 HICKORY KNOB RD 6596009571 ELECTRIC,WATER,SEPTIC RIVERBEND OFF RD 1337 RESIDENTIAL 1 0.91 SIMONS, MICHAEL CLINT & DORIS 71 HICKORY KNOB HILL RD FRANKLIN NC 28734
0 TRAVIS TRL 0 TRAVIS TRL 6596009845 ELECTRIC LOT 4 COYE SUE SIMONS PROPERTY RESIDENTIAL 0 1.79 HUDSON, LINDA KAY 116 WHITE RD CHATSWORTH GA 30705
114 TRAVIS TRL 114 TRAVIS TRL 6596100566 ELECTRIC,WATER,SEPTIC LOT 7 COYE SUE SIMONS PROPERTY RESIDENTIAL 0 0.75 SIMONS, MICHAEL CLINT & DORIS 71 HICKORY KNOB HILL RD FRANKLIN NC 28734
0 TRAVIS TRL 0 TRAVIS TRL 6596102539 ELECTRIC LOT 3 COYE SUE SIMONS PROPERTY RESIDENTIAL 0 1.8 HOOPER, DAVIS 12 LAKESHORE DRIVE FRANKLIN NC 28734
330 KNOB HILL RD 330 KNOB HILL RD 6596104114 ELECTRIC,WATER,SEPTIC RIVERBEND RD 1422 RESIDENTIAL 2 0.62 SMITH, DAVID W 330 KNOB HILL RD FRANKLIN NC 28734
0 TRAVIS TRL 0 TRAVIS TRL 6596104867 ELECTRIC LOT 2 COYE SUE SIMONS PROPERTY RESIDENTIAL 0 1.5 HOOPER, KRISTIN FAITH 2387 ADDINGTON BRIDGE RD FRANKLIN NC 28734
249 KNOB HILL RD 249 KNOB HILL RD 6596105722 ELECTRIC,WATER,SEPTIC RIVERBEND OFF RD 1422 RESIDENTIAL 2 2.05 PANGLE, STERLING F 249 KNOB HILL ROAD FRANKLIN NC 28734 Per Town of Franklin
0 ON RD 1422 0 ON RD 1422 6596108517 ELECTRIC RIVERBEND RESIDENTIAL 0 0.43 PANGLE, STERLING 249 KNOBHILL ROAD FRANKLIN NC 28734
215 KNOB HILL RD 215 KNOB HILL RD 6596108669 ELECTRIC,WATER,SEPTIC RIVERBEND RESIDENTIAL 1 0.73 CLONINGER, BETTY J C/O KAREN THOMAS 4412 RIVER OAKS RD LAKE WYLIE S C 29710
141 KNOB HILL RD 141 KNOB HILL RD 6596108877 ELECTRIC,WATER,SEPTIC RIVERBEND RD 1422 RESIDENTIAL 2 0.9 TALLENT, CLIFFORD PAUL 170 EMPIRE DRIVE ARAB AL 35016 River Bend Water Systems
218 KNOB HILL RD 218 KNOB HILL RD 6596109316 ELECTRIC,WATER,SEPTIC OFF RD 1422 RESIDENTIAL 2 2.57 TALLENT, TRACY W & CAROLYN 128 BELVON DRIVE GASTONIA NC 28056
11 COUNTRYSIDE DR 11 COUNTRYSIDE DR 6596114293 ELECTRIC,WATER,SEPTIC RD 1337 RIVERBEND RESIDENTIAL 2 5.06 PRUETT, MARILYN RENEE % MAURICE STOCKTON 11COUNTRYSIDE DRIVE FRANKLIN NC 28734
131 KNOB HILL RD 131 KNOB HILL RD 6596118173 ELECTRIC,WATER,SEPTIC ON RD 1422 RESIDENTIAL 3 2 CABE, KEITH W PO BOX 1580 FRANKLIN NC 28744 River Bend Water Systems
156 KNOB HILL RD 156 KNOB HILL RD 6596201180 ELECTRIC,WATER,SEPTIC RD 1422 RESIDENTIAL 4 11.09 HOFFMAN, HAROLD D TR HELENE HOFFMAN 8271 NW 168TH LN FANNING SPRINGS FL 32693-7556
110 KNOB HILL RD 110 KNOB HILL RD 6596202985 ELECTRIC,WATER,SEPTIC LOT 18 & PART OF 19 RESIDENTIAL 3 1.99 HENKE, LINDA R 490 LOUISA CHAPEL RD FRANKLIN NC 28734 Multiple Dwellings
0 OFF 1432 0 OFF 1432 6596205294 ELECTRIC,WATER,SEPTIC LOT 1 HOFFMAN HILLS RESIDENTIAL 1 0.8 JOHNSON, WILLIAM CARL 265 HOFFMAN LN FRANKLIN NC 28734 abandoned home?
