WQ0004797_Application_20060825

L N G I N E E R I N G & H Y D R O G E O L O G Y
50 COLLEGE STREET, ASHEVILLE, NC 28801
TEL.[phone] FAC.828.281.3351
www.altamontenvironmental.com
NON -DISCHARGE PERMIT APPLICATION
CLEMENT PAPPAS NC, INC.
125 INDUSTRIAL PARK ROAD
MOUNTAIN HOME, NORTH CAROLINA 28758
Prepared for
LEMENT • PAPPAS
August 25, 2006
Prepared by
Altamont Environmental, Inc.
50 College Street
Asheville, North Carolina 28801
[phone]

l N G IN E E R ING & H Y DR O G E O L O G Y
50 COLLEGE STREET, ASHEVILLE, NC 28801
TEL.[phone] FAC.828.281.3351
www.altamontenvironmental.com
NON -DISCHARGE PERMIT APPLICATION
CLEMENT PAPPAS NC, INC.
125 INDUSTRIAL PARK ROAD
MOUNTAIN DOME, NORTH CAROLINA 28758
Prepared for
LEMENT. pAPPAS
August 25, 2006
Prepared by
Altamont Environmental, Inc.
50 College Street
Asheville, North Carolina 28801
[phone]

E N G I N E E R I N G. & H Y D R Q G E. O L O G Y
50 COLLEGE STREET, ASHEvi LLE, NC 28801
TEL.[phone] FAC.828.281.3351
www.altamontenvironmental.com
August 25, 2006
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Aquifer Protection Section
2728 Capitol Boulevard
Raleigh, North Carolina 27604
Attention: Land Application Unit
Subject: Non -Discharge Permit Application
Non -Discharge Spray Irrigation System
Clement Pappas
Mountain Home, North Carolina
Permit Number WQ0004797
Dear Sir or Madatn:
Altamont Environmental, Inc. (Altamont), on behalf of Clement Pappas NC, Inc. (Clement Pappas), is
presenting this application for an additional storage tank and irrigation pump associated with the subject
non -discharge spray irrigation system. This letter provides background, a brief description of the
requested permitting action and lists all items and attachments included in the application package.
BACKGROUND
The current spray irrigation system has been expanded over time to meet increased demand from the
manufacturing facility. Since the system initially commenced operation, plans, specifications, operation
and maintenance manuals, pen -nit applications, and permits have been prepared and/or issued. The
following is a, chronological history of the primary permitting and operational events for the Clement
Pappas system:
• Autumn 1978 — Soil Systems, Inc. prepares the Land Application System ,4nalysis and
Design report for Seneca Lincoln Foods, Inc.
• November 14,1978 — The State of North Carolina Environmental Management
Commission issues permit number 5063.
• April 16,1979 — Brummett and Waddell, Inc., a construction contractor, begins
construction of the spray irrigation system.
• September 29,1979 — Brummett and Waddell, Inc. completes construction of the spray
irrigation system and commences system operation.
• Autumn 1979 — Soil Systems, Inc. prepares an Operation and Maintenance Manual for
Seneca Lincoln Foods, Inc.
PAClement Pappas\Non Discharge Permit\cover letter.doc

AuAmoNT
ENGINEERING & HYDROGE O L O G Y
50 COLLEGE STREET, ASHEv1LLE, NC 28801
TEL.[phone] FAC.828.281.3351
www.altamontenvironmental.com
August 25, 2006
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Aquifer Protection Section
2728 Capitol Boulevard
Raleigh, North Carolina 27604
Attention: Land Application Unit
Subject: Non -Discharge Permit Application
Non -Discharge Spray Irrigation System
Clement Pappas
Mountain Home, North Carolina
Permit Number WQ0004797
Dear Sir or Madatn:
Altamont Environmental, Inc. (Altamont), on behalf of Clement Pappas NC, Inc. (Clement Pappas), is
presenting this application for an additional storage tank and irrigation pump associated with the subject
non -discharge spray irrigation system. This letter provides background, a brief description of the
requested pennitting action and lists all items and attachments included in the application package.
BACKGROUND
The current spray irrigation system has been expanded over time to meet increased demand from the
manufacturing facility. Since the system initially commenced operation, plans; specifications, operation
and maintenance manuals, pen -nit applications, and permits have been prepared and/or issued. The
following is a chronological history of the primary permitting and operational events for the Clement
Pappas system:
• Autumn 1978 — Soil Systems, Inc. prepares the Land Application Systeln Analysis and
Design report for Seneca Lincoln Foods, Inc.
• November 14,1978 — The State of North Carolina Environmental Management
Commission issues permit number 5063.
• April 16,1979 — Brummett and Waddell, Inc., a construction contractor, begins
construction of the spray irrigation system.
• September 29,1979 — Brummett and Waddell, Inc. completes construction of the spray
irrigation system and connnences system operation.
• Autumn 1979 — Soil Systems, Inc. prepares an Operation and Maintenance Manual for
Seneca Lincoln Foods, Inc.
PAClement Pappas\Non Discharge Permitkover letter.doc

Land Application Unit
August 25, 2006
Page 2 of 6
• February 27,1987 - Earth Systems Associates, Ltd. prepares an Operation and
Maintenance Manual for Seneca Foods Corporation Southern Division.
• March 2001- Agri -Waste Technology, Inc. submits a Non Discharge Permit
Application to the North Carolina Department of Environment and Natural Resources
(DENR) on behalf of Northland Cranberries, Inc. for the expansion of the spray
irrigation system.
• October 23, 2001- The DENR issues permit WQ0004797 to Northland Cranberries,
Inc. in response to the permit application.
• 2001- Hobson Construction installs the expanded spray irrigation system in accordance
with Irrigation Specifications prepared by Agri -Waste Technology, Inc.
• July 23, 2002 - The DENR issues permit WQ0004797 due to a name change from
Northland Cranberries, Inc. to Clement Pappas NC, Inc.
The current system permit (WQ0004797) specifies the following:
• An 83,000 gallon per day (gpd) treatment and disposal capacity,
• A 100 gallon per minute (gpm) pump station,
• A two and a half million gallon (MG) lined aerated lagoon,
• A single 475 gpm spray irrigation pump,
• 48.4 acres of agricultural land utilized for spray irrigation, and
• Discharge requirements as follows:
o Irrigation shall not be performed during inclement weather or when the ground will
produce runoff
o Application rate shall not exceed a cumulative loading of 52-inches over twelve
months
o The instantaneous application rate shall not exceed 0.20-inches per hour
o The freeboard in the lagoon shall not be less than two feet at any time
o The groundwater in the application fields must be greater than three feet below the
ground surface
DESCRIPTION OF THE REQUESTED PERMITTING ACTION
This permit application package requests the addition of the following two items:
• A second 40 horsepower 475 gallon per minute spray irrigation pump, and
• An additional 1.75 MG wastewater storage tank including a transfer pump.
errriitted- icultu aal-land=utilizeFtor s ra u-ri at on Ii'a raued�tlreratlziltromal_e ul aent will re It
p gr P Y- . g Pp -. ,_ - - q p
uiltwo zztc dental-clian es to-the;cur ent system , The footprint o£Ihe '7 asiewate si-ragEEiINM
cansumez�appr2x�irnately-0;5 acres othe permitted, spray_applcation'-field-and-(2)ie mcreasea storage
PAClement Pappas\Non Discharge Permit\cover letter.doc

Land Application Unit
August 25, 2006
Page 3 of 6
eapacity--w.ll a11AWAhi :pe mitted flow ---rate to.increase`fronf83;000_gpd o 137 Q0 `gp`d Therefore, if this
application is approved, the following two existing permit specifications should be modified as follows:
• The "83,000 gpd spray irrigation treatment and disposal facility" should be changed to read
"137,000 gpd spray irrigation treatment and disposal facility"
• The "48.4 acre spray irrigation field" should be changed to read "47.9 acre spray irrigation
field"
Documentation in support of a request to modify non -discharge permit WQ0004797 is attached,
including engineering design calculations for the additional irrigation pump and a water balance estimate
demonstrating that the storage tank will allow for an increase in flow to 137,000 gpd. Figures included
with the attached engineering plans indicate the location of the proposed wastewater storage tank.
Clement Pappas is aware that the Division of Water Quality has proposed changes to the rules defined
under Title 15A Chapter 2 of the North Carolina Administrative Code (15A NCAC 2). The old rules (2H
Rules) are to be replaced by new rules (2T Rules). Clement Pappas submits this application with the
understanding that the new rules will not apply because this application is
• Submitted prior to promulgation of the new rules, and
• Not for a new or expanding facility.
This application is dated August 25, 2006. As of this date, the new rules have not gone into effect. The
facility has an existing permit, and the proposed modifications in this permit will not expand the ultimate
discharge capacity of the system. Therefore, this facility is not new or expanding.
LIST OF ITEMS AND ATTACHMENTS
This application package includes the following elements:
Attachment A
Application Form
Attachment B
Proof of registry of business
Attachment C
Watershed Classification Statement
Attachment D
Property Ownership Documentation
Attachment E
Most Recently Issued Permit
Attachment F
Analysis of Wastewater
Attachment G
Groundwater Analyses
Attachment H
Soil Analyses
Attachment I
Water Balance Calculation
Attachment J
Engineering Calculations for Additional Pump
PAClement Pappas\Non Discharge Permit\cover letter.doc

Land Application Unit
August 25, 2006
Page 4 of 6
Attachment K Engineering Plans
Attachment L Engineering Specifications
Application Fee
Certain elements specified in the application form are not included with this application. A description
of these items and justification for their absence follows:
Hydrogeologic Report
A hydrogeologic report was included with the March 2001 permit application prepared by Agri -Waste
Technology, Inc. In response to the March 2001 permit application, the DENR permitted new spray
irrigation fields. The new spray irrigation fields were permitted with an allowable application rate
equivalent to the old spray application fields (i.e. 52 inches per 12 month period).
Vol Iowmg:March-2UD1-4S-Xacres ofsp"ray-application feld-werep rmitted­48 4�acres6wrthssan
4allowable-irrigatiomcapac ty4Qf Staff liesT— ri tar-aerommo a�e�s a discharge-c p ca rty o� about-18 000�
cgpd.
submitted with the March 2001 permit application is still applicable.
Detailed Pollutant Loading Calculations
Recent wastewater sample laboratory analytical reports and chain of custody forms are included as
Attachment F. Wastewater samples were analyzed for the parameters described in the non -discharge
permit application instructions (i.e. Instructions for Form SIA 11-05). In general, the wastewater
concentrations are consistent with the concentrations submitted in -conjunction with the March 2001
permit application (calendar year 2000 concentrations). The results are also similar to the estimates
included the 1979 Land Application System Analysis and Design, which includes the detailed pollutant
loading calculations. Comparisons of some concentrations in milligrams per liter (mg/L) are as follows:
Parameter
Average July
July 2006
Average 2000
Average 2000
2006 Results
Compliance
Results
Results
Sampling Results
Prior to Holding
Prior to Surface
Prior to Holding
Prior to Surface
Lagoon
Application
Lagoon
Application
BOD
4,170
380
3,783
1,058
Total Phosphorus
6.1
14.6
11.7
9
Total Nitrogen
12
80
14.1
64
PAClement Pappas\Non Discharge Permit\cover letter.doc

Land Application Unit
August 25, 2006
Page 5 of 6
Wastewater concentrations along with soil depth and texture determine the permitted acreage and
allowable application rate. This application does not include new irrigation sites. Therefore, the soil
depth and texture has not changed. According to the 1979 Land Application System Analysis and
Design, "the land limiting constituent... at the Mountain Home site is the water volume." The original
estimated 1979 parameters and the 2000 and 2006 wastewater analyses are nearly equivalent.
Furthermore, Attachments G and H include historic soil and groundwater analyses. With the exception
of total organic carbon in groundwater, which may occur naturally, there has been only one exceedance
since May 2005. The exceedance was nitrate due to an improperly located well (MW-2). The well was
subsequently replaced (MW-2R) and new analytical results did not indicate an exceedance. In general,
soil and groundwater analyses indicate that the current system is capable of assimilating the pollutant
load.
One compound, fecal coliform, was detected in the recent wastewater samples. The source of fecal
coliform is likely due to animal waste (e.g. bird or rodent feces) conveyed via runoff into emergency
collection drains located outside adjacent to the shipping and receiving docks at the manufacturing
facility. The emergency collection drains are designed to divert the flow of waste in the event of an
overfill or rupture of product (e.g. apple juice) during loading and unloading. These collection drains
were installed as part of Clement Pappas' Stormwater Pollution Prevention Plan, which was prepared in
accordance with their Stormwater General National Pollutant Discharge Elimination System (NPDES)
permit.
Environmental Assessment
An environmental impact statement or assessment was not prepared because there are no public funds
involved in the project.
Soil Evaluation
This application does not include new irrigation sites. Therefore, a soil evaluation conducted by a soil
scientist is not required.
Agronomists Evaluation
This application does not include new irrigations sites or new cropping patterns for existing irrigation
sites. Therefore, an agronomist evaluation is not required.
Residuals Management Plan
Clement Pappas' system does not generate residuals that require storage, treatment, or disposal in
accordance with 15A NCAC 2H .0205(d)(1)(H) and 15A NCAC 2H .02190)(9). Therefore, a detailed
residual management plan is not required. .
PAClement Pappas\Non Discharge Permit\cover letter.doc

Land Application Unit
August 25, 2006
Page 6 of 6
Altamont, on behalf of Clement Pappas, appreciates your assistance with this project. We look forward
to approval of the additional wastewater irrigation pump and storage tank and subsequent increase in
daily flow rate and decrease in spray application area. If you have any questions or would like additional
information, please contact the undersigned at [phone].
Sincerely,
C opher F. Gilbert, P.E.
cc: Mr. Blake Kehoe, Clement Pappas
Attachments: A through L
Application Fee
Stuart A. Ryman, P.G.
PAClement Pappas\Non Discharge Permit\cover letter.doc

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
SURFACE IRRIGATION SYSTEMS
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
<THIS ONLINE APPLICATION CAN BE FILLED OUT USING
THE TAB KEY TO MOVE THROUGH THE FIELDS>
Application Number:
I. GENERAL INFORMATION:
RECEIVED 1 DEN 1 DWQ
AQUIFER-PRnTECTION SECTION
AUG 2 8 2006
(to be completed by DWQ)
1. Applicant's name (Owner of the facility, See Instruction A.): Clement Pappas NC, INC;
2. Complete mailing address of applicant: 10 North Parsonage Road
City: Seabrook State: NJ Zip: 08302
Telephone number: ( 828) 693-0711 Facsimile number: ( 828 ) 243-9572
Email Address:
3. Facility name (name of the subdivision, shopping center, etc.): Clement Pappas NC, INC.
4. Complete address of the physical location of the facility if different from mailing address of applicant:
125 Industrial Park Road
City: Mountain Home State: NC Zip: 28758
5. County where project is located: Henderson
6. Name and complete address of engineering or consulting firm (if applicable): Altamont Environmental,
Inc.
City: Asheville State: NC Zip: 28801
Telephone number: ( 828 ) 281-3350 Facsimile number: ( 828 ) 281-3351
Email Address: [e-mail]
7. Name and affiliation of contact person who can answer questions about project: Blake Kehoe
Email Address: bkehoe(c_clementpappas.com
H. PERMIT INFORMATION:
1. Project is: ❑ New; ®Modification; ❑ Renewal without modification
Note: Renewals without modifications should fill out sections I & II only, and sign the applicant's signature on the last
page of the application.
2. Fee submitted: $ 32500 (See Instruction C.)
3. If this application is being submitted for renewal or modification to an existing permit, provide:
existing permit number W00004797 and the issuance date July 3, 2002
4. Financial resources for this project include: ❑ public funds, ®private funds
5. Project disturbs more than one acre?: ❑ Yes; ® No.
If Yes, provide date when an erosion and sedimentation control plan was submitted to the Division of Land
Resources or local delegated program for approval:.
FORM: SIA 11-05 Page 5

6. Project includes any stream or wetland impacts?: ❑ Yes; ® No.
If Yes, provide date when Nationwide 12 or 404 permit, and corresponding 401 certification, was approved
or submitted for approval: Submitted: Approved:
7. Provide buffers used to maintain compliance with any applicable river basin rules in 15A NCAC 2B .0200
(e.g., Neuse River basin buffer rules, etc.): Buffers will be maintained from previous permit.
8. If project is in a Coastal Area as defined per 15A NCAC 2H .0400, list the measures that are being taken to
ensure compliance with this rule:
M. INFORMATION ON WASTEWATER:
1. Please provide a brief description specifying the origin of the wastewater (school, subdivision, hospital,
municipality, shopping center, industry, apartments, condominiums, etc.): Fruit and Juice Processing
2. Volume of wastewater flow for this project: 137,000 gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)): Ten year projected flow to
provide better use of existing irrigation fields
4. Nature of wastewater: ❑ 100% Domestic Waste (residential, commercial, etc)
® 100% Ixdustrial; Commercial (Non Domestic) ❑ 100% Animal Waste
❑ Municipal waste (town, city, etc)
If municipal, is there a Pretreatment Program in effect? ❑ Yes; ❑ No.
IV. GENERAL PROJECT INFORMATION:
1. Brief project description: Modification of current system to install additional pumps and storage tank.
2. System is: ® spray irrigation; ❑ drip irrigation*.
3. Does the project conform to all buffers as required in 15A NCAC 2H .02190)(5)? ® Yes; ❑ No.
*Please note that buffers for drip irrigation are those identified as "other surface disposal systems".
If No, please explain how the proposed buffers will provide equal or better protection of the Waters of the
State with no increased potential for health concerns or nuisance conditions, or provide a buffer waiver in
accordance with current Division policy, available on the NDPU web site:
4. The treatment facilities and wetted areas must be secured to prevent unauthorized entry. Details or
notations of restricted access measures should be shown on submitted plans. Briefly describe the measures
being taken (15A NCAC 2H .02190)(7)): Wetted areas will remain the same from previous permit
5. a. 100-year flood elevation: 2,069 feet mean sea level. Source: FEMA - Flood Insurance Rate Map
(Complete even if project is not within the 100 year flood area)
b. Are any treatment units or wetted areas located within the 100-year flood plain?: ® Yes; ❑ No.
c. If Yes, briefly describe.which units/areas and the measures being taken to protect against flooding.
Sprayfield No impacts expected to sprayfields in the event of 100 year flood.
6. Method to provide system reliability (see instruction P): The system has storage capacity sufficient to span
significant power outages Additionally, influent wastewater flow can be controlled by the Plant Manager.
7. a. Type of disinfection:NA
b. If chlorine, specify detention time provided: minutes. Please indicate in what part of the
wastewater system chlorine contact time occurs (i.e. chlorine contact chamber):
c. If UV, provide manufacturer's details within application package and specify the number of
lamps _
FORM: SIA 11-05 Page 6

8. Measures taken to provide thirty (30) days of residuals holding (15A NCAC 2H .02190)(9)): Residuals are
not generated in wastewater.
V. DESIGN INFORMATION (For septic tanks & sand filters) Not Applicable
1. If applicable, provide the location of each design element in the specifications and/or engineering plans:
Treatment Units
(list each separately)
How
Many
Provided
Dimensions
L z W z H
(ft)
Volume
(Gallons
Surface
Loading
Rate
GPD/ftZ
Page Number in the
Plans & Specifications
Plans Secs
Septic Tanks
Must conform to
criteria in T15A 18A
.1952-.1954
na
Primary Sand Filters
na
Secondary Sand Filters
na
*NOTE: if a treatment system other than sana niters is to oe usea for seconaary treatmem, please suuuiiL a
separate page with specific details of sizing and treatment ability and provide manufacturer's documentation
for support.
2. Have effluent filters been provided for septic tank? ❑ Yes ❑ No.
DESIGN INFORMATION (For Earthen Impoundments) Not Applicable
1. Provide the number of earthen impoundments in the system:
2. Are any impoundments designed to receive adjacent surface runoff? ❑ Yes ❑ No
If Yes, please specify which impoundment: and the drainage area: f
3. Are impoundment(s) designed to include a discharge point (pipe, emergency spillway, etc)? ❑ Yes ❑ No
4. Provide the design measures proposed for impoundment liner protection from wind drive wave action:
5. Provide date when notification of intent to construct a dam was submitted to the Division of Land
Resources (15A NCAC 2K .0200):
Notification Submitted on:
❑ Permit Issued on: ❑ Permit Unnecessary per the Division of Land Resources
FORM: SIA 11-05 Page 7

6. If applicable, provide the location of each design element in the specifications and/or engineering plans:
Page Number in the
Plans &
Specifications '
Design Element (Primary Impoundment)
Plans Secs
Purpose of Impoundment ❑ Treatment ❑ Storage
Liner ❑ Synthetic ❑ Clay ❑None*
Proper installation and testing of liner
Inside Berm Surface Dimensions of Impoundment (LxWxH)
feet
Bottom Dimensions of Impoundment (LxWxH)
feet
Embankment side slope
Mean Seasonal High Water Table Depth
feet
(depth below ade)**
Finish grade elevation of impoundment
feet
Depth from bottom of impoundment to top of embankment
feet
Total Volume of Impoundment
ft
Design Freeboard (2 feet minimum)
feet
Depth of minimum liquid level (top of treatment zone or
feet
permanent liquid level))
Depth of sludge storage area provided
feet
Effective treatment or storage volumeprovided***
ft
Effective treatment or storage time provided
days
Design Influent BOD loading
Lbs BOD/acre/day
at average operating level
*NOTE: Please refer to 15A NCAC 2H .0219(f) for liner requirements.
**NOTE: The liner shall be protected from impacts of the seasonal high water table as necessary.
***NOTE: The Division requires that treatment volume not be considered part of storage volume. The storage
volume should be calculated between the top of the treatment zone/sludge zone, or permanent liquid level (as
indicated by outlet pipe) and maximum allowable liquid level in the impoundment.
DESIGN INFORMATION (For Mechanical Treatment Systems)
1. Type of mechanical treatment system (activated sludge, fixed film, suspended growth, etc): Existing
aeration in holding lagoon to control any unpleasant odors in the vicinity. Holding lagoon will not be
altered from previous permit.
FORM: SIA 11-05 Page 8

2. If applicable, provide the location of each design element in the specifications and/or engineering plans:
TFeatment Units
(list each separately)
How
Many
Provided
Dimensions
L x W x H ft
Volume
Gallons
Page Number in the
Plans &
Specifications
Plans I Secs
Flow Equalization Basins**
Pumps
Blowers
1
120.3' Diameter
x 24.18' Height
1,929,067
Gallons
Figures 3,
8, and 9
Section
4.0
1
Capacity (GPM): 500 GPM
Type: Capacity (CFM) each:
Grit Removal Chamber
Bar Screens
Spacing
❑ Manually cleaned ❑Mechanically cleaned
Flow Splitter Boxes
Overflows to equalization basin provided? ❑ Yes ❑ No
Influent Flow Measuring Device
Location:
Type:
Aeration Basins
Pumps
Blowers
Detention Time at design flow (hrs):
Sludge Retention Time (days):
Capacity (GPM):
Type: Capacity (CFM)each:
Clarifiers
Waste Sludge Pumps
Return Sludge Pumps
Capacity (GPM):
Capacity GP
P tY (GPM):
Surface Loading Rate (GPD/f ):
Weir Length (ft):
Weir Loadin Rate (GPD/ft):
Sludge Holding
Basins/Thickening
Pumps
Blowers
Holding Time (days):
% solids of Final Sludge
Capacity (GPM):
Type: Capacity (CFM)each:
Tertiary Filters
Media Specifications
Loading Rate (GPM/ft):
Clearwell
Pumps
Capacity (GPM):
Mudwell
Pumps
Capacity (GPM):
Chlorine Contact Basin
Pumps
I Capacity (GPM):
Effluent Flow Measuring Device
Location: Following New Irrigation Pump
Type: Rosemount Magnetic Flowmeter 8705 TSA 06051 WONO
Auxiliary Power Source
❑ Permanent ❑ Portable
Capable of powering all essential units? ❑ Yes ❑ No
** New holding tank will provide 14 days of additional storage.
FORM: SIA 11-05 Page 9

VI. DESIGN INFORMATION FOR IRRIGATION SYSTEM
1. If applicable, provide the location of each design element in the specifications and/or engineering plans:
Page Number in the
Plans &
Specifications
Design Element
Plans I Specs
Dimensions of Irrigation Pump Tank (LxWxM
Total Available Volume of Irrigation Pump Tank
Dosing Volume of Irrigation Pump Tank
gallons
Capacity of pumps
500GPM
Figures3
Section
at 215 TDH
and 7
5.0
High Water Alarms
Audible Alarm
vl
Visual Alarm
Equipment to prevent irrigation during rain events if
irrigation controls are automatic
2. List any equipment (note sheet number of the plans or page number in the specifications) not specifically
mentioned above (pump -hoist, odor control equipment, etc.):
3. Minimum depth to mean seasonal high water table within irrigation fields per Soil Scientist's Evaluation:
feet below ground surface.
4. Loading rates recommended by the Soil Scientist Evaluation:
Soil Area
Fields/Zones
Loading Rate
Loading Rate
Loading
If Seasonal, list
within Soil Area
Inches/Hour '
Inches/Year
Recommended
appropriate months
❑ Annual
❑ Seasonal
❑ Annual
❑ Seasonal
❑ Annual
❑ Seasonal
❑ Annual
❑ Seasonal
❑ Annual
❑ Seasonal
5. Design loading rates are equal or less than the loading rates recommended by Soil Scientist? ❑ Yes ❑ No
If No, explain:
6. Size of wetted irrigation area: square feet; or acres.
DRIP IRRIGATION SYSTEMS: Not Applicable
7. Provide the location of each design element in the specifications and/or engineering plans:
Design Element
Page Number in the Plans & Specifications
Plans Specs
Number of Emitters
Design Wetted Area of Emitters
ftz
Distance Between Drip Lines
feet
Distance Between Drip Emitters
feet
Flow per emitter
GPM
at:
psi
Elevation of Highest Emitter
feet
FORM: SIA 11-05 Page 10

SPRAY IRRIGATION SYSTEMS: Will Remain Unchanged
8. Number of operational zones within irrigation system:
9. Provide the location of each design element in the specifications and/or engineering plans. It may be
necessary to provide additional tables for separate irrigation zones and/or separate nozzle types within
zones if there are significant differences. Please see Instruction N and Instruction O to ensure all
information is provided as required.
Design Element
Page Number in the Plans & Specifications
Plans Secs
Zone
Number of Nozzles
Total Design Wetted Area of Nozzles
ft2
Flow per Nozzle
GPM
at:
psi
Elevation of Highest Nozzle
feet
FORM: SIA 11-05 Page 11

Professional Engineer's Certification:
I, CWZ%S OeVia Y . G ►L3-CL-% , attest that this application for Ci.Cbsp11 i'AMM N` 5—, .0 ► r�"c- has
been reviewed by me and is accurate, complete and consistent with the information supplied in the engineering plans,
calculations, and all other supporting documentation to the best of my knowledge. 1 further attest that to the best of
my knowledge the proposed design has been prepared in accordance with this application package and its
instructions as well as all applicable regulations and statutes. Although certain portions of this submittal package
may have been developed by other professionals, inclusion of these materials under my signature and seal signifies
that I have reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance
with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification (signing authority must be in compliance with 15A NCAC 211.0206(b), see Instruction A):
(signing authority name and title) attest that this
application for ��E�� �,P,��s tiC' h� .(facility name) has been reviewed by me and is
accurate and complete to the best of my knowledge. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Quality
should a condition of this permit be violated. I also understand that if all required parts of this application package
are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-
215.6B, any person who knowingly makes any false statement, representation, or certification in any application
package shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil
penalties up to $25,,00000 per violation.
Signature: Date:
RECEIVED 1 DENR I DWQ
AQUIFER-PROTFCTION SECTION
AUG 2 8 2006
FORM: SIA 11-05 Page 12

07/31/2006 NON 16:06 FAX [phone] Clement pappaa
0002/005
NOIDTH-CAROLINA
Department of The Secretary of State
To all whom these presents shall come, Greetings:
.I, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do
hereby certify the following and hereto attached to be a true copy of
ARTICLES OF INCORPORATION
OF
CLEMENT PAPPAS NC, INC.
the original of which was filed in this office on the 21st day of May, 2001.
IN WITNESS WHEREOF, I have hereunto
set my hand and affixed my official seal at the
City of Raleigh, this 21 st day of May, 2001
Secretary of State
oocwnent W: 2193e9o55

07/31/2006 Moa 1.6:07 FAX $56 451 3689 clement pappae
�OD3/OD5
`. SOSID: 591 &%
Date Filed: 6/21/2001 11:05 AM
Elaine F. Marshall
ARTICLES OF INCORPORATION
North Carolina Secretary of State
OF
21 138 9065 CLEMENT PAPPAS NC, INC.
THE UNDERSIGNED, in order to form a corporation under and pursuant to the
provisions of the Business Corporation Act of the State of North Carolina, does hereby certify as
follows:
The narne of the Corporation is CLEMENT PAPPAS NC, INC.
The address of the registered office of the Corporation in the State of North Carolina is
327 Hillsborough Street, Raleigh, County of Wake, North Carolina. The name of the
Corporation's registered agent at such registered office is Corporation Service Company.
ARTICLE III
The Corporation is formed to engage in any lawful activity for which corporations may be
organized under the Business Corporation Act of North Carolina.
_ .►
The aggregate number bf.shares which the corporation shall have authority to issue is
100,000 shares common, with no par value.
ARTICLE V
The ixicorporator of the Corporation is Geoffrey Weber, Esquire, whose mailing address
is Archer & Greiner, P.C., One Centennial Square, Haddonfield, New Jersey 08033, and whose
powers hereunder shall terminate upon the filing of these Articles of incorporation.

E004/005
07/31/2006 tmx M 07 FAX [phone] clement pnppae
ARTICLEVI
The names and mailing.address of the persons who are to serve as the directors of -the
Corporation until the first annual meeting of stockholders or until their successors are elected and
qualified are as follows:
NAdame ss
Dean C. Pappas c% Clement Pappas and Company, Inc.
10 North Parsonage Road
CS 3000
Seabrook, N] 03302-0550
Peter.C. Pappas c/o Clement Pappas and Company, Inc.
10 North Parsonage Road
CS 3000
Seabrook, Nr 08302-0550
Wayne RomianeZA c% Clement Pappas and Company, Inc.
10 North Parsonage Road
CS 3000
Seabrook, NJ 08302-0550
A director of the corporation shall not be personally liable to the Corporation or its
stockholders for monetary damages for breach of fiduciary duty as a director, except'or liability
(i) for acts or omissions that the director at the time of snch breach knew or believed were clearly
in conflict with the best interests of the corporation, (ii) under G.S. 55-8.33, pertaining to
unlawful distributions, (iii) for any transaction from which the director derived an improper
personal benefit, or (iv) for acts or omissions occurring prior to the date this provision becomes
effective. As used herein, the term "improper personal benefit" does not include a director's
reasonable compensation or other reasonable incidental benefit for or on accotmt of his service as
a director, officer, employee, independent contractor, attorney, or consultant of the Corporation.

State of North Carolina
Department of Environment and Natural Resources'° : �u
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT AUG 0 9 2006
Any changes made to this form will result in the application beingret�trnYed'.iOE
(THIS FORMMAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL) -- - -•�
INSTRUCTIONS:
To determine the classification of the watershed(s) in which the subject project will be located, you are required to
submit this form, with Items 1 through 8 completed, to the appropriate Division of Water Quality Regional Office
Water Quality Supervisor (see Page 2 of 2) prior to submittal of the application for review. At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5-minute USGS Topographic Map that shows the surface waters
immediately downslope of the project. You must identify the location of the project and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy. If the facility is
located in the Neuse River Basin, also include a copy of the soil survey map for the project location. The
corresponding non -discharge application may not be submitted until the appropriate regional office completes
this form.
1. Applicant's name (name of the municipality, corporation, individual, etc.):
BLAKE KEHOE —PLANT MANAGER
2. Name and complete address of applicant: CLEMENT PAPPAS NC, INC.
125 INDUSTRIAL PARK ROAD
City: MOUNTAIN HOME State: NC Zip: 28758
Telephone number: L828, 693-0711 Facsimile number: (_828_) 697-2984
3. Project name (name of the subdivision, facility or establishment, etc.): CLEMENT PAPPAS NC. INC.
4. County where project is located: HENDERSON
5. Name(s) of closest surface waters: MUD CREEK
6. River basin(s) in which the project is located: FRENCH BROAD
7. Topographic map name and date: HENDERSONVILLE USGS QUADRANGLE 1965, REVISED 1990
8. North Carolina Professional Engineer's seal, signature, and d
TO: REGIONAL OFFICE WATER QUALITY SUPERVIS(
Please provide me with the classification(s) of the surface water.
these activities will occur, as identified on the attached map segment:
(s) where
Name(s) of surface waters and river basin(s): IT)UJ CY"-k Vyeh Y► F)v� R+Y2.l Ba6in
Classification(s) (as established by the EMC): CI&SS G
Proposed classification(s), if applicable:
River basin buffer rules, if applicable:
Signature of regional office personnel:
FORM: WSCA 11105 Page 1 of 2
Date: 9 — //'QCP

t. ]1067 P06B
. Return to: .. -
Lloyd. Sigman-414 Long Shoals -Arden NC 26704
Excise Tax:$..1I i.l t)l): s�.` j / eaen6 on CoN C:IDRegisterof Deeds
:NORTH CAROLINA GENERAL WARRANTY DEED
'THIS DEED,: Made this.8th day of June, 2001 by and between
GRANTOR GRANTEE
NORTHLAND CRANEERBIES, :CLEMENT PAPPAS NC, INC.,
INC., a -Wisconsin corporation, a North Carolina corporation
800 First Avenue South c/o Clement Pappas & Company, Inc.
Wisconsin Rapids, Wisconsin 54495 10 North Parsonage Road, Seabrook, _.
New Jersey 08302
The designation Grantor and Grantee as used herein shall include said parties, their
heirs, successors, and assigns and shall include singular, plural, masculine, feminine or
neuter as required by context.
WITNESSETH.:
The Grantor; has bargained and sold and does by these presents does .hereby grant,
bargain, sell and tonvey to'the grantee:4n fee simple,'its successors and assigns, all those
certain lots lying.and'being in Hoopers Creek Township and Hendersonville Township,
-Henderson County, North Carolina, with the buildings and improvements thereon,erected
and more particularly described as follows:
SEE'EI1HI.BI1"'A" ATTACHED HERETO AND MADE A. PART HEREOF
TO HAVE AND.TO HOLD the aforesaid lots or parcels of land and all privileges
and appurtenances thereto belonging"to the Grantee in fee simple, its successors and -
.assigns forever. l

31067._ "069

EXHIBIT.A
Legal Description
Parcel 1:
Being ali that piece, parcel or tract of land lying and being situated in Hobpers Creek Township',
Henderson County, State of North Carolina,and being more paiticularly described as-foIlows:
Beingall`ofTraots Two and Three.described in Deed Book 871 page 764 and that parcel
described in D.B.'947 page 459 and the Maxwell Tract described in D.B. 947 Pg.. 459:
Beginning at a point,'said point -being the Point of Beginning of the Maxwell Tract described in
D.B. 947 Pg. 459 and running with the centerline of a creek seventeen' (17) calls'to-wit:
S4l °18'03"W for a distance of 30.85 feet to a point; thence S03'09'39"E for a distance of 84:79
fee.td a point,`said point also being the Point of Beginning of Tiact Two as described in D.B.
871 Pg. 674; thence continuing:with the centerline: oft creek S06°15'07''E' for a distance of 10.04 -
feet to a point; thence S10'08'41"W for a distance of 35.17 feet to a point; thence S50 °51'04"E
for a-4tanbe of 22:85 feet to a point; thence S10 °36'29','); for a distance'of 53.25 feet to'a point;
thence S01'36'42"E for a distanco of 50.45 feet to a point; thence S86 °26'56"E for a distance of
27.50 feet 'to a point; thence SOI '16'31"W for a distance of 44.93 feet to a point; thence .
S18'41',24"W for a distance of 15.77 feet to a point; thence S33'08'28"W for a distance of 20.44
feet to a poim;'.thence S09'45'14"•W fora distance of 46.94 feet to a point; thence S30'23'21"W
fora distance of 170.45 feet.to a point thenc:&S27623:1 l"W for a distance of 320.30 feet -to a
point; thence S22' 19'04"W for a•distance of 75.40 feet to a,point; thence'357'27'17".W f0i a
distance of 16,58 feet to a paint; thence S 14'2O'53'W fora distance of 562.70 feet to a point
tiAd*i,e .the.said creek enters Mud Creek; thence:turning-and running with.Mud Creek for three
:. cal srttaWit ' hk?'1'43'58"W for a:distance of.93.18 feet to a point; thence N54vOlT "W for ,
' distance Of213.35•feet-to a.point;.thence N40'06:22"W for a distance of26.97 feet to a point;
thence it"g'and running with,the'boundary Iine'of Tract Three as described in D., B. 87:1 Pg:
764, S50°54'18"W for a distance of 1538.47 feet to a 1"..iron pin on the northeastemargin'of
Vgerton Road; thence with said margin of Egerton Road N40'01'16"W for a distance of 389.74
feet to a I " iron pin; thence turning and running with the northwestern pr6pe4 line of said Tracf
Three 1V30°56 42"E for a distance of 1484.56 feet to,a point, said point being the Point of
Beginning.ofsaid Tract Three and being located, in Mud Creek; thence following Mud Creek and the southern property -line of Tract Two; N63'04'3811W for a distance of 9.42•feet to a point;
thence N62°00'00"W fora distance 470.00"feef to a point; thence N62'30'00"W for a distance
of.125:06 feet to a point;. thence N65'3000"W for a distance of 125.00 feet to a.point; _thence
N57°30'.00"W for a distance of 112.13 feet to a.point, said point being the southwesternmost
corner of said: Tract Two; thence a line with Tract Two N26°51' 10"E for a distance of 30.05 feet
to a point onsaidproperty'line; thence with the southern boundary line of the Maxwell Tract
mentioned above and Mud Creek'twenty-three (23) lollno-wit: N69' 02'59"W for a distance of
115.24 feet to,a point; thence•N52'44'40"W for a distance of 167.58 feet -to a point; tlience
N56'1035"W for a distance -of 258.91'feet to a point; thence N19 °06'39"E for a distance of

1
31067 P073
97.93 feet to a poi'rt; thence N26'39'0l' V✓ for adistance of 162.99 feet to a point; thence
N45°48'I6"W for a distance of 106.52 feetto a point; therice N57'39'48"W for a *distance. of'
95.69 feetto a.poiht;'tlience N52'37'10"W for a distance of 233.64 feet to a.point; thence-.
N21'37' 11"W fora distance of 235.02 feetto a point; thence N73'4410"W for a distance of
11.2.55 feetto a point; theiice SW46'36"W fora' distance of 300.49 feetto a point; thence
S64°26'03"W fora distance of 202.24 feet to a point; thence N87'59'25"W for a distance of
187.32 feet to a point;'.thence N89'39'15"W for a distance of 323.16 feet to.a point; thence
981' 1'0'31"W for a'distance'of 176.94 feet'to'a point; -thence S68'20'03 "W for a distance of
'133.39 feet to a point: thence S74'24'05"W for a distance`of 148.52 feet to a point; thence
N30' 16'27"W for a distance of 176.85 feet to a point; thence N73'48'43"W. for a distance of
194.74 feet to a point; thence N67'04'47"W for a distance of 148.83 feet to a pointy thence'
N65'21'40"W for a distance of 207.42 feet to a point; thence N65�'58'52"W for a distance;of - ;
173.35 feet to a point; thence S89'47'18"W -for a. distance of 61.14 feet. to.a point. at or near the
intersection of Mud Creek and the eastern margin ofNorfolk-Southern Railroad; thence with said
margin -of Norfolk -Southern Railroad N22'34`35"W for a distance of 1577.23 feet to a point;
thence turning and running with the property -line lsetween fl &Makwell Tract and Lane
S57'01'03"E for a distanee of900.87 feetto an iron piir.thenee S57°06'45"E for a instance of
97.84 feetto an iron pin in -a -ditch line; thence with said ditch line and the western side,of Byers
Farm Road S57' 13'55"E for a distance of 862.71 feet to = iron pin; thence S35'45'03."W fdr a
distance of 486.62 €eet to: an iron pin; thence S64'31'35"E for a distance of 319.39 feetto an iron
pin; thence N20'58'42"E for a distance of.497.15 feet to an iron. pin; thence S59' 1.1'03':'E.for a'
distance of 40.00 feetto an iron pin; thence N06'20'57"E fora distance of 434.59 feetto anirons
pin; thence turning -and running with the. property line between th'eMaxwell.Traci and Hyder and
with a fence line, N88'41'22"E for a dislance'of 1279,39 feet t6 an'.iron pin; ihence,80V 13'45" F,
:for a distance of 376.73 -feet, to an existing fence post; thence•N98' 12'51 " E for a distance of
224.61 feet to an iron pin; thence N01'30'32"E for a distanceof 415.83 feet to an iron pin, said
pin being located on,the southern right-of-way line of Interstate 26; thence with said right-of-way
of Interstate 26 ten (10) calls to -wit:. on a curve to the left a chord bearing and'distance of.
i S48'58'32"E for a distance of 675.40 feet (R=3954.72',.L=676.227.to a RAv monument; thence
S53'32'32"E for a distance bf 154.72 feet to a R/W monument•thence on a curve to the .left a
chord bearing and distance of S52'45'45"E for a distance of 142.25 fact (R=3720:53% L=142.26.D
to a R/W monument; thence S51 °34'46"E for a distance of 187.3.0 feet toa R/W monument
thence S45'38'08" E for a distance of 3.17.08 feet to'a.$/W monument; thence S58°47`55'.'E for a
distance of 301.04 feet toan iron pin; thence on a curve to the left a chord bearing and distance
of S61 °5.1'41.'.'E'for. a distance of,116.38 feet (R=1098.0', L=116.43) to.an iron pin; thence
S76°ST ;!E•for a,distance of 303.69.feetto-a R1W monument thence S60°51'28"E fora. ,
distance of 65:49 feet to aniron pin; thence.on a curve to the left a chord -bearing and distance, of
S60'4722"E for adistance of 66.70 feet (R=2751.78% L=66.70') to a"point, said.point being the
Point of Beginning. Contains:144.40 Acres more or.less.
��'}jj(T!,'v�.:.v_;1n.,_::,.;f;.Y::KtT!'?'%'�'J '.+3j%k'kl'f'•: .. .. - :s'

7.1
Parcel 2-.
Being'all that piece or parcel,of land lying in Hendersonville Townships Henderson County.,
State ofNprth Carolina and being more particularly described as follows:
Beg'tnping on a 1':K"Nail at the intersection of the•ceriterline of Southern Railroad and the
riorthwesfer"ght-of=way'of Cloverdale Road and running with said right-of-way of Cloverdale
Road N33 degreeg.25' 25f E for a. distance of 215:40 feet to anew iron pin; thence 49 degrees
43'-14';E-for a distance of 593.00.feet to a P.K: Nail at the intersection. of rights -of -way of
northwestern.right•of way.of Clovetdale Road and the southwestern right-of-way of Edgerton
Road; thenceon a cmelo the right a chord bearing and distance of S 85 degrees 08' 26" E for a
distance.of 9&2b feet "— .00, L=108.92�'to a_ new iron pin; thence with the southwestern -
nght=of way of EdgertonRoad 9•40 degrees 00' 00" E for a distance of 909.09 feet (passing an
iroa;Ou .@ 843.291) to a pointuttlie iritersection;of1be'southwestern right=of way of Edgerton '
Road and 'the southwestern right-of-way.of Industrial Park Road, thence with a curve to. the right
a chord -bearing and distance of 9 01. degree 17' 05"• W'�for a distance.of 43.19 feet-(R=32.73,
L�7,:1'7)'to &point on said right=of--way, thence S 42 degrees 34' 08" W for a distance of 848.22
feeG(passmg and iron piri Cu 55.52')'to a RR Spike in the centerline of Southern Railroad; thence
with'the Centerline of Southern Railroad N 40 degrees.00' 00" W fora distance'l057.84 feet to
. the Pa nf. of Beginning. Contains 21.03 Acre§ more or less:
-'BEING the same -land and prainises which became vested in Northland Cranberries, Inc.,
a seonsin ebrporation by Deed from 'Seneca,Foods Corporation, a New.Ydrk corporation
dated December 30,1998, recorded in the Register'of Deed for Henderson Countyon May 17, .
20.0in Batik No:1024, Page 236&c.