0 HOFFMAN LANE 0 HOFFMAN LANE 6596205832 ELECTRIC,PUB WATER,SEPTIC LOT 8 RESUB OF LOT 1 BLK A RIVERBEND EST RESIDENTIAL 1 0.5 LUNSFORD, WAYNE T.P O BOX 412 FRANKLIN NC 28744 River Bend Water Systems
0 RD 1337 0 RD 1337 6596205962 ELECTRIC,PUB WATER LOT 9 RESUB OF LOT 1 BLK A RIVERBEND EST RESIDENTIAL 0 0.4 LUNSFORD, WAYNE T.P O BOX 412 FRANKLIN NC 28744
252 HOFFMAN LN 252 HOFFMAN LN 6596207387 ELECTRIC,PUB WATER,SEPTIC OFF RD 1432 RESIDENTIAL 3 0.75 LEDBETTER, JAMES A 2483 LAUREL LANE PALM BCH GDNS FL 33410 River Bend Water Systems
168 S HOFFMAN LN 168 S HOFFMAN LN 6596207766 ELECTRIC,PUB WATER,SEPTIC LOT 5C BLK A RIVERBEND RESIDENTIAL 2 0.24 BUTTERFIELD, SHARON 168 HOFFMAN LN FRANKLIN NC 28734 River Bend Water Systems
154 HOFFMAN LN 154 HOFFMAN LN 6596207875 ELECTRIC,PUB WATER,SEPTIC LOT 5B BL A RIVERBEND ESTATES RESIDENTIAL 1 0.39 BOHANON, JOLENE 220 CLUBHOUSE COURT SEBRING FL 33876 River Bend Water Systems
0 SHADY LN 0 SHADY LN 6596208071 ELECTRIC LOTS 9 & 9A BLK A RIVERBEND EST RESIDENTIAL 0 1.06 BAUTISTA, MARIA LENI 35 JOHNSON WAY FRANKLIN NC 28734
185 SHADY LN 185 SHADY LN 6596208194 ELECTRIC,PUB WATER,SEPTIC LOT 8C BLK A RIVERBEND EST RESIDENTIAL 1 0.74 PROVENCE, JOCELYN 185 SHADY LANE FRANKLIN NC 28734 River Bend Water Systems
149 SHADY LANE 149 SHADY LANE 6596208267 ELECTRIC,WATER,SEPTIC LOT 8-B BLK A RIVERBEND EST RESIDENTIAL 1 0.5 CRABTREE, TIMOTHY ALAN 2644 PATTON RD FRANKLIN NC 28734-7892 River Bend Water Systems
137 SHADY LANE 137 SHADY LANE 6596208379 ELECTRIC,WATER,SEPTIC LOT 8A BL A RIVERBEND ESTATES RESIDENTIAL 1 0.33 MARKS, LOUISE B 4949 CYPRESS TRACE DR TAMPA FL 33624 River Bend Water Systems
234 HOFFMAN LN 234 HOFFMAN LN 6596208509 ELECTRIC,PUB WATER,SEPTIC OFF RD 1432 RESIDENTIAL 1 0.85 JONES, DERECK E 234 HOFFMAN LANE FRANKLIN NC 28734
130 HOFFMAN LN 130 HOFFMAN LN 6596208924 ELECTRIC,WATER,SEPTIC LOT 5 BLK A RIVERBEND EST RESIDENTIAL 1 0.52 HAMMAKER, JEFFREY A 130 HOFFMAN LANE FRANKLIN NC 28734 River Bend Water Systems
84 LITTLE RD 84 LITTLE RD 6596209418 ELECTRIC,WATER,SEPTIC LOT 8 BLK A RIVERBEND EST RESIDENTIAL 1 0.32 CABE, KEITH W PO BOX 1580 FRANKLIN NC 28744 River Bend Water Systems
101 SHADY LANE 101 SHADY LANE 6596209568 ELECTRIC,WATER,SEPTIC LOT 7 BLK A RIVERBEND EST RESIDENTIAL 1 0.56 SMITH, LINDA MAE 101 SHADY LN FRANKLIN NC 28734 River Bend Water Systems
49 LITTLE RD 49 LITTLE RD 6596209706 ELECTRIC,PUB WATER,SEPTIC LOTS 5A & 5D BLK A RIVERBEND ESTATES RESIDENTIAL 1 0.75 PRATT, MICHAEL G 49 LITTLE RD FRANKLIN NC 28734 River Bend Water Systems
17 LITTLE RD 17 LITTLE RD 6596209992 ELECTRIC,PUB WATER,SEPTIC PT OF #4 BLK A RIVERBEND EST RESIDENTIAL 1 0.86 HYATT, ELDON BRENT 17 LITTLE RD FRANKLIN NC 28734 River Bend Water Systems
35 KNOB HILL RD 35 KNOB HILL RD 6596210315 ELECTRIC,WATER,SEPTIC RD 1337 RIVERBEND EXEMPT 3 2.54 FAITH BAPTIST CHURCH 35 KNOB HILL RD FRANKLIN NC 28734 River Bend Water Systems
90 KNOB HILL RD 90 KNOB HILL RD 6596212141 ELECTRIC,WATER,SEPTIC LOT 1 BLK A RIVERBEND RESIDENTIAL 2 0.42 HOOPER, HERMAN J & GEORGIA NELL 90 KNOB HILL RD FRANKLIN NC 28734
70 KNOB HILL RD 70 KNOB HILL RD 6596212272 ELECTRIC,WATER,SEPTIC LOT 2 RESUB OF 1 BLK A RIVERBEND EST RESIDENTIAL 1 0.41 WILSON, DEBORAH S 70 KNOB HILL RD FRANKLIN NC 28734 River Bend Water Systems
0 OFF RD 1422 0 OFF RD 1422 6596214035 ELECTRIC LOT 5 RESUB LOT 1 BLK A RIVERBEND EST EXEMPT 0 0.42 NANTAHALA POWER & LIGHT PO BOX 260 FRANKLIN NC 28744 NP&L/Duke Energy
0 OFF 1422 0 OFF 1422 6596214154 ELECTRIC LOT 6 RESUB OF 1 BLK A RIVERBEND EST EXEMPT 0 0.5 NANTAHALA POWER & LIGHT PO BOX 260 FRANKLIN NC 28744
0 OFF RD 1422 0 OFF RD 1422 6596214267 ELECTRIC LOT 7 BLK A RESUB OF LOT 1 RIVERBEND EST EXEMPT 0 0.53 NANTAHALA POWER & LIGHT PO BOX 260 FRANKLIN NC 28744
0 OFF RD 1432 0 OFF RD 1432 6596216011 ELECTRIC,PUB WATER LOT 10 RESUB LOT 1 BLK A RESIDENTIAL 0 0.36 RIVERBEND WATER SYSTEM INC PO BOX 419 OTTO NC 28763 River Bend Water Systems
0 OFF RD 1432 0 OFF RD 1432 6596216048 ELECTRIC,PUB WATER PT. LOT 11 RESUB OF LOT 1 BLK A RESIDENTIAL 1 0.74 RIVERBEND WATER SYSTEM INC PO BOX 419 OTTO NC 28763 Community Well???
91 HOFFMAN LN 91 HOFFMAN LN 6596216147 ELECTRIC,WATER,SEPTIC LOTS 11&12 BL A RIVERBEND ESTATES RESIDENTIAL 2 0.64 FEDERAL NATIONAL MORTGAGE ASSN PO BOX 650043 DALLAS TX 75265 River Bend Water Systems
110 HOFFMAN LN 110 HOFFMAN LN 6596218181 ELECTRIC,WATER,SEPTIC LOT 4A & PT OF 4 RESIDENTIAL 1 0.65 OAKLEY, EDWARD M.110 HOFFMAN LANE FRANKLIN NC 28734
223 LAKE SHORE DR 223 LAKE SHORE DR 6596218276 ELECTRIC,PUB WATER,SEPTIC LOT 3A BLK A RIVERBEND EST RESIDENTIAL 2 0.53 GIBBS, MICHAEL EDWARD 223 LAKESHORE DR FRANKLIN NC 28734 River Bend Water Systems
445 LAKESHORE DR 445 LAKESHORE DR 6596300283 ELECTRIC,WATER,SEPTIC LOT 14C BL A RIVERBEND ESTATES RESIDENTIAL 2 0.46 ZEHNTNER, ERIN GRAY 445 LAKESHORE DRIVE FRANKLIN NC 28734 River Bend Water Systems
71 SHADY LN 71 SHADY LN 6596300639 ELECTRIC,PUB WATER,SEPTIC LOT 6 BLK A RIVERBEND EST RESIDENTIAL 2 0.38 BELL, WILLIAM EDWARD 69 ALLISON WATTS RD FRANKLIN NC 28734 River Bend Water Systems
459 LAKESHORE DR 459 LAKESHORE DR 6596301364 ELECTRIC LOT 14-A BLK A RIVERBEND ESTATES RESIDENTIAL 0 0.85 JANOE, KENNETH JOHN 459 LAKESHORE DR FRANKLIN NC 28734 River Bend Water Systems
110 SHADY LN 110 SHADY LN 6596301435 ELECTRIC,WATER,SEPTIC LOT 15 BLK A RIVERBEND ESTATES RESIDENTIAL 1 0.41 HOFFMAN, HEATHER MARIE P.O. BOX 1791 FRANKLIN NC 28744-1791 River Bend Water Systems
505 LAKE SHORE DR 505 LAKE SHORE DR 6596302017 ELECTRIC LOT 13 BLK A RIVERBEND EST RESIDENTIAL 0 1.2 TURNER, LEE 505 LAKESHORE DR FRANKLIN NC 28734 River Bend Water Systems
459 LAKESHORE DR 459 LAKESHORE DR 6596302252 ELECTRIC,SEPTIC LOT 14-B BLK A RIVERBEND ESTATES RESIDENTIAL 2 0.47 JANOE, KENNETH JOHN 459 LAKESHORE DR FRANKLIN NC 28734 River Bend Water Systems
429 LAKESHORE DR 429 LAKESHORE DR 6596302464 ELECTRIC,WATER,SEPTIC LOT 15A BLK A RIVERBEND ESTATES RESIDENTIAL 1 0.21 STEWART, DIANA M 429 LAKESHORE DR FRANKLIN NC 28734 River Bend Water Systems
397 LAKESHORE DR 397 LAKESHORE DR 6596302515 ELECTRIC,WATER,SEPTIC LOT 15B BLK A RIVERBEND ESTATES RESIDENTIAL 1 0.6 J AND A INVESTMENTS OF SARASOTA INC 1715 RAY COVE RD FRANKLIN NC 28734 River Bend Water Systems
369 LAKESHORE DR 369 LAKESHORE DR 6596302635 ELECTRIC,WATER,SEPTIC LOT 16 BLK A RIVERBEND RESIDENTIAL 1 0.3 KEENER, BENJAMIN J 369 LAKESHORE DRIVE FRANKLIN NC 28734 River Bend Water Systems
359 LAKESHORE DR 359 LAKESHORE DR 6596302735 ELECTRIC,WATER,SEPTIC LOT 17 BLK A RIVERBEND EST RESIDENTIAL 1 0.36 HOLDEN, ANDY J 359 LAKESHORE DR FRANKLIN NC 28734 River Bend Water Systems
341 LAKESHORE DR 341 LAKESHORE DR 6596302857 ELECTRIC,SEPTIC,SEPTIC LOT 18 BLK A RIVERBEND RESIDENTIAL 1 0.28 OTTOWAY, MARY K 341 LAKESHORE DRIVE FRANKLIN NC 28734 River Bend Water Systems
0 SR 1432 0 SR 1432 6596304453 ELECTRIC LOT 31 BL B RIVERBEND ESTATES RESIDENTIAL 0 0.49 MACALUSO, FRANK J & ELAINE E PO BOX 99 TITUSVILLE FL 32781
398 LAKESHORE DR 398 LAKESHORE DR 6596304554 ELECTRIC,WATER,SEPTIC 82 LAKE SHORE DR RESIDENTIAL 2 0.51 DYE, CAROL 398 LAKESHORE DR FRANKLIN NC 28734 River Bend Water Systems
382 LAKESHORE DR 382 LAKESHORE DR 6596304655 ELECTRIC,WATER,SEPTIC LOT 30B BL A RIVERBEND ESTATES RESIDENTIAL 1 0.48 MCCOLGIN, BRANDY E 382 LAKESHORE DRIVE FRANKLIN NC 28734 River Bend Water Systems
358 LAKESHORE DR 358 LAKESHORE DR 6596304756 ELECTRIC,WATER,SEPTIC LOT 30A BL A RIVERBEND ESTATES RESIDENTIAL 1 0.54 COLLINS, BEVERLY S 358 LAKESHORE DR FRANKLIN NC 28734 River Bend Water Systems