::.
31067.. P.O75
E7�TT' Iran
y 1.
Right of Way and Easement contained in Deed to Seneca Foods Corporation from Witham M.' ,
Maxwell and Margaret E. Maxwell.dated April. 17, 1979 in Book 575 of Deeds at page 609.
2.
Right of upper and lower riparianowners in and to'the use of the waters of Mud Creek, Byers
Creek and any'aavigable waters located on the Real Property. and the natural flows thereof: ,
3.
Rights of the railroad company servicing railroad siding located on We Real Property in and to
'to
the ties, rails and other properties constituting said railroad siding'oi in and the use thereof and
also rights df otliers thereto entitled iuand to. the:use'therodf.
4.
Unrecorded eascment'and lease granted by Seneca Foods -Corporation ;to Enerydyne III, LLC. ;
pursuant to Steam Purchase Agreement dated 9/25/96.
5. " •
, . ;>Deed.of Trust to Tiusiee(s) for W. M.. Maxwell and wife, Margaret E. Maxwell, recorded in Book`
6.
.7.41, page 188, Henderson CountyRegistry. ,..
Buildingrestricfiofi line(s), easemeni(s) and other matters.as shown.on a plat recorded in Plat Book .
7.
7, at Page 117; Henderson County Registiy.
Easement(s) to Duke Power Company recorded in Book 309, Page 47; Book 332, Page. 79; Book "
347, Page 254; Book 371, Page 180; Book 481, Page 29; Book 509, Page 484; Book 588, Page
770; and'Eook 680, Pdgcs 206 and 207, Henderson County Registry. "
8.
Judgment for the right,of way by,,DukePoWer Company recorded in,Bock,589, Page,414, '
Henderson County Registry.
: 9.
Right of Way Deed recorded in Book 499, Page221, Hegderson•County Registry:: . • .:..
10.
Right of Way recorded in Book 744, Page 235 (Byers Farm Road), and •Book 420,: Page 475,
'
11.
Henderson County Registry: ' ; : r ' '.r
Sdmmey Outdoor Advertising, Inc., lessee, for advertising space, a memorandum of which is
recorded in Book 915, Page 685, Henderson County Registry. Thiss lease was replaced with one
of The Lamar Companies leases referred to in (17) below
12.
Summey Outdoor Advertising, Inc., lessee, for advertising space, a memorandum of which is
recorded in Book M8, Page 765, Henderson CountyRegistry. This lease was replaced with one of :
The Lamar'ChYnpanies leases referred toxin (17) below:
13.'
Boundary Line Agreement as sei'forih in that certain agreemeat recorded in Book 574, Page 825;
_
14..
Heuderson.Count • Registry.
' -Leas Agreement with Capital Outdoor, Inc.'dated March dd; 1998, fdi advertising space;.iecorded.
in Book 951,:Page 43, Hendersu¢ County•Registry.
Right of way -maintenance proVBionk recorded in Book 871, Page 764, Henderscin C untyReg.iptry.
16.
" '' Right of way agreement with'Duke Power Company recorded in Book 545, Page 71.9. Henderson
17.
County Registry. :
Unrecorded leases by:Northland as lessor to The Lamar Companies as lessee for advertising space '
(Renewal %eases dated 4/22199).
.18.
Rights. of Way of Clo6erdale Avenue.
19.
Rights of Way of Edgerton Road.
20:
`Rights of Way of Ltdu'strial Road '...
" 21.
Interstate 26 is a limited access highway and direct access thereto is.not provided.
,a
a� -
T. 7_
r.•
t
i

PROPERTY RECORD CARD
Page 1 of 1
Henderson County Propert rRecord Card I PAGE
1/1 1 DATE 1 08102/2006
OWNERSHIP
PID
NEIGHBORHOOD
SALES INFORMATION
CLEMENT PAPPAS NC INC
10 N PARSONAGE ROAD
. SEABROOK NJ 08302
9966505
1007 MOUNTAIN HOME
REVENUE
STAMPS
DATE
TRANSFERRED
DEED BOOK
AND PAGE
PIN
CYCLE
STATUS
00-9661-10-
2876_55
A
ACTIVE
11100.00
06/26/01
10671.068
ANCESTOR
ZONING*
LAND USE
VERIFIED
SALE
SALE DATE
VALIDITY
CODE
99612481
99275731
0112150
OU
105
PROPERTY ADDRESS
TAX DISTRICT
ACCOUNT
BLDG #
PHYSICAL SITUS UNKNOWN
07 MOUNTAIN
HOME FIRE
254257
NULL
VISITATION DATA
PROPERTY DESCRIPTION
CLASS
DOC ACRES
APR. ACRES
DATE
ID
SOURCE I
VISIT CODE
SR1632 EGERTON RD
CO
150.1
150.1
11/09/98
LS
ESTIMATE
LAND INFORMATION
BUILDING INFORMATION
SEG
1
2
3
4
5
SECTION
AlB
C
D
E
F
G
I H
1
J
TYPE
3
10
6
21
21
TYPE
ACRE
3.00
133.61
9.30
1.30
2.96
SOFT
SOFT
130680
STORIES
BUILDING
SKETCH
(Open Full _Page)
RATE
20000
6000
3500
1500
1500
WALL
SOIL
YEAR
USE
E. AGE
ADJ
CDU
_
AMOUNT DEFERRED
$0.00
GRADE
MARKET VALUE
NA until Jan. 2007
MKT F
NA until Jan.
2007
_ OUTBUILDINGS
PHYS
BLDG
1
2
FUNCT
TYPE
BN
MI
BSMT A
USE
28
99
BSMTF
SIZE
30X52
30X60
ATTIC A
GRADE
D
D
ATTIC F
YEAR
1960
1970
BEDROOMS
CDU
A
A
FULL
VALUE
1000
f 400
1
HALF
GENERALREMARKS
HEATING
0-05-22-00000.7
F OPEN
F STACK
TAX VALUE SUMMARY
DISCLAIMER
AC
COST
MARKET
INCOME
Current property values are not available from this property record card. Please contact
the Assessor'$ Office to obtain a current tax value. The Information on this site Is
current as of January 25, 2005. This Information Is collected for Inventory of property found
Within this Jurisliction,and Is compiled from recorded deeds,plals, and other public records and
data. Users of this information are hereby notified that the aforementioned sources should be
consulted for verification of the Information contained In this report.
'
TOTAL BUILDING VALUE
LAND
NA until Jan.
2007
NA until Jan.
2007
NA until Jan.
2007
NA until J. 200T
BUILDINGS
NA until Jan.
2007
NA until Jan.
2007
NA until Jan.
2007
BUILDING REMARKS
TOTAL MARKET
VALUE
NA until Jan.
2007
NA until Jan.
2007
NA until Jan.
2007
36X52
TOTAL AMOUNT
DEFERRED
NA until Jan.
2007
TOTAL TAX
VALUE
NA until Jan.
2007
NA until Jan.
2007
NA until Jan.
2007
http://www.hendersoncountyne.org/Output/ spBuildingSketch..isp?Bldg=1&PID=9966505 8/2/2006

Page 1 of 1
PROPERTY RECORD CARD
PAGE �
111
DATE 08l0:
Henderson County Propert Record Card NEIGHBORHOOD
SALES INFORMATION
' OWNERSHIP
PID
9966506 C707A MTN.HOME INDUST. PK
REVENUE
STAMPS TRANSFERRED
DATE DEED
AND
CLEMENT PAPPAS NC INC
PIN CYCLE
STATUS
11100.00 08128101 ]O6:
10 N PARSONAGE ROAD
00-Q660-OB-7013-55 A
ZONING*
ACTIVE
LAND USE
VERIFIED
SALE DATE VAL
Cl
ANCESTOR
500
SALE
SEABROOK NJ 08302
0112146 9933161 I.2
ACCOUNT
BLDG tF
4900000
08/26/01
PROPERTY ADDRESS
TAX DISTRICT
07 MOUNTAIN HOME 254257
NULL
VISITATION DATA
125 N EGERTON RD
FIRE
❑OC ACRES
APR. ACRES
DATE ID
SOURCE VISIT
PROPERTY DESCRIPTION
CLASS
18.01 , 01/08/03
MS
ESTIMATE R
SR1632 EGERTON RD
IN 18.61
BUILDING INFORMATION
D INFORMATION
LANB C D
5 SECTION A E
�-
F
G -H
I J
BEG 1 2 3 4
TYPE C2 C844A C844A 0523A C502A
TYPE 3 1
3 5.65
SQFT 74004 94800 46560 4992 2600
BUILDING SKETCH O .en FuILPa e
ACRE 1
SQFT 564726 246114
STORIES 1.0
RATE 125 35
WALL
YEAR 1972
SOIL
E.AGE
USE
CDU AVERAGE
ADJ
AMOUNT DEFERRED $0.00
GRADE C
MKT F NA until Jan. 2007
MARKET VALUE NA until Jan. 2007
OUTBUILDINGS
PHYS
BLDG 2 3�
FUNCT
TYPE CS CT
BSMT A
USE 200 201
BSMT F
ATTIC A
SIZE
C C
ATTIC F
GRADE
YEAR 1978 1978
BEDROOMS
CDU A A
FULL
VALUE 4800 7800
HALF
HEATING
GENERAL REMARKS
F OPEN
TAX VALUE SUMMARY
0-05-22-00000.6
F STACK
COST
MARKET INC
DISCLAIMER
AC
NA until Jan.
. NA until Jan. NA ur
TOTAL BUILDING VALUE
LAND
2007
2007 2(
NA until Jan.
NA until Jan. NA ur
Current property values are not available from this property record card.
NA until Jan. 2007
BUILDINGS
2007
2007
Please contact the Assessor's Office to obtain a current tax value. The
January 25, 2005. This information Is
TOTAILAMARKET
an.
NA untilLUE
NA unntiil an. NA 21
Information on this site is current as of BUILDING REMARKS
of led from
noflthis
NA until Jan.
collectedInformation
deeds plats and other publicfoundrecoiin rdslhis and data. Users
TOTAL AMOUNT
DERRED
2007
are hereby notified that the aforementioned sources should be consulted for
the Infonnatlon contained In this report.
SENECA FOOD CORP
TFEOTAL TAX
NA until Jan.
NA until Jan. NA ur
2007 21
verification of
VALUE
2007
8/2/2006
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��F \N /irF9Q Michael F. Easley, Governor •'
t William G. Ross Jr., Secretary
G North Carolina Department of Environment and Natural Resources
ol rGregory 1. Thorpe, Pb.D., Acting Director
Division of water Quality
May 23, 2002
MICHAEL STRICKLAND —. GENERAL MANAGER
CLEMENT PAPPAS NC, INC.
10 NORTH PARSONAGE ROAD
BRIDGETON, NI 08302
Subject: Application No. W00004797
Additional Information Request
Surface Irrigation Modification
Henderson County
Dear Mr. Strickland_
The Non -Discharge Permitting Unit, Groundwater Section and Asheville Region Office have
completed a preliminary engineering review of your permit application for the modification of the subject .
spray irrigation permit However, additional information is required before we may continue our review.
Please address the following items no later than June 22, 2002.
General:
1. In view of the fact that the subject wastewater is industrial in nature, no variance may be
granted to the 3 foot vertical separation regulation [15A NCAC 211.0219 (e)] without
predictive calculations or modeling that clearly demonstrates that groundwater standards will
not be compromised. However, in lieu of the previous statement, the applicant may begin
applying wastewater to the subject fields when the vertical separation is greater than 3 feet
and then continually apply (same'dosing event) as long as the vertical separation does not fall
below one (1) foot -
Therefore, if the ability to spray when the vertical separation is greater than three feet and
continually apply (same dosing event) until the 1 foot vertical separation limit is acceptable
to the Permittee, please notify me and I will modify the permit to include this language.
However, if the Permitinine would like the ability to begin spraying on the subject fields when
the vertical separation is less than 3 feet, predictive calculations and/or modeling must be
provided in order for a variance to be granted.
If you have any questions regarding the above statement, please contact me at (919) 733-
5083 x 533. Please also notify me of your intentions (either option) and I willbegin making
the necessary changes to modify the existing permit
Non-DisebargePermitting Unit Imtemet http9/h2o.eorstatc.uc.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]
An Equal opportunity Action Employer 50% recycled/10%postcoasumQPaper

' Please reference the subject permit application number when providing the requested
information. Five copies of all should be submitted to my attention'at the address listed above. Please
note that failure to provide this additional information on or before June 22, 2002, may result in your
application being returned as incomplete. If you have any questions regarding this request, please'cal]
me at [phone], extension 533. Thank you for your cooperation and timely response.
cc: David Goodrich — Groundwater Section
Roy David — Asheville Regional Office
Michael A. Koral, P.E. — Clement Pappas -
Permit File WQ0004797
+ .j
Sincerely, /
Nathaniel D. Thornburg
Environmental Engineer
Non -Discharge Permitting Unit

(;LEMNNT PAPPAS RECEPTION f�]001
OaO� W ArF9QG Michael F. Easley, Govcriror .
William G. Ross Jr.. Secretary
7/ North Carelia.'t Mpatunent of Environment and Natural Resources
r Alan W. UnIck P.E., Director'
"1 Division of Water Quality
P T
July 23, 2002
MICIiA15- P. STRICKLAND
CLEMENT PAPPAS NC, INC.
10 NORTH PARSONAGE ROAD
SEABROOIC, NJ 08302-0550
- Subject Permit No. WQ000479'' Correction
Clelment Pappas Mountain Home Facility
Wastewater Spray Irrigation
Heu&rson County
Dear Mr. Strickland:
In accordance with a telephone request received on July 23; 2002, %%t are forwarding herewith a
corrected Pago I of Permit No. WQD004797 issued July 3, 2002, for the subject facility -
The following corrections have been made to the permit:
1. The permitted system description has been modified to exclude the linear footage and
siass of piping used on the spray irrigation fields.
Please replace Pale 1 with the corrected Page 1 into Permit Na- W00004797 issued July 3, 2002.
` If you have any gw;stions regarding this Inquest, please do not hesitate to contact Nathaniel Thornburg at
[phone], extension 533. Thank you for your cooperation.
Sincere
/Alan V1r Klimek, P.E./_
cc: Asheville Regional Office, Water Quality Section
Groundwater Section, Central Office
Groundwater Section, Asheville Regional Office
Non -Discharge Compliance and Enforcement Unit
Permit Application File W00004797
aw
NL�
Non -Discharge Per tdn8 Unit Internet huprJ&2o.eoratatc=.oslndpu
1617 Mail Service Center, Raleigh, NC 7.7699.1617 Telephone [phone] Fag •[phone]
DENR Customer Scrvioe Center Telephone t 900 623-7748
An Equal Opportunity Action Employe 50%recycicd/,D%post-consumer paper

..... c rnn 0:,04,7DOl40 ULriMEM' rAYYAS HEUEFfIUN fQ 002
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SPRAY IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
- and -other applicable Laws, Rules, and Regulations
PERMISSION 1S BEREBY GRANTED TO
Clement Pappas NC, Inc.
Henderson County
FOR THE
the Continued operation of a 83,o00-GPD spray irrigation treatment and disposal facility consisting' of a septic
tank, a 100-GPM pump station, approximately 2,200 linear feet of 6-inch force main, a 2.5-MCT aerated lagoon, a
475-GPM spray irrigation pump and a 48.4-acre spray irrigation field and all associated piping, valves, controls,
spray heads and appurtenances to serve the Clement Pappas Mountain home Facility, with no discharge of wastes
to the surface waters, pursuant to the application received March 28, 2002, and in conformity with the project
plan, specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until June 30, 2007, shall void Permit No.
WQ0004797 issued October 23, 2001, and shall be subject to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
1. -The Spray iitigatio� facilities shall be effeclively'maiiutained and operated at all times so that there is
no discharge to the surface waters, nor any contamination of ground waters which will render them
unsatisfactory for i ionnal use. In the event that the facilities fail to perform satisfactorily, including
the creation of nnrsance conditions or failure of the irrigation area to adequately assimilate the
wastewater, the Pe m-Attee shall take immediate corrective actions including those actions that may be
required- by the Division of Water Quality (Division), such as the construction of additional or
replacement wastewater treatment and disposal facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface
or groundwaters rrsuiting from the operation of this facility.
3. The residuals generated from these treatment facilities must be disposed in accordance with General
Statute 143-215.1 and in a manner approved by the Division.
4. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.

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' ip aeeordsnvalvi�fs the ycnrlsions of Artkle 21 of Chaptee lt3, Genessil gtgtutec of Yordt Cataliaa>s o �
LiNe, Rttlas, as1dAF1'�ado
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I,MMLSgC)N IS HMtWl GRANTED TO
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Clement Pappas NC; AC,
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MR TEM
the continued oxratioo Of. 13"")-(" dr ti ' t,eaweat.na m� ► f ctu►y �s:tlstlag of a septic
s feet of 6• fame team, a 25 MG seated "'gone, a
ttnk, a IW-GP1Kpump :taflon, apps oxituatdy 2,200 ILWW
��
` 47d•4l'�7 spay istigtti°o pump. ,.
ago n "slier'
Cfs. spray heads
p
4y�rsiaat�tr sad a 48A errs >Pn►y lroidoa fseld and all
Home i�a�iifty. with no diccbuse th wore: to the
&isy With rp
2
pad spputteameee to saris ft CiemeatRsppas MoLmtaia
to the applicstian rz"xived Mnaft 28, 2(142, atld ur conformity wills for ptojecl p1en.
Depsrtmm t of Borirocsm«st and
Rf 2
n1 rp
earface r at ,.psusuat
.wfm� neatly 61::d A'sd apprOYDd by the
' groc[Eicallons, and Cibts uRt"---9 data sty
y >
riatgmlReaeusceandanmldetcdaPat ofditpemit r
lIrmo e-11 "uld pcamil M'
date of Issuance unt41
A v.
grin permit tantll ,be affative from tke
20Q1, toss s)talt � subject to tbs follnWillg p c'rfind ceodiaM mL'a d*.sr. tfon
WQ.D004797 issued OdAW73,
�
to
' r.r nsanns�IANC 5� ANDAIi119 i
1 me gVsay irrgstion facilities sba" be effects= nsatata+a� end bauLd d A tirms so that them is
marls wliie6 will sender dress
x
ne discharge to the sndtace waters, s)Q any oantansiniticn of fin
far oarngf use. In the emt that the fscllilles !ail to Pert°'n' aalaCaotmilY, i�ludioB
to adcgmtdy assbnUate tiro
ansatiaFaatary
the ereatioo of nnL oanddlonsi cc aulnre of ft irrigation area
the Peardltm chat lute nnmediate caicclh c actions Wluaing those adfass that may he
of addiii°nal os
tyasmvnteff
regnited by the D1vlelon of Water Quality'(Diitsi°n), ;Bch, the ectslroc&n
treatra®t red d'aFosal Encililies
. rephcentenl A'astGwates
The ltsuance of llns Ferrmt shall trot relime— the Per�sloe of the recpcnsibility fordsmagea to surface
2.
Of graaadwaters resulting from the apefstion of shls faeffily.
o
_ �3�� in accordassce with ne •
Ito rsiduailStatute
0
r
3.
143 2 �1 end U s snarsr�.er approved r7ithaI7i'nm°a•�
�.
q, s}sversiat or byparciog of the uutsueredl wastrn ater from the ttptID facilities is slu:
c
U

=OF WA7F9Q
Michael F. Easley, Governor
G William G. Ross Jr., Secretary
_ vJ - r North Carolina Department of Environment and Natural Resources
35
Alan W. Klimek, P.E., Director
Division of Water Quality
July 3, 2002
MICHAEL P. STRICKLAND
CLEMENT PAPPAs NC, INC.
10 NORTH PARSONAGE ROAD
SEABROOK, NJ 08302-0550
Subject: Permit No. WQ0004797
Clement Pappas Mountain Home Facility
Wastewater Spray Irrigation
Henderson County
Dear Mr. Strickland:
In accordance with your application received March 28, 2002, we are forwarding herewith Permit No.
WQ0004797, dated July 3, 2002, to Clement Pappas NC, Inc. for the continued operation of the subject
wastewater treatment and spray irrigation facilities.
This permit shall be effective from the date of issuance until June 30, 2007, shall void Permit No.
W00004797 issued October 23, 2001, and shall be subject to the conditions and limitations as specified therein.
Please pay particular attention to the monitoring requirements in this permit Failure to establish an adequate
system for collecting and maintaining the required. operational information will result in future'compliance
problems.
Please note there are several new/modified conditions not included in your permit issued July 16, 1997.
➢ Condition 11.12 — This condition requires that a waste level gauge be installed within sixty (60) days
of permit issuance.
➢ Condition H.13 — The storage/irrigation pond embankments shall have a protective vegetative cover.
➢ Condition V.3 —This condition has been modified to allow the Permittee to continually apply on
Field 5 and the Southern portion of Field 4 to the one -foot vertical separation limit,
as long as the groundwater level was greater than three feet from the surface prior to
spraying.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit This
request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-
6714. Unless such demands are made this permit shall be final and binding.
Non -Discharge Permitting Unit Internet httpJ/h2o.eur.state.nc.usindpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/1 0% post -consumer paper

If you need additional information concerning this matter, please contact Nathaniel Thornburg at (919)
733-5083 extension 533.
Sin i y, t
- _V6 Alan W. Klimek, P.E.
cc: Henderson County Health Department'
Asheville Regional Office, Water Quality Section
Asheville Regional Office, Groundwater Section'
Groundwater Section, Central Office
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit
Water Quality Central Files
NDPU Files
2

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
1 DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
- RALEIGH
SPRAY IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Clement Pappas NC, Inc.
Henderson County
FOR =
the continued operation of a:83,000-GPD spray irrigation treatment and disposal facility consisting of a septic
tank, a 100-GPM pump station, approximately 2,200 linear feet of 6-inch force main, a 2.5-MG aerated lagoon, a
475-GPM spray irrigation pump, approximately 7,000 linear feet of 2-inch force main, 6,600 linear feet of 3-inch
force main, 2,700 linear feet of 4-inch force main, 2,400 linear feet of 6-inch force main and 4,200 linear feet of
8-inch force main, and a 48.4-acre spray irrigation field and all associated piping, valves; controls, spray heads
and appurtenances to serve the Clement Pappas Mountain Home Facility, with no discharge of wastes to the
surface waters, pursuant to the application received March 28, 2002, and in conformity with the project plan,
specifications, and other supporting data subsequently filed and approved by the Department of Environment and
Natural Resources and considered a part of this permit
This permit shall be effective from the date of issuance until June 30, 2007, shall void Permit No.
WQ0004797 issued October 23, 2001, and shall be subject to the following specified conditions and limitations:
PERFORMANCE STANDARDS
1. The spray irrigation facilities shall be effectively maintained and operated at all times so that there is
no discharge to the surface waters, nor any contamination of ground waters which will render them
unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily, including
the creation of nuisance conditions or failure of the irrigation area to adequately assimilate the
wastewater, the Permittee shall take immediate corrective actions including those actions that may be
required by the Division of Water Quality (Division), such as the construction of additional or
replacement wastewater treatment and disposal facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface
or groundwaters resulting from the operation of this facility.
3. The residuals generated from these treatment facilities must be disposed in accordance with General
Statute 143-215.1 and in a manner approved by the Division.
l _� 4. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.

5. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence or places of public assembly under separate
ownership;
b) ' 150 feet between'wetted area and property lines, l .}
c) 100 feetl;6fweer► wetted area aud_ wells;
d) 100 feet between wetted'area and drdinageways-or surface wafer bodies;
e) 50 feetbetween wetted area and public right of ways,
f) ' 100 feet between wastewater treatment 'units'and wells, and .,
g) � �50 feet .between wastewater treatment units and property lines.
Some of the buffers specified above may not have been included in previous permits for this waste
treatment and disposal system. These buffers are not intended to prohibit or prevent modifications,
which are required by the Division, to improve performance of the existing treatment facility. These
buffers do, however, apply to modifications of the treatment and disposal facilities which are for the
purpose of increasing the flow that is tributary to the facility. These buffers do apply to any
expansion or modification of the spray irrigation areas and apply in instances in which the sale of
property would-caiise any of the buffers•now:complied with, for the treatment and disposal facilities,
to be violated. The applicant is advised that any modifications to the existing facilities will require a
permit modification.
11. OPERATION AND MAINTENANCE REOUHMdENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the, facility, by the Water Pollution Control System Operators Certification
Commission (WPCSOCC), the Permitteeahall:employ a certified wastewater treatment plant operator
to be in responsible charge (ORC) of the wastewater treatment facilities. The operator must hold a
certificate -of the type and grade at least equivalent to or great than the classification -assigned. to the
wastewater treatment facilities by the WPCSOCC. The Permittee must also employ a certified back-
up operator of the.appropriate type and.grade to comply with the conditions of 15A NCAC 8G .0202..
The ORC of the facility must visit each Class I facility at least weekly and each:Class 1, III, and IV
facility at least daily, excluding weekends and holidays, and must properly manage and document
daily operation and.maintenance of the facility and must comply with all other conditions of 15A
NCAC 8G .0202.
3. A suitable year round vegetative cover of Tall Fescue and Reed Canary Grass shall be maintained.
4. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the spray field.
6. The facilities shall be effectively maintained and operated as a non=discharge system to prevent the
discharge of any wastewater resulting from the operation of this facility.
7. The application rate shall not exceed a cumulative loading of 52 inches over any twelve (12) month
period at an instantaneous application rate not to exceed 0.20 inches per hour.
8. No type of wastewater other than that from Clement Pappas Mountain Home Facility shall be sprayed
onto•the•irrigation area ..._ ... _ ...:.........:.
9. - No traffic or equipment shall be allowed on the disposal area except while installation occurs or while '
normal -maintenance -is being•performed.
10. Public access to the land application sites shall be controlled during active site use. Such controls
may include the posting of signs showing the activities being conducted at each site.

11. Freeboard in the lagoon shall not be less than two feet at any time.
12.. A waste -level gauge, to monitor waste levels in the storage pond, shall be installed within 60 days of
issuance of this permit. This gauge shall have readily. visible permanent markings indicating the
�} maximum liquid level at the top of the temporary liquid storage volume, minimum liquid level at the
bottom of the temporary liquid storage volume,_and top .of the dam elevati' s..Caution must be taken
not to damage the integrity of..the_liner, when installing.the gauge. .
13. A protective vegetative cover shall be,established aril maintained on all earthen basin. embankments
(outside toe of embankment to mazimum pumping:elevation), berms, pipe runs, erosion control areas,
and surface water diversions. Trees, shnibs, and other woody vegetation shall not be allowed to grow
on the earthen basin dikes or embankments. Earthen basin embankment areas shall be kept mowed or
otherwise controlled and accessible.
M. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to insure surface and ground water protection will be established and an
_.. acceptable sampling reporting schedule shall be followed.
2. Adequate records shall be maintained by the Permittee tracking the amount of wastewater disposed.
These records shall include, but are not necessarily limited to, the following information:
a. date of irrigation,
b. volume of wastewater irrigated, \
c. field irrigated,
d length of titre field is irrigated, .
continuous weekly, monthly, and• year-to-date hydraulic (inches/acre) loadings for each field,
f. weather conditions, and::
g. maintenance of cover.crops.
vertical separation for Fields 4 and 5... .
3. Itillnent. flow. shall . be. continuously. monitored and daily flow values shall be..reported on Form
NDMR. .
-The Permittee shall install an appropriate .flow .measurement device consistent• with approved
engineering and scientific practices to ensure the accuracy and reliability of influent flow
measurement. Flow measurement devices selected shall be capable of measuring flows with a
maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of
once per year, and maintained to ensure that the accuracy of the measurements is consistent with the
accepted capability of that type of device. Records of flow measurement device calibration shall be
kept on file by the Permittee for a period of at least three years: At a minimum; data to be included in
this documentation shall be:
a. Date of flow measurement device calibration
b. Name of person performing calibration
c. Percent from true flow
4. The effluent from the subject facilities shall be monitored.by the Permittee at the point.prior to
irrigation every March, July and November for the following parameters:
BOD5
TSS,.
Total Coliform
pH
NH3 as N
Sodium
Magnesium
Calcium
Sodium Adsorption Ratio b Calculation

5. Three (3) copies of all operation and disposal records [as specified in Condition 111(2)] on Form
NDAR-1 and three (3) copies of all effluent monitoring data [as specified in Conditions M(3) and
HI(4)] on Form NDMR-1 shall be submitted on or before the last day of the following month. All
info rmation.shall be submitted to the following address:
'1vC Division of Water Qualify'
•. c _ ;.t_
ftlki Quality Section
'- -Non=Discharge Compliance/EnforcemelitUnit.
"16111VIaiYSecvice Center'
_.. _... ' Italeiglr; North Carolina 276994617 '
6. A representative annual soils analysis (Standard Soil Fertility Analysis)shall be conducted on each
spray field and the results. maintained on file by the Permittee for a minimum of five years. The
Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following
parameters:
Acidity
Manganese
Potassium
Calcium
PercentHumic Matter ,
Sodium
Copper
pH
Zinc
Magnesium
Exchangeable Sodium Percentage
Phosphorus
Cation Exchange Capacity
Base Saturation (by calculation)
7. Noncompliance Notification:
The Permittee: shall. report. by telephone fo the Asheville Regional Office, telephone number (828)
251-6268,:as"soon.a's p'6ssibl6,.b4.'in`.no.:case more than'24 hours or on the next working day
following the occurrence or firsf knowledge of the occurrence of anyl of the following: -
a. Any occurrence at the wastewater treatment facility which results. in the treatment of significant
amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the
contents of a sludge digester, the known passage of a slug of hazardous substance through the
facility; or any other unusual.circumstances.
b. Any process unit failure, due to .known or unknown reasons, that render the facility incapable of
adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by. -pass directly to
receiving waters without treatment of all 4 any poctibr of the influent to such station or facility.
d. Any time that self -monitoring information indicates that the facility has gone out of compliance
with its permit limitations:
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five (5) days following fast knowledge of the occurrence. This report must outline the.actions taken
or proposed to be taken to ensure that the problem does •not recur:
4

IV. GROUNDWATER REQUIREMENTS
1. Sampling Criteria:
a. The new monitoring wells, designated as MW-5, MW-6, MW-7 and MW-8 shall be sampled
May and November for the parameters: listed .below. The existing monitoring wells, MW-2 and
MW-4, shall also be samp)ed zvery May ,and November for the following parameters. Prior to
sampling the parameters;,We measurement, of water levels must be taken. The depth to water in
each well shall be measured from the^surveyed point the top of the casing. The measuring points
(top of well casing) of all monitoring wells shall besurveyed relative to a common datum.
Nitrate (NO3)
Chloride
Total Ammonia Nitrogen (NH3-N)
pH
Total Dissolved Solids (TDS)
Fecal Coliform
Sulfate (SO,)
Water Level
Volatile Or anic"Coin' ourids (VOC) *
Total Organic Carbon (TOC)
* Sample in November only
b. For TOCs, if concentrations greater than 10 mg/1 are detected in any downgradient monitoring
well, additional sampling and analysis must be conducted to identify the individual constituents
comprising this TOC concentration. If the TOC concentration as measured. in the background
i monitor well exceeds 10 rng/1 this concentration will be taken to represent the naturally
occurring TOC concentration. Any exceedances of this naturally occurring TOC concentration in
the downgradient wells shall be subject to the additional sampling and analysis as described
above.
c. For Volatile Organic Compounds (VOIN'sampled in November use only one of the following
methods:
1) Standard Method 6230D, PQL at 0.5 ug/L or less
2) Standard Method 6210D, PQL at 0.5 ug/L or less
3) EPA Method 8021, Low Concentration, PQL at 0.5 ug(L or less
4) EPA Method.8260, Low Concentration, PQL at 0.5 ug/L or less
5) Another method with prior approval by the Groundwater Section Chief
Any method used must met -the following qualif cations: .
(1) A laboratory must be DWQ certified to run any method used.
(2) The method used must, at a minimum, include all the constituents listed in Table VIR
of Standard Method 6230D.
(3) The method used must provided a PQL at 0.5 ug/L or less which must be supported by
laboratory proficiency studies as required by the DWQ Laboratory Certification Unit.
Any constituents detected above the MDL but below the PQL at 0.5 ug/L must be
qualified (estimated) and reported.
5

2. Reporting / Documentation
a. All reports and documentation (GW-59) shall be mailed to the following address:
Groundwater Section ( )
Permits and Compliance Unit; .
• 6361VIai1$ervice CenYer'�"'
,. ..... ..... -. ... - ,_ .... .. ,._ Raleigh; NC 27699=Zb36' . .. _. ..
Updated blank forms (GW=59) maybe downloaded from the Groundwater Section's website at
hM://ew.ehnr.state.nc.usi or requested from the address mentioned above.
b. The results of the sampling and analysis must be received on Form GW-59 (Groundwater Quality
Monitoring: Compliance Report Form) by the Groundwater Section, Permits and Compliance
Unit, 1636 Mail Service Center Raleigh, N.C. 27699-1636 on or before the last working day of
the month following the sampling month. The data of all groundwater sampling analyses
required by the permit conditions must be reported using the most recent GW-59 form along with
attached copies of the laboratoryyanalyses.
3. Vertical Separation Requirements:
a. Waste application activities shall not occur when the vertical separation between depth of
application and the water table is as less than three (3) feet. Verification of the water table
elevation can be confirmed by water level readings obtained from the monitor well(s) near the
site or auger boring(s), which must be done within 24 hours, prior to application of wastewater.
Any. open borings must be properly filled with native- soil, prior to application to decrease the
chance -of any waste contaminating the groundwater. However, application may continue to take.
place: when•'the .separation distance: is between_ one. and three• feet: as • a result ;of application
activities, but:at no time will.it be less than 1 foot..
b. Prior. to, each application (year round) rin.Irrigation Field 5 and, the southern portion of Irrigation
Field 4, the permittee shall determine us the piezometers .to determine if the ground water table is
within three (3) feet of the surface, and shall record the, ground water elevation in relation to the
surface [See Condition 1]1(2)]:
c. If it is determined by the Division that the ground water table in the lowland fields is repeatedly
within the three (3) foot vertical separation, and that continual loading will only decrease the
vertical separation distance and possibly adversely effect the groundwater quality, the Division
shall require that use of Irrigation Field. 5 and Irrigation Zone 2 of Field 4 be discontinued
-indefinitely.
4. Applicable Boundaries
a. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is for the
disposal system constructed after December 31, 1983 is established at either (1) 250 feet from the
waste disposal area, or (2) 50 feet within the property boundary, whichever is closest to the waste
disposal area. An exceedance of Groundwater Quality Standards at. or beyond. the Compliance
Boundary, is subject to immediate _remediation :action in addition - to the penalty provisions
applicable under.Geneml Statute 143-215.6A(a)(1).:
-b...ln.accordance with 15A NCAC 2L a REVIEW BOUNDARY -is established around the disposal
systems midway between.the Compliance Boundary and the perimeter of the waste disposal are -
Any exceedance of standards at theReview Boundary shall require remediation actia
on on the part t,•
of the permittee.

V. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper
operation of the subject facilities.
j 2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent
malfunctions and deterioration, operator errors. -and discharges which may cause or lead to the release
of wastes to the environment, a threat: to human health, or a nuisance. The Permittee shall keep an
inspection log or summary including afleaisti the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken by the Permittee. This .log of inspections shall
be maintained by the Permittee for a period of three years from the.date of the. inspection and shall be
made available upon request to the Division or other permitting authority.
3. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose.of determining compliance with this permit may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain'samples of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes -described in the
application and other supporting data
3. This permit is not transferable. In the event there is a desire for the facilities to changeownership, or
there is a name change of the Permittee, a formal permit request must be submitted to the Division
accompanied by an application fee, documentation from the parties involved, and other. supporting.
materials'as may be appropriate. The approval of this request will be considered on -`its merits and
mayor may not be approved.
4. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
-• 215.6A to 143-215.6C.
5.• The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules; regulations, or ordinances which may imposed by other government agencies (local, state,
and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Chapter 4 and under
the Division's General Permit NCGO10000, and any requirements pertaining to wetlands under 15A
NCAC 2B .0200 and 2H .0500.
6. A set of approved plans and specifications for the subject project must be retained by the Permittee
for the life of the project.
7. The annual administering and compliance fee must be paid by the Permittee-within thirty (30) days
after being billed by the Division! Failure to pay the fee accordingly may cause the Division to
initiate action to revoke this permit as'specified by 15A-NCAC 2H .0205 (c)(4):
' 8. ' ' The Permittee, at least six(6) months l fior to the expiration of this permit; shall request 'its extension.
Upon receipt of the iequest,•the'Commission will review the adequacy of the facilities described
therein, and if warranted, will extend the permit for such period of time and under such conditions
and limitations as it may deem appropriate.