490 LAKESHORE DR 490 LAKESHORE DR 6596305101 ELECTRIC,WATER,SEPTIC LOT 35 BLK B RIVERBEND RESIDENTIAL 1 1.28 APEL, STEPHEN N 490 LAKESHORE DR FRANKLIN NC 28734 River Bend Water Systems
0 OFF RD 1432 0 OFF RD 1432 6596305331 ELECTRIC LOT 34 SEC B TENNIS COURTS RESIDENTIAL 0 0.92 MACALUSO, FRANK J & ELAINE E PO BOX 99 TITUSVILLE FL 32781
346 LAKESHORE DR 346 LAKESHORE DR 6596305914 ELECTRIC,PUB WATER,SEPTIC LOT 29 BLK B RIVERBEND EST RESIDENTIAL 2 1.78 BREWER, GENE R 2301 HICKORY NUT GAP ROAD NEWLAND NC 28657-9394 River Bend Water Systems
0 SR 1432 0 SR 1432 6596306535 ELECTRIC LOT 33 BL B RIVERBEND ESTATES RESIDENTIAL 0 0.52 MACALUSO, FRANK J & ELAINE E PO BOX 99 TITUSVILLE FL 32781 structures tied to 6596308414
0 RD 1432 0 RD 1432 6596306625 ELECTRIC LOT 30 BL A RIVERBEND ESTATE RESIDENTIAL 0 0.4 MACALUSO, FRANK J & ELAINE E PO BOX 99 TITUSVILLE FL 32781
0 RD 1432 0 RD 1432 6596306717 ELECTRIC PT OF LOT 30 BL A RIVERBEND RESIDENTIAL 0 0.46 COLLINS, BEVERLY S 358 LAKESHORE DR FRANKLIN NC 28734
0 OFF 1432 0 OFF 1432 6596307266 ELECTRIC LOT 13 BL B RIVERBEND EST RESIDENTIAL 0 1.31 NIEBAUM, RONALD H P.O. BOX 14865 BRADENTON FL 34280-4065
0 OFF 1432 0 OFF 1432 6596307853 ELECTRIC LOT 16 BLK B RIVERBEND EST RESIDENTIAL 0 0.56 JENKINS, COBURN D & JOAN D 1026 LAKESHORE DR FRANKLIN NC 28734
440 LAKESHORE DR 440 LAKESHORE DR 6596308414 ELECTRIC,PUB WATER,SEPTIC LOT 14 BL B RIVERBEND ESTATES RESIDENTIAL 4 1.56 MACALUSO, FRANK J & ELAINE E PO BOX 99 TITUSVILLE FL 32781 River Bend Water Systems
0 OFF 1432 0 OFF 1432 6596308602 ELECTRIC LOT 15 & 15A BL B RIVERBEND ESTATES RESIDENTIAL 0 0.69 MACALUSO, FRANK J & ELAINE E PO BOX 99 TITUSVILLE FL 32781
1026 LAKESHORE DR 1026 LAKESHORE DR 6596308906 SEPTIC,WATER,SEPTIC LOT 17 BLK B RIVERBEND EST RESIDENTIAL 3 0.81 JENKINS, COBURN D & JOAN D 1026 LAKESHORE DR FRANKLIN NC 28734 River Bend Water Systems
0 ON RD 1432 0 ON RD 1432 6596309160 ELECTRIC LOT 4 BL B RIVERBEND EST RESIDENTIAL 0 0.67 NIEBAUM, DOUGLAS 345-70TH AVE ST PETERSBURG BCH FL 33706
257 LAKESHORE DR 257 LAKESHORE DR 6596310123 ELECTRIC,PUB WATER,SEPTIC RIVERBEND EST RESIDENTIAL 1 0.6 MCCLURE, DAVID LEE 257 LAKESHORE DRIVE FRANKLIN NC 28734 River Bend Water Systems
279 LAKE SHORE DR 279 LAKE SHORE DR 6596311021 ELECTRIC,WATER,SEPTIC LOT 4B BLK A RIVERBEND EST RESIDENTIAL 0 0.88 FREGEAU, ROBERT T 5 WILLOW CT FRANKLIN NC 28734-1348 River Bend Water Systems
278 LAKESHORE DR 278 LAKESHORE DR 6596312224 ELECTRIC,PUB WATER,SEPTIC RIVERBEND #'S 26,27 RESIDENTIAL 2 0.88 ROLLINS, ROBERT VICTOR JR 278 LAKESHORE DRIVE FRANKLIN NC 28734 River Bend Water Systems
1486 RIDGE RD 1486 RIDGE RD 6596313255 ELECTRIC LOT 25 BLK A RIVERBEND EST RESIDENTIAL 1 0.51 RIVERBEND WATER SYSTEM INC PO BOX 419 OTTO NC 28763
0 OFF 1432 0 OFF 1432 6596314150 ELECTRIC LOT 28 SEC B RIVERBEND EST RESIDENTIAL 0 0.89 ROLLINS, ROBERT W PO BOX 67 FRANKLIN NC 28744
0 OFF 1432 0 OFF 1432 6596314553 ELECTRIC LOT 6B BLK D RIVERBEND EST RESIDENTIAL 0 0.47 NOLLE, FRANK R 1495 RIDGE RD FRANKLIN NC 28734
1450 RIDGE RD 1450 RIDGE RD 6596315209 ELECTRIC,PUB WATER,SEPTIC LOTS 23&24 BLK B RIVERBEND EST RESIDENTIAL 2 1.14 ROLLINS, ROBERT W PO BOX 67 FRANKLIN NC 28744 River Bend Water Systems
1407 RIDGE RD 1407 RIDGE RD 6596315650 ELECTRIC,WATER,SEPTIC LOT 6A BLK D RIVERBEND EST RESIDENTIAL 1 0.48 LOPEZ, MAURICIO C 1407 RIDGE ROAD FRANKLIN NC 28734 River Bend Water Systems