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100 2225 Riverside Drive
malytical Huntersville, NC 28078 Asheville, NC 26804
Phone: [phone] Phone: [phone]
wuw. pacetabs.com Fax. • 704.875.9091 Fax. • 828.252.4618
August 11, 2006
Mr. Mike Puttick
Clement Pappas
PO Box 1009:
125 Industrial Park Rd.
Mountain Home, NC 28758
RE: Lab Project Number: 92124075
Client Project ID: WASTEWATER 7/27
Dear Mr. Puttick:
Enclosed are the analytical results for sample(s) received by the laboratory on July 27, 2006. Results reported
herein conform to the most current NELAC standards, where applicable, unless otherwise narrated in the body of
the report.
Inorganic Wet Chemistry and Metals Analyses were performed at our Pace Asheville laboratory and Organic testing
was performed at our Pace Charlotte laboratory unless otherwise footnoted.
If you have any questions concerning this report please feel free to contact me.
Sincerely,
�/" le 4kr
Tom Williams
[e-mail]
[phone]
Project Manager
Enclosures
Asheville Gertitication IN Charlotte Certification IN
NC Wastewater 12
NC Drinking Water 37706
SC 99006
FL NELAP E87627
REPORT OF LABORATORY ANALYSIS
NC Wastewater 40
This report shall not he reproduced, except in full,
NG Drinking Water 37712
without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030
FL NELAP E87648
��5�
Cl

(�5a'neAnalytical'
wtnw.pacelabs.wra
Lab Sample No: 927242180
Client Sample ID: GRAB EFF
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Nuntersville, NC 28078
Phone: [phone]
Fax. [phone]
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax [phone]
Lab Project Number: 92124075
Client Project ID: WASTEWATER 7/27
Project Sample Number: 92124075-001 Date Collected: 07/27/06 09:2
Matrix: Water Date Received: 07/27/06 11:2
Parameters
Results
units
RRe ort Limit
Analyzed
By
CAS No. oual Re4Lmt
Field Services
Field Grab Data
Method:
Collected By
TRW
07/27/06
09:25
TRW
Collected Date
7/27/06
07/27/06
09:25
TRW
Collected Time
09:25
07/27/06
09:25
TRW
Field pH
3.34 @ 29 DEGREES C.
07/27/06
09:25
TRW
GC/MS Volatiles
624 Form A
Method: EPA
624
Acrolein
ND
ug/l
500
08/03/06
07:57
DLK
107-02-8
Acrylonitrile
ND
ug/l
500
08/03/06
07:57
DLK
107-13-1
Benzene
ND
ug/l
100
08/03/06
07:57
DLK
71-43-2
Bromodichloromethane
ND
ug/l
100
OB/03/06
07:57
DLK
75-27-4
Bromoform
ND
ug/1
100
08/03/06
07:57
DLK
75-25-2
Bromomethane
ND
ug/l
200
08/03/06
07:57
DLK
74-83-9
Carbon tetrachloride
ND
ug/l
100
08/03/06
07:57
DLK
56-23-5
Chlorobenzene
ND
ug/l
120
08/03/06
07:57
DLK
108-90-7
Chloroethane
ND
ug/l
200
08/03/06
07:57
DLK
75-00-3
2-Chloroethylvinyl ether
ND
ug/l
200
08/03/06
07:57
DLK'
110-75-8
Chloroform
ND
ug/l
100
08/03/06
07:57
DLK
67-66-3
Chloromethane
ND
ug/l
200
08/03/06
07:57
DLK
74-87-3
Dibromochloromethane
ND
ug/l
100
08/03/06
07:57
DLK
124-48-1
1,1-Dichloroethane
ND
ug/l
100
08/03/06
07:57
DLK
75-34-3
1,2-Dichloroethane
ND
ug/l
100
08/03/06
07:57
DLK
107-06-2
1,1-Dichloroethene
ND
ug/l
100
08/03/06
07:57
DLK
75-35-4
trans-1,2-Dichloroethene
ND
ug/l
100
08/03/06
07:57
DLK
156-60-5
1,2-Dichloropropane
ND
ug/l
120
08/03/06
07:57
DLK
78-87-5
cis-1,3-Dichloropropene
ND
ug/l
100
08/03/06
07:57
DLK
10061-01-5
trans-1,3-Dichloropropene
ND
ug/l
100
08/03/06
07:57
DLK
10061-02-6
Ethylbenzene
ND
ug/l
160
08/03/06
07:57
DLK
100-41-4
Methylene chloride
ND
ug/l
100
08/03/06
07:57.DLK
75-09-2
1,1,2,2-Tetrachloroethane
ND
ug/l
140
08/03/06
07:57
DLK
79-34-5
Tetrachloroethene
ND
ug/l
100
08/03/06
07:57
DLK
127-18-4
Toluene
ND
ug/l
120
08/03/06
07:57
DLK
108-88-3
1,1,1-Trichloroethane
ND
ug/l
100
08/03/06
07:57
DLK
71-55-6
1,1,2-Trichloroethane
ND
ug/l
100
08/03/06
07:57
DLK
79-00-5
Trichloroethene
ND
ug/l
100
08/03/06
07:57
DLK
79-01-6
Trichloroflucromethane
ND
ug/l
200
08/03/06
07:57
DLK
75-69-4
Vinyl chloride
ND
ug/l
200
08/03/06
07:57
DLK
75-Dl-4
Page: 1
Date: 08/11/06
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS
NC Wastewater 40 This report shall not be reproduced, except In full,
NC Drinking Water 37712 without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030
FL NELAP E87648 CA
Charlotte Certification IDS
NC Wastewater 12
NC Drinking Water 37706
Sc 99006
FL NELAP E87627

Analytical"
www.. pacelabs.com
Lab Sample No: 927242180
Client Sample ID: GRAB EFF
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Nuntersville, NC 28078
Phone: [phone]
fax: 704.875,9091
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
fax: [phone]
Lab Project Number: 92124075
Client Project ID: WASTEWATER 7/27
Project Sample Number: 92124075-001 Date Collected: 07/27/06 09:25
Matrix: Water Date Received: 07/27/06 11:22
Parameters
Results
Units Report Limit Analyzed
By
CAS No. Oual RegLmt
Toluene-d8 (S)
100
% 08/03/06
07:57
DLR
2037-26-5
4-Bromofluorobenzene (S)
101
08/03/06
07:57
DLR
460-00-4 1
Dibromofluoromethane (S)
100
08/03/06
07:57
DLR
1868-53-7
Dater 08/11/06
Asheville Gertification ID s
REPORT OF LABORATORY ANALYSIS
NC Wastewater, 40
NG Drinking Water 37712
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030
FL NELAP E87648
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
SC 99006
FL NELAP EB7627
Page: 2

aceAnalytical"
Hnnv.Pacelabs.com
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax [phone]
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax. • 828.252.4618
Lab Project Number: 92124075
Client Project ID: WASTEWATER 7/27
Lab Sample No: 92724219E
Project Sample
Number: 92124075-002
Date Collected: 07/27/06 09:2
Client Sample ID: COMP EFF
Matrix: Water
Date Received: 07/27/06 11:2
Parameters
Results
Units
Report Limit
Analyzed
By
CAS No. Dual ReaLmt
Microbiology
Fecal Coliform in Water
Method: SM 9222D
Coliform, Fecal
200
col/100ml 1.0
07/27/06
14:35 MDR
2
Wet Chemistry
Total Dissolved Solids
Method: EPA
160.1
Total Dissolved Solids.
2400
mg/l
20.
07/31/06
16:24 SHB
Chloride (Mercuric Nitrate)
Method:.EPA
325.3
Chloride
57.
mg/l
25.
07/28/06
09:07 BMF
16887-00-6
Ammonia
Method: EPA
350.1
Nitrogen, Ammonia
ND
mg/l
0.10
07/31/06
09:40 BMF
7727-37-9
Total Rjeldahl Nitrogen
Method: EPA
351.2
Nitrogen, Rjeldahl, Total
23.
mg/1
2.5
08/04/06
22:03 TMR
28 day NOS
Method: EPA
353.2
Nitrate -Nitrite (as N)
0.22
mg/l
0.10
08/09/06
SHB
7727-37-9
Nitrate as N
0.22
mg/1
0.10
08/09/06
SHB
Phosphorus, Total
Method: EPA
365.2
Phosphorus
. 5.43
mg/1
0.500
08/01/06
17:33 TMR
7723-14-0
Biochemical Oxygen Demand, 5 d
Method: EPA
405.1
BOD,.5 day
4100
mg/1
2.0
07/27/06
19:00 NIW
3
Phenolics, Total Recoverable
Method: EPA
420.2
Phenolics, Total Recoverable
o.11
mg/l
0.010
07/31/06
16:41 JDAl
Total Organic Carbon
Method: SM 5310B
Total Organic Carbon
2800
mg/l
500
08/03/06
10:20 BMF
744D-44-0
Nitrogen, Total
Method:
Nitrogen
23.
mg/l
0.60
08/09/06
SHB
7727-37-9
Date: 08/11/06
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS
NO Wastewater 40 ThIs report shall not be reproduced, except in full,
NO drinking Water 37712 without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030,,
FL NELAP E87648
Charlotte Certification IDs
NO Wastewater
12
NO Drinking Water
37706
SC
99005
FL NELAP
E87627
Page: 3

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100 2225 Riverside Drive
Analytical - Huntersville, NC 28078 Asheville, NC 28804
Phone: [phone] Phone. [phone]
vA mpacetabs.com Fax: [phone] Fax., 828.252.4618
Lab Project Number: 92124075
Client Project ID: WASTEWATER 7/27
PARAMETER FOOTNOTES
Method 9071B modified to use ASE.
All pH, Free Chlorine, Total Chlorine and Ferrous Iron analyses conducted outside of EPA recommended immediate
hold time.
Depending on the moisture content the PRLs can be elevated for all soil samples reported on a dry weight basis.
2-Chloroethyl.vinyl ether has been shown to degrade in the presence of acid.
ND Not detected at or above adjusted reporting limit
NC Not Calculable
J Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
MDL Adjusted Method Detection Limit
(S) Surrogate
[1] The detection limits for all compounds for this analysis are elevated due to'sample foaming.
[2] Results based upon colony counts outside acceptable range.
[3] Less than 1.0 mg/L DO remained for all dilutions set. The reported value is an estimated greater than value
and is calculated for the dilution using the least amount of sample.
Date: 08/11/06
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS
NC Wastewater 40 This report shall not be reproduced, except in full,
NG Drinking Water 37712 without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030
FL NELAP E87648
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
SC 99006
FL NELAP E87627
Page: 4

(�5a'neAnalyfical'
vAAv. pace/abs.com
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax: 704.875,9091
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax. • 828.252.4618
Lab Project Number: 92124075
Client Project ID: WASTEWATER 7/27
QC Batch: 163942 Analysis Method: EPA 624
QC Batch Method: EPA 624 Analysis Description: 624 Form A
Associated Lab Samples: 927242180
METHOD BLANK: 927267351
Associated Lab Samples:
927242180
Blank
Reporting
Parameter
Units
Result
Limit Footnotes
Acrolein
ug/1
ND
25.
Acrylonitrile
ug/l
ND
25.
Benzene
ug/l
ND
5.0
Bromodichloromethane
ug/1
ND
5.0
Bromoform
ug/1
ND
5.0
Bromomethane
ug/1
ND
10.
Carbon tetrachloride
ug/l
ND
5.0
Chlorobenzene
ug/1
ND
6.0
Chloroethane
ug/1
ND
10.
2-Chloroethylvinyl ether
ug/l
ND
10.
Chloroform
ug/1
ND
5.0
Chloromethane
ug/l
ND
10.
Dibromochloromethane
ug/l
ND
5.0
1,.l-Dichloroethane
ug/l
ND
5.0
1,2-Dichloroethane
ug/l
ND
5.0
1,1-Dichloroethene
ug/1
ND
5.0
trans-1,2-Dichloroethene
ug/l
ND
5.0
1,2-Dichloropropane
ug/1
ND
6.0
cis-1,3-Dichloropropene
ug/1
ND
5.0
trans-1,3-Dichloropropene
ug/1
ND
5.0
Ethylbenzene
ug/l
ND
8.0
Methylene chloride
ug/l
ND
5.0
1,1,2,2-Tetrachloroethane
ug/l
ND
7.0
Tetrachloroethene
ug/1
ND
5.0
Toluene
ug/1
ND
6.0
1,1,1-Trichloroethane
ug/1
ND
5.0
1,1,2-Trichloroethane
ug/1
ND
5.0
Trichloroethene
ug/1
ND
5.0
Trichlorofluoromethane
ug/1
ND
10.
Vinyl chloride
ug/1
ND
10.
Toluene -dB (S)
%
98
Date: 08/11/06
Asheville Certification IDs
REPORT OF LABORATORY ANALYSIS
Charlotte Certification IDs
NC Wastewater 40
This report shall not he reproduced, except In full,
NC Wastewater 12
NC Drinking Water 37712
without the written consent of`Pace Analytical Services, Inc.
NC Drinking Water 37706
SC Environmental 99030
i f''s
SC 99006
FL NELAP E87627
FL NELAP E87648
Page: 5

Pace Analytical Services, Inc, Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100 2225 Riverside Drive
Analytical - Huntersville, NC 28078 Asheville, NC 28804
Phone: [phone] Phone. [phone]
wtvw pacelabs.com Fax: [phone] Fax: [phone]
QUALITY CONTROL DATA
Lab Project Number: 92124075
Client Project ID: WASTEWATER 7/27
METHOD BLANK: 927267351
Associated Lab Samples: 927242180
Blank Reporting
Parameter Units Result Limit Footnotes
4-Bromofluorobenzene (S) % 100
Dibromofluoromethane (S) % 102
LABORATORY CONTROL SAMPLE: 927267369
Spike
LCS
LCS
Parameter
Units
Conc.
Result %
Rec Footnotes
Acrolein
ug/l
100.00
63.20
63
Acrylonitrile
ug/l
100.00
107.4
107
Benzene
ug/l
20.00
21.68
108
Bromodichloromethane
ug/l
20.00
20.50
103
Bromoform
ug/l
20.00
20.38
102
Bromomethane
ug/l
20.00
42.00
210
Carbon tetrachloride
ug/1
20.00
24.15
121
Chlorobenzene
ug/l
20.00
20.06
100
Chloroethane
ug/1
20.00
21.00
105
2-Chloroethylvinyl ether
ug/l
40.06
57.99
145
Chloroform
ug/1
20.00
20.50
102
Chloromethane
ug/1
20.00
19.27
96
Dibromochloromethane
ug/l
20.00
19.76
99
1,1-Dichloroethane
ug/l
20.00
22.06
110
1,2-Dichloroethane
ug/l
20.00
19.88
99
1,1-Dichloroethene
ug/1
20.00
25.04
125
trans-1,2-Dichloroethene
ug/1
20.00
21.81
109
1,2-Dichloropropane
ug/1
20.00
19.61
98
cis-1,3-Dichloropropene
ug/l
20.00
18.66
93
trans-1,3-Dichloropropene
ug/l
20.00
18.19
91
Ethylbenzene
ug/l
20.00
21.42
107
Methylene chloride
ug/l
20.00
22.32
112
1,1,2,2-Tetrachloroethane
ug/l
20.00
17.37
87
Tetrachloroethene
ug/1
20.00
20.06
100
Toluene
ug/l
20.00
21.06
105
1,1,1-Trichloroethane
ug/l
20.00
22.29
111
1,1,2-Trichloroethane
ug/1
20.00
21.59
108
Trichloroethee
ug/l
20.00
23.68
118
Date: 08/11/06
Asheville Certification IDs.
REPORT
OF LABORATORY ANALYSIS
NO Wastewater
40
This report
shall not be reproduced, except in full,
NO Drinking Water
37712
without the written consent of Pace Analytical Services, Inc.
SC Environmental
99030
FL NELAP
E87648
+
Ct
Charlotte Certification IDs
NO Wastewater
12
NO Drinking Water
37706
SC
99006
FL NELAP
E87627
Page: 6 .

acemalytical
wtAmpacelabs.com
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax. [phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax.[phone]
Lab Project Number: 92124075
Client Project ID: WASTEWATER 7/27
LABORATORY CONTROL SAMLiE:
927267369
Spike
LCS
LCS
Parameter
Units
Conc.
Result
% Rec Footnotes
Trichlorofluoromethane
ug/1
20.00
21.42
107
Vinyl chloride
ug/l
20.00
20.76
104
Toluene-d8 (S)
100
4-Bromofluorobenzene (S)
104
Dibromofluoromethane (S)
101 .
Date: 08/11/06
sheville Certification IDS . REPORT OF LABORATORY ANALYSIS
NC,Wastewater 40 This report shall not he reproduced, except in full,
NG Drinking Water 37712 without the written -consent of Pace Analytical Servloes, Inc.
SC Environmental 99030�,,
FL NELAP E8764B
Charlotte Certification IDS
NC Wastewater 12
NC Drinking Water 37706
SC 99006
FL NELAP E87627
Page: 7

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100 2225 Riverside Drive
Analytical Huntersville, NC 28078 Asheville, NC 28804
Phone: [phone] Phone: [phone]
vAyw pacelabs.com Fax; 704.875.9091 Fax: [phone]
QUALITY CONTROL DATA
Lab Project Number: 92124075
Client Project ID: WASTEWATER 7/27
QC Batch: 163835 Analysis Method: SM 9222D
QC Batch Method: SM 9222D Analysis Description:. Fecal Coliform in Water
Associated Lab Samples: 927242198
(METHOD BLANK: 927260836
Associated Lab Samples: 927242198
Parameter Units
Coliform, Fecal col/1DOml
SAMPLE DUPLICATE: 927260844
Parameter Units
Coliform, Fecal col/100ml
Date: 08/11/06
Blank Reporting
Result Limit Footnotes
ND 1.0
927242198 DUP
Result Result RPD Footnotes
200.0 200.0 0 1
Asheville Certification ID s REPORT OF LABORATORY ANALYSIS Charlotte Certification IDs
NC Wastewater 40 This report shall not be reproduced, except In full, NC Wastewater 12
NG Drinking Water 37712 without the written consent of Pace Analytical Services, Inc. NC Drinking Water 37706
SC Environmental 59030 ;, Sc 99006
FL NELAP E87648 l� 5 FL NELAP E87627
5;1]E 1ci
Page: 8

aceAnalytical
www.. pacelabs.com
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Huntersville, NC 26078
Phone: [phone]
Fax: [phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax: [phone]
Lab Project Number: 92124075
Client Project ID: WASTEWATER 7/27
QC Batch: 163512 , Analysis Method: EPA 405.1
QC Batch Method: EPA 405.1 Analysis Description: Biochemical Oxygen Demand, 5 d
Associated Lab Samples: 927242198
METHOD BLANK: 927249359
Associated Lab Samples: 927242198
Blank Reporting
Parameter Units Result Limit Footnotes
BOD, 5 day mg/1 ND 2.0
LABORATORY CONTROL SAMPLE: 927249367
Spike LCS LCS
Parameter Units Cone. Result % Rec Footnotes
BOD, 5 day mg/1 198.00 185.0 93
SAMPLE DUPLICATE: 927249375
927243394 DUP
Parameter Units Result Result RPD Footnotes
BOD, 5 day mg/1 2.000 2.000 0
Date: 08/11/06
Asheville Certification IDS REPORT OF LABORATORY ANALYSIS
NC Wastewater 40 This report shall not be reproduced, except in full,
NGDrinking Water 37712 without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030
FL NELAP E87648 �C)
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
SC 99006
FL NELAP E87627
Page: 9

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100 2225 Riverside Drive
Analytical TM Nunfersville, NC 28078 Asheville, NC 28804
Phone: [phone] Phone: [phone]
wi%zpacetabs.com Fax.[phone] Fax [phone]
QUALITY CONTROL DATA
Lab Project Number: 92124075
Client Project ID: WASTEWATER 7/27
QC Batch: 163664 Analysis Method: EPA 160.1
QC Batch Method: EPA 160.1 Analysis Description: Total Dissolved Solids
Associated Lab Samples: 927242198
METHOD BLANK: 927254581
Associated Lab Samples: 927242198
Blank Reporting
Parameter Units Result Limit Footnotes
Total Dissolved Solids mg/l ND 20.
LABORATORY CONTROL SAMPLE: 927254599
Spike LCS LCS
Parameter Units Conc. Result % Rec Footnotes
Total Dissolved Solids mg/1 250.00 244.0 98
SAMPLE DUPLICATE: 927254607
927233445 DUP
Parameter Units Result Result RPD Footnotes
Total Dissolved Solids mg/1 260.0 300.0 14
Date: 08/11/06
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS Charlotte Certification IDs
NC Wastewater 40 This report shall not be reproduced, except In full, NC Wastewater 12
NC [Stinking Water 37712 without the written consent of Pace Analytical Services, Inc. NC Drinking Water 37706
SC Environmental 99030 SC 99006
,.
FL NELAP E87648 I� `� FL NELAP E87627
C
Page: 10

aceAnalytical"
vnnv.pacelabs.com
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: 704:875.9092
Far. 704.875.9091
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax. [phone]
Lab Project Number: 92124075
Client Project ID: WASTEWATER 7/27
QC Batch: 163429 Analysis Method: EPA 325.3
QC Batch Method: EPA 325.2 Analysis Description: Chloride (Mercuric Nitrate)
Associated Lab Samples: 927242198
METHOD BLANK: 927245787
Associated Lab Samples: 927242198
Blank Reporting
Parameter Units Result Limit Footnotes
Chloride mg/1 ND 5.0
LABORATORY CONTROL SAMPLE: 927245795
Spike LCS LCS
Parameter Units Conc. Result % Rec Footnotes
Chloride mg/l 20.00 19.31 96
MATRIX SPIKE: 927245803
927223701 Spike MS MS
Parameter Units Result Cone. Result % Rec Footnotes
Chloride mg/1 8.070 20.00 28.01 100
SAMPLE DUPLICATE: 927245811
Parameter Units
Chloride mg/l
Date: 08/11/06
927223719 DUP
Result Result RPD Footnotes
9.500 9.500 1
Asheville Certification ID s REPORT OF LABORATORY ANALYSIS Charlotte Certification IDs
NC Wastewater 40 This report shall not he reproduced, except In full, NC Wastewater 12
NC Drinking Water 37712 without the written consent of Pace Analytical Services, Inc. NC Drinking Water 37706
SC Environmental 99D30 SC 99006
FL NELAP E87648 t t'`�` FL NELAP E87627
�inelac,.
Page: 11

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100 2225 Riverside Drive.
Analytical Huntersville, NC 28078 Asheville, NC 28804
Phone: [phone] Phone: [phone]
wtnvpacelabs.com Fax: [phone] Fax: [phone]
QUALITY CONTROL DATA
Lab Project Number: 92124075
Client Project ID: WASTEWATER 7/27
QC Batch: 163584
Analysis Method: EPA 420.2
QC Batch Method: EPA 420.2
Analysis
Description: Phenolics, Total Recoverable
Associated Lab Samples:
927242198
METHOD BLANK: 927252783
Associated Lab Samples:
927242198
Blank
Reporting
Parameter
Units
Result
Limit Footnotes
Phenolics, Total Recoverable
mg/1
ND
0.010
LABORATORY CONTROL SAMPLE: 927252791
Spike
LCS LCS
Parameter
Units
Conc.
Result % Rec Footnotes
Phenolics, Total Recoverable
mg/1
0.1000
0.0966 97
MATRIX SPIKE: 927252809
927243824
Spike MS MS
Parameter
Units
Result
Cone. Result % Rec Footnotes
Phenolics, Total Recoverable
mg/l
0.00840
0.1000 0.0181 10 2
SAMPLE DUPLICATE: 927252817
927249441 DUP
Parameter Units Result Result RPD Footnotes
Phenolics, Total Recoverable mg/1 0.01200 ND NC
Date: 08/11/06
Asheville Certification IDs Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
SC 99006
FL NELAP E87627
REPORT OF LABORATORY ANALYSIS
NC Wastewater 40
This report shall not he reproduced, except in full,
NO Drinking Water 37712
without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030
FL NELAP E87648
���,�11k �`
iiLl�JdC1@
Page: 12

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100 2225 Riverside Drive
TV Huntersville, NC 28078 Asheville, NC 28804
(�.5aciemalxical Phone: [phone] Phone:[phone]
wrnv.pacelabs.COM Fax: 704,875.9091 F&- 828.252.4618
QUALITY CONTROL DATA
Lab Project Number: 92124075
Client Project ID: WASTEWATER 7/27
QC Batch: 163585
Analysis Method: EPA 350.1
QC Batch Method: EPA 350.1
Analysis
Description: Ammonia
Associated Lab Samples:
92724219.8
METHOD BLANK: 927252825'
Associated Lab Samples:
927242198
Blank
Reporting
Parameter
Units
Result
Limit Footnotes
Nitrogen, Ammonia
mg/l
ND
0.10
LABORATORY CONTROL SAMPLE:
927252833
Spike
LCS LCS
Parameter
Units
Conc.
Result % Rec Footnotes
Nitrogen, Ammonia
mg/l
1.000
0.9642 96
MATRIX SPIKE: 927252858
927243394
Spike MS MS
Parameter
Units
Result
Conc. Result % Rec Footnotes
Nitrogen, Ammonia
mg/l
0.03450
1.000 0.7010 67 2
SAMPLE DUPLICATE: 927252841
Parameter Units
Nitrogen, Ammonia mg/l
Date: 08/11/06
927243394 DUP.
Result Result RPD Footnotes
ND ND NC
Asheville Certification ME REPORT OF LABORATORY ANALYSIS Charlotte Certification IDS
NC Wastewater 40 This report shall not be reproduced, except in full, NC Wastewater 12
NG Drinking Water 37712 without the written consent of Pace Analytical Services, Inc. NC Drinking Water 37706
SC Environmental 99030 SC 99006
FL NELAP E87648 FL NELAP EB7627
`11 C±
Page: 13

Pace Analytical Services, Ina. Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100 2225 Riverside Drive
Analytical n Huntersville, NC 28078 Asheville, NC 28804
Phone: [phone] Phone: [phone]
wtnvpace/abs.com Fax: [phone] Fax. • 828.252.4618
QUALITY CONTROL DATA
Lab Project Number: 92124075
Client Project ID: WASTEWATER 7/27
QC Batch: 163717 Analysis Method: EPA 365.2
QC Batch Method: EPA 365.2 Analysis Description: Phosphorus, Total
Associated Lab Samples: 927242198
METHOD BLANK: 927255505
Associated Lab Samples: 927242198
Blank Reporting
Parameter Units Result Limit Footnotes
Phosphorus mg/l ND 0.100
LABORATORY CONTROL SAMPLE: 927255513
Spike LCS LCS
Parameter Units Conc. Result % Rec Footnotes
Phosphorus mg/l 1.000 1.163 116
MATRIX SPIKE: 927255521
927231969 Spike MS MS
Parameter Units Result Conc. Result % Rea Footnotes
Phosphorus mg/l 0.7770 1.000 1.702 92
SAMPLE DUPLICATE: 927255539
927234427 DUP
Parameter Units Result Result RPD Footnotes
Phosphorus mg/l 1.140 1.160 2
Data: 08/11/0ti
Asheville Certification IDs Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
SC 99006
FL NELAP EB7627
REPORT OF LABORATORY ANALYSIS
NC Wastewater 40
This report shall not be reproduced, except In full,
NC Drinking Water. 37712
without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030
FL NELAP E87648
u�'.
11]1C
Page: 14

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100 2225 Riverside Drive
5acieMaYical' Huntersville, NC 28078 Asheville, NC 28804
Phone: [phone] Phone: [phone]
wtvw.pacelabs.com Fax: [phone] Fax.* 826.252.4618
QUALITY CONTROL DATA
Lab Project Number: 92124075
Client Project ID: WASTEWATER 7/27
QC Batch: 163920
Analysis Method:
SM 5310B
QC Batch Method: SM 5310B
Analysis
Description:
Total Organic Carbon
Associated Lab Samples:
927242198
METHOD BLANK: 927266742
Associated Lab Samples:
927242198
Blank
Reporting
Parameter
Units
Result
Limit
Footnotes
Total Organic Carbon
mg/1
ND
1.0
LABORATORY CONTROL SAMPLE:
927266759
Spike
LCS LCS.
Parameter
Units
Conc.
Result %
Rec Footnotes
Total Organic Carbon
mg/l
10.00
9.730
97
MATRIX SPIKE: 927266767
927238055
Spike
MS MS
Parameter
Units
Result
Conc.
Result % Rec Footnotes
Total Organic Carbon
mg/l
56.10
100.00
134.3 78
SAMPLE DUPLICATE: 927266775
927234211 DUP
Parameter Units Result Result RPD Footnotes
Total Organic Carbon mg/1 140.0 140.0 0
Date: 08/11/06
Asheville Gertification IDs Charlotte Certification IDS
NC Wastewater 12
NC Drinking Water 37705
SC 99006
FL NELAP E87627
REPORT OF LABORATORY ANALYSIS
NC Wastewater 40
This report shall not be reproduced, except in full,
NG Drinking Water 37712
without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030
FL NELAP E87648
,,1r��'�*
�iTIE�C?:
Page: 15

Analytical"
tvvAm pacelabs.com
QC Batch: 164190
QC Batch Method: EPA 351.2
Associated Lab Samples:
927242i98
METHOD BLANK: 927277855
Associated Lab Samples: 927242198
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC28078
Phone: [phone]
Fax: [phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax: [phone]
Lab Project Number: 92124075
Client Project ID: WASTEWATER 7/27
Analysis Method: EPA 351.2
Analysis Description: Total Kjeldahl Nitrogen
Blank Reporting
Parameter Units Result Limit Footnotes
Nitrogen, Kjeldahl, Total mg/l ND 0.50
LABORATORY CONTROL SAMPLE: 927277863
Spike LCS LCS
Parameter Units Conc. Result Rec Footnotes
Nitrogen, Kjeldahl, Total mg/l 5.000 4.927 98
MATRIX SPIKE: 927277871
927242198 Spike MS MS .
Parameter Units Result Conc. Result % Rec Footnotes
Nitrogen, Kjeldahl, Total mg/l 23.18 5.000 28.10 98
SAMPLE DUPLICATE: 927277889
927250662 DUP
Parameter Units Result Result RPD Footnotes
Nitrogen, Kjeldahl,. Total mg/l 71.00 82.00 15
Data: 08/11/06
Asheville Certification lOs: REPORT OF LABORATORY ANALYSIS Charlotie Certification IDs
NC Wastewater 40 This report shall not be reproduced, except In full, NC Wastewater 12
NC Drinking Water 37712 without the written consent of Pace Analytical Services, Inc. NC Drinking Water 37706
SC Environmental 99030 SC 99006
FL NELAP E87648 :s°%,,�j�+ r FL NELAP E87627
Page: 16-

Pace Analytical Services, Inc. Pace Analytical Services, In
Services
9800 KinceyAvenue, Suite 100
2225 RDriv
5aneMaOcalTM
Huntersvil/e, NC 28078
Phone: [phone]
Asheville, NC 2880
Phone: 828.254.717
witAw.pacelabs.com
Fax: [phone]
Fax 828.252.461
QUALITY CONTROL DATA
Lab Project Number: 92124075
Client Project ID: WASTEWATER 7/27
QC Batch: 164472
Analysis Method: EPA 353.2
QC Batch Method: EPA 353.2
Analysis Description: 28 day NOX
Associated Lab Samples:
927242198
METHOD BLANK: 927288050
Associated Lab Samples: 927242198
Blank Reporting
Parameter
Units
Result Limit Footnotes
Nitrate -Nitrite (as N)
mg/l
ND 0.10
LABORATORY CONTROL SAMPLE: 927288068
Spike LCS LCS
Parameter
Units
Cone. Result % Rec Footnotes
Nitrate -Nitrite (as N)
mg/l
5.000 4.700 94
MATRIX SPIKE: 927288076
927250001 Spike MS MS
Parameter
Units
Result Conc. Result % Rea Footnotes
Nitrate -Nitrite (as N)
mg/l
0 5.000 5.340 107
SAMPLE DUPLICATE: 927288084
927250019 DUP
Parameter Units Result Result RPD Footnotes
Nitrate -Nitrite (as N) mg/l 2.900 3.000 3
Nitrate as N mg/l 2.900 3.000 3
Date: 08/11/06
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS
NO Wastewater 40 This report shall not he reproduced, except in full,
NC Drinking Water M12 without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030
FL NELAP E87648
1C
Charlotte Certification IDs
NO Wastewater
12
NO Drinking Water
37706
SC
99006
FL NELAP
E87627
Page: 17

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100 2225 Riverside Drive
acBAnalytical TM Huntersville, NC 28078 Asheville, NC 28804
Phone., 704.875.9092 Phone. [phone]
wrnv. pacetabs.com Fax:[phone] Far. 828.252.4618
Lab Project Number: 92124075
Client Project ID: WASTEWATER 7/27
(QUALITY CONTROL DATA PARAMETER FOOTNOTES
Consistent with EPA guidelines, unrounded concentrations are displayed and have been used to calculate % Rec and RPD values.
LCS(D) Laboratory Control Sample (Duplicate)
MS(D) Matrix Spike (Duplicate)
DUP Sample Duplicate
ND Not detected at or above adjusted reporting limit
NC Not Calculable
J Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
MDL Adjusted Method Detection Limit
RPD Relative Percent Difference
(S) Surrogate
[i] Results based upon colony counts outside acceptable range.
[2] The spike recovery was outside acceptance limits for the MS and /or MSD due to matrix interference. The LCS
and/or LCSD were within acceptance limits showing that the laboratory is in control and the data is
acceptable.
Date: 08/11/06,
Asheville Certification IDs charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
SC 99006
FL NELAP E87627
REPORT OF LABORATORY ANALYSIS'
NC Wastewater 40
This report shall not he reproduced, except in full,
NC Drinking Water 37712
without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030
FL NELAP E87648
. Y:
11< CA.
Page: 18

ti
(��a'cmnalj6caf"
wvrw pacelabs.com
August 11, 2006
Mr. Mike Puttick
Clement Pappas
PO Box 1009
125 Industrial Park Rd.
Mountain Home, NC 28758
RE: Lab Project Number: 92123948
Client Project ID: WASTEWATER 7/26
Dear Mr. Puttick:
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax: [phone]
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 26804
Phone: [phone]
Fax., 826.252.4618
Enclosed are the analytical results for sample(s) received by the laboratory on July 26, 2006. Results reported
herein conform to the most current NELAC standards, where applicable, unless otherwise narrated in the body of
the report.
Inorganic Wet Chemistry and Metals Analyses were performed at our Pace Asheville laboratory and Organic testing
was performed at our Pace Charlotte laboratory unless otherwise footnoted.
If you have any questions concerning this report please feel free to contact me.
Sincerely,
Tom Williams
tom.williams®pacelabs.com
[phone]
Project Manager
Enclosures
Asheville Gertification IDS REPORT OF LABORATORY ANALYSIS Charlotte Certification IDs
NO Wastewater 40 This report shall not he reproduced, except in full, NO Wastewater 12
NO Drinking Water 37712 without the written consent of Pace Analytical Services, Inc. NO Drinking Water 37706
SC Environmental 99030 SC 99006
FL NELAP E87648 FL NELAP E87627
`LLi�dC?

,�5a7ceAnalytical"
vlww..pacelabs.com
Lab Sample No: 927235853
Client Sample ID: GRAB EFF
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax: [phone]
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax. [phone]
Lab Project Number: 92123948
Client Project ID: WASTEWATER 7/26
Project Sample Number: 92123948-001 Date Collected: U7lZb/ub Ub: »
Matrix: Water Date Received: 07/26/06 10:09
Parameters
Results
Units
Report Limit
Analyzed
By
CAS No. Dual RegLmt
Field Services
Field Grab Data
Method:
Collected By
TRW
07/26/06
08:55
TRW
Collected Date
7/26/06
07/2
08:55
TRW
Collected Time
08:55
07/269/06 /06
08:55
TRW
Field pH
3.80
07/26/06
08:55
TRW
Field Temperature
27.4
07/26/06
08:55
TRW
GC/MS Volatiles
Volatile GC/MS by 624
Method: EPA
624
ND
ug/l
120
OB/07/06
10:57
DLK
71-43-2
Benzene
Bromodichloromethane
ND
ug/l
120
08/07/06
10:57
DLK
75-27-4
Bromoform
ND
ug/l
120
08/07/06
10:57
DLK
75-25-2
Bromomethane
ND
ug/l
120
08/07/06
10:57
DLE
74-83-9
Carbon tetrachloride
ND
ug/l
120
08/07/06
10:57
DLK
56-23-5
Chlorobenzene
ND
ug/l
120
08/07/06
10:57
DLK
108-90-7
Chloroethane
ND
ug/l
120
08/07/06
10:57
DLK
75-00-3
2-Chloroethylvinyl ether
ND
ug/1
250
08/07/06
10:57
DLK
110-75-8
Chloroform
ND
ug/l
120
08/07/06
10:57
DLK
67-66-3
Chloromethane
ND
ug/l
120
08/07/06
10:57
DLK
74-87-3
Dibromochloromethane
ND
ug/l
120
08/07/06
10:57
DLK
124-48-1
1,2-Dichlorobenzene
ND
ug/l
120
08/07/06
10:57
DLK
95-50-1
1,3-Dichlorobenzene
ND
ug/l
120
08/07/06
10:57
DLK
541-73-1
1,4-Dichlorobenzene
ND
ug/l
120
08/07/06
10:57
DLK
106-46-7
1,1-Dichloroethane
ND
ug/l
120
08/07/06
10:57
DLK
75-34-3
1,2-Dichloroethane
ND
ug/l
120
08/07/06
10:57
DLK
107-06-2
1,1-Dichloroethene
ND
ug/l
120
08/07/06
10:57
DLK
75-35-4
cis-1,2-Dichloroethene
ND
ug/l
120
08/07/06
10:57
DLK
156-59-2
trans-1,2-Dichloroethene
ND
ug/l
120
08/07/06
10:57
DLK
156-60-5
1,2-Dichloropropane
ND
ug/l
120
OB/07/06
10:57
DLK
78-87-5
cis-1,3-Dichloropropene
ND
ug/l
120
08/07/06
10:57
DLK
10061-01-5
trans-1,3-Dichloropropene
ND
ug/l
120
08/07/06
10:57
DLK
10061-02-6
Ethylbenzene
ND
ug/l
120
08/07/06
10:57
DLK
100-41-4
Methylene chloride
ND
ug/l
120
08/07/06
10:57
DLK
75-09-2
1,1,2,2-Tetrachloroethane
ND
ug/l
120
08/07/06
10:57
DLK
79-34-5
Tetrachloroethene
ND
ug/l
120
08/07/06
10:57
DLK
127-18-4
ND
ug/l
120
08/07/06
10:57
DLK
108-88-3
Toluene
1,1,1-Trichloroethane
ND
ug/l
120
08/07/06
10:57
DLK
71-55-6
1,1,2-Trichloroethane
ND
ug/l
120
08/07/06
10:57
DLK
79-00-5
Page: 1
Date: 08/11/06
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS
NC Wastewater 40 This report shall not he reproduced, except In full,
NG Drinking Water 37712 without the written consent of Pace AnWIcal Servlces, Inc.
SC Environmental 99D30
FL NELAP E87648 -i17 1C.
Charlotte Certification IDS
NC Wastewater
12
NC Drinking Water
37706
SC
99006
FL NELAP
E87627

;aneAna1j6ca1'N
wi%v. pacelabs.com
Lab Sample No: 927235853
Client Sample ID: GRAB EPP
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax: [phone]
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 26804
Phone: [phone]
Fax. • 826.252.4618
Lab Project Number: 92123948
Client Project ID: WASTEWATER 7/26
Project Sample Number: 92123948-001 Date Collected: 07/26/06 08:55
Matrix: Water Date Received: 07/26/06 10:09
Parameters
Results
Units
Report
Limit Analyzed
By
CAS No. Oual RegLmt
Trichloroethene
ND
ug/l
120
08/07/06
10:57
DLK
79-01-6
Trichlorofluoromethane
ND
ug/l
120
08/07/06
10:57
DLK
75-69-4
Vinyl chloride
ND
ug/l
120
08/07/06
10:57
DLK
75-01-4
Toluene-d8 (S)
101
$
08/07/06
10:57
DLK
2037-26-5
4-Bromofluorobenzene (S)
100
08/07/06
10:57
DLK
460-00-4 1,2
Dibromofluoromethane (S)
100
08/07/D6
10:57
DLK
1868-53-7
Date: 08/11/06
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS
NO Wastewater 40 This report shall not he reproduced, except in full,
NO Drinking Water 37712. without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030 Via`
FL NELAP E87648 ; "•�,
�lhelac!
Charlotte Certification IDs
NO Wastewater
12
NO Drinking Water
37706
SC
99006
FL NELAP
E87627
Page: 2

aceAnalytical
wow pacetabs.com
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax: 704.875,9091
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax.[phone]
Lab Project Number: 92123948
Client Project ID: WASTEWATER 7/26
Lab Sample No: 927235861
Project Sample
Number: 92123948-002
Date Collected: 07/26/06 08:50
Client Sample ID: COMP EFF
Matrix: Water
Date Received: 07/26/06 10:09
Parameters
Results
Units
Report Limit
Analyzed
By
CAS No. oual RecrLmt
Microbiology
Fecal Coliform in Water
Method:
SM 9222D
Coliform, Fecal
3000
col/100ml 1.0
07/26/06
13:45
MDK
3
Wet Chemistry
Total Dissolved Solids
Method:
EPA
160.1
Total Dissolved Solids
3700
mg/l
50.
07/31/06
16:23
SHB
Chloride (Mercuric Nitrate)
Method:
EPA
325.3
Chloride
35.
mg/1
5.0
07/28/06
08:55
BMF
16887-00-6
Ammonia
Method:
EPA
350.1
Nitrogen, Ammonia
ND
mg/1
0.10
07/31/06
09:18
BMF
7727-37-9
Total Kjeldahl Nitrogen
Method:
EPA
351.2
Nitrogen, Kjeldahl, Total
11.
mg/l
2.5
08/01/06
14:35
SHB
28 day NOX
Method:
EPA
353.2
Nitrate -Nitrite (as N)
0.22
mg/l
0.10
08/09/06
SHB
7727-37-9
Nitrate as N
0.22
mg/l
0.10
08/09/06
SHB
Phosphorus, Total
Method:
EPA
365.2
Phosphorus
7.96
mg/1
0.500
08/01/06
17:15
TMR
7723-14-0
Biochemical oxygen Demand, 5 d
Method:
EPA
405.1
BOD, 5 day
4000
mg/1
2.0
07/27/06
18:32
NIW
4
Total Organic Carbon
Method:
SM
5310B
Total Organic Carbon
5300
mg/1
500
08/03/06
10:20
BMF
7440-44-0
Nitrogen, Total
Method:
Nitrogen
11.
mg/1
0.60
08/09/06
SHB
7727-37-9
Date: 08/11/06
Asheville Certification IDS REPORT OF LABORATORY ANALYSIS Charlotte Certification ID
NO Wastewater 40 This report shall not be reproduced, except in full, NO Wastewater 12
NO Drinking Water 37712 without the written consent of Pace Analytical Services, Inc. NO Drinking Water 37706
SC Environmental 99D30\c SC 99006
FL NELAP E87627
FL NELAP E87648
$L[�ClS
Page: 3

aceAnalytical'"
www.pacelabs.com
PARAMETER FOOTNOTES
Method 9071B modified to use ASE.
Pace Analytical Services, Inc.
9800 Kincey A venue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax: [phone]
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax- 828.252.4618
Lab Project Number: 92123948
Client Project ID: WASTEWATER 7/26
All pH, Free Chlorine, Total Chlorine and Ferrous Iron analyses conducted outside of EPA recommended immediate
hold time.
Depending on the moisture content the PRLs can be elevated for all soil samples reported on a dry weight basis.
2-Chloroethyl vinyl ether has been shown to degrade in the presence of acid.
ND Not detected at or above adjusted reporting limit
NC Not Calculable
J Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
MDL Adjusted Method Detection Limit
(S) Surrogate
[1] The detection limits for all compounds for this analysis are elevated due to sample foaming.
[2] Sample was received by the laboratory without acid preservation as recommended by the DS EPA.
131 Results based upon colony counts outside acceptable range.
[41 Less than 1.0 mg/L DO remained for all dilutions set. The reported value is an estimated greater than value
and is calculated for the dilution using the least amount of sample.
Date: 08/11/06
Asheville Certification IDs
REPORT OF LABORATORY ANALYSIS
NC Wastewater 40
This report shall not he reproduced, except In full,
NG Drinking Water 37712
without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030
11`
FL NELAP E87648
. ^^
5ihCklC?
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
SC 99006
FL NELAP E87627
Page: 4