1395 RIDGE RD 1395 RIDGE RD 6596316648 ELECTRIC,WATER,SEPTIC LOT 5B BLK D RIVERBEND EST RESIDENTIAL 1 0.39 CALLAHAN, JEREMY L.1395 RIDGE ROAD FRANKLIN NC 28734 River Bend Water Systems
1084 LAKESHORE DR 1084 LAKESHORE DR 6596317181 ELECTRIC,WATER,SEPTIC LOT 18 BLK B RIVERBEND EST RESIDENTIAL 1 0.83 PARLIER, DAVID LOUIS 1084 LAKESHORE DR FRANKLIN NC 28734 River Bend Water Systems
1126 LAKESHORE DR 1126 LAKESHORE DR 6596317229 ELECTRIC,WATER,SEPTIC LOT 19 BLK B RIVERBEND EST RESIDENTIAL 1 1.38 ROWLAND, HENRY C 1126 LAKE SHORE DR FRANKLIN NC 28734 River Bend Water Systems
1396 RIDGE RD 1396 RIDGE RD 6596317550 ELECTRIC,WATER,SEPTIC LOT 20 BLK B RIVERBEND EST RESIDENTIAL 1 0.88 GIBSON, WADE V 1396 RIDGE ROAD FRANKLIN NC 28734 River Bend Water Systems
1364 RIVERBEND EST 1364 RIVERBEND EST 6596318589 ELECTRIC,WATER,SEPTIC LOT 21A BLK B RIVERBEND EST RESIDENTIAL 1 0.45 MASON, TIMOTHY CRAIG 1364 RIDGE RD FRANKLIN NC 28734 River Bend Water Systems
1150 LAKESHORE DR 1150 LAKESHORE DR 6596319401 ELECTRIC,WATER,SEPTIC LOT 20 BLK B RIVERBEND RESIDENTIAL 1 0.77 JACKSON, GLENN EVERETT 201 LOW BRACE RD FRANKLIN NC 28734 River Bend Water Systems
907 LAKESHORE DR 907 LAKESHORE DR 6596400386 ELECTRIC,SEPTIC,WATER LOT 3 BLK B RIVERBEND RESIDENTIAL 2 1.08 MCDONOUGH, MABLE TRUSTEE 345 SE 7TH AVE DELRAY BEACH FL 33444 River Bend Water Systems
1025 LAKESHORE DR 1025 LAKESHORE DR 6596400783 ELECTRIC,WATER,SEPTIC LOT 2 BLK B RIVERBEND EST RESIDENTIAL 1 2 MCDONOUGH, MABLE TRUSTEE 345 SE 7TH AVE DELRAY BEACH FL 33444 River Bend Water Systems
0 OFF RD 1432 0 OFF RD 1432 6596401938 ELECTRIC LOT 25 RESUB LOT 1 BLK B RESIDENTIAL 0 0.82 PISANO, EVA 7100 SUNSET WAY APARTMENT 604W ST PETERSBURG FL 33700
1350 LAKE EMORY RD 1350 LAKE EMORY RD 6596407226 ELECTRIC,WATER,SEPTIC LAKE EMORY RD RESIDENTIAL 4 0.75 VAUGHAN, DONALD A.822 WEST RUSSELL DRIVE PLANT CITY FL 33566
1362 LAKE EMORY DR 1362 LAKE EMORY DR 6596407358 ELECTRIC,WATER,SEPTIC LAKE EMORY RESIDENTIAL 2 0.75 MARTIN, NANCY 1362 LAKE EMORY RD FRANKLIN NC 28734 Per Town of Franklin
1384 LAKE EMORY 1384 LAKE EMORY 6596407591 ELECTRIC,WATER,SEPTIC RIVERBEND RESIDENTIAL 2 0.58 ROSTALLON, MIREILLE E 1384 LAKE EMORY RD FRANKLIN NC 28734 Per Town of Franklin
1400 LAKE EMORY RD 1400 LAKE EMORY RD 6596408652 ELECTRIC,WATER,SEPTIC RIVERBEND RESIDENTIAL 2 0.42 CHES, JAMES G.1400 LAKE EMORY RD FRANKLIN NC 28734
1297 LAKE EMORY RD 1297 LAKE EMORY RD 6596409082 ELECTRIC,WATER,SEPTIC LAKE EMORY ROAD RESIDENTIAL 2 0.87 COLLIER, J D 25 DELIA DRIVE FRANKLIN NC 28734
1416 LAKE EMORY 1416 LAKE EMORY 6596409629 ELECTRIC,WATER,SEPTIC RIVERBEND RESIDENTIAL 2 0.5 HOHENSEE, MARY ELLEN 15 LEESE ST APT 1 SAN FRANCISCO CA 94110 Per Town of Franklin
0 OFF 1432 0 OFF 1432 6596410002 ELECTRIC LOT 28 BLK B RIVERBEND EST RESIDENTIAL 0 0.55 GUNNIN PROPERTIES LLC 4648 RIVERSIDE DRIVE CHINO CA 91710
0 OFF 1432 0 OFF 1432 6596410203 ELECTRIC LOT 27 BLK B RIVERBEND ESTATES RESIDENTIAL 0 0.51 GUNNIN PROPERTIES LLC 4648 RIVERSIDE DRIVE CHINO CA 91710
1157 LAKESHORE DR 1157 LAKESHORE DR 6596410291 ELECTRIC,WATER,SEPTIC LOT 26 BL B RIVERBEND ESTATES RESIDENTIAL 1 0.54 GUNNIN PROPERTIES LLC 4648 RIVERSIDE DRIVE CHINO CA 91710 River Bend Water Systems
1160 LAKESHORE DR 1160 LAKESHORE DR 6596410435 ELECTRIC,WATER,SEPTIC PT OF LOT 21B RIVERBEND EST RESIDENTIAL 2 0.68 MCCALL, LORI K 1160 LAKESHORE DRIVE FRANKLIN NC 28734 River Bend Water Systems