(�5a'neAnalydcal�'
wtnu pacetabs.com
QC Batch: 164216
QC Batch Method: EPA 624
Associated Lab Samples: 927235853
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax.' 704.875.9091
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax: [phone]
Lab Project Number: 92123948
Client Project ID: WASTEWATER 7/26
Analysis Method: EPA 624
Analysis Description: Volatile GC/MS by 624
METHOD BLANK: 927278515
Associated Lab Samples:
927235853
Blank
Reporting
Parameter
Units
Result
Limit Footnotes
Benzene
ug/1
ND
5.0
Bromodichloromethane
ug/l
ND
5.0
Bromoform
ug/l
ND
5.0
Bromomethane
ug/l
ND
5.0.
Carbon tetrachloride
ug/l
ND
5.0
Chlorobenzene
ug/l
ND
5.0
Chloroethane
ug/l
ND
5.0
2-Chloroethylvinyl ether
ug/l
ND
10.
Chloroform
ug/l
ND
5.0
Chloromethane
ug/1
ND
5.0
Dibromochloromethane
ug/l
ND
5.0
1,2-Dichlorobenzene
ug/l
ND
5.0
1,3-Dichlorobenzene
ug/l
ND
5.0
1,4-Dichlorobenzene
ug/l
ND
5.0
1,1-Dichloroethane
ug/l
ND
5.0
1,2-Dichloroethane
ug/1
ND
5.0
1,1-Dichloroethene
ug/l
ND
5.0
cis-1,2-Dichloroethene
ug/l
ND
5.0
trans-1,2-Dichloroethene
ug/l
ND
5.0•
1,2-Dichloropropane
ug/l
ND
5.0
cis-1,3-Dichloropropene
ug/l
ND
5.0
trans-1,3-Dichloropropene
ug/l
ND
5.0
Ethylbenzene
ug/l
ND
5.0
Methylene chloride
ug/l
ND
5.0
1,1,2,2-Tetrachloroethane
ug/1
ND
5.0
Tetrachloroethene
ug/l
ND
5.0
Toluene
ug/l
ND
5.0
1,1,1-Trichloroethane
ug/l
ND
5.0
1,1,2-Trichloroethane
ug/1
ND
5.0
Trichloroethene
ug/l
ND
5.0
Trichlorofluoromethane
ug/l
ND
5.0
Page: 5
Date: 08/11/06
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS
NC Wastewater 40 This report shall not be reproduced, except In full,
NO Drinking Water 37712 without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030 "
FL NELAP E87648
Charlotte Certification IDs
NC Wastewater
12
NC Drinking Water
37706
SC
99006
FL NELAP
E87627

aceAnalytical `"
www.pacelabs.com
METHOD BLANK: 927278515
Associated Lab Samples: 927235853
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax: [phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax: [phone]
Lab Project Number: 92123948
Client Project ID: WASTEWATER 7/26
Blank Reporting
Parameter Units Result Limit Footnotes
Vinyl chloride ug/l ND 5.0
Toluene-d8 (S) % 101
4-Bromofluorobenzene (S) % 103
Dibromofluoromethane (S) % 103
LABORATORY CONTROL SAMPLE': 927278523
Spike
LCS
LCS
Parameter
Units
Conc.
Result
% Rec Footnotes
Benzene
ug/1
20.00
24.98
125
Bromodichloromethane
ug/l
20.00
22.95
115
Bromoform
ug/l
20.00
20.60
103
Bromomethane
ug/l
20.00
32.45
162
Carbon tetrachloride
ug/1
20.00
25.35
127
Chlorobenzene
ug/l
20.00
22.57
113
Chloroethane
ug/l
20.00
23.01
115
2-Chloroethylvinyl ether
ug/l
20.00
59.00
295
Chloroform
ug/l
20.00
23.16
116
Chloromethane
ug/l
20.00
21.90
109
Dibromochloromethane
ug/l
20.00
20.63
103
1,2-Dichlorobenzene
ug/l
20.00
18.86
94
1,3-Dichlorobenzene
ug/l
20.00
18.48
92
1,4-Dichlorobenzene
ug/l
20.00
19.05
95
1,1-Dichloroethane
ug/l
20.00
24.57
123
1,2-Dichloroethane
ug/l
20.00
21.68
108
1,1-Dichloroethene
ug/l
20.00
27.60
138
cis-1,2-Dichloroethene
ug/l
20.00
25.19
126
trans-1,2-Dichloroethene
ug/l
20.00
25.06
125
1,2-Dichloropropane
ug/l
20.00
23.93
120
cis-1,3-Dichloropropene
ug/l
20.00
19.96
100
trans-1,3-Dichloropropene
ug/l
20.00
18.59
93
Ethylbenzene
ug/l
20.00
22.41
112
Methylene chloride
ug/l
20.00
25.71
129
1,1,2,2-Tetrachloroethane
ug/l
20.00
15.93
80
Tetrachloroethene
ug/l
20.00
21.37
107
Date: 08/11/06
Asheville Certification IN REPORT OF LABORATORY ANALYSIS
NC Wastewater 40 This report shall not be reproduced, except In full,
NG Drinking Water 37712• without the written consent of Pace Analytical Services, Inc.
SG Environmental 99D30
FL NELAP E87648 _ �5^1 Wit'
s d
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
SC 99006
FL NELAP EB7627
Page: 6

(�5a'neAnaljdical'
m,Av pacelabs.com
a
LABORATORY CONTROL SAMPLE: 927278523
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NG 28078
Phone: [phone]
Fax: [phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax [phone]
Lab Project Number: 92123948
Client Project ID: WASTEWATER 7/26
Parameter
Units
Cone.
Result
Rea FootnoteB
Toluene
ug/l
20.00
24.53
123
1,1,1-Trichloroethane
ug/l
20.00
24.26
121
1,1,2-Trichloroethane
ug/l
20.00
22.92
115
Trichloroethene
ug/1
20.00
26.69
134
Trichlorofluoromethane
ug/l
20.00
22.05
110
Vinyl chloride
ug/1
20.00
21.37
107
Toluene -dB (S)
103 .
4-Bromofluorobenzene (S)
101
Dibromofluoromethane (S)
104
Date: 08/11/06
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS
NC Wastewater 40 This report shall not he reproduced, except in full,
NC Drinking Water 37712 without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030
FL NELAP E8764B L`•` t`'
c?.
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
Sc 99006
FL NELAP E87627
Page: 7

aceAnalytical"
wivw. pacelabs.com
QC Batch: 163447
QC Batch Method: SM 9222D
Associated Lab Samples:
927235861
METHOD BLANK: 927246439
Associated Lab Samples: 927235861
Parameter Units
Coliform, Fecal col/100ml
SAMPLE DUPLICATE: 927246447
Parameter Units
Coliform, Fecal col/looml
Date: 08/11/06
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax [phone]
QUALITY CONTROL DATA .
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone., 828.254.7176
Fax: [phone]
Lab Project Number: 92123948
Client Project ID: WASTEWATER 7/26
Analysis Method: SM 9222D
Analysis Description: Fecal Coliform in Water
Blank Reporting
Result Limit Footnotes
ND 1.0
927236851 DUP
Result Result RPD Footnotes
NO ND NC
Asheville Certification IDS REPORT OF LABORATORY ANALYSIS 2arlone Certification IDs
NC Wastewater 40 This report shall not he reproduced, except in full, NC Wastewater 12
ND Drinking Water 37712 without the written consent of Pace Analytical Services, Inc. NC Drinking Water 37706
SC Environmental 99030 �c SC 99006
FL NELAP E87648 �l FL NELAP E87627
Page: 8

(�5a'cieAnalytical'
wrnv. pacelabs.com
QC Batch: 163409
QC Batch Method: EPA 405.1
Associated Lab Samples: 927235861
METHOD BLANK: 927245167
Associated Lab Samples: 927235861
Parameter Units
BOD, 5 day mg/1
LABORATORY CONTROL SAMPLE: 927245175
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax. [phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone. [phone]
Fax. • 828.252.4618
Lab Project Number: 92123948
Client Project ID: WASTEWATER 7/26
Analysis Method: EPA 405.1
Analysis Description: Biochemical Oxygen Demand, 5 d
Blank Reporting
Result Limit Footnotes
ND 2.0
Spike LCS LCS
Parameter Units Conc. Result Rec Footnotes
BOD, 5 day mg/l 198.00 168.0 85
SAMPLE DUPLICATE: 927245183
927238485 DDP
Parameter Units Result Result RPD Footnotes
BOD, 5 day mg/l ND ND NC
Date: 08/11/06
Asheville Gertification IDs REPORT OF LABORATORY ANALYSIS
NO Wastewater 40 This report shall not be reproduced, except in full,
NG Drinking Water 37712 without the written consent of Pace Analytical Services, Inc.
SG Environmental 99030
FL NELAP E87648
Charlotte Certification
IDS
NG Wastewater
12
NO Drinking Water
37706
Sc
99006
FL NELAP
E87627
Page: 9

aceAnalj4kal"
tvtvw pacelabs.com
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax: 704.875,9091
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax. • 828.252.4618
Lab Project Number: 92123948
Client Project ID: WASTEWATER 7/26
QC Batch: 163664 Analysis Method: EPA 160.1
QC Batch Method: EPA 160.1 Analysis Description: Total Dissolved Solids
Associated Lab Samples: 927235861
METHOD BLANK: 927254581
Associated Lab Samples: 927235861
Parameter Units
Total Dissolved Solids mg/l
LABORATORY CONTROL SAMPLE: 927254599
Blank Reporting
Result Limit Footnotes
ND 20.
Spike LCS LCS
Parameter Units Conc. Result % Rec Footnotes
Total Dissolved Solids mg/l 250.00 244.0 98
SAMPLE DUPLICATE: 927254607
Parameter Units
Total Dissolved Solids mg/1
Date: 08/11/D6
927233445 DUP
Result Result RPD Footnotes
260.0 300.0 14
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS Charlotte Certification IDs
NC Wastewater .40 NC Wastewater 12
This report shall not he reproduced, except in full,
NC -Drinking Water 37712 without the written consent of Pace Analytical Services, Inc. NG Drinking Water 37706
SC Environmental 99030 Sc 99006
FL NELAP E87648 b—�r"r. FL NELAP E87627
Page: 10

(�5a'cieAnalydcal"
4vtnv. pacetabs.com
QC Batch: 163429
QC Batch Method: EPA 325.2
Associated Lab Samples: 927235861
METHOD BLANK: 927245787
Associated Lab Samples: 927235861
Parameter Units
Chloride mg/l
LABORATORY CONTROL SAMPLE: 927245795
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Nuntersville, NC 28078
Phone: [phone]
Fax: [phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax [phone]
Lab Project Number: 92123948
Client Project ID: WASTEWATER 7/26
Analysis Method: EPA 325.3
Analysis Description: Chloride (Mercuric Nitrate)
Blank Reporting
Result Limit Footnotes
ND 5.0
Spike LCS LCS
Parameter Units Conc. Result % Rec Footnotes
Chloride mg/l 20.00 19.31 96
MATRIX SPIKE: 927245803
927223701 Spike MS MS
Parameter Units Result Conc. Result % Rec Footnotes
Chloride mg/l 8.070 20.00 28.01 100
SAMPLE DUPLICATE: 927245811
Parameter Units
Chloride mg/l
Date: 08/11/06
927223719 DUP
Result Result RPD Footnotes
9.500 9.500 1
Asheville Certification IDS REPORT OF LABORATORY ANALYSIS Charlotte Certification IDS
NC Wastewater 40 This report shall not be reproduced, except in full, NO Wastewater 12
NG Drinking Water 37712 without the written consent of Pace Analytical Services, Inc. NC Drinking Water 37706
SC Environmental 99030 SC 99606
FL NELAP EB7648 FL NELAP EB7627
I.JGJ0.C�.
Page: 11

aceAnalWical
wt%v pacetabs.com
QC Batch: 163583
QC Batch Method: EPA 350.1
Associated Lab Samples:
METHOD BLANK: 927252742
Associated Lab Samples:
927235861
927235861
Parameter Units
Nitrogen, Ammonia mg/1
LABORATORY CONTROL SAMPLE: 927252759
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax: [phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone. [phone]
Fax [phone]
Lab Project Number: 92123948
Client Project ID: WASTEWATER 7/26
Analysis Method: EPA 350.1
Analysis Description: Ammonia
Blank Reporting
Result Limit Footnotes
ND 0.10
Spike LCS LCS
Parameter Units Cone. Result % Rec Footnotes
Nitrogen, Ammonia mg/l 1.000 0.9293 93
MATRIX SPIKE: 927252775
927238642 Spike MS MS
Parameter Units Result Cone. Result % Rea Footnotes
Nitrogen, Ammonia mg/l 0.07010 1.000 0.6565 59 1
SAMPLE DUPLICATE: 927252767
Parameter Units
Nitrogen, Ammonia mg/1
Date: 08/11/06.
927238642 DUP
Result Result RPD Footnotes
ND ND NC
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS Charlotte Certification IDs
NC Wastewater 40 NC Wastewater 12
This report shall net he reproduced, except in toll,
NC Drinking Water 37712 without the written consent of Pace Analytical Services, Inc. NC Drinking Water 37706
SC Environmental 99030 SC 99006
FL NELAP E87648 FL NELAP E87627
Page: 12

(�5a'neAnalj4ical'
vnnv. pacelabs.com
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax [phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax. • 828.252.4618
Lab Project Number: 92123948
Client Project ID: WASTEWATER 7/26
QC Batch: 163716 Analysis Method: EPA 351.2
QC Batch Method: EPA 351.2 Analysis Description: Total Kjeldahl Nitrogen
Associated Lab Samples: 927235861
METHOD BLANK: 927255463
Associated Lab Samples: 927235861
Parameter Units
Nitrogen, Kjeldahl, Total mg/1
LABORATORY CONTROL SAMPLE: 927255471
Blank Reporting
Result Limit Footnotes
ND 0.50
Spike LCS LCS
Parameter Units Cone. Result % Rec Footnotes
Nitrogen, Kjeldahl, Total mg/l 5.000 4.750 95
MATRIX SPIKE: 927255489
927250118 Spike MS MS
Parameter Units Result Cone. Result % Rec Footnotes
Nitrogen, Kjeldahl, Total mg/l 75.81 5.000 82.29 130 1
SAMPLE DUPLICATE: 927255497
927250142 DUP
Parameter Units Result Result RPD Footnotes'
Nitrogen, Kjeldahl, Total mg/1 20.00 20.00 0
Date: 08/11/06 Page: 13
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS
NC Wastewater 40 This report shall not be reproduced, except in full,
NC Drinking Water 37712 without the written cor sent of Pace Analytical Services, Inc.
SC Environmental 99030
FL NELAP E87648
1I�iClC?
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37705
SC 99006
FL NELAP E87627

(�5a'neAnaVical'4
wtnv pacetabs.com
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax. [phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 26804
Phone. [phone]
Fax., 828.252.4618
Lab Project Number: 92123948
Client Project ID: WASTEWATER 7/26
QC Batch: 163717 Analysis Method: EPA 365.2
QC Batch Method: EPA 365.2 Analysis Description: Phosphorus, Total
Associated Lab Samples: 927235861
METHOD BLANK: 927255505
Associated Lab Samples: 927235861
Blank Reporting
Parameter Units Result Limit Footnotes
Phosphorus mg/l ND 0.100
LABORATORY CONTROL SAMPLE: 927255513
Spike LCS LCS
Parameter Units Conc. Result % Rec Footnotes
Phosphorus mg/l 1.000 1.163 116
MATRIX SPIRE: 927255521
927231969 Spike MS MS
Parameter Units Result Conc. Result % Rea Footnotes
Phosphorus mg/l 0.7770 1.000 1.702 92
SAMPLE DUPLICATE: 927255539
927234427 DUP
Parameter Units Result Result RPD Footnotes
Phosphorus mg/l 1.140. 1.160 2
Date: 08/11/06
Asheville Certification ID s Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
SC 99006
FL NELAP E67627
REPORT OF LABORATORY ANALYSIS
NC Wastewater 40
This report shall not be reproduced, except in full,
NO Drinking Water 37712
without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030
FL NELAP E87648
51LLt#C?
Page: 14

(�5a'cieAnalytical'
m%v. pacelabs.com
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC28078
Phone: [phone]
Fax: [phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax.[phone]
Lab Project Number: 92123948
Client Project ID: WASTEWATER 7/26
QC Batch: 163920 Analysis Method: SM 5310B
QC Batch Method: SM 5310B Analysis Description: Total Organic Carbon
Associated Lab Samples: 927235861
METHOD BLANK: 927266742
Associated Lab Samples: 927235861
Parameter Units
Total Organic Carbon mg/l
LABORATORY CONTROL SAMPLE: 927266759
Blank Reporting
Result Limit Footnotes
ND 1.0
Spike LCS LCS
Parameter Units Conc. Result % Rec Footnotes
Total Organic Carbon mg/l 10.00 9.730 97
MATRIX SPIKE: 927266767
927238055 Spike MS MS
Parameter Units Result Conc. Result % Rec Footnotes
Total Organic Carbon mg/l 56.10 100.00 134.3 78
SAMPLE DUPLICATE: 927266775
Parameter Units
Total Organic Carbon mg/1
Date: 00/11/06
927234211 DUP
Result Result RPD Footnotes
140.0 140.0 0
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS Charlotte Certification IDs
NC Wastewater 40 This report shall not he reproduced, except in full, NC Wastewater 12
NC Drinking Water 37712 without the written consent of Pace Analytical Services, Inc. NC Drinking Water 37706
SC Environmental 99030;, Sc 99006
FL NELAP E87648 FL NELAP E87627
Page: 15

V
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100 2225 Riverside Drive
aceAnalytical TM Huntersville, NC 28078 Asheville, NC 28804
Phone: [phone] Phone: [phone]
vniav pacelabs.com . Fax.[phone] Fax: [phone]
5
QUALITY CONTROL DATA
Lab Project Number: 92123948
Client Project ID: WASTEWATER 7/26
QC Batch: 164472
Analysis Method: EPA 353.2
QC Batch Method: EPA 353.2
Analysis
Description: 28 day NOX
Associated Lab Samples:
927235861
METHOD BLANK: 927288050
Associated Lab Samples:
927235861
Blank
Reporting
Parameter
Units
Result
Limit Footnotes
Nitrate -Nitrite (as N)
mg/l
ND
0.10
LABORATORY CONTROL SAMPLE:
927288068
Spike
LCS LCS
Parameter
Units
Conc.
Result % Rec Footnotes
Nitrate -Nitrite (as N)
mg/l
5.000
4.700 94
MATRIX SPIKE: 927288076
927250001
Spike MS MS
Parameter
Units
Result
Conc. Result % Rec Footnotes
Nitrate -Nitrite (as N)
mg/l
0
5.000 5.340 107
SAMPLE DUPLICATE: 927288084
Parameter Units
Nitrate -Nitrite (as N) mg/l
Nitrate as N mg/l
Date: 08/11/06
927250019
DUP
Result
Result RPD Footnotes
2.900
3.000 3
2.900
3.000 3
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS Charlotte Certification IDs
NO Wastewater 40 This report shall not be reproduced, except In full, NO Wastewater 12
NO Drinking Water 37712 without the written consent of Pace Analytical Services, Inc. NO Drinking Water 37706
SC Environmental 99030 Sc 99006
FL NELAP E87648 ��/'�'• FL NELAP E87627
Page: 16

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100 2225 Riverside Drive
aceA/]alytical � Nuntersville, NC 28078 Asheville, NC 28804
Phone: [phone] Phone. [phone]
wlnv. pacelabs.com Fax. [phone] Fax: [phone]
Lab Project Number: 92123948
Client Project ID: WASTEWATER 7/26
QUALITY CONTROL DATA PARAMETER FOOTNOTES
Consistent with EPA guidelines, unrounded concentrations are displayed and have been used to calculate % Rec and RPD values.
LCS(D) Laboratory Control Sample (Duplicate)
MS(D) Matrix Spike (Duplicate)
DUP Sample Duplicate
ND Not detected at or above adjusted reporting limit
NC Not Calculable
J Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
MDL Adjusted Method Detection Limit
RPD Relative Percent Difference
(S) Surrogate
[1] The spike recovery was outside acceptance limits for the MS and /or MSD due to matrix interference. The LCS
and/or LCSD were within acceptance limits showing that the laboratory is in control and the data is
acceptable.
Date: 08/11/D6
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS
NC Wastewater 40 This report shall not he reproduced, except in full,
NG Drinking Water 37712 without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030
FL NELAP E87648
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
Sc 99006
FL NELAP E87627
Page: 17

f
aceAnalytical"
tvrvw pacelabs.com
August 11, 2006
Mr. Mike Puttick
Clement Pappas
PO Box 1009
125 Industrial Park Rd.
Mountain Home, NC 28758
Pace. Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax: [phone]
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone., 828.254.7176
Fax [phone]
RE: Lab Project Number: 92123863
Client Project ID: WASTEWATER 07/25/2006
Dear Mr. Puttick:
Enclosed are the analytical results for sample(s) received by the laboratory on July 25, 2006. Results reported
herein conform to the most current NELAC standards, where applicable, unless otherwise narrated in the body of
the report.
Inorganic Wet Chemistry and Metals Analyses were performed at our Pace Asheville laboratory and Organic testing
was performed at our Pace Charlotte laboratory unless otherwise footnoted.
If you have any questions concerning this report please feel free to contact me.
Sincerely,
/" /e 4& '.-�
Tom Williams
tom.williams®pacelabs.com
(828)• 254-7176
Project Manager
Enclosures
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS Charlotte Certification IN
NC Wastewater 40 This report shall not he reproduced, except in full, NC Wastewater 12
NC Drinking Water 37712 without the written consent of Pace Analytical Services, Inc. NC Drinking Water 37706
SC Environmental 99030� sC 99006
R NELAP E87648. FL NELAP E87627
Lli�d fi

(�5a'neAnalyfical-
vAiAv.pacelabs.corn
Lab Sample No: 927231985
Client Sample ID: GRAB EFF
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax: [phone]
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax.- 828.252.4618
Lab Project Number: 92123863
Client Project ID: WASTEWATER 07/25/2006
Project Sample Number: 92123863-001 Date Collected: 07/25/06 08:45
Matrix: Water Date Received: 07/25/06 10:50
Parameters
Results
Units
Report Limit
Analyzed
By
CAS No. Oual RecrLmt
Field Services
Field Grab Data
Method:
Collected By
TRW
07/25/06
08:45
TRW
Collected Date
07/25/06
07/25/D6
08:45
TRW
Collected Time
08:45
07/25/06
08:45
TRW
Field pH
3.33
07/25/06
08:45
TRW
Field Temperature
28.9
07/25/06
08:45
TRW
Field Specific Conductance
NA
07/25/06
08:45
TRW
Chlorine, Total Residual
NA
07/25/06
08:45
TRW
7782-50-5
Field Dissolved Oxygen
NA
07/25/06
08:45
TRW
GC/MS Volatiles
624 Form A
Method: EPA
624
Acrolein
ND
ug/l
620
08/07/06
11:16
DLK
107-02-8
Acrylonitrile
ND
ug/1
620
08/07/06
11:16
DLK
107-13-1
Benzene
ND
ug/l
120
08/07/06
11:16
DLK
71-43-2
Bromodichloromethane
ND
ug/l
120
08/07/06
11:16
DLK
75-27-4
Bromoform
ND
ug/l
120
08/07/06
11:16
DLK
75-25-2
Bromomethane
ND
ug/l
250
08/07/06
11:16
DLK
74-83-9
Carbon tetrachloride
ND
ug/l
120
08/07/06
11:16
DLK
56-23-5
Chlorobenzene
ND
ug/1
150
08/07/06
11:16
DLK
108-90-7
Chloroethane
ND
ug/1
250
08/07/06
11:16
DLK
75-00-3
2-Chloroethylvinyl ether
ND
ug/l
250
08/07/06
11:16
DLK
110-75-8
Chloroform
ND
ug/l
120
08/07/06
11:16
DLK
67-66-3
Chloromethane
ND
ug/l
250
08/07/06
11:16
DLK
74-87-3
Dibromochloromethane
ND
ug/l
120
08/07/06
11:16
DLK
124-48-1
1,1-Dichloroethane
ND
ug/l
120
08/07/06
11:16
DLK
75-34-3
1,2-Dichloroethane
ND
ug/1
120'
08/07/06
11:16-DLK
107-06-2
1,1-Dichloroethene
ND
ug/1
120
08/07/06
11:16
DLK
75-35-4
trans-1,2-Dichloroethene
ND
ug/l
120
08/07/06
11:16
DLK
156-60-5
1,2-Dichloropropane
ND
ug/1
150
08/07/06
11:16
DLK
76-87-5
cis-1,3-Dichloropropene
ND
ug/l
120
08/07/06
11:16
DLK
10061-01-5
trans-1,3-Dichloropropene
ND
ug/l
120
08/07/06
11:16
DLK
10061-02-6
Ethylbenzene
ND
ug/1
200
08/07/06
11:16
DLK
100-41-4
Methylene chloride
ND
ug/l
120
08/07/06
11:16
DLK
75-09-2
1,1,2,2-Tetrachloroethane
ND
ug/1
180
08/07/06
11:16
DLK
79-34-5
Tetrachloroethene
ND
ug/l
120
08/07/06
11:16
DLK
127-18-4
Toluene
ND
ug/l
150
08/07/06
11:16
DLK
108-B8-3
1,1,1-Trichloroethane
ND
ug/l
120
08/07/06
11:16
DLK
71-55-6
Date: 08/11/06
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS
NC Wastewater 40 This report shall not he reproduced, except in full,
NC Drinking Water 37712 without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030
FL NELAP E87648
Charlotte Certification IDS
NC Wastewater 12
NC Drinking Water 37706
SC 99006
FL NELAP E87627
Page: 1

acmnalXicafm
wuAv.pacelabs.cora
Lab Sample No: 927231985
Client Sample ID: GRAB EFF
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax: [phone]
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone. [phone]
Fax- 828.252.4618
Lab Project Number: 92123863
Client Project ID: WASTEWATER 07/25/2006
Project Sample Number: 92123863-001 Date Collected: 07/25/06 08:45
Matrix: Water Date Received: 07/25/06 10:50
Parameters
Results
Units
Report Limit
Analyzed
By
CAS No. Qual RecrLmt
1,1,2-Trichloroethane
ND
ug/l
120
08/07/06
11:16
DLK
79-00-5
Trichloroethene
ND
ug/l
120
08/07/06
11:16
DLK
79-01-6
Trichlorofluoromethane
ND
ug/l
250
08/07/06
11:16
DLK
75-69-4
Vinyl chloride
ND
ug/l
250
08/07/06
11:16
DLK
75-01-4
Toluene-d8 (S)
98
%
08/07/06
11:16
DLK
2037-26-5
4-Bromofluorobenzene (S)
97
%
08/07/06
11:16
DLK
460-00-4 1,2
Dibromofluoromethane (S)
101
%
08/07/06
11:16
DLK
1868-53-7
Date: 08111106-
Asheville Certification IDs
REPORT OF LABORATORY ANALYSIS
NC Wastewater 40
NG Drinking Water 37712
This report shall not he reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030
FL NELAP E87648
�?•�'^^
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
Sc 99006
FL NELAP E87627
Page: 2

i
aceAnalytical '
wi,mtpacetabs.com
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax: [phone]
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax., 828.252.4618
Lab Project Number: 92123863
Client Project ID: WASTEWATER 07/25/2006
Lab Sample No: 927232033
Project Sample
Number:'92123863-002
Date Collected: 07/25/06 08:55
Client Sample ID: COMP EFF
Matrix: Water
Date Received: 07/25/06 10:24
Parameters
Results
Units
Report Limit
Analyzed
By
CAS No. Oual RegLmt
Microbiology
Fecal Coliform in Water
Method: SM 9222D
Coliform, Fecal
6000
col/100ml 1.0
07/25/06
13:20 MDK
3
Wet Chemistry
Total Dissolved Solids
Method: EPA
160.1
Total Dissolved Solids
3200
mg/l
20.
07/31/06
16:21 SHB
Chloride (Mercuric Nitrate)
Method: EPA
325.3
Chloride
19.
mg/l
5.0
07/28/06
08:44 BMF
16887-00-6
Ammonia
Method: EPA
350.1
Nitrogen, Ammonia
ND
mg/1
0.10
07/28/06
12:55 BMF
7727-37-9
Total Kjeldahl Nitrogen
Method: EPA
351.2
Nitrogen, Kjeldahl, Total
1.8
mg/l
0.50
08/07/06
17:30 SHB
28 day NOX
Method: EPA
353.2
Nitrate -Nitrite (as N)
0.12
mg/l-
0.10
07/28/06
08:06 JDA1
7727-37-9
Nitrate as N
0.12
mg/l
0.10
07/28/06
08:06 JDA1
Phosphorus, Total
Method: EPA
365.2
Phosphorus
4.95
mg/1
0.500
08/01/06
17:35 TMR
7723-14-0
Biochemical Oxygen Demand, 5 d
Method: EPA
405.1
BOD, 5 day
4400
mg/l
2.0
07/26/06
05:25 TMR
4
Phenolics, Total Recoverable
Method: EPA
420.2
Phenolics, Total Recoverable
0.067
mg/l
0.010
07/27/06
05:50 TMR
Total Organic Carbon
Method: SM
5310B
Total Organic Carbon
2900
mg/1
500
08/03/06
10:20 BMF
7440-44-0
Nitrogen, Total
Method:
Nitrogen
1.9
mg/1
0.60
08/09/06
SHB
7727-37-9
Date: 08/11/06
sheville Certification IDS REPORT OF LABORATORY ANALYSIS
NC Wastewater 40 This report shall not be reproduced, except in full,
NC Drinking Water 37712 without the written consent of Pace Analytical Services, Inc.
SC Environmental 09030 0l^ ';z',,
FL NELAP E87648
Charlotte Certification IDS
NC Wastewater
12
NC Drinking Water
37706
SC
99006
FL NELAP
E87627
Page: 3

aceAnalytical'"
wvAv. pacelabs.com
PARAMETER FOOTNOTES
Method 9071E modified to use ASE.
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax. [phone]
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone., 828.254.7176
Fax. [phone]
Lab Project Number: 92123863
Client Project ID: WASTEWATER 07/25/2006
All pH, Free Chlorine, Total Chlorine and Ferrous Iron analyses conducted outside of EPA recommended immediate
hold time.
Depending on the moisture content the PRLs can be elevated for all soil samples reported on a dry weight basis.
2-Chloroethyl vinyl ether has been shown to degrade in the presence of acid.
ND Not detected at or above adjusted reporting limit
NC Not Calculable
J Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
MDL Adjusted Method Detection Limit
(S) Surrogate
[1] The detection limits for all compounds for this analysis are elevated due to sample foaming.
[2] Sample was received by the laboratory without acid preservation as recommended by the US EPA.
[31 Colonies are too numerous to count. Actual result is greater than shown.
141 Less than 1.0 mg/L DO remained for all dilutions set. The reported value is an estimated greater than value
and is calculated for the dilution using the least amount of sample.
Date: 08/11/06
Asheville Certification IDs
NC Wastewater 40
NG Drinking Water 37712
SC Environmental 99030
FL NELAP E87648
REPORT OF LABORATORY ANALYSIS
This report shall not he reproduced, except In full,
without the written consent of Pace AnaViral Services, Inc.
Page: 4
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
SC 99006
FL NELAP E87627
i

5aceAnalytical'
wuAt! pacela6s.com
QC Batch: 164215
QC Batch Method: EPA 624
Associated Lab Samples: 927231985
METHOD BLANK: 927278499
Associated Lab Samples: 927231985
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax: [phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone. [phone]
Fax. • 828.252.4618
Lab Project Number: 92123863
Client Project ID: WASTEWATER 07/25/2006
Analysis Method: EPA 624
Analysis Description: 624 Form A
Blank
Reporting
Parameter
Units
Result
Limit Footnotes
Acrolein
ug/1
ND
25.
Acrylonitrile
ug/1
ND
25.
Benzene
ug/l
ND
5.0
Bromodichloromethane
ug/1
ND
5.0
Bromoform
ug/1
ND
5.0
Bromomethane
ug/l
ND
10.
Carbon tetrachloride
ug/l
ND
5.0
Chlorobenzene
ug/1
ND
6.0
Chloroethane
ug/l
ND
10.
2-Chloroethylvinyl ether
ug/1
ND
10.
Chloroform
ug/1
ND
5.0
Chloromethane
ug/l
ND
10.
Dibromochloromethane
ug/1
ND
5.0
1,1-Dichloroethane
ug/1
ND
5.0
1,2-Dichloroethane
ug/1
ND
5.0
1,1-Dichloroethee
ug/1
ND
5.0
trans-1,2-Dichloroethane
ug/1
ND
5.0
1,2-Dichloropropane
ug/l
ND
6.0
cis-1,3-Dichloropropene
ug/1
ND
5.0
trans-1,3-Dichloropropene
ug/1
ND
5.0
Ethylbenzene
ug/1
ND
8.0
Methylene chloride
ug/l
ND
5.0
1,1,2,2-Tetrachloroethane
ug/1
ND
7.0
Tetrachloroethene
ug/l
ND
5.0
Toluene
ug/1
ND
6.0
1,1,1-Trichloroethane
ug/l
ND
5.0
1,1,2-Trichloroethane
ug/1
ND
5.0
Trichloroethene
ug/l
ND
5.0
Trichlorofluoromethane
ug/1
NO
10.
Vinyl chloride
ug/1
ND
10.
Toluene -dB (S)
%
101
Date: 08/11/06
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS
NC Wastewater 40 This report shall not be reproduced, except in full,
NC Drinking Water 37712 without the written consent of Pace Analytical Servlces, Inc.
SC Environmental 99030w.
FL NELAP E87648 f A C):
Charlotte Certification IDS
NC Wastewater
12
NC Drinking Water
37706
SC
99006
FL NELAP
E87627
r .
Page: 5

aceAnalytical n
xn»v pacetabs.com
METHOD BLANK: 927278499
Associated Lab Samples: 927231985
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Huntersville, NC28078
Phone: [phone]
Fax: [phone]
QUALITY CONTROL DATA
Blank
Parameter Units Result
4-Bromofluorobenzene (S) % 103
Dibromofluoromethane (S) % 103
LABORATORY CONTROL SAMPLE: 927278507
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax.' 828.252.4618
Lab Project Number: 92123863
Client Project ID: WASTEWATER 07/25/2006
Reporting
Limit Footnotes
Spike
LCS
LCS
Parameter
Units
Conc.
Result
% Rec
Acrolein
ug/l
100.00
51.36
51
Acrylonitrile
ug/l
160.00
113.1
113
Benzene
ug/l
20.00
24.98
125
Bromodichloromethane
ug/l.
20.00
22.95
115
Bromoform
ug/l
20.00
20.60
103
Bromomethane
ug/l
20.00
32.45
162
Carbon tetrachloride
ug/l
20.00
25.35
127
Chlorobenzene
ug/1
20.00
22.57
113
Chloroethane
ug/l
20.00
23.01
115
2-Chloroethylvinyl ether
ug/1
40.00
59.00
148
Chloroform
ug/l
20.00
23.16
116
Chloromethane
ug/1
20.00
21.90
109
Dibromochloromethane
ug/l
20.00
20.63
103
1,1-Dichloroethane
ug/l
20.00
24.57
123
1,2-Dichloroethane
ug/1
20.00
21.68
108
1,1-Dichloroethene
ug/l
20.00
27.60
138
trans-1,2-Dichloroethene
ug/l
20.00
25.06
125
1,2-Dichloropropane
ug/l
20.00
23.93
120
cis-1,3-Dichloropropene
ug/1
20.00
19.96
100
trans-1,3-Dichloropropene
ug/l
20.00
18.59
93
Ethylbenzene
ug/l
20.00
22.41
112
Methylene chloride.
ug/l
20.00
25.71
129
1,1,Z,2-Tetrachloroethane
ug/1
20.00
15.93
80
Tetrachloroethene
ug/l
20.00
21.37
107
Toluene
ug/l
20.00
24.53
123
1,1,1-Trichloroethane
ug/1
20.00
24.26
121
1,1,2-Trichloroethane
ug/1
20.00
22.92
115
Trichloroethene
ug/l
20.00
26.89
134
Date: 08/11/06
Footnotes
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS
NC. Wastewater 40 This report shall not be reproduced, except in full,
NG Drinking Water 37712 without the written consent of Pace Analytical Services, Inc.
SC Environmental 90030
FL NELAP E87648
Charlotte Certification IDs
NC Wastewater
12
NC Drinking Water
37706
Sc
99006
FL NELAP
E87627
Page: 6

aceAnalytical'
wuw. pacelabs.com
LABORATORY CONTROL SAMPLE: 927278507
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Nuntersville, NC 28078
Phone: [phone]
Fax. [phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 26804
Phone: [phone]
Fax. • 828.252.4618
Lab Project Number: 92123863
Client Project ID: WASTEWATER 07/25/2006
Spike
LCS
LCS
Parameter
Units
Conc.
Result
% Rec Footnotes
Trichlorofluoromethane
ug/l
20.00
22.05
110
Vinyl chloride
ug/l
20.00
21.37
107
Toluene-d8 (S)
103
4-Bromofluorobenzene (S)
101
Dibromofluoromethane (S)
104
Date: 08/11/06
Asheville Certification IDS REPORT OF LABORATORY ANALYSIS
NC Wastewater '40 This report shall not be reproduced, except in full,
NC Drinking Water 37712 without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030,
FL NELAP E87648 ` r'
Charlotte Certification IDS
NC Wastewater
12
NC Drinking Water
37706
SC
99006
FL NELAP
E87627
Page: 7

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100 2225 Riverside Drive
magicar
Huntersville, NC 28078 Asheville, NC 28804
Phone: [phone] Phone: [phone]
wtvw.pacelabs.com Fax [phone] Fax [phone]
QUALITY CONTROL DATA
Lab Project Number: 92123863
Client Project ID: WASTEWATER 07/25/2006
QC Batch: 163271 Analysis Method: SM 9222D
QC Batch Method: SM 9222D Analysis Description: Fecal Colifo= in Water
Associated Lab Samples: 927232033
METHOD BLANK: 927239160
Associated Lab Samples: 927232033
Blank Reporting
Parameter Units Result Limit Footnotes
Coliform, Fecal col/100ml ND 1.0
SAMPLE DUPLICATE: 927239178
927232660 DUP
Parameter Units Result Result RPD Footnotes
Coliform, Fecal col/100ml ND ND NC
Date: 08/11/06
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS fharlotte Certification IDs
NC Wastewater 40 NC Wastewater 12
This report shall not he reproduced; except in full,
NG Drinking Water 37712 vrithout the vaitten consent of Pace Analytical Services, Inc. NC.Drinking Water 37705
SC Environmental 99030 SC 99006
FL NELAP E87648 FL NELAP E87627
Page: 8

(�5a'neAnalyficad"
vA,Av. pacelabs.cdm
QC Batch: 163142
QC Batch Method: EPA 405.1
Associated Lab Samples:
927232033
METHOD BLANK: 927234641
Associated Lab Samples: 927232033
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax.- 704.875.9091
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone. [phone]
Fax: [phone]
Lab Project Number: 92123863
Client Project ID: WASTEWATER 07/25/2006
Analysis Method: EPA 405.1
Analysis Description: Biochemical Oxygen Demand, 5 d
Blank Reporting
Parameter Units Result Limit Footnotes
BOD, 5 day mg/l ND 2.0
LABORATORY CONTROL SAMPLE: 927234658
Spike LCS LCS
Parameter Units Conc. Result % Rea Footnotes
BOD, 5 day mg/1 198.00 192.0 97
SAMPLE DUPLICATE: 927234666
927229302 DUP
Parameter Units Result Result RPD Footnotes
BOD, 5 day mg/1 9.000 10.00 11
Date: 08/11/06
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS
NC Wastewater 40 This report shall not he reproduced, except in full,
NG Drinking Water 37712 without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030
FL NELAP E87648
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
SC 99006
FL NELAP E87627
Page: 9

Analytical"
www. pacelabs.com
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Huntersville, NC28078
Phone: [phone]
Fax. [phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax: [phone]
Lab Project Number: 92123863
Client Project ID: WASTEWATER 07/25/2006
QC Batch: 163664 Analysis Method: EPA 160.1
QC Batch Method: EPA 160.1 Analysis Description: Total Dissolved Solids
Associated Lab Samples: 927232033
METHOD BLANK: 927254581
Associated Lab Samples: 927232033
Blank Reporting
Parameter Units Result Limit Footnotes
Total Dissolved Solids mg/1 ND 20.
LABORATORY CONTROL SAMPLE: 927254599
Spike LCS LCS
Parameter Units Conc. Result % Rec Footnotes
Total Dissolved Solids mg/1 250.00 244.0 98
SAMPLE DUPLICATE: 927254607
927233445 DIIP
Parameter Units Result Result RPD Footnotes
Total Dissolved Solids mg/1 260.0 300.0 14
Date: 08/11/06
Asheville Certification IN REPORT OF LABORATORY ANALYSIS
NC Wastewater 40 This report shall not he reproduced, except in full,
NG Drinking Water 37712 without the wdtlen consent of Pace Analytical Services, Inc.
SC Environmental 99030
FLNELAP E87648
�;I�i1Cf
Charlotte Certification IDS
NC Wastewater
12
NC Drinking Water
37706
Sc
99006
FL NELAP
E07627
Page: 10