1332 RIDGE RD 1332 RIDGE RD 6596410613 ELECTRIC,WATER,SEPTIC LOT 21B BLK B RIVERBEND EST RESIDENTIAL 1 0.48 AMAYA, MATTHEW C 714 GREENWOOD ST FT WALTON BCH FL 32547-2203 River Bend Water Systems
40 ROBINHOOD LN 40 ROBINHOOD LN 6596411190 ELECTRIC,WATER,SEPTIC LOT 3 RESUB OF LOT 1 RIVERBEND ESTATES RESIDENTIAL 3 0.16 WASHINGTON, EDWARD 40 ROBINHOOD LANE FRANKLIN NC 28734 River Bend Water Systems
1186 LAKESHORE DR 1186 LAKESHORE DR 6596411449 ELECTRIC,WATER,SEPTIC PT OF LOT 21 BLK B RIVERBEND EST RESIDENTIAL 1 0.68 STEWART, MICHAEL 94 E MAIN ST FRANKLIN NC 28734 River Bend Water Systems
16 NORTH SHORE DR 16 NORTH SHORE DR 6596411972 ELECTRIC,WATER,SEPTIC LOT 2-A BLK D RIVERBEND EST RESIDENTIAL 1 2.26 SANCHEZ, JOHN W 16 NORTHSHORE DRIVE FRANKLIN NC 28734 River Bend Water Systems
26 ROBINHOOD LN 26 ROBINHOOD LN 6596412108 ELECTRIC,WATER,SEPTIC LOT 2 BL B RIVERBEND ESTATES RESIDENTIAL 1 0.17 NOLLE, MICHAEL S 26 ROBINHOOD LANE FRANKLIN NC 28734 River Bend Water Systems
0 OFF RD 1432 0 OFF RD 1432 6596412185 ELECTRIC LOT 4 RESUB OF LOT 1 BLK B RIVERBEND EST RESIDENTIAL 0 0.36 WASHINGTON, EDWARD 40 ROBINHOOD LANE FRANKLIN NC 28734
10 ROBINHOOD LN 10 ROBINHOOD LN 6596412228 ELECTRIC,WATER,SEPTIC LOT 1 RESUB OF 1 BLK B RIVERBEND RESIDENTIAL 1 0.22 GUNNIN PROPERTIES LLC 4648 RIVERSIDE DRIVE CHINO CA 91710 River Bend Water Systems
1292 RIDGE RD 1292 RIDGE RD 6596412518 ELECTRIC,WATER,SEPTIC LOT 22 BLK B RIVERBEND RESIDENTIAL 1 0.79 GREGORY, MARY V. LIFE ESTATE 115 MIMOSA DRIVE FRANKLIN NC 28734 River Bend Water Systems
0 OFF RD 1432 0 OFF RD 1432 6596413040 ELECTRIC LOT 24 BLK B RIVERBEND RESIDENTIAL 0 0.62 ANDERSON, JEANNETTE B TRUSTEE 513 WEST BEACON ROAD LAKELAND FL 33803
0 OFF RD 1432 0 OFF RD 1432 6596413189 ELECTRIC LOT 5 RESUB OF 1 BLK B RIVERBEND EST RESIDENTIAL 0 0.33 WASHINGTON, EDWARD 40 ROBINHOOD LANE FRANKLIN NC 28734
1203 LAKESHORE DR 1203 LAKESHORE DR 6596413320 ELECTRIC,WATER,SEPTIC LOT 9 RESUB OF 1 BLK B RIVERBEND EST RESIDENTIAL 2 0.48 BURRELL, ANTONITTE M.1203 LAKESHORE DRIVE FRANKLIN NC 28734 River Bend Water Systems
0 OFF RD 1432 0 OFF RD 1432 6596413693 ELECTRIC PORTION OF LOT 1 BL B RIVERBEND ESTATES RESIDENTIAL 0 0.57 MARTIN, MARSHALL G & JUNE 39 N SHORE DR FRANKLIN NC 28734
0 OFF RD 1432 0 OFF RD 1432 6596414269 ELECTRIC LOT 6 RESUB OF LOT 1 BLK B RIVERBEND EST RESIDENTIAL 0 0.5 WASHINGTON, EDWARD 40 ROBINHOOD LANE FRANKLIN NC 28734
1219 LAKESHORE DR 1219 LAKESHORE DR 6596414411 ELECTRIC,WATER,SEPTIC LOT 10 RIVERBEND EST RESIDENTIAL 1 0.5 YOUPEL, MERRIEN 1219 LAKE SHORE DR FRANKLIN NC 28734 River Bend Water Systems
0 OFF RD 1432 0 OFF RD 1432 6596414766 ELECTRIC LOT 4 BLK C SEC 7 RIVERBEND RESIDENTIAL 0 0.79 MARTIN, MARSHALL G & JUNE 39 N SHORE DR FRANKLIN NC 28734
39 NORTH SHORE DR 39 NORTH SHORE DR 6596414816 ELECTRIC,WATER,SEPTIC RIVERBEND EST OFF RD 1432 RESIDENTIAL 2 0.27 MARTIN, MARSHALL G & JUNE 39 N SHORE DR FRANKLIN NC 28734 River Bend Water Systems
0 OFF RD 1432 0 OFF RD 1432 6596415124 ELECTRIC LOTS 15 & 16 BLK B RIVERBEND EST RESIDENTIAL 0 0.48 WASHINGTON, EDWARD 40 ROBINHOOD LANE FRANKLIN NC 28734
7 BLK B RIVERBEND EST 7 BLK B RIVERBEND EST 6596415327 ELECTRIC LOT 7 BLK B RIVERBEND EST RESIDENTIAL 0 0.26 WASHINGTON, EDWARD 40 ROBINHOOD LANE FRANKLIN NC 28734
8 BLK B RIVERBEND EST 8 BLK B RIVERBEND EST 6596415485 ELECTRIC LOT 8 BLK B RIVERBEND EST RESIDENTIAL 0 0.25 WASHINGTON, EDWARD 40 ROBINHOOD LANE FRANKLIN NC 28734