AneiAnalytical'
wim.pacelabs.com
QC Batch: 163162
QC Batch Method: EPA 353.2
Associated Lab Samples:
927232033/
METHOD BLANK: 927235325
Associated Lab Samples: 927232033
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Nuntersville, NC 28078
Phone: [phone]
Fax." 704.875.9091
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax.[phone]
Lab Project Number: 92123863
Client Project ID: WASTEWATER 07/25/2006
Analysis Method: EPA 353.2
Analysis Description: 28 day NOX
Blank Reporting
Parameter Units Result Limit Footnotes
Nitrate -Nitrite (as N) mg/l ND 0.10
LABORATORY CONTROL SAMPLE: 927235333
Spike LCS LCS
Parameter Units Conc. Result % Rec Footnotes
Nitrate -Nitrite (as N) mg/l 5.000 5.020 100
MATRIX SPIKE: 927235341
927225854 Spike MS MS
Parameter Units Result Conc. Result % Rec Footnotes
Nitrate -Nitrite (as N) mg/1 0.1100 5.000 5.030 98
SAMPLE DUPLICATE: 9272353
Parameter Units
Nitrate -Nitrite (as N) mg/l
Nitrate as N mg/1
Date: 08/11/06
927224410 DUP
Result Result RPD Footnotes
0.1860 0.1800 0
0.1800 0.1800 .0
Asheville Certification IDS REPORT OF LABORATORY ANALYSIS Charlotte Certification IDS
NO Wastewater 40 This report shall not be reproduced, except in full, NO Wastewater 12
NG Drinking Water 37712 without the written consent of Pace Analytical Services, Inc. NO Drinking Water 37706
SC Environmental 99030 SC 99006
FL NELAP E87648,,��FL NELAP E87627
"L�JGICI
Page: 11

Pace Analytical Services, Inc. Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100 2225 Riverside Drive
Analytical Huntersville, NC 28078 Asheville, NC 28804
Phone: [phone] Phone. [phone]
tnnv. pacetabs.com fax. 704,875.9091 Pax: 828.252.4618
QUALITY CONTROL DATA,
Lab Project Number: 92123863
Client Project ID: WASTEWATER 07/25/2006
QC Batch: 163296 Analysis Method: EPA 420.2
QC Batch Method: EPA 420.2 Analysis Description: Phenolics, Total Recoverable
Associated Lab Samples: 927232033
METHOD BLANK: 927240713
Associated Lab Samples: 927232033
Blank
Reporting
Parameter
Units
Result
Limit Footnotes
Phenolics,
Total Recoverable mg/1
ND
0.010
LABORATORY
CONTROL SAMPLE: 927240721
Spike
LCS LCS
Parameter
Units
Conc.
Result % Rec Footnotes
Phenolics,
Total Recoverable mg/l
0.1000
0.0945 94
MATRIX SPIKE: 927240747
927238493 Spike MS MS
Parameter Units Result Cone. Result % Rec Footnotes
Phenolics, Total Recoverable mg/l 0 0.1000 0.0974 97
SAMPLE DUPLICATE: 927240739
927238493 DUP
Parameter Units Result Result RPD Footnotes
Phenolics, Total Recoverable mg/l ND ND NC
Date: 08/11/06 Page: 12
Asheville Certification IDs Charlotte Certification IDs
NO Wastewater 12
NO Drinking Water 37706
SC 99006
FL NELAP E87627
REPORT OF LABORATORY ANALYSIS
NO Wastewater 40
This report shall not he reproduced, except In full,
NO Drinking Water 37712,
without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030
FL NELAP E87648
(

aceAnalytical "
waw.. pacelabs.com
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax: [phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax. [phone]
Lab Project Number: 92123863
Client Project ID: WASTEWATER 07/25/2006
QC Batch: 163429 Analysis Method: EPA 325.3
QC Batch Method: EPA 325.2 Analysis Description: Chloride (Mercuric Nitrate)
Associated Lab Samples: 927232033
METHOD BLANK: 927245787
Associated Lab Samples: 927232033
Blank Reporting
Parameter Units Result Limit Footnotes
Chloride mg/1 ND 5.0
LABORATORY CONTROL SAMPLE: 927245795
Spike LCS LCS
Parameter Units Conc. Result % Rec Footnotes
Chloride mg/l 20.00 19.31 96
MATRIX SPIKE: 927245803
927223701 Spike MS MS
Parameter units Result Cone. Result % Rec Footnotes
Chloride mg/l 8.070 20.00 28.01 100
SAMPLE DUPLICATE: 927245811
927223719 DUP
Parameter Units Result Result RPD Footnotes
Chloride mg/l 9.500 9.500 1
Date: 08/11/06
Asheville Certification IN REPORT OF LABORATORY ANALYSIS
NC Wastewater 40 This report shall not he reproduced, except In full,
NG Drinking Water 37712 without the written consent of Pace Analytical Services, Inc.
SC Environmental 59030 �
FL NELAP E87648�^C`'
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
Sc 99006
FL NELAP E87627
Page: 13

i
aceAnalytical
wtnv. pacelabs.com
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
fax.' 704.875.9091
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone. [phone]
Fax: [phone]
Lab Project Number: 92123863
Client Project ID: WASTEWATER 07/25/2006
QC Batch: 163433 Analysis Method: EPA 350.1
QC Batch Method: EPA 350.1 Analysis Description: Ammonia
Associated Lab Samples: 927232033
METHOD BLANK: 927245944
Associated Lab Samples: 927232033
Blank Reporting
Parameter Units Result Limit Footnotes
Nitrogen, Ammonia mg/1 ND 0.10
LABORATORY CONTROL SAMPLE: 927245951
Spike LCS LCS
Parameter Units Conc. Result % Rec Footnotes
Nitrogen, Ammonia ng/l 1.000 1.095 110
MATRIX SPIKE: 927245969
927243758 Spike MS MS
Parameter Units Result Conc. Result % Rec Footnotes
Nitrogen, Ammonia mg/l 71.05 1.000 70.99 0 1
SAMPLE DUPLICATE: 927245977
Parameter Units
Nitrogen, Ammonia mg/l
Date: 08/11/06
927234534 DUP
Result Result RPD Footnotes
0.3500 0.2900 17
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS Charlotte Certification IDs
NO Wastewater 40 This report shall not he reproduced, except in fug, NO Wastewater 12
NC Drinking Water 37712 without the written consent of Pace Analytical Services, Inc. NO Drinking Water 37706
SC Environmental 99030 SC 99006
FL NELAP E87648 ,�1.� FL NELAP E87627
11CkiCl
Page: 14

(�5a'neAnalj4ical'
vAim.pacelabs.com
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax: [phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax. [phone]
Lab Project Number: 92123863
Client Project ID: WASTEWATER 07/25/2006
QC Batch: 163717 Analysis Method: EPA 365.2
QC Batch Method: EPA 365.2 Analysis Description: Phosphorus, Total
Associated Lab Samples: 927232033
METHOD BLANK: .927255505
Associated Lab Samples: '927232033
Blank Reporting
Parameter Units Result Limit Footnotes
Phosphorus mg/l ND 0.100
LABORATORY CONTROL SAMPLE: 927255513
Spike LCS LCS
Parameter Units Conc. Result % Rec Footnotes
Phosphorus mg/l 1.000 1.163 116
MATRIX SPIKE: 927255521
927231969 Spike MS MS
Parameter Units Result Cone. Result % Rec Footnotes
Phosphorus mg/l 0.7770 1.000 1.702 92
SAMPLE DUPLICATE: 927255539
927234427 -DUP
Parameter Units Result Result RPD Footnotes
Phosphorus mg/l 1.140 1.160 2
Date: 08/11/06
Asheville Gertification IDs
REPORT OF LABORATORY ANALYSIS
NC Wastewater 40
This report shall not be reproduced, except In full,
NG Drinking Water 37712
without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030
111,
'?
FL NELAP E87648
�'
i
Charlotte Certification
IDs
NC Wastewater
12
NC Drinking Water
37706
SC
99006
FL NELAP
E87627
Page: 15

Analytical'"
mm pacelabs.com
Pace' Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax [phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NO 26804
Phone: [phone]
Fax: [phone]
Lab Project Number: 92123863
Client Project ID: WASTEWATER 07/25/2006
QC Batch: 163920
Analysis Method:
SM 5310B
QC Batch Method: SM 5310B
Analysis
Description:
Total Organic Carbon
Associated Lab Samples:
927232033
METHOD BLANK: 927266742
Associated Lab Samples:
927232033
Blank
Reporting
Parameter
Units
Result
Limit
Footnotes
Total Organic Carbon
mg/l
ND
1.0
LABORATORY CONTROL SAMPLE:
927266759
Spike
LCS LCS
Parameter
Units
Conc.
Result %
Rec Footnotes
Total Organic -Carbon
mg/1
10.00
9.730
97
MATRIX SPIKE: 927266767
927238055
Spike
MS MS
Parameter
Units
Result
Conc.
Result Rec Footnotes
Total Organic Carbon
mg/1.
56.10
100.00
134.3 78
SAMPLE DUPLICATE: 927266775
927234211
DDP
Parameter
Units
Result
Result
RPD Footnotes
Total Organic Carbon
mg/l
140.0
140.0
0
Date: 08/11/06
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS Charlotte Certification IDs
NO Wastewater 40 This report shall not he reproduced, except in full, - NO Wastewater 12
NO Drinking Water 37712 without the written consent of Pace Analytical Services, Inc. NO Drinking Water 37706
SC'Environmental 99030 SC 99005
FL NELAP E87648 1� FL NELAP f87627
�1CJ
Page: 16

C
aceAnalytical o
vAiA .pacelabs.com
QC Batch: 164320
QC Batch Method: EPA 351.2
Associated Lab Samples:
927232033
METHOD BLANK: 927281253
Associated Lab Samples: '927232033
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Fax: [phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax. • 828.252.4618
Lab Project Number: 92123863
Client Project ID: WASTEWATER 07/25/2006
Analysis Method: EPA 351.2
Analysis Description: Total Kjeldahl Nitrogen
Blank Reporting
Parameter Units Result Limit Footnotes
Nitrogen, Kjeldahl, Total mg/l ND 0.50
LABORATORY CONTROL SAMPLE: 927281261
Spike LCS LCS
Parameter Units Conc. Result % Rec Footnotes
Nitrogen, Kjeldahl, Total mg/1 5.000 4.466 89
MATRIX SPIKE: 927281279
927232033 Spike MS MS
Parameter Units Result Conc. Result % Rec Footnotes
Nitrogen, Kjeldahl, Total mg/l 1.810 5.000 4.258 49
SAMPLE DUPLICATE: 927281281
Parameter Units
Nitrogen,.Kjeldahl, Total mg/l
Date: 08/11/06
927259382 DUP
Result Result RED Footnotes
2.300 2.100 10
Asheville Certification IDs REPORT OP LABORATORY ANALYSIS Charlotte Certification IDs
NC Wastewater 40 This report shall not be reproduced, except in full, NC Wastewater 12
NG Drinking Water 37712 without the written consent of Pace Analytical Services, Inc. NC Drinking Water 37706
SC Environmental 99030 Sc 99006
FL NELAP E87648 1� FL NELAP E87627
Page: 17

Analytical"'
tnnv pacelabs.Com
DATA PARAMETER FOOTNOTES
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Huntersville, NC28078
Phone: [phone]
Fax.[phone]
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax [phone]
Lab Project Number: 92123863
Client Project ID: WASTEWATER 07/25/2006
Consistent with EPA guidelines, unrounded concentrations are displayed and have been used to calculate % Rec and RPD values.
Laboratory Control Sample (Duplicate) '
Matrix Spike (Duplicate)
Sample Duplicate
Not detected at or above adjusted reporting limit
Not Calculable
Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
Adjusted Method Detection Limit
Relative Percent Difference
Surrogate
The spike recovery was outside acceptance limits for the MS and /or MSD due to matrix interference. The LCS
and/or LCSD were within acceptance limits showing that the laboratory is in control and the data is
acceptable.
Dates 00/11/06
Asheville Certification IDs REPORT OF LABORATORY ANALYSIS
NO Wastewater 40 This report shall not be reproduced. except in full,
NO Drinking Water 37712 without the written consent of Pace Analytical Services, Inc.
SC Environmental 99030.�.
FL NELAP E87648
Charlotte Certification IDs
NO Wastewater 12
NO Drinking Water 37706
SC 99006
FL NELAP E87627
Page: 16

Groundwater Analytical Results for Microbiology and Wet Chemistry
Clement Pappas
Mountain Home, North Carolina
August 25, 2006
y
MW-2
05/17/05
2.2
30
<1.1
9.4
<5.0
150
<0.10
11/03/05
6.6
31
<1.1
12.
<5.0
150
<0.10
MW-2R
05/24/06
7.2
9.7
<1.1
2
19
82
<0.10
MW-4
05/17/05
8.5
10
<1.1
<0.10
37
220
<0.10
11/03/05
14
<1.1
<0.10
29
220
0.14
05/24/06
(�W
11
<1.1
<0.10
28
180
<0.10
MW-5
05/17/05
2.1
35
<1.1
<0.10
<5.0
110
<0.10
11/03/05
8.1
34
<1.1
0.11
<5.0
82
<0.10
05/24/06
7.8
34
<1.1
<0.10
<5.0
120
<2.5
MW-6
05/17/05
2.4
7.4
<1.1
<0.10
8.7
50
<0.10
11/03/05
6.3
9.6
<1.1
<0.10.
9.6
66
0.17
05/24/06
7.4
10
<1.I
<0.10
9
54
<0.10
MW-7
05/17/05
3.2
6.1
<l.l
1.2
<5.0
40
<0.10
11/03/05
7.7
6.1
<1.1
0.99
<5.0
58
0.10
05/24/06
8.4
5.5
<l.l
1.5
<5.0
48
<0.10
MW-8
05/17/05
3.8
8.3
<1.1
0.61
6.4
88
<0.10
11/03/05
7.1
11
<1.1
0.95
8.4
100
<0.10
05/24/06
C �5-
10
<1.1
0.39
8.1
130
<0.10
Standards
10.
250
1
10
250
500
NL
Notes:
1. mg/1- milligrams per liter
2. ml - milliliters
3. ND - not detected
4. Standards from North Carolina Administrative Code, Title 15A, Subchapter 2L except Total
Organic Carbon. Total Organic Carbon standard from Spray Irrigation Permit Number
WQ0004797. .
5. Numbers in bold indicate exceedance of standard.
6. Table does not include VOCs, which are analyzed in November.
7. NL indicates that no standard limit is set.
P:\Clement Pappas\Non Discharge Permit\Analytical and Data\Groundwater Analytical Result.xls Page 1 of 1

NCDA&CS Agronomic Division 4300 Reedy Creek Road 1040 Mail Service Center, Raleigh NC 27699-lulf
o:5
_o U-ndergm-ndh7 the SoR Test Report p ti
t.
www.ncagr.com/agronomi/ustr.htm
FORAGE/PASTURE CROPS (Crop Codes 040 - 060)
Soil pH and the amount of lime required for optimum yields are crucial parts of the soil test
report. Low soil pH and low phosphorus cause more yield losses than 'any other factors in
forage production.. Excessive soil acidity (low pH) reduces the capacity of forage crops to
utilize applied fertilizer nutrients. Lime recommendations are based on pH, amount of acidity,
and desired pH for the designated crop. Establishment and maintenance of legumes depend
very heavily on maintaining the proper pH.
For best results, recommended lime and fertilizer should be mixed into the top 6 to 8 inches of
the soil before establishment. Although most forage crops sho'V no response to phosphorus
and potassium above an index of 50, some fertilization will be recommended for certain crops.
Recommendations for nitrogen, phosphorus and potassium are for annual application.
Depending on the crop, climate and soils, split applications of nitrogen and potassium may
required. Past experience, management level and economics will influence rates and time of
application. For additional information, see Note 12.. Forage and Pasture Crops, which
accompanies your soil test report. The table below shows the relationship between soil test
index value and crop response to applied nutrients.
Soil Test Index
Crop Response to Nutrient Application
Range
Rating
Phosphorus
Potassium
Manganese
Zinc
Copper
0-10
Very Low
Very High
Very High
Very High
Very High
Very High
11-25
Low .
High
High
High
High
High
26-50
Medium
Medium *
Medium *
None
None
None
51-100
High
None
Low -None
None
None
None
100+
Very High
None
None
None
None
None
* Response decreases as soil test index increases.
Soil Test Report Abbreviations
MIN
mineral soil class
M-0
mineral -organic soil class
ORG
organic soil class
HM%
percent humic matter
WN
weight per volume of soil
CEC
cation exchange capacity
BS%
percent of CEC occupied by bases
Ac
acidity (decreases as pH increases)
pH
current soil pH
P-I ,
phosphorus index
K-I
potassium index
Ca%
percent of CEC occupied by
calcium
Mg%
percent of CEC occupied by
magnesium
Mn-I
manganese index
Mn-AI
manganese availability index
Zn-I
zinc index
Zn-AI
zinc availability index
Cu-1
copper index
S-I
sulfur index
SS -I
soluble salt index
NO3-N
nitrate nitrogen (ppm)
NH4 N
ammonium nitrogen (ppm)
Na
sodium
P205
phosphate
KK20
potash
B
boron
5,000 copies of this public document were printed at a cost of $105.93 or $0.02 per copy.
October 2003

PO Box 1009
125 Industrial Park Rd. 066
® ' Mountain Home, NC 28758
k ozlTest ewrt
Farm:
7/5/2005 SERVING N.C. RESIDENTS FOR OVER 60 YEARS Henderson County
Agronomist Comments C -- 12, $
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime N P205 K20
Mg Cu
Zn
B Mn
See Note
ZONE1
1st Crop: Fes/OG/Tim,M
0 120-200 0 0
0 0
0
.0 PH$
12
q w`S
2nd Crop: Fes/OG/T1m,M
0 120-200 0 0
0 0
0
.0 ' P$
12
Test Results
Soil Class HM% W/V
CEC BS% Ac PH P-I IC 1
Ca% Mg% Mn-1 Mn-Al(1)Mn-AI(2) Zn-I
Zn-AI
Cu-I
S-I SS -I
NO3-N NH4-N Na
MIN 0.66 1.15
7.1 90.0 .0.7 6.6 191 262
59.0 14.0 122 81 81 502
502
151
27
0.3
Sample No. Last Crop
Mo Yr T/A
Crop or 3'ear
Lime N P205 K20
Mg Cu
Zn
B Mn
See Note
ZONE2"
1st Crop: Fes/OG/Tim,M
0 120-200 0 0
0 0
0
.0 PH$
12
2nd Crop: Fes/OG/Tim,M
0 120-200 0 0
0 0
0
.0 PH$
12
Test Results
Soil Class HM 65 W/V
CEC BS% Ac pH P-1 K-I
Ca% Mg% Mn-I Mn-AI(1)Mn-AI(2) Zn-1
Zn-AI
Cu-I
S-I SS -I
NO3-N NH4-N Na
MIN 0.59 1.18
7.3 89.0 0.8 6.5 1.68 218
63.0 12.0 166 109 109 480
480
152
41 _... _-_
..... , .,.........,-,..::.",,:<.s0..4
Sample No. Last Crop Mo Yr T/A Crop or Year Lime N P205 K20 Mg Cu Zn B Mn See Note
ZONE3S 1st Crop: Fes/OG/Tim,M 0 120-200 0 0 0 0 0 .0 PH$ 12
2nd Crop: Fes/OG/Tim,M 0 120-200 0 0 0 0 0 .0 PH$ 12
Test Results
Soil Class HM% W/V
CEC
BS% Ac pH P-I KI
Ca% Mg% Mn-I Mn-AI(1)Mn-AI(2) Zn-I
Zn-AI
Cu-I
S-I SS-1
NO3-N NH4-N Na
MIN 0.51 1.12
8.3
90.0 0.8 6.7 184 260
61.0 14.0 191 121 121 445
445
151
30
0.3
-
..�: .7::, .� ..I .� .,. ..� rF: T...-�7. �.:
:.e r. 7. i.tY'`Nc ?:cis 'rye
_�i .ti �:t r ni.;�k .,.? ✓�'z� ,. i
Y �. �tiu ` "ri�•�-:��
.,. .�;
Sample No. Last Crop
Mo Yr
T/A
Crop or Year
Lime N P205 K20
Mg Cu
Zn
B Mn
See Note
ZONE4
1st Crop: Fes/OG/rim,M
0 120-200 0 0
0 0
0
.0 0
12
2nd Crop: Fes/OG/Tim,M
0 120-200 0 0
0 0
0
.0 0
12
Test Results
Soil Class HM% W/V CEC BS% Ac PH' P-1 K-I Ca% Mg% Mn-I Mn-AI(1)Mn-AI(2) Zn-I Zn-AI Cu-1 S-I SS-1 NO3-N NH4-N Na
MIN 1.25 1.00 10.1 85.0 1.5 6.4 130 396 54,0 12.0 120 83 83 369 369 145 29 0.4

;a'G•.au�{u•;aaavar assastvsKa,, .t,1'"=:i`
. sY'h".��kuaaaay.
au v,vaaa.s.av ..«. yu.a� .r ,•yr
Shy'
'3 !Z.'"•a'-'='��:x
"rtsxi ?i�.'va%i6'i.!&^.'+ ^e
v^> yes„^;-ar-•v-eeea•rs- . -
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N
P205 K20
Mg Cu Zn B Mn See ote -
ZONE5
1st Crop: Fes/OG/Pim,M
0
120-200
50-70 0
0 0 0 .0 0 12
2nd Crop: Fes/OG/Pim,M
0
120-200
50-70 0
0 0 0 .0 0 12
Test Results
Soil Class HM%
W/V
CEC
BS%
Ac pH P-I K 1
Ca%
Mg%
Mn-1 Mn-AI(1)Mn-AI(2) Zn-1
Zn-AI
Cu-1
S-I SS -I
NO3-N NH4-N Na
MIN 0.81
1.19
6.6
80.0
1.3 6.2 35 188
51.0
15.0
411 261 261 87
87
39
37
0.3
[ied,T�Ym�„
Recommends ions
.,:•'.
:...
Sample No. Last Crop
Mo Yr
T/A
Crop or.Year
Lime
N P205 K20
Mg Cu
Zn
B Mn
See Note
ZONE6
1st Crop: Fes/OG/Iyim,M
0
120-200 30-50 0
0 0
0
.0 0
12
2nd Crop: Fes/OG/Pim,M
0
120-200 30-50 0
0 0
0
.0 0
12
Test Results
Soil Class HWo
W/V
CEC
BS%
Ac p H P-I K I
Ca%
Mg%
Mn-1 Mn-AI(1)Mn-AI(2) Zn-1
Zn-AI
Cu-1
S-I SS-1
NO3-N NH4-N Na
MIN 0.56
1.17
6.5
83.0
1.1 6.4 43 230
50.0
15.0
145 98 98 90
90
33
29
0.4
Sample No. Last Crop
Mo Yr
T/A
Crop or Year
Lime
N P205 K20
Mg Cu
Zn
B
Mn
See Note
ZONE?
1st Crop: Fes/OG/Tim,M
-5T,
120-200 30-50 70-9Q.
0 0
0
-0
0
12
2nd Crop: Fes/OG/Tim,M
0''
120-200 30-50 70-90
0 0
0
.0
0
12
Test Results
Soil Class HM% W/V
CEC
BS%
Ac PH P-I K I
Ca% Mg%
Mn-I Mn-AI(1)Mn-AI(2) Zn-1
Zn-AI
Cu-I
S-I
SS -I NO3-N NH4-N Na
MIN 0.66 1.19
6.3
76.0
1.5 5.7 41 27
57.0 18.0
110 83 83 73 -
73
28
1
C i4 �i:rswr i ..3'i , . q i.s •t
M1
:e��-;5 {. - �.
A : er.,i.K• :Td.hyn •,d. .. a, a s.. tt f 4 9 �i , , ZC J '.C{.. : ti'�f,'• A,,r•n .S: - ., P . ` . eid'
PP imei Re oih enda`t 3n� � t Y
X.-
qp
..F .iNMIist�'/hTA.i4 . i .�iY �" •'YS.'i6 a... .11:•
a `Y' 4 q ,�,.;- 1.X aFJs; 'Jig'. lyr>ca ryY 61 .�.; i1
,1" 3 9
a. .
uSee
Sample No. Last Crop
Mo Yr
T/A
Crop or Year
Lime
N' P205 K20
Mg Cu
Zn
B
Mn
Note
ZONE8
1st Crop: Fes/OG/Pim,M
.3T
120-200 70-90 0
0 $
0
-0
0
12
2nd Crop: Fes/OG/Tim,M
0
120-200 70-90 0
0 $
0
.o
0
12
Test Results
Soil Class HM% W/V
CEC
BS%
Ac pH P-I K-I
Ca% Mg%
Mn-I Mn-AI(1)Mn-AI(2) Zn.I
Zn-AI
Cu-1
S-1
SS-1 NO3-N NH4-N Na
MIN 0.66 1.21
5.1
75.0
1.3 5.8 25 190
43.0 13.0
158 112 112 66
66.
24
33
0.3
,.. ,
-i u3?..z...4
l
. .. a,..,y. ,. ... ;1 . �•�.. _,iH-;.. .f .�, v :. .c,E' •:•aei'^;...`-•'i�:
.:.,, ..1+�'ce•.
-�.?•.-+.: •::..
Sample No. Last Crop
Mo Yr
T/A
Crop or Year
Lime
N P205 K20
Mg Cu
Zn
B
Mn
See Note
ZONE9
1st Crop: Fes/OG/Tim,M
AT
120-200 50-70 0
0 0
0
.0
0
12
2nd Crop: Fes/OG/I'im,M
0
120-200 50-70 0
0 - 0
0
.0
0
12
Test Results
Soil Class HM°o W/V
CEC
BS%
Ac pH P-1 K-I
Ca% Mg%
Mn-1 Mn-AI(1)Mn-AI(2) Zn-I
Zn-AI
Cu-1
S-1
SS-1 NO3-N NH4-N Na
MIN 0.56 1.21
5.4
74.0
1.4 5.8 35 190
42.0 15.0
189 130 130 66
66
26
36
0.3

Sample No. Last Crop Mo Yr r1A Crop or Year Lime N P205 K2 0 - Mg Cu , Zn B Mn See Note
ZONEIO 1st Crop- Fes/OG/Tim,M 0 120-200 0 0 0 0 0 .0 0 12
2nd Crop: Fes/OG/*Fim,M 0 120-200 0 0 0 0 0 .0 0 12
Test Results
Soil Class HM%
WIV
CEC
BS%
Ac PH
P-I K-I
Ca%
Mg%
Mn-1 Mn-AI(1)Mn-AI(2)
Zn-1
Zn-AI
Cu-I
S-I SS-1
NO3-N NH4-N Na
MIN 1.19
1.10
6.4
75.0
1.6 5.9
69 148
51.0
13.0
130 97 97
81
81
38
32
0.3
0
N my
11 N, N1116 •NO,
"k U— L"
Ws�§ INS RE,,
- i R.-
v
On
MEMO
0'.
a OffiNt,
0MR
XQ
Sample No. Last Crop
Mo Yr
TIA
Crop or Year
Lime
N P205 K20
Mg Cu
Zn
B Mn
See Note
ZONE11
1st Crop: Fes/OG/rim,M
0
120-200 20-40 0
0 . 0
0
.0 0
12
2nd Crop: Fes/OG/71m,M
0
120-200 20-40 0
0 0
0
.0 0
12
Test Results
Soil.Class HM%
WIV
CEC
BS?16
Ac PH
P-I K-I
Ca%
Mg%
Mn-1 Mn-AI(1)Mn-AI(2)
Zn-1
Zn-AI
Cu-I
S-I SS -I
NO3-N NH4-N Na
MIN 0.97
1.10
7.0
81.0
1.3 6.0
48 148
57.0
14.0
293 193 193
98
98
42
28
0.3

BACKGROUND
The Clement -Pappas facility is located in Mountain Home, North Carolina. The facility produces
and distributes a variety of juices, drinks and other fruit products. The production of fruit juice
and fruit products results in the generation of large quantities of wastewater and wastewater
generation rates vary with the fruit growing season. The Mountain Home facility is currently
permitted to discharge through the following wastewater management system.
• A 100 gallon per minute (gpm) pump station,
• A two and a half million gallon (MG) lined aerated lagoon,
• A 475 gpm spray irrigation pump,
• 48.4 acres of agricultural land utilized for spray irrigation, and
0 A Non -Discharge (ND) wastewater treatment and disposal permit which includes, but is
not limited to, the following discharge requirements:
o- Irrigation shall not be performed during inclement weather or when the ground will
produce runoff °
o Application rate shall not exceed a cumulative loading of 52-inches over twelve
months
o The instantaneous application rate shall not exceed 0.20-inches per hour
o. The freeboard in the lagoon shall not be less than two feet at any time
o The groundwater in the application fields must be greater than three feet below the
ground surface
The facility produces wastewater 24 hours per day seven days per week. Clement -Pappas
personnel operate and maintain the wastewater management system Monday through Friday
during an eight -hour, daytime shift. During evening and night shifts and on weekends, Clement
Pappas collects and stores wastewater. Two system operators are employed to manage the
system.
Clement Pappas applies wastewater through spray irrigation to agricultural land located north of
their main manufacturing facility. Initially, one 16.4 acre irrigation field was developed and
divided into four irrigation zones referred to in this document as the 'old field". In 2001 Clement
Pappas obtained a permit to modify the existing system. The system modifications expanded the
land available for spray irrigation from 16.4 to 48.4 acres [Note: the permit application requested
49.5 acres, but only 48.4 were permitted].
The 48.4 acre irrigation field is divided into six fields with 11 irrigation zones. Table I1 provides
details of the six spray irrigation fields. Table 12 provides details regarding the 11 spray
irrigation zones within the six spray fields.
P:\Clement Pappas\Non Discharge Permit\Water Balance Explanation.doc
1

WATER BALANCE
Currently, Clement -Pappas has 1.25 MG of wastewater storage available. 1.75 MG of additional
wastewater storage is proposed. This will provide about 14 additional days of storage. A water
balance was prepared using the North Carolina Department of Environment and Natural
Resources (DENR) Water Balance computation. The water balance includes the following
estimates and assumptions:
• Flow— 137,000 gallons per day (gpd) —A ten-year projection that would make better use
of.the existing spray application area
• Area of open storage (e.g. lagoon) — 1.66 acres — The area within the banks of the
existing lagoon and the area open at the top of proposed wastewater storage tank
• Loss due to evapotranspiration and infiltration —169 inches per year — The
evapotranspiration and infiltration based on the soil type specified in the March 2001
permit application, Bradson Series, and mean monthly temperatures obtained from the
southeast regional climate center
• Precipitation — 72 inches per year — The precipitation provided in the USDA-NRCS
Henderson County Soil Survey
• Irrigation — 43 inches per year — The irrigation required to discharge approximately
137,000 gpd seven days per week across 48.4 acres.
Table I3 provides a summary of the parameters from the DENR water balance. Information used
in the DENR water balance is attached and includes the mean monthly temperatures from the
Southeast Regional Climate Data Center and the Henderson County Soil Survey.
ADDITIONAL STORAGE
The proposed wastewater storage tank will have a capacity of at least 1.75 MG. The proposed
tank location is indicated in the Engineering Plans. A transfer pump from the existing lagoon to
the wastewater storage tank would be installed. The wastewater would be circulated to the tank
when emergency storage was necessary. The wastewater would drain back from the tank to the
lagoon under gravity when emergency storage was no longer necessary.
PAClement Pappas\Non Discharge Permit\Water Balance Explanation.doc
L

Table I1
Irrigation Areas By Field
Clement Pappas
Mountain Home, North Carolina
August 25, 2006
Field
Identification
Zones
' in Field
Number of
Sprinklers..
Approximate
Wetted Area'`
Acres.
Old Field
1, 2, 3, and 4
174
16.40
1
6 and 5A
45
7.06
2
7A
20
3.42
3
7B
8
1.44
4
9, 8, and 5B
86
13.67
5
10 and l l
47
7.50
PAClement Pappas\Non Discharge Permit\Analytical and Data\Water Balance Tables.xls Page 1 of 1

Table I2
Irrigation Areas by Zone
Clement Pappas
Mountain Home, North Carolina
August 25, 2006,
Clement Pappas
Zone Identification .
AWT.
Zone Identification
Field..
Location:
Number of
Sprinklers
Approximate
Wetted Area
Acres
1
-
Old Field
54
4.60
2
-
Old Field
53
4.10
3
-
Old Field
52
4.40
4
-
Old Field
15
330
5A
2
1
14
2.20
5B'
4
20
3.18
6
1
1
31
4.86
7A
3
2
20
3.42
7B
3
8
1.44
8
5
4
33
5.24
9
4
4
33
5.25
10
6
5
26
4J 5
11
7
5
21
Notes:
1. AWT Zone Labels - Designations used by Agri -Waste Technology, Inc. in their 2001 application.
P:\Clement Pappas\Non Discharge Permit\Analytical and Data\Water Balance Tables.xls Page 1 of 1

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EIENDERSONVILLE, NORTH CAROLINA (313976)
Period of Record Monthly Climate Summary
Period of Record : 8/ 1/1948 to 9/30/2005
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual
Average Max. 48.5 52.0 59.6 69.1 76.1 81.5 84.6 83.3 77.4 68.6 58.9 50.6 67.5
Temperature (F)
Average Min. 26.8 28.8 34.8 42.5 51.0 58.6 62.8 61.6 55.1 43.6 34.8 28.6 44.1
Temperature (F)
Average Total ; 4,43 4.53 5 67 4.27 4.42 5.10 5.13 5.71 4.50 3.80 4.26 4.34 56.16
Precipitation (in.)
Average Total SnowFall (in.) 3.2 2.5 2.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0
Average Snow Depth 0 0 0 0 0 0 0 0 0 0
(in.)
Percent of possible observations for period of record.
Max. Temp.: 99.6% Min. Temp.: 99.5% Precipitation: 99.5% Snowfall: 98.6%.Snow Depth: 96.3%
Check Station Metadata or Metadata graphics for more detail about data completeness.
Southeast Regional Climate Center, [e-mail]
0.5 0.7 9.3
0 0 0

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This is a publication of the National Cooperative Soil Survey, a joint effort
of the United States Department of Agriculture and, agencies of the States,
usually the Agricultural Experiment Stations. In some surveys, other Federal
and local agencies also contribute. The Soil Conservation Service has leader-
ship for the Federal part of the National Cooperative Soil Survey. In line with
Department of Agriculture policies, benefits of this program are available to
all who need the information, regardless of race, color, national origin, sex, reli-
gion, marital status, or age. -
Major fieldwork for this soil survey was completed in the period 1967-71.
Soil names and descriptions were approved in 1974. Unless otherwise indicated,
statements in the publication refer to conditions in the county in 1971. This
survey was made cooperatively by the Soil Conservation Service, the Forest
Service, and the North Carolina Agricultural Experiment Station. It is part of
the technical assistance furnished to the Henderson County Soil and Water
Conservation District.
Soil maps in this survey may be copied without permission, but any enlarge-
ment of these maps could cause misunderstanding of the detail of mapping and
result in erroneous interpretations. Enlarged maps do not show small areas of
contrasting soils that could have been shown at a larger mapping scale.
Cover:
tu
to 15 percent

TABLE 1 •--CLIMATIL; VA'1'A
[All data from Hendersonville, or estimated as indicated, for Henderson County, N.C.]
Temperature i Precipitat-ion
Two years in 10 will I One year in 10 will I Average Average
have at least 4 days ; i have-- !number of{Average !soil temper
lAverage!Averagel with-- I L !days with -depth o£ '{a urieFal;7 4
Month ; daily 1 daily 1 Maximum I Minimum !Average! i i snow { snow bn�x {cinch depth
! maximum; minimum i temperature i temperature ! monthly i Less than-- i More than -! c_0 of+1r�fi�`hr, {b'8rie� 11eve
r h� i !lt�Xflilr}'C X$} 1} 1'%7tlnd
equal to I equal to 1 totalrlptiaytiled`
I I I or higher 1 or lower I I ! {,�jO• a51"yOy�,X.t h i�ip�l pt��c.�n+`V'���il n
' than-- ' than--
F In !
F I F 1 F I ,
In
4t4a R { {
I ' I 1 � i i 1tR did � n'+'i•� �yF;' g�
January----i 52 i 29 ' 64 8 I 4.8 I 1 5
I , I
February--- I 53
29 i 68 1 14 ! 4.6 I 1 5f ZiP�; 6t+Gf '3 x {z 1 4248
..
I , a' "� r
I I � Y
I I r, ife utt n I: I
I i i I 20 i 5.5 i 2��ry�zr''zsargri 4 n "j '+`.r^'c`1�'".`s"zii I 2 I
March------ I 60 1 34 I 76 I a W,' f I rzr nrtix t"
(1) i (1)
83 27 4't1iK z+ f * �" �i ' z i !
April------ i 70 i 42 1 I 57 i I I 4 5 � � `1 {
MaY-------- i 78 i 50 1 88 i 36 i 4 1 r{ �}� f �' t`2 if5.$ ! 0
0 0 i 0 i 66
I , 73
June-------i 84 i 58 i 92
I
I
85 1 62 I 92 { 52 I`.` 6.2; {; 2.5 I 9.6 O 1 !
JulY-------I
August -----I 85 1 61 1 91 49 I 5.5 1.7 I 13.4 I 0 0 I 75
September --I 80 1 55 I 87 1 40 4.0 1 0.5 I 9.1. I 0 1 0 ! 69
I w. I I I I I I !
October ---- 1 71 .1 43 1 79 { 27 i- 3.8 i 0.4 i 9.7 60
0 0 i
November---i 59 i 33 1 72 i 18 1 3.6, 1 1.6 i 5.4 i (1) i (1) i 48
I
December---1 51 1 28 1 66 i 12 1 4.7 i 1.4 i 7.8 i 1 i 1 ' 41
I I
I ! I I I
Year------i 69 I 44 i 2 93 3 3 1 56.1 I 46.7 1 72.4 i 9 i 2 i 58
1Less than one-half day.
2Average annual highest maximum.
3Average annual lowest minimum.
on

Friction/ Total Dynamic Head Calculations and
System Curve Analaysis Procedure
Clement Pappas -
Mountain Home; North Carolina
August 25, 2006
The location of the pumps and connecting pipe are indicated on the Engineering Plans. The
system curve for the sizing of pumps was found by inputing parameters in an Excel spreadsheet.
Spreadsheets for each pump are attached. The following is an explanation of inputs entered and
formulas used:
Inputs:
• Pipe Diameter'= 6 inches (Pumps 2 and 3)
• Static Head in feet
o Pump 2 Static Head = 177 feet
■ Elevation difference between pump and highest nozzle = 15.7 feet, plus
■ Working pressure at discharge
of pump for system = 70 psi = 161 feet
o Pump 3 Static Head = 20 Feet
• Length to furthest point in feet
o Pump 2 Length = 2,270 feet
o Pump 3 Length = 350 feet
• Coefficient for PVC Pipe = 130
• Pump 2 Inputs
Loss Coeff.
Fittings fm
Quanti
Size in.
Gate Valves 0.15
2
6
90 Bends 1.17
3
6
45 Bends 0.26
2
6
Tee Thru 1.8
0
6
Tee Branch 0.25
2
6
Check Valves 2.5
1
6
Outlet 0.5
1
6
• Pump 3 ' Inputs
Loss Coeff.
Fittings
I
Ouantity
Size in.
Gate Valves
0.15
1
6
90 Bends
1.17
1
6
45 Bends
0.26
0
6
Tee Thru
1.8
0
6
Tee Branch
0.25
1
6
Check Valves
2.5
1
6
Outlet
0.5
1
6
• Flow Increment = 25 gallons per minute
PAClement Pappas\Non Discharge Permiffump System Curve Explanation.doc

Formulas
Minor losses through the piping system and fittings were calculated using the following formula:
hL = K(V2/2g)
hL = Head Loss
K = Loss Coefficient
V = Velocity of flow
g = gravitational acceleration (32.2 feet per second per second)
Head Loss calculations were calculated using the Hazen -Williams empirical formula for the flow
of water in pipes at 60 'F. The formula for Head Loss in feet follows:
hL = 0.002083L (1000/C)1.85
D4.8655
hL = Head Loss (feet)
Q = flow (gallons per minute)
C = Loss Coefficient
D = diameter of pipe (inches)
The target performance of Pump 2 was determined by calculating the head from the elevation
difference from the pump to the highest and furthest nozzle plus the operating pressure at the
entrance to that zone (endpoint of Lateral 1). The operating pressure at this point is 70 psi and
was obtained by Clement Pappas personnel on site. ..
The total dynamic head and system curve was obtained from the summation of frictional losses
and Head Loss(feet) verses Flow (gallons per minute) and plotted on a graph. The graphs are
attached. This information was then compared to pump performance curves to size the pumps.
The manufacturer's pump curve is attached.
Note:
Pump 3 is oversized for its intended application. Head pressure can be manipulated by partially
closing,valves. Pump 3 will be sized identical to Pump 2 in order to supply a backup in case of
malfunctions to Pumps 1 or 2.
PAClement Pappas\Non Discharge Permit\Pump System Curve Explanation.doc

Pump 2 System Curve
Additional Irrigation Pump
Clement Pappas
Mountain Home, North Carolina
FTame
Pipe Diameter
6
(inches)
Static Head
177.166
(feet)
Length
2,270
(feet)
Coefficient
130
Fittings
Loss Coeff.
Ouanti
Size in.
Gate Valves
0.15
Gate Valves
2
6
90 Bends
1.17
90 Bends
3
6
45 Bends
0.26
45 Bends
2
6
Tee Thru
1.8
Tee Thru
0
6
Tee Branch
0.25
Tee Branch
2
6
Check Valves
2.5
Check Valves
1
6
Outlet
0.5
Outlet
1
6
Flow Increment 25
FLOW
(gpm) '-
HEAD. LOSS
- (feet)'
MINOR LOSSES_ .
(feet)
TDH
(feet)
VELOCITY
(ft/sec)'
..i
PUMP
DATA
0
0.00
0.00
177.17
0.00
257
25
0.18
0.01
177.36
0.28
50
0.66
0.04
177.87
0.57
75
1.40
0.09
178.66
0.85
100
2.39
0.16
179.71
1.13
125
3.61
0.24
181.02
1.42
150
5.05
0.35
182.57
1.70
175
6.72
0.48
184.37
1.99
200
8.60
0.63
186.40
2.27
225
10.70
0.79
188.66
2.55
250
13.00
0.98
191.15
2.84
275
15.51
1.18
193.86
3.12
300
18.22
1.41
196.79
3.40
325
21.13
1.65
199.95
3.69
350
24.23
1.92
203.31
3.97
375
27.53
2.20
206.90
4.26
400
31.02
2.50
210.69
4.54
425
34.70
2.83
214.69
4.82
450
38.57
3.17
218.91
5.11
475
42.63
3.53
223.33
5.39
500
46.87
3.91
227.95
5.67
215
525
51.30
4.31
232.78
5.96
550
55.91
4.74
237.81
6.24
575
60.70
5.18
243.04
6.52
600
65.68
5.64
248.48
6.81
625
70.83
6.12-
254.11
7.09
650
76.16
6.61
259.94
7.38
675
81.67
7.13
265.96
7.66
700
87.35
7.67
272.19
7.94
725
93.21
8.23
278.60
8.23
750
99.24
8.81
285.21
8.51
775
105.45
9.40
292.02
8.79
800
111.83
10.02
299.01
9.08
PAClement Pappas\Non Discharge Permit\Design\Pump Calculations -Pump 2.xls

325.00
300.00
275.00
250.00
225.00
200.00
175.00
b
150.00
x
125.00
100.00
75.00
50.00
25.00
0.00
Pump 2 System Curve
Additional Irrigation Pump
Clement Pappas
Mountian Home, North Carolina
I I I
-1-+-1-4-I--1-4--1-4
I
I I
I
I 1
1 1
1-
1 1
1
1 1
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1 1
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I
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- 1- -1
- + •
-1- + -
1- -1
-1-
+ -
I- -I
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-1- -4
- I-
-1 - + -1- 4 - I- -I - 4_ -I-
L -1
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--W- PUMP DATA
I
1 I
I I
I I
I I
I
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I I
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-I-
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fi _
I I
1_ -
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N v O .N �r N N N N M M can CD NV CD
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Flow (gpm)
P:\Clement Pappas\Non Discharge Permit\Design\Pump Calculations -Pump 2.xls

Pump 3 System Curve
Transfer/Backup Irrigation Pump
Clement Pappas
Mountain Home, North Carolina
Name
Pipe Diameter
6
(inches)
Static Head
20
(feet)
Length
350
(feet)
Coefficient
130
Fittings
Loss Coeff.
Ouantity
Size in.
Gate Valves
0.15
Gate Valves
1
6
90 Bends
1.17
90 Bends
1
6
45 Bends
0.26
45 Bends
0
6
Tee Thru
1.8
Tee Thru
0
6
Tee Branch
0.25
Tee Branch
1
6
Check Valves
2.5
Check Valves
1
6
Outlet
0.5
Outlet
1
6
Flow Increment 25
;FLOW
"(gpm)
HEAD LOSS
°(feet . ;
MWOR-LOSSM.
(feet). "
TIM _
(feet)
VELOCITY
(ftlsec)..
- PUIVIR..
.DATA
0
0.00
0.00
20.00
0.00
25
0.03
0.01
20'.03
0.28
50
0.10
0.02
20.12
0.57
75
0.22
0.05
20.27
0.85
100
0.37
0.09
20.46
1.13
125
0.56
0.14
20.70
1.42
150
0.78
0.21
20.98
1.70
175
1.04
0.28
21.32
1.99
200
1.33
0.37
21.69
2.27
225
1.65
0.46
22.11
2.55
250
2.00
0.57
22.58
2.84
275
2.39
0.69
23.08
3.12
300
2.81
0.82
23.63
3.40
325
3.26
0.97
24.22
3.69
350
3.74
1.12
24.86
3.97
375
4.24
1.28
25.53:
4.26
400
4.78
1.46
26.24
4.54
425
5.35
1.65
27.00
4.82
450
5.95
1.85
27.80
5.11
475
6.57
2.06
28.63
5.39
500
7.23
2.28
29.51
5.67
525
7.91
2.52
30.43
5.96
550
8.62
2.76
31.38
6.24
575
9.36
3.02
32.38
6.52
600
10.13
3.29
33.42
6.81
625
10.92
3.57
34.49
7.09
650
11.74
3.86
35.60
7.38
675
12.59
4.16
36.75
7.66
700
13.47
4.48
37.94
7.94
725
14.37
4.80
39.17
8.23
750
15.30
5.14
40.44
8.51
775
16.26
5.49
41.75
8.79
800
17.24
5.85
43.09
9.08
PAClement Pappas\Non Discharge PermitOesignTump Calculations -Pump 3.xls

50.00
45.00
40.00
35.00
30.00
i
b 25.00
ro
a�
x
20.00
15.00
10.00
5.00
0.00
Pump 3 System Curve
Transfer/Backup Irrigation Pump
Clement Pappas
Mountain Home, North Carolina
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
-I-T-1--I-T-I-7-F_-1-T-1--f-1--I-T-I-I-T-I- - -I- T-I---T -I- - F-1-T-
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
T_I_-_T-I-7-I--I-T-1--I-F-1-T--I-T-I---t-r-1-T-1--I-T-1--t- 1-T-
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
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I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
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I I I I T F T F I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I
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I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I
- 1 ----=------------------------- I -- -------------
I I I I I I I I I I I I I I I I I I I I I I i I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�-- TDH - - - - -
I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I
o �n o kn C kn o Vn o Wn o Wn (D VI) o Wn o to o Wn o to o kn o Wn o Wn o V') C kn o
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•� N N N N M M M M 'ch 't d dt W) W) W) V) %0 10 %0 \O r` r � r 00
Flow (gpm)
PAClement Pappas\Non Discharge Permit\Design\Pump Calculations -Pump 3.xls

/06 FRI 14:22 FAX [phone] TENCARVA ASHEVILLE
WA�
Model: 3196 Size: 3X4.8G Group: MTX 601-lz RPM: ,3550 Stages: 1
Job/Inq.No.: VERBAL
Purchaser : ALTAMONT ENVIROMENTAL INC
End User:
CLEMENT PAPPAS Issued by: Gene Kuykendall
Item/Equip.No.: "
ITEM 001
Quotation No.: GK06-02-03 01 Date: 02/03/2006
Service
Order No.:
Certified By:
Operating Conditions
Pump Performance
Liquid;
Water
Actual Pump Eff.: 71.0 % Suction Specific Speed: 10;167 gpm(US) ft
Temp.:
70.0 deg F
Actual Pump Power. 39.9 hp Min. Hydraulic Flow: 178.7 gpm
S.G.Msc.:
1.000/1.000 cp
Min. Thermal Flow N/A
Flow:
500.0 gpm
Rated Total Power. 39.9 hp
TDH:
215.0 ft
Imp. Dla. First"1 Stg(s): 7.8750 in
NPSHa:
30.0 ft
NPSHr. 14.7 ft Non -Overloading Power: 47.3 hp
Solid size:
Shut off Head: 257.0 ft .
% Solids:
Vapor Press:
Max. Solids Size:
0.6860 in
Notes: 1. Power and efficiency Losses are not reflected on the curve below.
2. Elevated temperature effects on performance are not included.
i
32
30
27
25
221
201
17!
15
12
101
7!
6(
CENTRIFUGA a-
a •
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EMMS
03
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,
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Mi���lirr��ri�
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0 25 50 75 100 .125 150 175 m�/hiw
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-90
-80
•70
60
50
40
30
20
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/J �f� \ rt �.:- Ii , MIIg.• •'� 1 // I + �. f �4 r _ INc ��_ \
' f � ` �� 1 !•• '` �'�/. I / �•'('.; 1�'�( �b/ / t�' rrr<"��., �Jy •��/i t i' ��,�;1��1` ,,f\J ,��_:
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1` �` �f) .lU j ✓ ' •' !/'+ , J i 7 �� (t \ \ ��•{� itr _• `� Ct' J �..^\' `� \ - I•• II ttl.--rc-_...':t \' i7 l.;
/ivsysi'i•"'��j ��._'..l'4/.�' \� %~�. rl\ J r-`� i �t F %1 jl I /� �� �`y.. 1/ '�_, i�i , A • / "1 ,.,�:.. :/G
n.
>:f '-'- r J � i ,� i +f i( fdCf � �� Q�� C � • �I''Gf1tYi(+Siliile \`i} � t t` � _
rl ( � {,�\� \ �)i � +� i �! `�1 �� -'�. `�. O t .i fir. / } -•\r` �l i �\ ! % r���. , + ��. �'\
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`,✓� � -��4Z`—.i�L� 1� tt�� \ I \ \�� .�,', l,co Ord,/-.r='
1 `
I
I
SOURCES:
1. FRUITLAND, HENDERSONVILLE, HORSESHOE & SKYLAND,NORTH
CAROLINA U.S. G. S. QUADRANGLES; MAP DATES: 1985;
PHOTOREVISED: 1990 & 1991.
2. HENDERSON COUNTY GIS WEBSITE ACCESSED JANUARY 30, 2006. 1
I
ISITE LOCATION MAP FIGURE
FT N G I N E E R I N G & H Y D R 0 G E 0 L 0 =y
50 COLLEGE STREET, ASHEVILLE, NC 28801
TEL.[phone] FAC.828.281.3351 CLEMENT PAPPAS & CO., INC. 7
www.altamontenviror=ental.com
125 INDUSTRIAL PARK ROAD
DRAWN BY: CHRIS GILBERT SCALE (FEET) MOUNTAIN HOME, NC
PROJECT MANAGER: STU RYMAN
CLIENT: CLEMENT PAPPAS 1000 0 1000 2000
DATE: 2/03/06 FILE PATH: P:\CLEMENT PAPPAS\NON DISCHARGE PERMIT\FIGURES\ FIGURE I.DWG'

Iv-
0B5� } �j
2
PROPERTY BOUNDARY
2105 Q
I
0
1
Contour data acquired from the North Carolina Department of
Transportation Light Detection and Ranging -data. March 2005.
TOPOGRAPHIC MAP FIGURE
1 EANIGI I L-NIEIE41RIIIN 1GW&� H LYJ DIRIOIGI EIOIQOIGIYJ
50 COLLEGE STREET, ASHEVILLE, NC 28801
TEL.[phone] FAC.828.281.3351
www.altainontenvironmental.com
CLEMENT PAPPAS 2
DRAWN BY: PAUL DOW SCALE (FEET) MOUNTAIN HOME, NORTH CAROLIN
PROJECT MANAGER: STU RYMAN
CLIENT: CLEMENT PAPPAS 500 0 500 1000
DATE: 8/10/06 FILE PATH: PACLEMENT PAPPAS\NON DISCHARGE PERMIT\FIGURES\ SYSTEM LAYOUT.DWG

— — -- � Field 4 ,
#
1 1\
LEGEND
MW-02
® MONITORING WELL
— — — 100 YEAR FLOODPLAIN
— — STREAM
PROPERTY BOUNDARY
------ NEW 6 IN. PVC FORCE
MAIN
-- EXISTING IRRIGATION PIPE
........... FIELD BOUNDARY
LAYOUT VIEW
� PROPERTY BOUNDARY
'J
EXPLODED LAYOUT VIEW
,j
eld #3.-
Figld #2...
INSTALL CONTROL VALVE
(PUMP 2; ZONE 6)
(FIGURE 6; DETAIL #2)
®MW-06
2061.9
i
INSTALL CONTROL VALVE \
(PUMP 2; ZONE 5)
\(FIGURE 6; DETAIL #2)
PROPERTY
BOUNDARY
1 100 YEAR
FLOODPLAIN
SCALES
I' = 2000'
Permit
SOURCE:
1. AGRI-WASTE TECHNOLOGY, INC. MAY 4, 2001 IRRIGATION PLAN.
2. EARTH SYSTEMS ASSOCIATES, LTD. FIGURE 3 LAND TREATMENT SYSTEMS UNDATED.
3. HENDERSON COUNTY GIS WEBSITE ACCESSED JANUARY30, 2006.
MW-02R
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
REV. I DATE I DESCRIPTION I BY

100' STREAM \
BUFFER
TREAM
: , Field #1
HIGHESTPROPERTY
ND OF , ^, y IRRIGATION NOZZLE BOUNDARY
VERAL
t
7+50.465 om' ELEV,: 2105.7 FT
+50.4/.�
IN".
\
FIELD / _-
BOUNDARY"- \
INSTALL WASTEWATER HOLDING TANK
ACCORDING TO TANK SPECIFICATIONS
120.321 FT DIAMETER
24.18 FT HEIGHT
(SEE` FIGURES 8&9)
Old Feld
END -OF
�\ LATERAL 2
/!f/8+08.587
P+� 100 YEAR INSTALL CONTROL VALVE,
FLOODPLAIN (PUMP 2; ZONE 2) ti
_ (FIGURE 6; DETAIL #2) Qoo
REROUTE IRRIGATION
8 \ 00 — :' //i" LINES AROUND NEW TANK
/
ter( INSTALL CONTROL VALVE
O RgC (PUMP 2; ZONE 1)
Mw-az oo 19
(FIGURE 6; DETAIL #2) �"•., Q /. �4�/i� -_�" _,.. \
INSTALL tx0
0
�4? �(4/
6 in. PVC FORCE MAIN POND INSTALL CONTROL VALVE
(FIGURE 6\ DETAIL #1) \ ` `\ �%tRq<'rcq q``�\?J ;. "°``1 (PUMP 2; ZONE 3)re
#2)
J \ "'
INSTALL TRANSFER PUMP
\ INSTALL ACCORDING TO PUMP SPECIFICATIONS
AIR RELEASE VALVE ELEV.: 2070 FT
(FIGURE 6; DETAIL #3) ;r ' �'. uw-ot (PUMP 3)
(FIGURE 7; DETAIL #2)
INSTALL CONTROL VALVE INSTALL ADDITIONAL PUMP
(PUMP 2; ZONES 5&6) INSTALL ROSEMOUNT ACCORDING TO PUMP SPECIFICATIONS
(FIGURE 6; DETAIL #2) MAGNETIC FLOWMETER w ELEV.: 2090'
8705 TSA 06051WONO (PUMP 2)
(FIGURE 7; DETAIL #1)
FIGURE 7; DETAIL 2
IRRIGATION SYSTEM FIGURE
I MODIFICATION LAYOUT
N 1 N- - R.I NH' Y 0 R"0 G E 0 L 0 G-Y
50 COLLEGE STREET, ASHEVILLE, NC 28801
3351
T www.altamontenviroamental.com
to iroamental.c m
www. altamontenvironmental.com
CLEMENT PAPPAS 3
DRAWN BY: PAUL DOW SCALE (FEET) MOUNTAIN HOME, NORTH CAROLIN
PROJECT MANAGER: STU RYMAN
CLIENT: CLEMENT PAPPAS 100 0 100 200
APV DATE: 08/10/06 FILE PATH: P:\CLEMENT PAPPAS\NON DISCHARGE PERMIT\FIGURES\ SYSTEM LAYOUT.DWG

— — Field #4
J
� cREE�
ZONE LABELS
ZONE 1
ZONE 2
ZONE 3
ZONE 4
ZONE 6
ZONE 5 A/B
ZONE 7 A/B
ZONE 9
LAYOUT VIEW
PROPERTY BOUNDARY
••1
EXPL❑DED LAYOUT VIEW
.j
SCALE:
I in. = 2000 Ft
1
I
Permit
SOURCE:
1. AGRI-WASTE TECHNOLOGY, INC. MAY 4, 2001 IRRIGATION PLAN.
2. EARTH SYSTEMS ASSOCIATES, LTD. FIGURE 3 LAND TREATMENT SYSTEMS UNDATED.
3. HENDERSON COUNTY GIS WEBSITEACCESSED JANUARY30, 2006.
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
REV. DATE
DESCRIPTION

"eld
IRRIGATION ZONES FIGURE
E AND WETTED AREAS
N I N R I N H Y R Y ,
50 COLLEGE STREET, ASHEvu LE, NC 28801
3351
T www.altamontenviro=cntal.com
to iro=cntal.c m
www.altamontenvironmental.com
CLEMENT PAPPAS 4
LDRABY: PAUL DOW SCALE(FEET) MOUNTAIN HOME, NORTH CAROLINT MANAGER: STU RYMAN
CLEMENT PAPPAS goo o aoo 200
08/10/06 FILE PATH: PACLEMENT PAPPAS\NON DISCHARGE PERMIT\FIGURES\ SYSTEM LAYOUT.DWG

ZONES 5&6 CONTROL VALVE AIR RELIEF VALVE
PIPE LAYOUT ❑VERVIEW
PUMP
LATERAL 1
LATERAL 2
2110 -.......... ---............... :.................................................. ......
2100: -_---..................................
2180............... ......... ...:................... :............................ ....-------------......
206:..............
U+00 2+00 _.... 4+00.........:................. +00.......
SCALE: 6 INCH PVC IRRIGATI
Horizontal: 1 in. = 200 ft
Vertical: 1 in. = 50 ft
ZONE 1 'T' CONNECTION
2100__-------------------------- ..........
2080:............................. .....
2060..................................................
0+00 2+00
SCALE: 6 INCH PVC IRR
Horizontal: 1 in. = 100 ft
Vertical: 1 in. = 50 ft
1 0 IR /94 /nF4 Permit ADDlication I PDI
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
REV. I DATE I DESCRIPTION

XISTING GROUND ELEVATION
ZONE 6 CONTROL VALVE
ZONE 5 'T' CONNECTION
ZONE 6 CONNECTION
.................................................. ............... ............ .. .......... ..... ........................................................
2110
......... ................................................... ................................... .......... .... ......................................... ........ ....... 2100
............... ................ ................ ............... ....... ...... . ............... ... ........ ....... 2180
......... ................................................. . ............. — ............................ ... ............... . ......................................... 2060
.8+00 10+00 12+00 14+00 16+00
17+50.465
ORCE MAIN ELEVATION
rERA L I
EXISTING GROUND ELEVATION
ZONE 3 CONNECTION
]NE 2 'T' CONNECTION AND
]NE 3 CONTROL VALVE
......... ----------------------------------- ...... ............................ 2100
.............................................. ........ ..................
2080
6+00 8+08.587
...................................... .......... .............................. . 2060
4+006
'ION FORCE MAIN ELEVATI
LATERAL 2
I E N G I N E E R I N G & H Y D R 0 G E 0 L 0 G Y
50 COLLEGE STREET, AsmviLLE, NC 28801
TEL.[phone] FAC.828.281.3351
www.altamontenviroinnental.com
dDRAWN
BY: PAUL DOW
PROJECT MANAGER: STU RYMAN
CLIENT: CLEMENT PAPPAS SCALED AS SHOWN
DATE: 8/25/06
PROPOSED NEW FIGURE
PIPE PROFILES
..... ...CLEMENT. PAPPAS. 5
MOUNTAIN HOME, NORTH CAROLINAl
FILE PATH: P:\CLEMENT PAPPAS\NON DISCHARGE PERMIT\FIGURES\ SYSTEM LAYOUT.DWG

W
top of gravel road
E
� .final backfill
n
E
pressure
.9
E
relief valve
E warning tape -
0
1170/1
toning wire
typical 3" 160
d
'11�
select backfill
psi pvc riser------
threaded couplings for riser
T
shape to fit pipe
supported air or pressure
bedding
relief valves, as required.
NOTES:
* Place fill over pipe as shown to provide -minimum cover in
places where natural ground is low.
Final backfill shall be free from material larger than 3 inches.
Select bockfill shall consist of soil or granular material that is free 1/2 in. diameter bar,
from rocks greater than 1/2 inch in diameter. ' bend to fit (2 req'd) d) a a
r
use chain
Bedding shall be used on foundations containing material larger :M -
than 1/2 inch. Bedding may be either granular material
conforming to ASTIVI C-33 gradation 7 or 8, or- select backfill
material.
See Technical Specifications.
CONTROL V
DE'
PIPE TRENCH
DETAIL #1
Permit
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
DATE I DESCRIPTION

air vacuum relief valves
�natural ground
30" over the pipe
valve box. used damaged 4",
6° or 8" 0 pvc pipe extend
to 10" above ground surfce
gate valve with
hub, flange, or m.
j. ends
flow
•° 1 :+°� adapter as required
(typical each side)
',—concrete anchor, located
below the valve
LVE ASSEMBLY
IL #2
0
Riser -shall be class 160 psi plastic pipe
with threaded adapters or be schedule
46, galvanized steel pipe.
AIR RELIEF VALVE.
DETAIL #3
CONSTRUCTION DETAILS FIGURE
N Q I N E E R I N G & KY D R 0 G E 0 # I
50 STREET, 1.3350 FAC.82,LE, NC 28801 FOR NEW PIPING S Y S T E M 1'EL..828.281.3350 FAC.828.281.3351
www.altamontenvironmental.com
CLEMENT.PAPPAS : -
rAPVA
BY: PAUL DOW MOUNTAIN HOME, NORTH CAROLINA
T MANAGER: STU RYMAN NOT TO SCALE
CLEMENT PAPPAS
8/25I06 FILE PATH: PACLEMENT PAPPAS\NON DISCHARGE PERMIT\FIGURES\ SYSTEM LAYOUT.DWG

precast concrete
vault (Tindall
Products K04848
3099 # or
equivalent) ,
position so meter
can be removed
FLOW
4.0 FT
access door (Halliday
Products Series
HIC2424)
cut hole so meter flanged pipe connection
well does not bear
on pipe Rosemount Magnetic Flowmeter
8705 TSA 06051 WONO
INS NE FLOW METER
DETAIL #`1
suctl
1 0 IS /74 /Od Permit Application 1 PDI C
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
DATE - I DESCRIPTION I BY IC

I
TANK DRAWING ACQUIRED FROM
COLUMBIAN
bo
00
o m
(U
r
m
m
10'-0 5,
WASTEWATER
E L EVAT I C
WASTEWATER
STRETCH -
(VIEWED FROM
Tec lank
COLUMBIAN TECTANK DRAWING USED WITH. PERMISSION GRANTED VIA TELEPHONE
ON AUGUST 24, 2006 FROM HEYWARD INCORPORATED FOR COLUMBIAN TECTANK

' DIA.
TORAGE TANK
D ETAI L
TO RAG E TANK
UT DETAIL
ISIDE OF TANK)
180°
2 21/32'
2 1/2'
4 21/32'
2 ll/32'
180°
- LEFT HAND VERTICAL SEEN
FOUNDATION AND STRUCTURAL DESIGN
TO BE COMPLETED BY QUALIFIED PROFESSIONAL.
INSTALL TANK ACCORDING TO MANUFACTURER'S
RECOMMENDATIONS.
FINAL DESIGN -,NOT RELEASED FOR'CONSTRUCTION
CONSTRUCTION DETAILS FIGUR
N Q IN E E RIN G & H Y Q R 0 Q E 0 L 0 Y /' 1)
50 COLLEGE STREET, FAC.82ASBEVILLE, NC 28801 FOR NEW PIPING S Y S T E M
TEL.[phone] FAC.828.281.3351
www.altamontenviroment,d.com
CLEMENT PAPPAS .. 8
DRAWN BY: PAUL SCALE (FEET) MOUNTAIN HOME, NORTH CAROLINA
PROJECT MANAGER:: STU RYMAN
CLIENT: CLEMENT PAPPAS 10 0 10 20
DATE: 8/25/06 FILE PATH: PACLEMENT PAPPAS\NON DISCHARGE PERMIT\FIGURES\ SYSTEM LAYOUT.DWG

INSTALL THIS CANT H
S1e
HEET ON
TOP, LAST
(TYPICAL)
B20 BI B19 B20
B22 B2I 821 2
B17 112 Be B2 B2 B17
BI6 B16
B15 B4 82 Be ,- Be B2 Be B4 BIB . B15
83 Be Be B2 Be Be Be 83 BU
B13 B7 B2 B2 B2 1
2 Be Be B2 B7
813
B12 14 82 Be Be Be Be Be Be Be B& B12
Bit B4 Be Be Be B2: Be 02 82 Be Be BI Bit
B10 B2 Be 82 12 Be Be Be Be 12 B2 BIB
Be Be Be Be Be Be Be Be Be Be Be
B9 B9
Be Be Be 82 12 12 Be 112 Be 12 Be Be
B7 Be1. B2 Be B2 Be Be B2 Be Be Be B7
B3 Be Be Be 1
2 Be 82 Be Be Be Be B3
4
58 IN. 2�, 87 BI BI BI BI BI at BI BI BI BI BI B7 90,
B3 Be Be Be Be B2 Be Be B2 Be Be B3
B7 Be Be Be Be Be Be Be B2 C Be Be Be B7
Be 82 Be Be Be 132 Be Be Be Be;D12 BeB9 B2 B2 B2 B2 B2 B2 B2 B2 Be B9MB3
B282 B2 B2 BBIBB2B2 B2" B2 B2'82 B2 Bit B2 B2 B2 B2 B2 BB2 Be. Be B2 B2 B2 .. ..... ........ .
B2 B2 B2 B2 B2 B4 B2 B2 B2 B2 B2 N
B17 Be Be Be Be B17 816
821 B20 B19 18 B19 B20 B21 Be
WASTEWA
TANK DRAWING ACQUIRED FROM
NOTES LUMBUN START a CENTER
e wwc ourB
-O
TecTank
COLUMBIAN TECTANK DRAWING USED WITH PERMISSION GRANTED VIA TELEPHONE
ON AUGUST 24, 2006 FROM HEYWARD INCORPORATED FOR COLUMBIAN TECTANK

MATERIAL LIST FOR TANK
ITEM
PART NUMBER
DCSCRIPTION
DUANTITT
B1
235TI006501
BOTTOM CANT SHEET- 10 GA X 58' X 12e LG
it
B2
235TIOD6502
BOTTOM CANT SHEET- 10 GA X 60' X 122' LG
182
B3
235TIC916
BOTTOM CANT SHEET- ID GA. X 60' X IOr LG
12
B4
235TI11325
BOTTOM CANT SHEET- ID GA. X 6V X 54' LG
12
B5
236T012011
BOTTOM CANT SHEET- 10 GA. X 58' X 64 15/IW LG
2
B6
23671012.02
BOTTOM CANT SHEET- 10 GA X 60' X 24 7/1V X 19 11/16' LG
4
B7
236TI012003
BOT70M CANT SHEET- 10 GA. X 60• X 59 29/3r X 49 15/16' LG
4
Be
23671012004
BOTTOM CANT SHECT- 10 GA. X 60' X 95 5/16' X 110 25/3r LG
4
B9
236710120D5
BOTTOM CANT SHEET- ID GA. X 60' X 15 31/32' X 36 17/32• LG
4
BID
236TIW2OD6
BOTTOM CANT SHEET- 10 GAL 60' X 50 5/32' X 77• LG
4
BI1
236TIO 2007
BOTTOM CANT SHEET- 10 GA X 60' X 26 3/16' X 59 15/16' LG
4
B12
236TOI20D8
BOTTOM CANT SHEET- 10 GA X 60' X 46 23/32 'X 88 ll/3r LG
4
B13
23671012OD9
BOTTOM CANT SHEET- 10 GA. X 60' X.I3 9/16' X 65 5/32' LG
4
B14
236TI012010
BOTTOM CANT SHEET- 10 GA. X 60' X 12 5/8' X 76 11/32' LG
4
B15
236T1012011
BOTTOM CANT SHEET - 10 GA. X 60• X 37 17/3r X 119 5/8' LG
4
B16
236TID12012
BOTTOM CANT SHEET- 10 GA. X 62• X 37 9/16' % 83 7/3r LG
4
B17
236TI012013
BOTTOM CANT SHEET- IO GA. X 43 3/3r X 74 1/4• LG
4
BIB
236TID12014
BOTTOM CANT SHEET- 10 GA. % 58' X 58 15/16' LG
2
B19
236T1012015
BOTTOM CANT SHEET- 10 GA. X 60' X 53 11/16• X 58 7/16' LG
4
B20
236TIO12016
BOTTOM CANT SHEET- 10 GA. X 6V X 43 31/3r X 53 29/32' LG
4
B21
236TIOI2017
BOTTOM CANT SHEET- 10 GA. % 60' X 29 3/8' X 44 25/3r LG
4
622
236T1012018
BOTTOM CANT SHEET- 10 GA X 30 1/2' X 81 1/8' LG
4
B25 375GI4119
BOLT RETAINER CHATUlEL X 119' (GALV) USE ! 122' LG SHEETS
202
B26 375G14051
BOLT RE7AINER CHANNEL X 51' (GALV) USE ! 54' LG SHEETS
12
B27 375G14099
BOLT RETAINER CNA)D1EL X 99' (GALV) USE ! for LG SHEETS
12
B28 375G14059
BELT RETAINER CHANNEL % 59' (GALV )
B
B29 375G14011
BOLT RETAINER CHANIEL X II' (GALV)
B
B30 375G14D2-D56617A
BOLT RETAINER CHAtUIEL X 2 1/2' (GALV)
4
' B31 375G14D45
BOLT RETAINER CHANNEL X 45' (GALV)
B
B32 375G14D91
BOLT RETAINER CHANNEL X 91' (GALV)
4
B33 375GIA021
BOLT RETAINER CHANNEL X 21' (GALV)
4
B34 375G14043
BOLT RETAINER CHANNEL X 43' (GALV)
4
B35 375G14009
BOLT RETAINER CHANNEL X 9' (GALV)
8
B36 3751314035
BOLT RETAINER CHANNEL X 35• (GALV)
B
B37 375GI4037
BOLT RETANER CHANNEL % 37' (GALV)
4
B38 375GI4053
BOLT RETAINER CHANNEL X 53' tGALV) USE ! 58' VIDE SHEETS
16
B39 3756I4049
BOLT RETA]NER C)WIUEL % 49' (GALV)
4
B40 375G14039
BOLT RETAINER CHANNEL % 39' tGALV)
4
B4I 375GI4025
B13LT RETAINER CHANNEL % 25; tGALV)
4
B42 375GI4055
BOLT RETAINER CHANNEL X 55' tGALV) USE ! 60' VIDE SHEETS
228
B43
BU
B45
B46
' B47 751W000D2
STRIP GASKET- I HOLE CLINEAR TOOT)
"4158
B48
B49
B50 753W00003
CHIME LAP GASKET
535
B51 75SADOODO
CAULK- SIKA 201 TUBE
16
B52
' B53 795ED4000
NUT- 1/L' COUPLING
30
B54 795EO5080
ROD- 1/2'� THREADED X B' LG
30
B55
B56 795ZO4DOO
1/2*0 NEOPRENE BACKED STEEL WASHER
2262(
B57 776G00812
BOLT- 1/2':X 11/4• LG GALV
2208`.
B58 775G00614
BOLT- I/ry X I I/r LG GA
535
—NOTE- H59 7B2GODBDO
NUT / • X
6
START B CENTER
6 WORK OUT
2' (TYP) 2' (TYP)
L,T
I' NOri,j I/r. SO ND API BOLT
—i/rf sD HD API BOLT
M/ HUT 6 NEOPRENE WASHER
/ NUT L NEOPRENE WASHER 1 HOLE STRIP GASKET
BILT RETAINER CHANNEL 1 FOLE STRIP GASKET
BOLT RETAINER CHANNEL LIGHT BLIMP CHIME LAP
GASKET L CAULKING
SECTION D
SECTION C
NOT T❑ SCALE
NOT T❑ SCALE
FOUNDATION AND STRUCTURAL DESIGN
TO BE COMPLETED BY QUALIFIED PROFESSIONAL.
INSTALL TANK ACCORDING TO MANUFACTURER'S
RECOMMENDATIONS.
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
-ER STORAGE TANK
)TTOM PLAN
INGIN E E R I N G & H Y D R Y
50 COLLEGE STREET, ASHEVILLE, NC 28801
TEL.[phone] FAC.828.281.3351
www.altamontenviromnental.com
DRAWN BY: PAUL DOW SCALE (FEET)
PROJECT MANAGER: STU RYMAN
CLIENT: CLEMENT PAPPAS 10 0 10
DATE: 8/25/06
20
CONSTRUCTION DETAILS FIGUF
#4
FOR NEW PIPING SYSTEM
CLEMENT PAPPAS g
MOUNTAIN HOME, NORTH CAROLINA
FILE PATH: P:\CLEMENT PAPPAS\NON DISCHARGE PERMIT\FIGURES\ SYSTEM.LAYOUT.DWG

50 COLLEGE STREET, AsBEviLLE, NC 28801
TEL. [phone] FAc. 828.281.3351
www.aliamontenvironmental.com
TECHNICAL. SPECIFICATIONS
CLEMENT PAPPAS NC, INC.
125 INDUSTRIAL PARK ROAD
MOUNTAIN HOME, NORTH CAROLINA 28758
Prepared for
CLEMENTOPAPPAS
August 25, 2006
Prepared by
Altamont Environmental, Inc.
50 College Street
Asheville, North Carolina 28801
(828).281-3350

Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
TABLE OF CONTENTS .
Section
Page
1.0 GENERAL REQUIREMENTS.............................................................................................I ,
2.0 EXCAVATION AND BACKFILL OF TRENCHES FOR CONDUITS AND
PIPELINES....................................................................................................................................4
3.0 PIPING AND VALVES..........................................................................................................6
4.0 WASTEWATER STORAGE RESERVOIR......................................................................17
5.0 GENERAL PUMP REQUIRMENTS................................................:................................23
PAClement Pappas\Non Discharge Permit\Specifications\SPECS.doc 1

Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
1.0 GENERAL REQUIREMENTS
1.1 GENERAL:
This construction plan set forth the requirements for this installation as shown on the
drawings and described in the construction specifications and material specification. The
project shall be constructed at the location and to the lines and grades as shown on the
drawings in accordance with the construction and material specifications.
1.2 RESPONSIBILITIES
a. Owner/Operator:
The owner/operator is the official spokesperson for this project. The
owner/operator is the person who reviewed the construction plan, made all
contractual agreements, ensures construction is in accordance with the
requirements as set forth in the plans, obtains all permits and is financially
responsible. The owner/operator is the sole person who can authorize any
changes during construction that incur financial obligations.
b. Engineer or Engineer's Representative:
The Engineer or Engineer's Representative has the authority to review the
practice during construction and make necessary tests to ensure that all work is in
compliance with the construction plan. The Engineer. or Engineer's
Representative reviews all construction changes and insures that the
owner/operator approves prior to installation.
C. Contractor:
The contractor has a contractual agreement with the owner/operator for the
project installation as set forth in the construction plan. The contractor shall not
make changes to the construction plan without Engineer or Engineer's
Representative review and owner/operator approval. The contractor shall comply
with all applicable permits and conduct the work in a safe manner.
PAClement PappasWon Discharge Permit\Specifications\SPECS:doc

Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
1.3 CONSTRUCTION PLAN:
a. Specifications:
The construction specifications and material specifications describe minimum
acceptable quality of work and materials for the project. The material
specifications may also reference a commercial standard such as the American
Society of Testing Materials, ASTM, which identifies materials. Commercial
standards set forth the minimum acceptable quality of identified materials within
the industry. If a conflict arises between the drawings and specifications, the
specification governs the work and/or material.
b. Drawings:
The drawings are a visual representation to supplement construction and material
specifications. The drawings include location, profiles, sections, details and notes
necessary to describe the work. The drawings for this project consist of 9
sheets. NO CHANGES ARE TO BE MADE IN THE DRAWINGS OR
SPECIFICATIONS WITHOUT PRIOR APPROVAL OF ENGINEER OR
ENGINEER'S REPRESENTATIVE.
1.4 PERMITS:
All permits, rights of ways, and/or easements that are applicable for the construction
and/or operation are the responsibility of the owner/operator and shall be available for
review by the Engineer or Engineer's Representative prior to the start of construction.
1.5 SAFETY:
The contractor is responsible for compliance with all state and local laws, ordinances,
codes, and/or regulations applicable for the installation. The inspector will document any
safety violations witnessed.
1.6 OWNER/OPERATOR ACKNOWLEDGEMENT:
The owner/operator acknowledges that:
a. They have received a copy of the construction drawings and specification, and that
they have an understanding of the contents, and the requirements.
b. They understand that Engineer or Engineer's Representative makes no representation
as to the existence or non-existence of utilities. It is the responsibility of landowners,
operators and contractors to locate existing underground utilities. Landowners, operators
and contractors will be liable for any damage resulting from disruption of service caused
by construction activities. The phone number for the utility location service in North
Carolina is 1-800-632-4949.
PAClement Pappas\Non Discharge Permit\Specifications\SPECS.doc 2

Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
c. They understand that maintenance of the installed work is necessary for proper
performance during the project life.
END OF SECTION
PAClement Pappas\Non Discharge Permit\Specifications\SPECS.doc 3

Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
2.0 EXCAVATION AND BACKFILL OF TRENCHES
FOR CONDUITS AND PIPELINES
2.1 SCOPE
This specification applies when trench excavation is necessary for installation of a
conduit and/or pipeline for spillways, irrigation systems, drainage systems, animal waste
systems and other installations where liquid is conveyed and discharged in an
underground conduit or pipeline.
2.2 EXCAVATION
The bottom width, side slopes, and gradeline of the trench excavation shall be to the
dimensions and lines shown on the drawings.
Excavated trenches shall be within state and local laws and regulations for trenching.
Trenches shall be supported as necessary to safeguard the work and workers. Trench
supports shall prevent sliding or settling of the adjacent ground and avoid damage to
improvements. The width of the excavation shall be increased, if necessary, to provide
space for sheeting, bracing, shoring, and other supporting installations.
2.3 BACKFILL
The initial backfill shall be select material, placed and compacted around and above the
conduit to the specified depth and density, taking care not to displace or damage the
conduit or its protective coating.
The final backfill shall be the material from the trench excavation and shall be compacted
to the density of the surrounding material.
Backfill material shall contain no frozen soil, sod, brush, roots, or other perishable
material.
Rock fragments greater than 3 inches shall not be placed within 2 feet of the pipe.
The minimum depth of cover on all pipelines shall be as shown on the drawings.
PAClement Pappas\Non Discharge Permit\Specifications\SPECS.doc 4

Technical Specifications
August 25, 2006
Clement Pappas -.Mountain Home, North Carolina Altamont Environmental, Inc.
2.4 FINAL GRADING
All disturbed areas shall be graded without surface depressions to blend with the
surrounding area.
END OF SECTION
PAClement PappasNon Discharge PermiMpecificationASPECS.doc

Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
3.0 PIPING AND VALVES
3.1 SCOPE:
This section covers ductile iron and polyvinyl chloride (PVC) force main piping and
valves. Ductile iron and PVC force main piping shall be furnished complete with all
fittings, jointing materials, blocking, encasement, and other necessary appurtenances.
Ductile iron pipe is approved for all force main diameters. PVC pipe is approved for
force mains up to 12 inches in diameter with depths of cover not less than 4 feet or more
than 20 feet unless otherwise approved by the Engineer or Engineer's Representative.
3.2 PRODUCT REQUIREMENTS:
a: Ductile Iron Pipe:
Ductile iron pipe shall conform to the requirements of AWWA Standard C-151.
Fittings shall be in accordance with AWWA C-110 or AWWA C-153.
Ductile iron pipe shall be furnished with push -on or mechanical joints in
accordance with AWWA C-1 11 or flanged joints in accordance with AWWA C-1
15.
Where required, restrained joints shall be provided to restrain all water thrusts.
Restrained joints shall be as manufactured by American (Flex -Ring, Lok-Fast, or
Lok-Ring); U.S. Pipe (TR Flex); or Griffin (Snap-Lok); or Megalug restraints by
EBAA Iron, Inc., or approved equal.
Ductile iron pipe shall be minimum Class 51. The pipe class and related wall
thickness shall be selected based on the installation conditions and depths per
ANSI/AWWA C151/A21.51 and the working pressure. The pipe thickness shall
be increased as necessary to accommodate the installation conditions. Pipe shall
be supplied in lengths not in excess of 21 feet.
All ductile iron pipe force main piping and fittings shall be lined with ceramic
epoxy (all diameters) or bonded polyethylene (12-inch and larger diameters).
Ceramic epoxy lining shall be Protecto 401 or approved equal. Polyethylene pipe
shall be PolybondP/ws as manufactured by American Cast Iron Pipe Company.
The exterior of buried pipe and fittings shall receive a bituminous coating as
recommended by the pipe manufacturer and in accordance with ANSI A21.51 for
pipe and ANSI A21.10 and A21.53 for fittings (minimum 1 mil thick).
PAClement Pappas\Non Discharge Permit\Specifications\SPECS.doc

Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
b. PVC Pipe:
PVC pipe 4 inches through 12 inches in diameter and fittings shall conform to
AWWA C-9.00, "Polyvinyl Chloride (PVC) Pressure Pipe, 4-inch through 12-inch,
for Water". The pressure class shall meet the requirements of 200 psi and shall
comply with an SDR of 18 or less.
PVC pipe and fittings less than 4 inches in diameter shall be minimum Schedule 80 in
accordance with ASTM D-2665, NSF 14 and D-1785. Fittings shall be socket type in
accordance with ASTM D-2466. Joining shall be through solvent cement in
accordance with ASTM D-2564.
Pipe joining (except for solvent welded joints) shall be push on elastomeric joints
only. Joints shall be manufactured in accordance with ASTM D-3212. The pipe shall
be furnished with integral bells with gaskets that are permanently installed at the
factory. The pipe shall be furnished in nominal lengths of 13 feet. PVC sewer pipe
shall be green or white.
For each project, all fittings and accessories shall be furnished by one pipe supplier
and shall have bell and/or spigot configurations compatible with the pipe. All fittings
shall have the same or greater SDR and stiffness as the main pipe.
C. Control Valves:
Control valves shall be non -lubricated, tapered type and shall have stainless steel
permanently lubricated upper and lower control stem bearings. Valve body shall be
cast iron or semi -steel and valve seats shall be nickel: The bearing and seal area shall
be protected with grit seals. The drip -tight shutoff control shall be mounted in
stainless steel bearings and shall have a resilient facing bonded to the sealing surface.
Valves shall pass 1/8 inch spherical solids. The area of port opening shall be no less
than 81 percent of full pipe area. Valves shall be as manufactured by Dezurik,
Keystone, or approved equal.
Valve shall be operated with a single lever actuator providing lift, turn, and reseat
action. The lever shall have a locking device to hold the control in the desired
position.
Control valves shall be suitable for minimum non -shock water working pressures of
200 psi in sizes 12 inches and smaller and 150 psi in sizes 14 to 36 inches unless
otherwise required or specified. The valves shall provide drip -tight shutoff up to the
Rill pressure rating of the valves in either direction.
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Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
End connections shall be flanged or mechanical joints where specifically indicated, in
general, valves installed underground shall have mechanical joints and exposed valves
shall be flanged. Flanged connections shall conform to the requirements of
ANSI/AWWA Specification Cl 10. Mechanical joint connections shall conform to the
requirements of ANSI Specification A21.11.
Operating means shall be by wrench or by worm -gear operator. Valves 6 inches in
size and smaller shall be lever operated and valves 8 inches in size and larger shall be
wormgear operated. Wormgear operators shall be enclosed and of semi -steel
construction. Exposed nuts, bolts, and washers on wormgear operators shall be zinc
plated. Valves and operators for underground service shall be sealed to prevent
moisture entrance to the valve and operator parts. Valves installed underground shall
be provided with extension stems and cast iron valve boxes. A sufficient number of
standard levers and tee wrenches shall be fimnished so that valves in each location are
provided with at least one lever or tee wrench, as applicable and required by Engineer
or Engineer's Representative.
Control valves shall be tested in accordance with Section 5.2 of ANSUAWWA C504
entitled "Rubber -Seated Butterfly Valves". The leakage test shall be applied to the
seating face of the control (tending to unseat the control) at the rated pressure of the
valve.
d. Swing Check Valves:
Check valves shall be full flow type swing check valves fiunished with cast iron
bodies, bronze mounted, single disc, with outside spring and lever assist. The valve
shall be equipped with flange ends conforming to ANSI B 16.1 and rated at 125
pounds. Bronze body ring shall be threaded into the valve port. Valve clapper shall
be cast iron, bronze face, and shall swing completely clear of waterway when valve is
full open. Hinge pin shall be of 18-8 stainless steel construction and shall utilize
bronze bushings and O-ring seals. Valves shall be equipped with removable cover
plate to permit entry or for complete removal of internal components without
removing the valve from the line. Valve rating shall be 175 psi water working
pressure, 350 psi hydrostatic test pressure. Check valves shall be sized for the
discharge piping. Check valves shall be manufactured by Mueller, G-A Industries,
American -Darling or approved equal.
The valve body, cover, levers, disc and disc arm shall be cast iron in accordance with
ASTM 126, Class B. Shaft seals shall be designed for the use of standard 0-ring
seals or for a conventional stuffing box.
Shop painting of swing check valves shall be in accordance with AWWA C-504,
PAClement Pappas\Non Discharge Permit\Specifications\SPECS.doc

Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
Written certification from the manufacturer shall be provided stating that all valves
and materials furnished have been tested and found to conform to the requirements of
AWWA/ANSI Standards for valves and ASTM requirements for materials, as
applicable.
e. Air Release and Air/Vacuum Release Valves:
Air release valves and air/vacuum release valves shall be installed where required
and/or as determined by the Engineer or Engineer's Representative. In general, release
valves shall be installed at system high points and at significant changes in grade. In
some situations, release valves will be required in valve vaults at pump stations. The
release valves shall be sized to thoroughly exhaust all trapped air and prevent a
destructive vacuum from forming.
Air and air/vacuum release valves shall be as manufactured by Apco Valve
Corporation, Val-Matic, G-A Industries, Multiplex (Crispin model) or
Engineer or Engineer's Representative approved equal.
The valve shall be float operated and both the air/vacuum and air release functions
shall be housed in a single body. The valve body and cover shall be of cast iron
conforming to ASTM Specifications A126, Class B. All leverage mechanisms, parts
and the spherical float shall be stainless steel, Grade 304. The large and small orifice
seats shall be Buna-N and shall be renewable. A stainless steel or brass shutoff valve
shall be provided in the piping leading to each air and air/vacuum release valve.
Air and air/vacuum valves shall be supplied with flushing attachments to allow
periodic flushing of sediment, grease, and solids. Flushing attachments shall consist
of an inlet isolating valve, bronze blow -off and flushing valves, and a minimum of
five feet of rubber hose with quick disconnects to allow connection to a source of
clean flushing water.
Air release and air/vacuum release valves shall be approved by the Engineer or
Engineer's Representative.
f. Valve Boxes:
Each underground valve installed outside of buildings, or structures shall be
provided with a valve box to house and protect the valve. Valve boxes shall be made
of cast iron, of the adjustable sliding type, with a minimum shaft diameter of 5%
inches. The base shall be round or oval. The box shall be- provided with an extension
section so that when installed the cover will be slightly above ground surface. All
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Technical Specifications ' August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
parts of valve boxes, bases, and covers shall be shop coated by dipping in asphalt
varnish.
Valve boxes shall be as manufactured by Mueller Company, John Bouchard & Sons,
or approved equal.
3.3 QUALIFICATIONS AND QUALITY ASSURANCE:
All ductile iron and PVC pipe and fittings, valves, and valve boxes shall be furnished by
manufacturers who are fully experienced, reputable, and qualified in the manufacture of the
material to be furnished. The pipe and fittings, valves, and valve boxes shall be designed,
constructed, and installed in accordance with the best practices and methods and shall comply
with these Specifications.
The Contractor shall furnish in duplicate to the Engineer or Engineer's Representative, prior to
each shipment of pipe or valves, unless otherwise approved by the Engineer or Engineer's
Representative, manufacturers certification and certified test reports that the pipe or valves
were manufactured and tested in accordance with the ASTM and ANSUAWWA Standards
specified herein.
The manufacturer is responsible for the performance of all inspection requirements as
specified in ANSUAWWA Standards. In addition, all pipe and fittings or valves to be
installed may be inspected at the plant for compliance with these Specifications by an
independent testing laboratory selected by and paid for by the Owner.
Inspection of the pipe, fittings and valves will also be made by the Engineer or Engineer's
Representative or representative of the Owner after delivery. The pipe and valves shall be
subject to rejection at any time on account of failure to meet any of the Specification
requirements, even though sample pipe or valves may have been accepted as satisfactory at
the place of manufacture. Pipe and valves rejected after delivery shall be marked for
identification and shall be removed from the job.
All pipe and fittings shall be permanently marked with the following information:
1. Manufacturer, date.
2. Size, type, class, or wall thickness.
3. Standard produced to (ANSI/AWWA, ASTM, etc).
All valves shall be permanently marked with the following information:
1. Manufacturer, date.
2. Size, pressure rating (if applicable).
3. Standard produced to (ANSUAWWA, ASTM, etc).
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Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
3.4 DELIVERY, STORAGE AND HANDLING:
All pipe, fittings, valves and accessories shall be unloaded, stored and handled in accordance
with AWWA C-600. Care shall be taken in loading, transporting and unloading to prevent
injury to the pipes, valves, or coatings. Under no circumstances shall the pipe or valves be
dropped or skidded against each other. Slings, hooks, or pipe tongs shall be padded and used
in such a manner as to prevent damage to the exterior .surface, or internal lining of the pipe.
Materials, if stored, shall be kept safe from damage. The interior of all pipe, fittings, valves,
and other appurtenances shall be kept free from dirt or foreign matter at all times.
Pipe shall not be stacked higher than the limits recommended by its manufacturer. The
bottom tier shall be kept off the ground on timbers, rails, or concrete. Pipe in tiers shall be
alternated. At least two rows of 4 inch by 4 inch timbers shall be placed between tiers and
chocks affixed to each end in order to prevent movement.
3.5 INSTALLING DUCTILE IRON AND PVC PIPE AND FITTINGS:
All pipe and fittings shall be examined before installing, and no pipe shall be installed which
is found to be defective. All damage to the interior and exterior pipe coatings shall be
repaired according to the manufacturer's recommendations and in a manner acceptable to the
Engineer or Engineer's Representative.
All ductile iron pipe shall be installed in accordance with requirements of AWWA Standard
C-600 except as otherwise specified herein. All PVC pipe shall be installed in accordance
with the manufacturer's specifications and as specified herein. All pipe and fittings shall be
sound and clean before installation.
Pipe shall be laid to the required lines and grades shown on the Drawings. Pipe elevations
and locations shall be checked immediately upon setting the pipe in the trench, and the
location and elevation of each pipe shall be adjusted to meet the alignment and grade
specified.
Pipes may be laid directly on undisturbed earth and backfilled with the excavated soil if
suitable. Otherwise, the Contractor shall import suitable common fill for backfill. The
Contractor shall carefully compact the backfill around and over the pipe to avoid damaging
the pipe. In some cases, the Engineer or Engineer's Representative/Owner may require that
the piping is bedded and encapsulated in sand or fines or No. 57 stone.
No single piece of pipe shall be laid unless it is straight. If a piece of pipe is not straight, it
shall be rejected and removed from the site. Laying instructions of the manufacturer shall be
explicitly followed.
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Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
Under no circumstances shall the pipe be dropped into the trench.
Green tracer/locater tape shall be installed 12 to 16 inches below the final grade over all
PVC force main piping. The tracer tape shall be tested as part of final acceptance testing.
Contractor shall make all necessary repairs.
a. Jointing Ductile -Iron Pipe:
Push -on joints shall be made in strict accordance with the manufacturer's instructions.
Pipe shall be laid with bell ends looking upstream. A rubber gasket shall be inserted
in the groove of the bell end of the pipe, and the joint surfaces cleaned and lubricated.
The plain end of the pipe is to be aligned with the bell of the pipe to which it is to be
joined, and pushed home with a jack or by other means. After joining the pipe, a
metal feeler shall be used to make certain that the rubber gasket is correctly located.
Mechanical joints shall be in accordance with the "Notes on Method of Installation"
under ANSI Specification A21.11 and the instructions of the manufacturer. To
assemble the joints in the field, thoroughly clean the joint surfaces and rubber gasket
with soapy water before tightening the bolts. Bolts shall be tight to the specified
torques. Under no condition shall extension wrenches be used to obtain greater
leverage.
Pipe ends for restrained joint pipe shall be prepared in accordance with the pipe
manufacturer's recommendations.
b. JointingPVC VC Pipe:
Push -on joints shall be made in strict accordance with the manufacturer's instructions.
Pipe shall be laid with bell ends looking upstream. The interior of the pipe and the
jointing seal shall be free from sand, dirt, and trash before installing in the line.
Extreme care must be taken to keep the bells of the pipe free from dirt and rocks so
joints may be properly assembled without over -stressing the bells. Each length of the
pipe shall be shoved home against the pipe previously laid and held securely until
enough backfill has been placed to hold the pipe in place. Joints shall not be "pulled"
or "cramped".
Before any joint is made, the pipe shall be checked to assure that a close joint with the
next adjoining pipe has been maintained and that the inverts are matched and conform
to the required grade. The pipe shall not be driven down to grade by striking it.
PAClement Pappas\Non Discharge Permit\Specifications\SPECS.doc
12

Technical Specifications
August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
C. Cutting Ductile -Iron Pipe:
Cutting shall be done by machine, leaving a smooth cut at right angles to the axis of
the pipe. Cut ends of pipe to be used with a push -on bell shall be beveled to conform
to the manufactured spigot end. Damaged interior and exterior coatings shall be fully
repaired according to the manufacturer's recommendations and in a manner
acceptable to the Engineer or Engineer's Representative. At a minimum, the disturbed
areas shall be given one coat of 5 mils (dry) thickness of epoxy coating Tnemec Series
20 Pota-Pox (Polyamide) or equal.
d. Cutting PVC Pipe:
An appropriate cutter for PVC pipe shall be used to cut and machine all PVC pipe in
the field. A "full insertion mark" shall be provided on each field cut pipe end. Field -
cut pipe shall be beveled with a beveling tool made especially for plastic pipe. Bevels
shall be in accordance with the manufacturer's requirements.
When installation is not in progress, or the potential exists for dirt or debris to enter the
pipe, the open ends of the pipe shall be closed with a plug or other approved means.
3.6 REACTION ANCHORAGE AND BLOCKING:
All tees, wyes, or bends deflecting 11-1/4 degrees or more and valves and plugs which are
installed in piping subjected to internal hydrostatic heads shall be provided with suitable
reaction blocking, anchors, joint harness, or other acceptable means for preventing movement
of the pipe caused by internal pressure. In general, thrust restraint shall be accomplished
using restrained joint piping (for ductile iron pipe) or concrete thrust blocks.
Restrained joints shall be as manufactured by American (Flex -Ring, Lok-Fast, or Lok-Ring);
U.S. Pipe JR Flex); or Griffin (Snap-Lok); or Megalug restraints by EBAA Iron, Inc., or
approved equal. Restrained joints are the preferable method for restraining ductile iron pipe.
Restrained joint piping systems shall be as designed by the Engineer or Engineer's
Representative and required by the pipe manufacturer for proper pipe restraint under the
designed installation and operating conditions.
Concrete thrust blocks shall be sized by the Engineer or Engineer's Representative following
sound engineering principles and practices to restrain the full thrust of the water force under
the specific operating conditions and soil conditions. The Engineer or Engineer's
Representative shall design all thrust blocks. The concrete shall extend from the fitting to
solid undisturbed earth and shall be installed so that all joints are accessible for repair. No
over -pour of concrete for blocking shall be allowed. Adequate support from the ground must
be provided or special metal harness anchorages consisting of joint clamps or tie rod and
PAClement Pappas\Non Discharge Permit\Specifications\SPECS.doe 13

Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
clamp systems will be required to provide the necessary thrust resistance. Concrete blocking
shall have a minimum compressive strength of 4000 psi at 28 days.
All steel clamps, rods, bolts, and other metal accessories used in reaction anchorages subject
to submergence, or in contact with earth or other fill material, and not encased in concrete
shall be protected from corrosion by two coats of coal tar epoxy applied to clean, dry metal
surfaces. The first coat shall be dry and hard before the second coat is applied.
3.7 ACCEPTANCE TESTS:
After the pipe has been laid, backfilled, valves installed, and the necessary thrust blocks
constructed, the pipe and valves shall be subjected to hydrostatic pressure and leakage
testing. Testing of force mains and valves shall conform to the requirements of AWWA
Standard C-600, Section 4 for ductile iron pipe and AWWA C-605, Section 7.3 for PVC
pipe, unless otherwise specified. Any piping, pumping equipment, water meters,
pressure gauges, or any other special equipment required to perform the test shall be
furnished and operated by the Contractor. Water meters and pressure gauges shall be
accurately calibrated.
The Contractor shall furnish, install and remove all temporary bulkheads, flanges, or plugs
necessary to permit the required pressure test. Contractor to install corporation stops at all
high points on the line for blowing the lines free from air. Contractor to check that all air
release valves and other venting devices are properly installed and in the open position. Care
shall be taken to ensure that the rate at which each pipe is filled with water does not exceed
the venting capacity of the installed air vent valves and devices.
Test pressures shall be applied by a force pump sized to provide and maintain the required
pressure without interruption during the test. Contractor to install corporation stops at test
pump locations. Contractor to provide a means for accurately measuring the water
introduced into the line during the test. Pumps, meters and gauges shall be used throughout
the test.
The maximum length of pipe to be tested shall be determined by the Engineer or Engineer's
Representative in the field. All valves shall be tested with pressure against one side to verify
they are working properly.
The section of pipe to be tested shall be filled with water for a period of 24 hours before the
pressure and leakage tests are conducted. A minimum test pressure of 125 psi shall be applied
and held for at least two hours. The 125 psi pressure shall be as measured at the lowest point
of the line or section being tested and corrected for the elevation of the test gauge. The test
pressure shall be increased as necessary and required by the Engineer or Engineer's
Representative to exceed operating pressures.
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Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
The allowable leakage shall be based on the following formulas:
For Ductile Iron Pipe:
L = SDI P
133,200
where:
L = allowable leakage in gallons per hour
S = length of pipe tested in feet
D = nominal diameter of pipe in inches
P = average test pressure during the leakage test in pounds per square inch (gauge)
= square root
For PVC Pipe:
L= NEOP
7,000
where:
L = allowable leakage in gallons per hour
N = number of joints in the length of pipeline tested
D = nominal diameter of pipe in inches
P = average test pressure during the leakage test in pounds per square inch (gauge)
4= square root
Whenever the pipe to be tested contains pipe of different diameters, the allowable leakage
shall be calculated separately for each diameter and corresponding length of line. The
resulting allowable leakage rates shall be added to obtain the total allowable leakage for the
entire pipe.
All joints shall be watertight and free from visible leaks during the leakage test. Each leak
which is discovered shall be repaired by the Contractor regardless of any amount that the total
line leakage rate may be below the specified allowable leakage rate.
If the leakage test indicates a line leakage rate exceeding the allowable, the Contractor shall
locate and repair leaking joints and other defective items of work to the extent necessary to
reduce the line leakage. The test shall be repeated until an acceptable_ amount of line leakage
is obtained.
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Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
All repairs shall be performed in a manner approved by the Engineer or Engineer's
Representative and/or Owner. Contractor to submit proposed repairs to the Engineer or
Engineer's Representative and/or Owner prior to performing any repair work.
3.8 CLEANING AND FLUSHING OF PIPE:
All pipe installed, including all associated valves and fittings, shall be flushed or cleaned to
the satisfaction of the Engineer or Engineer's Representative. All 12 inch and smaller pipe
shall be flushed with water at the maximum velocity which can be developed, but not less
than 2.5 feet per second, unless otherwise approved by the Engineer or Engineer's
Representative. Flushing shall be accomplished through the installed valves or fittings, or
through corporation stops furnished and installed for the purpose. Booster pumps shall be
used if required to obtain the necessary volume or velocity of water.
END OF SECTION
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Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc:
4.0 WASTEWATER STORAGE RESERVOIR
Note: The words Tank and Reservoir are used interchangeably.
4.1 SECTION INCLUDES
a. Design Criteria for liquid storage reservoir.
b. Structural steel components for the liquid storage reservoir.
C. Accessories for liquid storage reservoir.
d. Coating materials and procedures for liquid storage reservoir.
e. Erection materials and procedures for liquid storage reservoir.
4.2 RELATED SECTIONS
a. Section 6.0 Cast in Place Concrete (Note: to be added following permit
approval and foundation design)
4.3 REFERENCES
a. AWWA D 103 Standards of the American Water Works Association
b. API 12B — American Petroleum Institute
c. ANSI
d. ASTM
e. SSPC
f. NSF Additives Standard No. 61
4.4 SUBMITTALS
Shop drawings of tank, anchorage (if required), accessories, appurtenances and coatings
shall be submitted.
4.5 QUALIFICATION/EXPERIENCE
The tank manufacturer shall be a specialist in the design, fabrication with a minimum of
five years documented experience and erection of factory coated bolted steel tanks. The
manufacturer shall be quality certified, having an active registration approved by the
Engineer or Engineer's Representative.
4.6 DELIVERY, STORAGE AND HANDLING
All plates, supports, members, and miscellaneous parts shall be packaged for shipment in"
such a manner to prevent abrasion or scratching of the finish coating.
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Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
4.7 WARRANTY
The tank manufacturer shall warrant the tank against any defects in workmanship and
materials for a period of one (1) year from date of shipment. In the event a defect should
appear, it shall be reported in writing to the manufacturer during the warranty period.
4.8 STORAGE TANK
a. Acceptable Manufacturers
1. Columbian TecTank, Kansas City, Kansas
b. Bolted Tank Design Criteria
l . Type of Liquid — Non Discharge Wastewater
2. Specific Gravity —1.0
3. Seismic Zone —
4. Wind —
5. Deck Live Load —
(Note: Seismic Zone, Wind, and Deck Live Load to be added by a structural
engineer following permit approval)
C. Bolted Tank Structure
1.
The materials, design, fabrication, and erection of the bolted steel tank
shall conform to the Principles of Standard Specification 12B of the
American Petroleum Institute, or to the manufacturer's specifications
which are derived from engineering principles, industry experiences, and
the aforementioned standards and specifications.
2.
Standard shell height and diameter meeting requirements for the selected
capacity.
3.
Storage Capacity: Gallons (Nominal)
4.
Tank Diameter: ' "
5.
Tank Height: "
6.
Steel
Steel shall be constructed of Hot Rolled Steel Sheets and Plates. Hot
Rolled Steel Sheets and. Plates shall meet or exceed .the requirements of
ASTM Al011 Grade 40 with a minimum yield strength of 40,000 psi.
Minimum thickness shall be . Structural Shapes shall
conform to ASTM A36 or ASTM A992. Other grades of carbon steel that
meet or exceed these standards may be utilized.
(Note: Bolted Tank Structure Capacity, Diameter, Height and Material
Thickness to be added by a structural engineer following permit approval)
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Technical "Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
7. Bolts/Nuts/Washers
Galvanized bolts, nuts, washers used in tank joints shall be minimum 1/2
inch diameter and shall meet or exceed the requirements of API 12B or
AWWA D103.
.Encapsulated bolt heads shall be used for additional corrosion protection.
Anchor Bolts shall meet or exceed the requirements of ASTM A36 or
ASTM A325.
Other Bolts shall meet or exceed the requirements of ASTM A307 or
ASTM A325.
Washers shall be neoprene backed steel washers and shall be provided at
all bolts in contact with the stored liquid.
8. Gaskets
All bolted connections shall incorporate an EPDM prefabricated gasket
with a minimum width of 1-3/4 inch.
A single piece double punched gasket shall be used at vertical seams
which require two vertical rows of punching.
Field caulking (NSF Standard 61 Approved) will be allowed when joining
a discontinuous gasket section and at certain joint connections.
d. Coating
1. All metal plates, supports, members, and miscellaneous parts, except bolts,
certain accessories, and appurtenances, shall be factory coated in
accordance with the provisions of these specifications.
2. Field coating, except for touch-up will not be permitted.
3. Surface Preparation
Tank parts are to be thoroughly washed (Alkaline at 130 deg F) and rinsed
to remove grease, oil and foreign matter.
Parts are then to be immediately oven dried.
Parts are to be grit -blasted to- SSPC-SP 10 (Near -White Blast Cleaning) to
1-2 mils profile, minimum.
PAClement Pappas\Non Discharge Permit\Specifications\SPECS.doc i9

Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
All parts must be coated by Automated Powder Applicators on both sides
within two (2) hours after blasting, and no further processing other then
coating application shall be done.
4. Interior Coating
Thermally cured modified epoxy powder, Trico-Bond EP by Columbian
TecTank Company (includes underside of the steel floor)
First coat is to be a powder application of NSF approved modified epoxy
Trico-Bond EP, 5.0 mils average dry film thickness.
Coating system to have 5.0 mils average dry film thickness.
5. Exterior Coating
Thermally cured modified epoxy powder, Trico-Bond EP and acrylic
polyurethane by Columbian TecTank Company
First coat is to be a powder application of modified epoxy Trico-Bond EP,
3.0 mils average dry film thickness.
Second coat of acrylic polyurethane, 1.5 mil average dry film thickness.
Coating system to have 4.5 mils average dry film thickness.
6. Curing
Baking ovens to be used after each coat.
Initial curing shall take place after powder is, applied. A combination of IR
boosters and convection ovens will be used to heat parts to approximately
300 deg. F to gel the powder (partial cross -linking).
Final curing shall take place after top coat is applied. A combination of IR
boosters and convection ovens will be used to heat parts to approximately
350 deg. F for 5-6 minutes to finish curing powder and topcoat.
7. Inspection
MEK rub test to verify proper curing of coating.
PAClement Pappas\Non Discharge Permit\Specifications\SPECS.doc 20

Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
Wet sponge test (sponge attached to an electrode with a battery attached
and producing a spark, buzzer or bell) to check for holidays (pinhole in
coating). Holidays are repaired. 100% of interior sheet coating system is
checked for holidays.
Preparation for Transport
Material to be marked or tagged with part number for ease of field
assembly.
Tank materials to be placed in racks or on pallets to facilitate
transportation to jobsite.
Touch-up paint with instructions for application by erection personnel.
e. Appurtenances
1. The contractor shall furnish and install the. appurtenances as shown in the
contract drawings and as specified below. Unless otherwise noted,
standard appurtenances shall be as follows:
2. Hatch
The tank roof hatch shall have a curbed, upward opening 24" square. The
curb shall extend at least 4" above the roof surface. The hatch cover shall
be hinged and have provisions for locking. The hatch cover lip shall
extend 2" below the top of the 4" curb.
3. Inlet and Outlet Connections
Inlet, outlet, and overflow connections shall conform to the sizes and
locations specified on the contract drawings.
4. Vent
A mushroom screened vent shall be furnished above maximum water level
of sufficient size to accommodate normal inlet and outlet flow. The
overflow pipe shall not be considered -to be a tank vent. The vent with
stainless steel screen is so designed and constructed as to prevent the
entrance of birds, animals, or insects.
PAClement Pappas\Non Discharge Permit\Specifications\SPECS.doc 21

Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
5. Flush Cleanout Door/Shell Manway (Optional)
The flush cleanout door shall measure 24" x 46" and be located as
shown on the contract drawings. The shell manway shall have a 24"
opening complete with hinged cover, and shall be located as shown
on the contract drawings. (Optional)
6. Outside Ladder
An outside galvanized ladder, meeting OSHA specifications, shall be
furnished at,the location shown on the contract drawings.
7. Guardrail and Toeboards
Galvanized guardrail with toeboard shall be furnished as shown on
the contract drawings.
4.9 INSTALLATION
a. Erection
1. Field erection of factory coated bolted steel tanks shall be in strict
accordance with the tank manufacturers recommendations.
2. Particular care shall be exercised in handling and bolting of the tank
plates, supports, and members to avoid abrasion or scratching of the
coating.
3. Touch-up coating shall be done in accordance with the tank
manufacturer's recommendations where and as directed.
b. Testing
1. Following completion of erection and cleaning of the tank, the tank shall
be tested for liquid tightness by filling the tank to its' overflow elevation.
2. Any leaks disclosed by this test shall be corrected by the erection
contractor in accordance with the tank manufacturer's recommendations.
3. The Owner shall provide clean water free of charge at the time of erection
completion, for hydrostatically testing the tank.
4. Filling and emptying the tank shall be the responsibility of the Contractor.
END OF SECTION
PAClement Pappas\Non Discharge Permit\Specifications\SPECS.doc 22

Technical Specifications
August 25, 2006
Clement Pappas - Mountain Home, North Carolina
Altamont Environmental, Inc.
5.0 GENERAL PUMP REQUIREMENTS
5.1 SCOPE:
This section includes general pump requirements that apply to any pump proposed for
installation.
5.2 SUBMITTALS:
Submittals shall be submitted for all equipment and materials proposed for installation in
accordance with State and local regulations.
5.3 GENERAL DESIGN:
The pump site shall be in general accordance with the approved plans. The Engineer or
Engineer's Representative shall approve the location and type of pump. Engineer or
Engineer's Representative shall also approve the location and configuration of the valuing,
power supply, control panel, influent and force main piping, water supply and all other
facilities being installed with the pump.
The area around the pump shall be enclosed to the limits approved by the Engineer or
Engineer's Representative. The enclosure shall be a Leonard brand aluminum sided steel
framed building, or equivalent. The building must be approved by Engineer or Engineer's
Representative.
All power lines to the pump shall be underground unless otherwise approved by the Owner.
A three-quarter (3/4) inch potable water supply with a standard frost -free hydrant must be
installed inside the building. The water supply shall be equipped with a backflow preventer
and a vacuum breaker on the spigot. The backflow preventer unit must be tested by a
certified technician approved by the municipal water supply company to verify that it
functions as designed.
Allconduits on the pump station site must be installed with vacuum breaker in a duct bank.
5.4 VALVING:
Each pump discharge line shall have a spring -assist check valve, a control valve, and a M.J.
sleeve or Victaulic fitting that is placed in a manner that facilitates removal of fittings.
The check valve shall prevent backflow through the force main.
PAClement Pappas\Non Discharge PermiMpecificationASPECS.doc 23

Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
A 3/8" threaded fitting shall be provided for a pressure gauge. The locations for mounting
the pressure gauges shall be approved by the Engineer or Engineer's Representative.
All bolts, nuts and washers shall be hot -dipped galvanized rust resistant steel or stainless
steel.
5.5 FLOW METER
The flow meter shall be located as shown on the figures and drawings.
The flow meter shall be a Rosemount Magnetic flow meter 8705 TSA 06051 WONO. '
The flow meter shall be installed in a precast concrete vault. The vault shall be a Tindall
Products KO4848 3099#, or equivalent.
Access door to the vault shall be aluminum equipped with stainless steel hasp and hinge
and large enough to provide clear access to all fittings. Use a Halliday Products Series
H! C2424 or approved equal.
5.6 PUMPS
The pumps shall be a 40 horsepower Goulds Pump model HT3196 Size 3X4-8G Group
MTX.
5.7 ELECTRICAL:
All pumps and motors shall operate under 3-phase power only unless otherwise approved
by Engineer or Engineer's Representative.
Phase protection shall be provided for all pumps. The phase protection will only allow the
pumps to operate when 3-phase power is provided to the motor.
Where required by Engineer or Engineer's Representative or the pump manufacturer, pumps
shall be equipped with "soft starting" to allow the pumps to ramp up to full speed over a
period of time as recommended by the pump manufacturer.
Where required by Engineer or Engineer's Representative, variable frequency drives shall be
provided to control the pumps under varying flow conditions.
PAClement Pappas\Non Discharge Permit\Specifications\SPECS.doc
24

Technical Specifications August 25, 2006
Clement Pappas - Mountain Home, North Carolina Altamont Environmental, Inc.
5.8 . INSPECTION. START-UP AND WITNESS TESTING:
All pumps shall be thoroughly inspected and tested prior to acceptance by Engineer or
Engineer's Representative. Engineer or Engineer's Representative will inspect the
work as it progresses. Engineer or Engineer's Representative to be notified of
construction schedules.
The Contractor or pump manufacturer and Engineer or Engineer's Representative shall be on
site to witness all pump testing. The Contractor or pump manufacturer shall perform a
thorough inspection of the installed facilities prior to testing, shall assist in start-up, and shall
train personnel on operating and trouble -shooting procedures.
The start-up and witness tests shall include at least the following:
Motor Tests:
a. Check motor nameplate horsepower and ampere reading
b. Check for motor overload and motor "kick -out"
C. Check motor for correct direction of rotation
d. Perform other motor tests as required
e. Report all problems
Pump Tests and Start -Up:
a. Perform pump draw -down tests to verify pump capacities. Install pressure gauges on
force mains to measure discharge pressure during the draw down tests. Verify that the
pumps are operating as designed, required and certified by the pump manufacturer.
Contractor to correct capacity deficiencies as recommended by the pump
manufacturer and approved by Engineer or Engineer's Representative.
b. Verify that the pumps will operate when the Hand -Off -Auto (HOA) switch is in the
hand position.
c.. Verify that the emergency shut-off works.
Submit all test results to Engineer or Engineer's Representative.
Provide three copies of the equipment manuals to Engineer or Engineer's Representative.
Include all final installed components, wiring and control diagrams, etc. Include copies of
start-up test results.
END OF SECTION
PAClement Pappas\Non Discharge Permit\Specifications\SPECS.doc
25

E N G 1 N E E R ING & H Y DR O G E O L O G Y.
50 COLLEGE STREET, ASHEvILLE, NC 28801
TEL.[phone] FAc.828.281.3351
www.altamontenvironmental.com
November 10, 2006
Mr. Matthew D. Fleahman, P.G.
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Aquifer Protection Section
Land Application Unit
2728 Capitol Boulevard
Raleigh, North Carolina 27604
Subject: Non -Discharge Permit Application Addendum-- - -- -
Non -Discharge Spray Irrigation System
Clement Pappas
Mountain Home, North Carolina
Permit Number WQ0004797
Dear Mr. Fleahman:
NOV 14 2006
Asheville Regional Office
Aquifer Protection f
Altamont Environmental, Inc. (Altamont), on behalf of Clement Pappas NC, Inc. (Clement Pappas), is
presenting this response to an Additional Information Request (AIR) by the North Carolina Department
of Environment and Natural Resources (DENR) Land Application Unit (LAU) dated September 5, 2006.
The information included with this response is in regards to the application for the construction of an
additional storage tank and irrigation pump associated with the subject non -discharge spray irrigation
system. This letter includes background information, a request for the addition of a special condition to
the Non -Discharge Pennit, and responses to the AIR.
BACKGROUND
Clement Pappas submitted a Non -Discharge Permit Application to the DENR LAU on August 25, 2006.
Following a review of the permit application package, the DENR LAU issued an additional information
request to Clement Pappas dated September 5,-2006. On September 18, 2006, Altamont and Clement
Pappas met with Ms. Bev Price of the DENR Asheville Regional Office to review the August 25, 2006
permit application package. Additionally, on September 19, 2006, Altamont had a telephone
conversation with the DENR LAU permit application review engineer, Mr. Matthew Fleahman.
Based upon the September 5, 2006 DENR LAU letter, the meeting with Ms. Price, and.Altamont's
telephone conversation with Mr. Fleahman, an addendum to the Non -Discharge Permit Application
submittal package was required. In accordance with Altamont's conversation with Mr. Fleahman, it was
decided that the submittal package would 'contain the requested information as well as irrigation pump
pilot testing information. The DENR LAU suggested that the irrigation pilot testing information be
included in a request for a permit condition proposing a phased approach to the installation of the
additional irrigation and transfer pumps, tank and force main.
PAClement Pappas\Non Discharge Permit\Addtional Info cover letter.doc

J
Mr. Matthew D. Fleahman, Y.U.
November 10, 2006
Page 2 of 6
The September 5, 2006 letter requested that a response be provided on or before October 5, 2006. Some
of the items requested by the DENR LAU (e.g., those relating to the finished wastewater storage tank and
its foundation), required the assistance of professional engineers with structural and geotechnical
expertise. Given the time required to collect adequate geotechnical information, Altamont requested an
extension to,the deadline for the additional information request in a letter dated October 3, 2006. Mr.
Fleahman of the DENR LAU extended the deadline to November 10, 2006 in an email dated October 5,
2006.
To address the DENR LAU questions, Clement Pappas contracted with a geotechnical engineering firm
and the proposed tank manufacturer's engineers to provide structural and geotechnical design, plans, and
specifications describing materials to be used, methods of construction and means for assuring the quality
and integrity of the finished storage tank and storage tank foundation. On October 24, 006 a
geotechnical engineer from Ground Engineering Solutions, Inc. (Ground Engineering) of Taylors, South
Carolina mobilized to the site to install soil test borings and evaluate the proposed location for its
suitability to support the wastewater storage tank. Three possible locations for the wastewater tank were
evaluated. The first evaluation was conducted at the same location shown in the Non -Discharge Permit
Application dated August 25, 2006. Soil conditions at this location were not favorable. Therefore,
second and third locations at higher elevations were evaluated. The characteristics of the soil at the third
location met the suitability requirements of the tank manufacturer's engineers. Therefore, to satisfy the
tank manufacturer's engineer's requirements the proposed location of the wastewater tank was moved
approximately 650 feet to the west as shown in the report. The Ground Engineering report is included as
Attachment A.
Following receipt of the Ground Engineering report, Clement Pappas forwarded the results to the
proposed tank manufacturer's engineers along with.a copy of the applicable portions of the DENR LAU
letter (i.e. those specifying the additional information request requirements). The engineers from the
proposed tank manufacturer (Columbian TecTank) provided information in response to the DENR LAU
request. The information is included as Attachment B.
SPECIAL CONDITION REQUEST
Altamont, on behalf of Clement Pappas, requests a permit condition proposing a phased approach to the
installation of the additional irrigation and transfer pumps, tank and force main. This request is made
based upon the understanding that the need for additional wastewater storage is subject to irrigating the
existing fields at a rate that meets the projected wastewater demand.
A soil scientist's report for the existing fields was included in the March 2001 Agri -Waste Technology,
Inc. Non -Discharge Permit Application. The soil scientist's report stated that the existing application
fields could accommodate a wastewater irrigation rate of 52 inches per year. To meet Clement -Pappas'
projected wastewater demand the existing fields need to accommodate an irrigation rate 43 inches per
year. Clement Pappas requests permission to install the additional irrigation pump and force main, prior
to installation of the wastewater tank, flowmeter, and transfer pump and piping, to verify that the existing
fields can accommodate the projected demand.
PAClement Pappas\Non Discharge Permit\Addtional Info cover letter.doc

Mr. Matthew D. Fleahman, P.ii.
November 10, 2006
Page 3 of 6 .
To this end, Altamont, on behalf of Clement Pappas, requests a permit condition as follows:
"The permitee is authorized to construct one additional irrigation pump, force main; and
flowmeter and one transfer pump, storage tank, and associated piping. The additional
irrigation pump and force main must be installed within the period specified in the
permit to construct. The flowmeter, tank, and transfer pump and piping may be installed
upon successful completion of a pilot test of the additional irrigation pump and submittal
of the results to the DENR LAU."
Clement Pappas proposes to measure the irrigation rate from the additional irrigation pump during the
pilot test by counting the number of operating sprinklers, measuring the duration of application, and
using capacity tables provided -bye by—themanufacturer. For example,, the sprinklers installed -in
field 94 are Rain Bird Model 70CVM with 1/4 inch nozzle. At the design pressure each sprinkler will
discharge 14.2 gallons per minute. Given the application duration and the number of sprinklers, Clement
Pappas can calculate the volume discharged in gallons. The corresponding irrigation rate will be based
upon the volume discharged distributed across the application area.
The tank manufacturer has supplied foundation design drawings and tank calculations that have been
sealed by a licensed engineer. The tank manufacturer has also supplied general arrangement drawings
for the tank. These drawings have not been sealed. It is the tank manufacturer's policy not to issue a
complete set of sealed drawings until an order.has been placed for the tank. Therefore, Altamont, on
behalf of Clement Pappas, requests that sealed drawings for the tank be submitted to DENR LAU after
pilot test results indicate that. the wastewater tank is favorable to the modification of the irrigation
system.
RESPONSES TO ADDITIONAL INFORMATION REQUEST
The following provides responses to the AIR. Each AIR is shown in italics followed by a response.
AIR #1: Please submit a map of the site, with topographic contour intervals not exceeding ten feet or
25% of total site relief, whichever is less, and showing all facility related structures and fences within the
treatment, storage and all land application areas, all test auger borings or inspection pits and the
location of all wells, pits and quarries, springs, lakes, ponds, or other surface drainage features within
500 feet of both the waste treatment and disposal sites.
Response #1: See Figure 3 of Attachment C. Figure 3 shows all irrigated fields with ten foot contour
intervals, monitoring well locations, soil test borings, structures, and surface drainage features within 500
feet of both the waste treatment and disposal sites. (Note: Total site relief is 90 feet. 25 percent of total
site relief is about 22 feet.)
AIR #2: Please also include information on the location, construction details, and primary usage
(drinking water, process water, monitoring, etc) of all wells within 500 feet of the disposal site. If no
wells are located in the vicinity, then so state.
PAClement Pappas\Non Discharge PermitUddtional Info cover letter.doc

Mr. Matthew D. Fleahman, P.o.
November 10, 2006 .
Page 4 of 6
Response #2: Altamont conducted a well survey on October 3, 2006 of the surrounding properties and
concluded that there are no drinking or process water wells located within 500 feet of the disposal area.
A summary table and map of surrounding properties inspected for the presence of wells is included as
Attachment D. The monitoring well locations are indicated on Figure 3 of Attachment C. The
construction details for the monitoring wells are included as Attachment E.
AIR #3: As per Regulation 15A NCAC 02H. 0205(d) (A) (iii) plans must be signed, sealed, and dated by a
Professional Engineer. Please resubmit all applicable plans/figures for this project with the appropriate
engineer's stamp and signature.
Response #3: The appropriate Professional Engineer has signed and sealed all applicable plans and
figures (see Attachments A through C). (Note: Prior to sealing the plans associated with the layout oflthe - ---- --- —
new. force main, Altamont met with Clement Pappas' certified operator and determined a more efficient
layout of the force main. The new layout is illustrated on the sealed drawings included in Attachment C.
Revised engineering calculations for additional pumps are included as Attachment F.)
AIR #4: Asper Regulation 15A NCAC 02H.0205(d)(5)(C), please submit complete plans for the new
components of the treatment system in profile and cross section views (i. e. Detail #1, Detail #2, and the
1.75 MG Storage Tank [ST]). Please be advised that complete plans must include all essential
equipment, piping, valves, and controls.
Response #4: Information provided by the tank manufacturer's engineers is included as Attachment B.
Figures illustrating the layout, details, cross -sections, and profiles of the pump and piping are included as
Attachment C. To support the specification of essential equipment, piping, and valves, additional
information in the form of manufacturer's cut sheets are provided in Attachment G.
AIR #5. Please be advised that figures identifying piping and flow into and out of the new 1. 75 MG ST
were not submitted. Please include this information on the complete plans for the 1.75 MG ST.
Response #5. Information provided by the tank manufacturer's engineers is included as Attachment B.
Figures illustrating the layout, details, cross -sections, and profiles of the pump and piping are included as
Attachment C.
AIR #6. Based on a review of the plans and specifications, it appears that a transfer pump and an
additional pump are proposed for the existing treatment lagoon. As per Regulation 15A NCAC 02H
.0205(d) (5) (C) complete plans are required for each of the new components of the treatment system.
Please be advised that profile and cross section views are required for each of the pumps.
Response #6. The design of the additional pumps shall be the same as that for the existing pump. A
profile view of the pump and piping are. included in Attachment C. Additional information on the
proposed pump in the form of a manufacturer's cut sheet is provided in Attachment G.
PAClement Pappas\Non Discharge Permit\Addtional Info cover letter:doc