11 BLK B RIVERBEND EST 11 BLK B RIVERBEND EST 6596415502 ELECTRIC LOT 11 BLK B RIVERBEND EST RESIDENTIAL 0 0.35 WASHINGTON, EDWARD 40 ROBINHOOD LANE FRANKLIN NC 28734
12 BLK B RIVERBEND EST 12 BLK B RIVERBEND EST 6596415661 ELECTRIC LOT 12 BLK B RIVERBEND EST RESIDENTIAL 0 0.3 WASHINGTON, EDWARD 40 ROBINHOOD LANE FRANKLIN NC 28734
67 NORTH SHORE DR 67 NORTH SHORE DR 6596415876 ELECTRIC,WATER,SEPTIC LOT 3 BLK C SEC 7 RIVERBEND EST RESIDENTIAL 1 0.34 HURSEY, RYAN STEPHEN 2031 LAKESIDE DR FRANKLIN NC 28734 River Bend Water Systems
14 BLK B RIVERBEND EST 14 BLK B RIVERBEND EST 6596416227 ELECTRIC LOT 14 BLK B RIVERBEND EST RESIDENTIAL 0 0.23 WASHINGTON, EDWARD 40 ROBINHOOD LANE FRANKLIN NC 28734
13 BLK B RIVERBEND EST 13 BLK B RIVERBEND EST 6596416384 ELECTRIC LOT 13 BLK B RIVERBEND EST RESIDENTIAL 0 0.24 WASHINGTON, EDWARD 40 ROBINHOOD LANE FRANKLIN NC 28734
0 OFF RD 1432 0 OFF RD 1432 6596416667 ELECTRIC PT LOT 5 & PT LOT 8 RESUB OF LOT 7 BL C RIVERBEND ESTRESIDENTIAL 0 0.7 REYNOLDS, CHRISTINE S PO BOX 1361 FRANKLIN NC 28744
0 OFF RD 1432 0 OFF RD 1432 6596417434 ELECTRIC LOT 18 BLK C SEC 7 RIVERBEND EST RESIDENTIAL 0 0.6 SCHWENDT, AXEL PAUL & AMELIE 18 WHITE OAK RD LANDENBERG PA 19350
0 OFF 1432 0 OFF 1432 6596418437 ELECTRIC LOT 19 BLK C SEC 7 RIVERBEND EST RESIDENTIAL 0 0.42 TURNER, SANDRA J 79 CSONKA RD FRANKLIN NC 28734
73 NORTH SHORE DR 73 NORTH SHORE DR 6596418700 ELECTRIC,WATER,SEPTIC PORTION OF LOTS 5 & 8 RIVERBEND ESTATES RESIDENTIAL 2 1.03 REYNOLDS, CHRISTINE S PO BOX 1361 FRANKLIN NC 28744 River Bend Water Systems
79 CSZONKA RD 79 CSZONKA RD 6596419756 ELECTRIC,WATER,SEPTIC LT 11,12,15 20 21 22 & SUB 7 &17 BLK C RIVERBEND RIVERBEND ESTATESRESIDENTIAL 3 2.65 TURNER, RAY LIFE ESTATE 79 CSONKA ROAD FRANKLIN NC 28734
73 HOPES HILL 73 HOPES HILL 6596500238 ELECTRIC,WATER,SEPTIC LAKE EMORY OFF 1325 RESIDENTIAL 2 1.89 COTTON, JACK H JR 48 HOPES HILL FRANKLIN NC 28734
1409 LAKE EMORY RD 1409 LAKE EMORY RD 6596500457 ELECTRIC,WATER,SEPTIC LAKE EMORY OFF RD 1325 RESIDENTIAL 1 0.48 AL GRANT, LLC 499 DOWDLE MOUNTAIN ROAD FRANKLIN NC 28734
1438 LAKE EMORY RD 1438 LAKE EMORY RD 6596500706 ELECTRIC,WATER,SEPTIC LAKE EMORY ON RD 1325 RESIDENTIAL 1 0.25 DRYMON, GINA MARIE 2902 ARMADILLO TR ARCADIA FL 34266
35 HOPES HILL 35 HOPES HILL 6596501526 ELECTRIC,WATER,SEPTIC ON 1325 RESIDENTIAL 2 1 LEONE, PHYLLIS 35 HOPES HILL RD FRANKLIN NC 28734
1452 LAKE EMORY RD 1452 LAKE EMORY RD 6596501832 ELECTRIC,WATER,SEPTIC ON 1325 LAKE EMORY RD RESIDENTIAL 2 0.69 DRYMON, GINA MARIE 2902 ARMADILLO TR ARCADIA FL 34266
121 RADIO HILL RD 121 RADIO HILL RD 6596502114 ELECTRIC OFF 1325 RESIDENTIAL 0 1.19 COLLIER, JAMES ROBERT 121 RADIO HILL RD FRANKLIN NC 28734
48 HOPES HILL 48 HOPES HILL 6596502318 ELECTRIC,WATER,SEPTIC TR 2 LAKE EMORY RESIDENTIAL 1 0.51 COTTON, JACK H JR 48 HOPES HILL FRANKLIN NC 28734
160 RADIO HILL RD 160 RADIO HILL RD 6596503077 ELECTRIC,WATER,SEPTIC LAKE EMORY RESIDENTIAL 3 1.01 COLLIER, J D 160 RADIO HILL RD FRANKLIN NC 28734
1494 LAKE EMORY RD 1494 LAKE EMORY RD 6596503839 ELECTRIC,WATER,SEPTIC RIVERBEND RESIDENTIAL 4 0.51 ALLEN, JAMES E SR 471 HWY 90 EAST RUPERT GA 31081 Per Town of Franklin
180 RADIO HILL RD 180 RADIO HILL RD 6596505434 ELECTRIC,WATER,SEPTIC RD 1325 LAKE EMORY COMMERCIAL 4 3.15 SUTTON RADIOCASTING CORPORATION P.O. DRAWER E TOCCOA GA 30577
1559 LAKE EMORY RD 1559 LAKE EMORY RD 6596507546 ELECTRIC,WATER,SEPTIC GENES GRADING COMMERCIAL 2 11.92 VANAERNAM, GENE 1278 NE 188TH AVENUE OLD TOWN FL 32680 Per Town of Franklin
1559 LAKE EMORY RD 1559 LAKE EMORY RD 6596507546 ELECTRIC,WATER,SEPTIC GENES GRADING COMMERCIAL 2 11.92 VANAERNAM, GENE 1278 NE 188TH AVENUE OLD TOWN FL 32680
0 CSZONKA LN 0 CSZONKA LN 6596511680 ELECTRIC LOT 23 & PT OF 7C RIVERBEND RESIDENTIAL 0 0.3 DAVIDHEISER, JAMES C & MARILYN 23 DOGWOOD PLACE SEWANEE TN 37375
0 CSZONKA LN 0 CSZONKA LN 6596511840 ELECTRIC LOT 17 BLK C SEC 7 RIVERBEND EST RESIDENTIAL 0 0.83 BANDI, FLORA 2741 NANCY ST ORLANDO FL 32806
137 CSZONKA RD 137 CSZONKA RD 6596513729 ELECTRIC,WATER,SEPTIC LOT 7D BLK C RIVERBEND EST RESIDENTIAL 1 2.14 BANDI, FLORA M 2741 NANCY ST ORLANDO FL 32806 River Bend Water Systems
1626 LAKE EMORY RD 1626 LAKE EMORY RD 6596519204 ELECTRIC,WATER,SEPTIC LOTS 1 & 2 ON RD 1325 RESIDENTIAL 2 0.69 MEDLIN, ROBERT B 2084 TREETOP BEND MARIETTA GA 30062 Per Town of Franklin
45 EMMANUEL RD 45 EMMANUEL RD 6596600856 ELECTRIC,WATER,SEPTIC LAKE EMORY RESIDENTIAL 1 1.5 ANDERSON, WILLIE 45 EMMANUEL ROAD FRANKLIN NC 28734 Told he had PWS during connection program?
0 RADIO HILL RD 0 RADIO HILL RD 6596603276 ELECTRIC OFF RD 1325 EXEMPT 0 0.55 MACON COUNTY 5 WEST MAIN STREET FRANKLIN NC 28734 BUFFER AT OLD FRANKLIN LANDFILL
129 EMMANUEL RD 129 EMMANUEL RD 6596603435 ELECTRIC,WATER,SEPTIC OFF RD 1325 EXEMPT 2 2.35 EMANUEL BAPTIST CHURCH TRUSTEES: JOE WHITE RAY HOUSTON, ALBERT SOUTHARD FRANKLIN NC 28734
96 EMMANUEL RD 96 EMMANUEL RD 6596603769 ELECTRIC LAKE EMORY RESIDENTIAL 1 0.5 SCHROCK, LARRY LIFE ESTATE 96 EMMANUEL RD FRANKLIN NC 28734
83&68 4-WHEEL DR/EMANUEL 83&68 4-WHEEL DR/EMANUEL 6596603808 ELECTRIC,WATER,SEPTIC LOT 4 GENE FRIZZELL PROP RESIDENTIAL 2 0.58 DIEZ, ANGEL O LIFE ESTATE 51 DELLWOOD ROAD FRANKLIN NC 28734 Meter at one house by County, added trailer after program?
110 EMMANUEL RD 110 EMMANUEL RD 6596604730 ELECTRIC,WATER,SEPTIC OFF RD 1325 RESIDENTIAL 1 0.6 HAIRE, STELLA ANN NORRIS 110 EMMANUEL RD FRANKLIN NC 28734 Well monitored during semi-annual GW for OFL
139 EMMANUEL RD 139 EMMANUEL RD 6596605507 ELECTRIC,WATER,SEPTIC OFF ROAD 1325 RESIDENTIAL 2 0.6 PHIPPS, COLLEEN ANNETTE 139 EMMANUEL RD FRANKLIN NC 28734
247 4 WHEEL DR 247 4 WHEEL DR 6596606394 ELECTRIC,WATER,SEPTIC LOT 2 & 3 GENE FRIZZELL PROP EXEMPT 0 2.18 MACON COUNTY 5 WEST MAIN STREET FRANKLIN NC 28734 BUFFER AT OLD FRANKLIN LANDFILL
1644 LAKE EMORY 1644 LAKE EMORY 6596610344 ELECTRIC,WATER,SEPTIC PART OF LOT 10 MCGUIRE PROP RESIDENTIAL 3 0.4 ROBINSON, JODY D 220 BENNETT FARMS TRAIL ACWORTH GA 30102 Not on water list, but she has PWS by County, and we abandoned her well.
1665 LAKE EMORY RD 1665 LAKE EMORY RD 6596611145 ELECTRIC,WATER,SEPTIC LAKE EMORY ON RD 1325 RESIDENTIAL 2 0.64 CUNNINGHAM, JEAN ANN 1655 LAKE EMORY RD FRANKLIN NC 28734 Not on water list, but thought we connected to PWS.
45 4 WHEEL DR 45 4 WHEEL DR 6596612020 ELECTRIC,WATER,SEPTIC LAKE EMORY RESIDENTIAL 2 0.75 VERRAN, JAMES H 208 QUAIL RIDGE TRL FRANKLIN NC 28734
Confirmed Potable Well in use on property
Connected to PWS: Checked against Town of Franklin Water Meter Readings
Unknown status:Presumed to have private well
Community Water (well) system
Green space with PWS service to property
Green space with unknown water resources
Green space that is very unlikely to ever be developed - e.g.: public utility