Mr. Matthew D. Fleahman,l.�. --
November 10, 2006
Page 5 of 6
AIR #7: Please submit a zoomed in map of the existing treatment lagoon showing both proposed pumps,
all associated pipes, and the proposed flowmeter, in profile and cross section views.
Response #7: Figure 4 of Attachment C provides a magnified map of the existing treatment lagoon as
well as all other components of the irrigation system modification. Figure 5 shows the locations and
elevations of each component in profile view. Additional information in the form of manufacturer's cut
sheets is provided in Attachment G.
AIR #8: As per Regulation 15A NCAC 02H. 0205(d) (l) (B), please submit plans and specifications
describing all materials to be used, methods of construction and means for assuring the quality and
integrity of the finished 1.75 MG ST. Figures 8 and 9 do not present any information on the foundation
-and-structural-design of the 1-75-MG--ST-- — --
Response #8: Information provided by the tank manufacturer's engineers is included as Attachment B.
Technical specifications for the wastewater storage tank were provided with the August 25, 2006 permit
application package. In addition, the DENR LAU can include a permit specification requiring a third
party engineering and testing firm (e.g. not Altamont, Ground Engineering, or Columbian TecTank) to
verify the methods of construction and assure the quality and integrity of the finished wastewater storage
tank.
AIR #9: As per Division Policy, buoyancy calculations are required for all storage tanks partially
submerged below ground surface. Structural design of the 1.75 MG ST was not provided so this policy
may not be applicable.
Response #9: Information provided by the tank manufacturer's engineers is included as Attachment B.
The bottom of the tank will not be constructed below ground surface. Therefore, buoyancy calculations
are not applicable. . ;
AIR #10. Please be advised that if the 1. 75 MG ST is constructed with a concrete slab foundation,
Regulation 15A NCAC 02H. 02196) (5) (M (ii) states that a 15 foot buffer must be maintained for surface
Disposal. Figure 4 indicates spray heads irrigating within this 15 foot buffer. How will the loss of
spray area affect the application rate?
Response #10. As mentioned previously, the location for the wastewater tank has been relocated in
response to a geotechnical evaluation. This new location maintains the 15-foot buffer without affecting
the application area.
PAClement Pappas\Non Discharge Permit\Addtional Info cover letter.doc

Mr. Matthew D. Fleahman,
November 10, 2006
Page 6 of 6
Altamont, on behalf of Clement Pappas, appreciates your assistance with this project and hopes this
information is responsive to your needs. We look forward to approval of the additional wastewater
irrigation pump and storage tank and subsequent increase in daily flow rate and decrease in spray
application area. If you have any questions or would like additional information, please contact the
undersigned at [phone].
Sincerely,
cc: Mr. Blake Kehoe, Clement Pappas
Attachments: A - Ground Engineering Report
B — Columbian TecTank Engineering Information
C — Revised Engineering Drawings
D — Summary Table and Map of Surrounding Inspected Properties
E — Monitoring Well Construction Information
F — Revised Engineering Calculations for Additional Pumps
G - Manufacturer's Cut Sheets
PAClement Pappas\Non Discharge PermitUddtional Info cover letter.doc

F t !
Gro�x.rld � i�IT 5.
ERGINEERING SOLUT1011S, IUC. i , 1 3 2006 .
---------------
October 30, 2006
Mr. Blake Kehoe
Clement Pappas NC, Inc.
PO Box 1009
Mountain Home, NC 28758
Subject: Proposed Wastewater Tank
Clement Pappas Facility
Mountain Home, North Carolina
GES Project No. ALT 004.20
Dear Mr. Kehoe:
Ground Engineering Solutions, Inc. has completed a geotechnical investigation at
the subject site according to our proposal and agreement.
Project Description
It is our understanding the Clement Pappas facility in Mountain Home,_ NC
will be installing a new wastewater tank. According to information
provided by Mr. Steve Rea with Heyward Incorporated, the new tank will
be 120.321' in diameter and 24.18' in height. The nominal capacity is
2,056,650 gallons and the usable capacity is 1,929,067 gallons. The tank
will be founded on a reinforced concrete foundation. .
Field Exploration
On October 24, 2006, Mr. David Anglin with Ground Engineering Solutions, Inc.
(GES) met with Mr. Paul Dow of Altamonte Environmental, Inc. and Southern
Drill, Inc to install soil test borings and evaluate the proposed area for its
suitability to support the proposed wastewater storage tank at the Clement
Pappas facility located in Mountain Home, North Carolina. The original proposed
tank location was located near the floodplain and is shown on the attached
Boring Location Plan. Upon a visual evaluation of the area and a discussion with
3534 RUTHERFORD ROAD • TAYLORS, SC 29687 • 864-292-2901 FAX [phone]

Proposed Wastewater Tank
Clement Pappas Facility
Clement Pappas NC, Inc.
October 30, 2006
Page 2 of 4
representatives of Clement Pappas NC, Inc. and Altamonte Environmental, Inc,
an alternate tank location was chosen due to poor site conditions at the original
location. Three (3) soil test borings were installed to depths of 20 to 60 feet
below the ground surface. Soil test boring locations are shown on the attached
Boring Location Plan in the Appendix. In all of the soil test borings, standard split
spoon samples in conjunction with standard penetration testing (SPT) were
obtained at regular intervals throughout the boring depths in general accordance
with-ASTM-D1586._Representati-v-e portions of the soil samples were retained in _
plastic bags for further examination. All samples were visually classified
according to color, texture, and the Unified Classification System. Test Boring
Records are attached, which present the soil descriptions and test results.
Findings
Boring B-1 encountered approximately 3 inches of topsoil underlain by 1.5 feet of
cultivated soil. Residual sandy silt and silty sand was encountered beneath the
cultivated material. These residual soils were classified as Unified ML and SM
soils. The Standard Penetration Test (SPT) N-values for the sandy silt ranged from.
2 to 9 blows per foot (bpf) and the SPT N values for the silty sand ranged from 16
to 31 bpf. Partially weathered rock was encountered at a depth of 50 feet and
extended to a depth of 60 feet. Auger refusal on rock was encountered at a depth
of 60 feet.
Upon reviewing the SPT N-values for boring B-1, and discussing the results -with
Altamont Environmental, Inc. and Clement Pappas NC, Inc., it was decided that
another location should be explored. Therefore, borings B-2 and B-3 were installed
at a location that is higher in elevation, but further out into the field. Boring B-2 was
located near the crest of the ridge and boring B-3 was located a radius length (60')
to the southeast. These two borings encountered approximately 3 inches of topsoil
underlain by 1.5 feet of cultivated soil. Residual sandy silt and silty sand was
encountered beneath the cultivated material. These residual soils were classified
as Unified ML and SM soils. The SPT N values for the sand silt ranged from 12 to
20 bpf while the SPT N values for the silty sand ranged from 10 to 38 bpf. Partially
weathered rock was encountered from 28 to 35 feet in depth for boring B-2 and
from 18 to 20 feet in boring B-3. Auger refusal on hard rock was encountered at a
depth of 35 feet in boring B-2 and at a depth of 20 feet in boring B-3.

Proposed Wastewater Tank
Clement Pappas Facility
Clement Pappas NC, Inc.
October 30, 2006
Page 3 of 4
Groundwater was encountered at a depth of 10 feet in boring. B-1, at a depth of
30 feet in boring B-2, and at a depth of 19 feet in boring B-3. Groundwater
elevation can vary depending on seasonal changes and differing precipitation
amounts.
Analysis
Using the results of the soil test borings, we performed engineering analyses to
__ --------- _ _. _.__ _ __ _. ___determine_.foundatio.n .design parameter_s.._ _Based--cn-these-analyses—we _ _ :._ _---
recommend a net allowable soil bearing pressure of 2000 psf be used for the
design of the tank foundation. A minimum embedment of 2 feet should be used
for frost protection. Using this bearing pressure, we performed settlement
analyses at each of the proposed tank locations. The estimated settlements are
shown in the following table.
Location
Settlement at Center
Settlement at Edge
Second Proposed Tank
7.5 Inches
3.8 Inches
Location
Third Proposed Tank
3 Inches
1.5 Inches
Location
Based on a discussion with Stephen Keeler with Columbian Tech Tank, the
above settlements can be tolerated with the appropriate foundation system. We
recommend that these results be forwarded to the tank manufacturer so that
foundation system design may proceed.
Qualifications
This report has been prepared i,n accordance with generally accepted geotechnical
engineering standards and practices for the specific application to this project. The
conclusions and recommendations contained in this report were based on the
applicable standards of our profession at the time this report was prepared. No
other warranty, expressed or implied, is made.

Proposed Wastewater Tank
Clement Pappas Facility
Clement Pappas NC, Inc.
October 30, 2006
Page 4 of 4
The analysis and recommendations submitted in this report are based, in part, upon
data obtained from the subsurface exploration. The nature and extent of variations
between the borings may not become evident until construction. If variations
appear evident, then it will be necessary to re-evaluate the recommendations of this
report.
This report is intended for the use of Clement Pappas NC, Inc. Reliance on this
report by others will be at the sole risk of the user.
-- - We -appreciate -the -opportunity to provide these servicesto-your-roject.= If you
have any questions, or if we may be of further assistance, please contact us at
[phone].
Sincerely,
Ground Engineering Solutions, Inc.
David Anglin, E.I.T.
Staff Engineer
Attachment(s)
Boring Location Plan
Test Boring Records
- Soil Classification Chart
NN't'A CA
,ap�� 'AFp S .
SL
�
A202 �J��47 °a
a
Rex-T. Brown, P.E. � e
®® ADD
Principal Engineer ®11fi11.11!`!

osed
-Vielcl third P oration
fan
$ �.3 oposed
Se° Vooa
ld -vie, -�-
.1 .
°sed
OriKLo
::- X�st�n9 Lag0011
Polly
6
Boring Location Plan
Clement Pappas Facility
Mountain Home, North Carolina
GES Project No: ALT 004.20
Scale: 1 "=200'

DEPTH
(FT.)
0.0
0.3
1.5
20.0
40.0
DESCRIPTION
ELEVATION • STANDARD PENETRATION TEST
(FT.) BLOWS/Fr
n in go in An s0 8a 100
TOPSOIL - 3"
5
CULTIVATED -Black -brown, sandy SILT (ML)
RESIDUAL -Firm to soft, black -red -brown, micaceous
sandy SILT (ML)
6
4
2
3
Firm, gray -tan, micaceous, sandy SILT (ML)
8
9
8
7
REMARKS:
BORING NUMBER
DATE DRILLED
GES PROJECT NO:
PROJECT
LOCATION
PAGE 1 OF 2
B-01
10/24/2006
ALT 004.20
Clement -Pappas
Mountain Home, NC
SEE KEY SHEET FOR EXPLANATION OF
CV11AMrll C AAIr) ARRRG\/AT1nM'Z I ISFrI ARr F=
Ground n§51c

C
DEPTH DESCRIPTION.
(FT.)
Medium dense, gray, silty SAND (SM)
50.0
Partially weathered rock sampled as gray, silty SAND
(PWR)
60.0
Auger refusal at 60 feet.
Groundwater at 10 feet at time of boring_
f
ELEVATION • STANDARD PENETRATION TEST
(FT.) BLOWS/FT
0 10 20 30 40 60 80 100
16
31
-- — - —57— —
50/1"
tf - 9�Lq .,:�'i h.b✓: e-la ir,.+FA r fr'ip ,ll _y Rrl
�1 P ",
^"!�� dk'i �' 1 »'r� i. �9y .bkia �t x.f.AT :-.J'• o Td�. hrvlf F..l .fi' 1,._, 4"'.'"CfP,a �'�4. dti i 1, 4.r' {Eo ,..n s+�Y,
REMARKS:
BORING NUMBER B-01
DATE DRILLED 10/24/2006 .
GES PROJECT NO: ALT 004.20
PROJECT Clement -Pappas
LOCATION Mountain Home, NC
PAGE 2 OF 2
-gI'
SEE KEY SHEET FOR EXPLANATION OFGroun`d� SoyLl��onal"
nv A- c A► M ADO oM1ATInAIC I IQCII ARn\!F Engineering
_

DEPTH
(FT.)
0.0
0.3
1.5
10.0
28.0
35.0
DESCRIPTION ELEVATION • STANDARD PENETRATION TEST
(FT,) BLOWS/FT
An -)n in An an Rn Inn
TOPSOIL - 3"
CULTIVATED -Black -brown, sandy SILT (ML)
RESIDUAL -Stiff to very stiff, gray -tan, sandy SILT
(ML)
15
20
Dense to medium dense, gray, silty SAND (SM)
16
28
50/5.5"
Partially weathered rock sampled as gray, silty SAND
(PWR)
C
ic
Auger refusal at 35 feet.
Groundwater at 30 feet at time of boring.
REMARKS:
BORING NUMBER
DATE DRILLED
GES PROJECT NO:
PROJECT
LOCATION
PAGE 1 OF 1
B-02
1012412006
ALT 004.20
Clement -Pappas
Mountain Home, NC
SEE KEY SHEET FOR EXPLANATION OF
SYMBOLS AND ABBREVATIONS USED ABOVE
!!
x ;`„ 'rGround Engineering Solutions �,,?

DEPTH
(FT.)
0.0
0.3
1.5
8.0
18.0
20.0
DESCRIPTION
ELEVATION • STANDARD PENETRATION TEST
(FT.) BLOWS/FT
4n in zn An nn An inn
TOPSOIL = 3"
—
-----
—
12
14
—10—
CULTIVATED -Black -brown, sandy SILT (ML)
RESIDUAL -Stiff, black -red -tan, micaceous sandy
SILT (ML)
Stiff, gray -tan, sandy SILT (ML)
7_7---
50/4"
-
Partially weathered rock sampled as gray, silty SAND
(PWR)
Auger refusal at 20 feet.
Groundwater at 19 feet at time of baring.
4
REMARKS:
BORING NUMBER
DATE DRILLED
GES PROJECT NO:
PROJECT
LOCATION
PAGE 1 OF 1
B-03
10/24/2006
ALT 004.20
Clement -Pappas
Mountain Home, NC
SEE KEY SHEET FOR EXPLANATION OF
-gymRni S ANn A13RRFVATIONS USED ABOVE

Gjkjund
INEEP.IIiG SOLUTIONS INC.
SOIL CLASSIFICATION CHART
SYMBOLS
TYPICAL
MAJOR DIVISIONS
GRAPH
I LETTER
DESCRIPTIONS
CLEAN
• S� ' ®�
WELL -GRADED GRAVELS, GRAVEL -
GRAVEL
GRAVELS
*� .
GW
SAND MIXTURES, LITTLE OR NO
AND
• �•
FINES
° Qo ° &
POORLY -GRADED GRAVELS,
GRAVELLY
SOILS
(LITTLE OR NO FINES)
,> pOo D
GP
GRAVEL -SAND MIXTURES, LITTLE
Q O oQ
OR NO FINES
COARSE
°
GRAINED
°
GRAVELS WITH
-,FINES.--
° 3
O°
30
G-M
SILTY GRAVELS, GRAVEL - SAND -
SOILS" - -_._.
_MORE THAN-50%-
�-
-
-D-
=SI T:MIXTURES—
OF"COARSE
FRACTION
RETAINED ON NO.
4 SIEVE
(APPRECIABLE
GC
CLAYEY GRAVELS, GRAVEL - SAND -
AMOUNT OF FINES)
CLAY MIXTURES
SAND
CLEAN SANDS
SW
WELL -GRADED SANDS, GRAVELLY
SANDS, LITTLE OR NO FINES
MORE THAN 50%
OF MATERIAL IS
AND
.
...:�..•":�
SP
POORLY -GRADED SANDS,
GRAVELLY SAND, LITTLE OR NO
LARGER THAN
NO. 200 SIEVE
SANDY
SOILS
OR NO FINES).
SIZE
(LITTLE
FINES
SANDS WITH
SM
SILTY SANDS, SAND -SILT
MORE THAN 50%
FINES
MIXTURES
OF COARSE
FRACTION
PASSING SEOE NO.
(APPRECIABLE
SC
CLAYEY SANDS, SAND - CLAY
AMOUNT OF FINES)
MIXTURES
INORGANIC SILTS AND VERY FINE
ML
SANDS, ROCK FLOUR, SILTY OR
CLAYEY FINE SANDS OR CLAYEY
SILTS WITH SLIGHT PLASTICITY
SILTS
INORGANIC CLAYS OF LOW TO
FINE
LIQUID LIMIT
AND
CL
MEDIUM PLASTICITY, GRAVELLY
GRAINED
LESS THAN 50
CLAYS
CLAYS, SANDY CLAYS, SILTY CLAYS,
SOILS
LEAN CLAYS
- - -
__ _
®L
ORGANIC SILTS AND ORGANIC
SILTY CLAYS OF LOW PLASTICITY
MORE THAN 50%
INORGANIC SILTS, MICACEOUS OR
OF MATERIAL IS
MH
DIATOMACEOUS FINE SAND OR
SMALLER THAN
SILTY SOILS
NO. 200 SIEVE
SIZE
SILTS
LIQUID LIMIT
AND
CH
INORGANIC CLAYS OF HIGH
GREATER THAN 50.
PLASTICITY
CLAYS
OH
ORGANIC CLAYS OF MEDIUM TO
HIGH PLASTICITY, ORGANIC SILTS
HIGHLY ORGANIC SOILS
�..� �. �� �. �� �.
PT
PEAT, HUMUS, SWAMP SOILS WITH
HIGH ORGANIC CONTENTS
PARTIALLY WEATHERED ROCK
0
j
PWR
PARTIALLY WEATHERED ROCK
o
D
D
NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS

121'-6'
OUTSIDE DIA
20'-3 7 8'
TANK I.D.
1/2- CANE FIBER
TANK SIDEWALL JOINT FILLER (ASTM D1751)
TANK BOTTOM
I . .. 3' SAND OR
'• FINE STONE (MIN)
0
GRADE
COMPACTED FILL
w
N
•• �, 14 TOP AND BOTTOM
Z I TIE BARS 0 18'C-C
6 -5 111 FOOTING CIRC
CROSS SECTION
NOTE.
1) FOUNDATION BASED ON AWWA REOUIREMENTS FOR
TYPE 1 FOUNDATION PER AWWA D103-97.
2) RINGWALLS AND SLABS, BEFORE
PIACING THE CANE FIBER JOINT FILLER, SHALL BE
LEVEL WITHIN +-1/8 IN. IN ANY 30 FT
CIRCUMFERENCE UNDER THE SHELL THE LEVELNESS
ON THE CIRCUMFERENCE SHALL NOT VARY BY MORE
THAN +-1/4 IN. FROM AN ESTABLISHED PLANE.
3) ALL CONCRETE SHALL BE 3000 PSI STRENGTH PER
ACI-318. REINFORCING STEEL SHALL BE UNCOATED GRADE 60.
4) FOUNDATION DESIGN BASED ON A SOIL BEARING
PRESSURE OF 2000 PSF. (STATIC)
5 DESIGNED FOR 90 MPH WIND & SEISMIC ZONE 2 FIXED.
6 TANK(S) TO BE FURNISHED ON S.O.! 06-7468
7 FOLLOW RECOMMENDATIONS IN SOILS REPORT BY
GROUND ENGINEERING SOLUTIONS DATED OCT 30 2006.
8) THE ALLOWABLE SOIL BEARING PRESSURE AND SUITABILITY
OF THE SOIL SHALL BE VERIFIED BY AN ENGINEER
PRIOR TO CONSTRUCTION. IF THE SOIL CONDITIONS
ARE UNSUITABLE. OR THE ALLOWABLE SOIL BEARING
PRESSURE IS LESS THAN 2000PSF, THEN THIS DRAWING
AND DESIGN SHALL BE NULL AND VOID.
• -®
issla9%
0. d
SEAL { o
ERECTION DRAWING- FOUNDATION DWG
1?115 s ..
MBIAN
Coteu
Ma irk
120' X 24'
FOR:
CLEMENT PAPPAS NC
NC
B-10-120-67468-24
CONFIDENTIAL / TRADE SECRETS: BY ACCEPTING POSSESSION OF THIS DOCUMENT, RET]PIENT-
AGREES THAT ITS CONTENTS ARE CONFIDENTIAL. PROPRIETARY TRADE SECRETS OF COLUMBIAN
TECTANK. NO PORTION OF THIS DOCUMENT MAY BE REPRODUCED, DISTRIBUTED OR USED IN
ANY MANNER WITHOUT WRITTEN PERMISSION FROM COLUMBIAN TECTNK.

ELEVATION
COLUMBIAN
TecTank
.. eom 9120024—A

INSTALL M
THIS EMIT ---
SKET ON I.. LAST
ttT
tP0 I � � tl9 B20 t21
L
©©®©®®©®©©09
'2,WIF
-—
Ple
E—
START t CCxICR
a vtw( our
BOTTOM PLAN
g,
START [ [ENTER
Z>G7
a�
7
MATERIAL LIST FOR TANK
236T1012G01
23EIMER002
IIIICH CURT SKET- 10 W X W X 61 15/16' LG
ao TN E., SKET- 1t W X 60- % 21 1/16- % 19 IIIHV LG
236T1012003
236T1012004
III M CANT SKET- 10 W X 60• X 59 291M % 49 15/16- LG
90tIN CART SNEET- 10 W X 60' X 95 5/16' % 110 25/32- LG
236T10120G5
116TI012UG6
B51IN CANT SKET- 10 GA X 60- Y 15 31/32• X 36 11/32- LG
60
BOTrUAR ( CT SHEET- 10 W X ' % 50 5IM- X ]]• LG
236T01200]
236T101[005
no"N CAM SKET- It W X W ■ 26 3/16' X 59 I5/16- LG
BGTIRI —T SKET- 10 W X 60- ■ 46 23/3'2 -X BB llne' LG
236T1012V09
236TI012010
It IN CART SKET- 10 W X 60' X 13 9/16- X 65 5/32' LG
BGTTU( CAM SHE[T- 10 W X 60' X 12 5/C• X 76,11 /32• LG
236T1G12G11
236TIOIED12
00TTw CART SKET- 10 GA X 60' X 37 I)/]2• X 19 5/8- LG
BGTTN CAM SKET- 10 GA X 62' X 37 9/16' X B3 7/32' LG
236T1012013
236T1012014
tOTTpI CMR SHECT- IOW ■ 43 3/32' X 74 1/4- LG
tUTTD1 CAM SKEI- 10 W X ]B' X 5E IS/16• LG
236T1012017
236T10120I6
BOTIN CAN) SKET- 10 W X 50• X 53 11/16• X 5B 7/16• LG
°OIIN CAM SKET- 10 W X 60• X 43 31/32• X 93 29/32• L1
e36TICHROI]
¢36TIOIPOIB
D3 IN Curt SKET- 10 W X 60- % [9 J/B' X 44 [5/]2- LG
t5rro( CART SHEET- 10 W Y >D 1/2' X Ell In' LG
37SG14119
BOLT RETAWR CHANNEL X 119' (GALVI USE 9 122- LG SHEETS
31 .1011
3)SG14099
EMT RETAINER CHANNEL X 91- (GALV) USE 4 54' LG SHEETS
BOLT RETAINER CHANx[L X 99- (MY) USE ■ IM' LG SHEETS
3)5G14099
3)SG14011
EMT RETAINER CN EL X 59' I(XV)
CRT RETAINER CH— L X 11- (GALV)
3]5G1402-07661)A
3TlG14045
BOLT RCTAIKR CH EL X e I/2' (W.V)
BRI RC -HER EIVANCL X 45- (GALV)
S)5G11G91
37501""
EMT RCTAIKR CHAHHEL X 91- (GALV)
.T P RCIWKR —CL X RP (GALV)
315G11.13
379G11009
BM T RETAINER CHAHHEL X 43• (GALV)
EMT RETAINER CHANHCL X 9- (GALVI
])]G110]4
3)3GI403]
BRT RCTAIKR EWM(CL ■ 37- (GALV)
BOLT RCTAINER CHANNEL X 37' (MV)
376G14053
375"14049
EMT RCTAIKR WN CHCL X 93' (GMUS .VI E 4 Be VIOL SHEETS
0MT RCTAIKR CHAHHEL X 49- (G—)
375G14039
3)]G1102]
EMT RETAINER— X 39' (CALV)
BRT R[TAINER CHA(4([L X 2]' fGULV)
S75G14015
BRT RCTAIKR CHANNEL X 59• (GALVI USE ! 60• VIDE SKCIS
MIV00002
STRIP GASKET- 1 HRE R.IKM Pmr)
7S3V00003
CNIHE LAP CA EI
]]6A00000
CAOLK- SIXA E01 THE
799C04000
795EOSOBO
NM- 1/CA [R 1.
R0°- 1/2.4 THREABEt X B' LG
2• (T P
4U—
GASKE SR N9 API —I
:I W SO HK API 8(LT I HRC STRIP1 NRCSTRIP GAS((CT TAINER CWYXSL CKKT \ C—KIK
SECTION D SECTION C
COLUMankBIAN
TecT
�10000
I( 24' HIGH TANK
41]B
535
30
AW 1X.
2006 I 9120T024-H

V
e
0
0
STRETCH —OUT CONPn,
FROM ABOVE � I O
�i e
sail
TANK STRETCH -OUT
W— 1 O . — —
I
I
I
'
STRETCH
—OUT
CONT`D. BELOW
t<rr wrm vL TI Uu
120'-3 7/11' % 24' HIGH
COLUMBIAN rnrn
TecTank
.n .n ear. 9120T024-C

Columbian TecTank
P.O. Box 996
Parsons, KS 67357
[phone]
Prepared By: RM
Reviewed By: BC
Revisions:
* *
* Design Calculations
* *
* For a Bolted
*
* Liquid Storage Tank
* *
* * * * * * * * * * * * * * * * * *
Customer ..................... CLEMENTS PAPPAS NC
Sales Order .................. 06-7468
Date ......................... 1d/19/2006
Liquid Stored ................ WATER
Specific Gravity ............. 1.00
Tank Diameter ................ 120.321 Ft
Tank Height .................. 24.180 Ft
Design Spec .................. CTT Specifications
Wind Velocity ................ 90 Mph
Wind Design .................. ASCE 7-98
Seismic Zone ............... 2 Fixed t
Deck Live Load ............... 0 Psf
Open Top W/Wind Girder
Date 10/19/2006
Date 10/19/2006
Date
CONFIDENTIAL/TRADE SECRETS. By accepting possession of this document, recipient agrees that its contents are confidential, proprietary trade secrets of
Columbian TecTank. No portion of this document may be reproduced, distributed, or used in any manner without written permission from Columbian TecTank.

Vertical Seam Bolt Loadings
---------------------------
Liquid Pressure (Psf) = Liquid Depth (Ft.) x Specific Gravity x 62.428 (Pcf)
Hoop Force (#/Ft.) = Liquid Pressure x Tank Radius (Ft:)
Bolt Load (lbs) = Hoop Force / 6 Bolts per Ft.
Ring Liquid Depth Bolt Load
1 22.68 14197
2 14.62 9151
3 6.56 4106
CONFIDENTIAL /TRADE SECRETS. By accepting possession of this document, recipient agrees that its contents are confidential, proprietary trade secrets of
Columbian TecTank. No portion of this document may be reproduced, distributed, or used in any manner without written permission from Columbian TecTank.

API 12B PRINCIPLES ALLOWABLE BOLT LOADS
REFERENCE STANDARD: ANSI/AWWA D103-80
1/2 INCH DIA. BOLTS SPACED ON 2 INCH CENTERS
--------------------------------------------
FAILURE MODE DESCRIPTION
1 HOLE TEAR OUT P=L x .6 Fy x t
2 NET SECTION P=ft x t x An
3 BEARING P=1.35 Fy x d x t
4 BOLT SHEAR P= .25 Fu x Ats
NOMENCLATURE:
P= Allowable Bolt Load (lbs.) L= Edge Distance = .875 in.
t= Steel Thickness (in.) Fy= Steel Yield Strength (ksi)
Fu= Steel Ultimate Tensile Strength (ksi)
(Ft = .5 Ful) -or- (.6 Fy (1-.9r+3rd/s) <_ .6Fy) s= 2 in. d= .5 in.
r= 1—(l Row)—r=1/2—(2—Row) r= 1-/-3--(-3—Row) An= —Net D s-tance—=-1-469—i-n.
Ats = Tensile Area = .142 sq. in.
------------------------------------------------------------
LOADS FOR GRADE 5 BOLTS WITH Fu = 120,000 psi
ASTM
Gage
t
1 Row
Mode
2 Row
Mode
3 Row Mode
3/16
.1875
3938
-1-
6114
-2-
6279
-2-
7/32
.2188
4260
-4-
7133
-2-
7325
-2-
1/4
.25
4260
-4-
8152
-2-
8372
-2-
5/16
.3125
4260
-4-
8520
-4-
10465
-2-
LOADS FOR
GRADE 8
BOLTS WITH Fu
= 150,000
psi
A572
1/4
.25
6563
-1-
10189
-2-
10465
-2-
Fy=50
Fu=65
5/16
.3125
7363
-4-
12737
-2-
13081
-2-
A572
1/4
.25
7363
-4-
14265
-2-
14651
-2-
Fy=70
Fu=85
5/16
.3125
7363
-4-
14726
-4-
18313
-2-
CONFIDENTIAUTRADE SECRETS. By accepting possession of this document, recipient agrees that its contents are confidential, proprietary trade secrets of
Columbian TecTank. No portion of this document may be reproduced, distributed, or used in any manner without written permission from Columbian TecTank.

Allowable Vertical Shell Loads AWWA
------------------------------------
fs= ALLOWABLE COMPRESSIVE STRESS (psi)
fs= 15000 (2/3) (100t/R) (2- (2/3) (100t/R)) <=15000 psi
t= SHELL THICKNESS (in.)
R= SHELL RADIUS (in.)
A= AREA = 2(PI)(R)(t) (sq. in.)
ALLOWABLE LOAD = fs x A (lbs.)
120.321 Ft..Diameter Tank
t fs A Allowable Load
n:_) _ (psi)-(sq—in—)— (-lbs—)
5/16
(0.3125)
853
1417
1209477
1/4
(0.2500)
685
1134
776332
7/32
(0.2188)
600
992
595246
3/16
(0.1875)
515
850
437961
8 Ga
(0.1644)
452
746
337057
9 Ga
(0.1495)
411
678
278923
10 Ga
(0.1345)
370
610
225917
12 Ga
(0.1046)
288
474
136827
CONFIDENTIAUTRADE SECRETS. By accepting possession of this document, recipient agrees that its contents are confidential, proprietary trade secrets of
Columbian TecTank. No portion of this document may be reproduced, distributed, or used in any manner without written permission from Columbian TecTank.

WIND LOAD (At Tank Base)
Ref. ASCE 7-98--
Tank Dia. (D) = 120.321 Ft F = (qz *. G * Cf) Af = F' * Af
Tank Ht. (h) = 24.180 Ft F' = qz * G * Cf
Velocity = 90 Mph qz = .00256*Kz*Kzt*Kd*(V^2)*I = Pv*Kz
I = 1.00 Pv = .00256 * Kzt * Kd * (V�2) * I.
Exposure = C F' = (Pv * Kz) * G * Cf
Structure Ht.= 0.00 Ft Af = Ring Ht * D
G = 0.85 F = F' * Af
Kzt = 1.00 OTM = F * h
Pv = 19.70 Psf
h/D = 0.20
Cf = 0.49
Kd = 0.95
------------------------------------------------------------------------
Analyzed Ht. From
Height Grade Kz F' Af F h OTM
15.00 15.00 0.85 10.00 1805 18048 7.50 135361
5.00 20.00 0.90 10.00 602 6016 17.50 105281
4.18 24.18 0.93 10.00 503 5029 22.09 111100
-----------------------------------------------------------------------
Total Base Shear = Sum of the Forces (F) = 29094 Lbs
Total Overturning Moment At Tank Base = Sum of the OTMs = 351742 Ft-Lbs
CONFIDENTIAL/TRADE SECRETS. By accepting possession of this document, recipient agrees that its contents are confidential, proprietary trade secrets of
Columbian TecTank. No portion of this document may be reproduced, distributed, or used in any manner without written permission from Columbian TecTank.

WIND LOAD PER
RING (ASCE 7-98)
Ref. Wind Loads
At Tank Base Page
Tank Dia. (D) =
120.321 Ft
F = (qz * G * Cf) Af =
F' * Af
Tank Ht. (h) =
24.180 Ft.
F' = qz * G * Cf
Velocity =
90 Mph
qz = .00256*Kz*Kzt*Kd*(V�2)*I
= Pv*Kz
I =
1.00
Pv = .00256 * Kzt * Kd *
(VA2) * I
Exposure =
C
F' = (Pv * Kz) * G * Cf
Structure Ht.=
0.00 Ft
Af = Ring Ht * D ,
G =
0.85
F = F' * Af
Kzt =
1.00
OTM = F * h.
Pv =
19.70 Psf
EVL = 4 * OTM / D
h/D =
0.20
Cf =
0.49
Kd =
0.95
-------------------•----------------------------------------------------
Equiv.
Individual Total
Base Overturning
Vertical
Ring Ht —Height
Shear -Moment
Load
ft
ft
lbs ft-lbs
lbs
8.06
8.06
9698 39082
1299
8.06
16.12
19396 156330
5197
8.06
24.18
29094, 351742
11693
------
Top Girder ------
S = (H x D^2/10000) x (VELOCITY/100)A2
Minimum
required section modulus: 28.355 Cu. In.
Using C1.5 X 33.9 actual
section modulus: 42.000
Cu. In.
CONFIDENTIAL(TRADE SECRETS: By accepting possession of this document, recipient agrees that its contents are confidential, proprietary trade secrets of
Columbian TecTank. No portion of this document may be reproduced, distributed, or used in any manner without written permission from Columbian TecTank.

SEISMIC DESIGN LOADS
SECTION 12: M= Z*K*(.14*(Ws*XS + Wr*Ht + W1*X1) + C1*S*W2*X2)
FIXED % M = %(Ws*Xs + W1*X1 + Wr*Ht) + (%/.14)(C1*S*W2*X2)
Z=ZONE COEFFICIENT K=STRUCTURE COEFFICIENT
Ws=SHELL WEIGHT Xs=MOMENT ARM FOR Ws
D=TANK DIAMETER H=LIQUID DEPTH
Ht=SHELL HEIGHT Wt=TOTAL WT.-OF CONTENTS
W1=W1/Wt*Wt (REFERENCE AWWA D103).
W1= WEIGHT OF EFFECTIVE MASS OF CONTENTS THAT MOVES IN
UNISON WITH THE TANK SHELL.
W2=W2/Wt*Wt. .(REFERENCE AWWA D103)
W2= WEIGHT OF EFFECTIVE MASS OF THE FIRST MODE SLOSHING
CONTENTS OF THE TANK.
X1=MOMENT ARM FOR W1 = X1/H*H .(REFERENCE AWWA D103)
X2=MOMENT ARM FOR W2 = X2/H*H (REFERENCE AWWA D103)
Wr=ROOF WEIGHT S=SOIL PROFILE COEFFICIENT
C1= 1/-(6*Tw)—IF-Tw < 4.-5—SECONDS — -- --
C1= .75/Tw'2 IF Tw >= 4.5 SECONDS
Tw= SLOSHING MODE = Kp*SQR D
UF= UPLIFT FACTOR = M/(DA2*(wt+wl))
IF FACTOR IS LARGER THAN .785, THERE IS UPLIFT, IF FACTOR
IS LARGER THAN 1.54, ANCHOR BOLTS ARE REQUIRED.
wt= Ws/(PI*D) = TANK WEIGHT PER FOOT CIRCUMFERENCE
w1= 7.9*Tb*SQR(Fy*H) < 1.28 H*D = UTILIZED WT. OF CONTENTS
Tb= BOTTOM THICKNESS Fy= BOTTOM YIELD STRESS
SHELL COMPRESSION : SIGMA C / FS <= 1.33 1.
Ts= SHELL THICKNESS Fs= ALLOWABLE COMPRESSIVE.STRESS
SIGMA C= (wt+(1.273*M/D^2))*1/(12*Ts) IF NO UPLIFT OR ANCHORED TANK.
SIGMA C= ((wt+wl)/(.6070-.18667*UFA2.3))-w1*(1/.(12*Ts)) IF UPLIFT
CONFIDENTIAL/TRADE SECRETS. By accepting possession of this document, recipient agrees that its contents are confidential, proprietary trade secrets of
Columbian TecTank. No portion of this document may be reproduced, distributed, or used in any manner without written permission from Columbian TecTank.

Fixed % Seismic
Loads
CTT Specifications
Seismic Zone
2
-----
120.321 Foot Diameter Tank -----
Zone
= 2
Z = 0.375
= 0.050
K =
2.50
Ws = 107299
Xs = 12.09
Wr =
0
Ht = 24.18
Cl = 0.011
W1 =
3503401
X1 = 8.51
S = 1.50
W2 =
11768952
X2 = 11.77
H = 22.680
Ts =
0.3125
Tb = 0.1345
D/H = 5.305
Fs =
853
Fy = 40000
WI/Wt = 0.218
wt =
284
wl = 1012
Wt = 16098851
X1/H
= 0.375
X2/H = 0.519
W2/Wt = 0.731
tw =
8.19
Uplift Factor
= 0.13
Sigma c = 132
Evl
= Sigma C*Pi*D*Ts*12-Ws
Unanchored
Tank Loads
Height
Moment
Evl Sigma C/Fs
Shear
Tension
(Ft.
Lbs)
(Lbs)
(Lbs)
(Lbs)
24.18
2384319
79250 0.154
251013.
0
--------------
------------------------------------------------------------------
-----
120.321 Foot Diameter Tank -----
Zone
= 2
Z = 0.375
% = 0.050
K =
2.50
Ws = 62591
Xs = 8.06
Wr =
0
Ht = 16.12
C1 = 0.008
W1 =
1456085
X1 = 5.48
S = 1.50
W2 =
8221872
X2 = 7.43
H = 14.620
Ts =
0.2500
Tb = 0.1345
D/H = 8.230
Fs =
685
Fy = 40000
WI/Wt = 0.140
wt =
166
wl = 813
Wt = 10377653
X1/H
= 0.375
X2/H = 0.508
W2/Wt = 0.792
tw =
9.80
Uplift Factor
= 0.05
Sigma c = 75
Evl
= Sigma C*Pi*D*Ts*12-Ws
Unanchored
Tank Loads
Height
Moment
Evl Sigma C/Fs
Shear
Tension
(Ft.
Lbs)
(Lbs)
(Lbs)
(Lbs)
16.12
------"--------------------------------------------------------------------------
679899
22599 0.110
110331
0
CONFIDENTIALITRADE SECRETS. By accepting possession of this document, recipient agrees that its contents are confidential, proprietary trade secrets of
Columbian TecTank. No portion of this document may be reproduced, distributed, or used in any manner without written permission from Columbian TecTank_

Fixed % Seismic Loads
I
CTT Specifications
Seismic Zone 2
-----
120.321_Foot Diameter Tank -----
Zone = 2
Z = 0.375
W = 0.050
K = 2:50
We = 26825
Xs = 4.03
Wr = 0
Ht = 8.06
C1 = 0.004
W1 = 293157
X1 = 2.46
S = 1.50
W2 = 38788BB
X2 = 3.29
H = 6.,560
Ts = 0.1875
Tb = 0.1345
D/H = 18.342
Fs = 515
Fy = 40000
W1/Wt = 0.063
wt = 71
wl = 544
Wt = 4656458
X1/H = 0.375
X2/H = 0.502
W2/Wt = 0.833
tw = 14.27
Uplift Factor = 0.01
Sigma c = '34
Evl = Sigma
C*Pi*D*Ts*12-Ws
Unanchored Tank Loads
Height Moment
Evl Sigma C/Fs Shear
Tension
(Ft. Lbs)
(Lbs) (Lbs)
(Lbs)
8.06 6665E
--------------------------------------------------------------------------------
2216 0.066 23655
0
CONFIDENTIAUTRADE SECRETS. By accepting possession of this document, recipient agrees that its contents are confidential, proprietary trade secrets of
Columbian TecTank. No portion of this document may be reproduced, distributed, or used in any manner without written permission from Columbian TecTank.

Stave Ring 1
Thickness = 5/16 Gr 70 Rows
of Bolts = 2
Grade 8
FS Bolts
Vertical Loads (1)
Tank Weight
=
107299
Lbs.
(2)
Deck Live Load
on
Shell ® 0
PSF =
0
Lbs.
(3)
Evl Wind or
Seismic =
79250
Lbs.
Total Static Load (1
+ 2)
=
107299
Lbs.
Total Dynamic Load (1
+ 3) /1.33 =
140263
Lbs.
Allowable Vertical Load = 1209477
Lbs.
Actual Bolt Load
= 14197
Lbs.
Allowable Bolt Load
= 14726
Lbs.
-------------------------------------------------------------------
Stave Ring 2
Thickness = 1/4 Gr 50 Rows
of Bolts = 2
Grade 8
FS Bolts
Vertical Loads (1)
Tank Weight
=
62591
Lbs.
(2)
Deck Live Load
on
Shell @ 0—PSF--
_ ---O—Lbs:
(3)
Evl Wind or
Seismic =
22599
Lbs.
Total Static Load (1 + 2) _ -62591 Lbs.
Total Dynamic Load (1 + 3) /1.33 = 64052 Lbs.
Allowable Vertical Load = 776332 Lbs.
Actual Bolt Load = 9151 Lbs.
Allowable Bolt Load = 10189 Lbs.
Stave Ring 3
Thickness = 3/16 Gr 40 Rows of Bolts = 2 Grade 5 Bolts
Vertical Loads (1). Tank Weight = 26825 Lbs.
(2) Deck Live Load on
Shell Q 0 PSF = 0 Lbs.
(3) Evl Wind or Seismic = 2216 Lbs.
Total Static Load (1 + 2) = 26825 Lbs.
Total Dynamic Load (1 + 3) /1.33 = 21835 Lbs.
Allowable Vertical Load = 437R61 Lbs.
Actual Bolt Load = 4106 Lbs.
Allowable Bolt Load = 6114 Lbs.
CONFIDENTIAUTRADE SECRETS. By accepting possession of this document, recipient agrees that its contents are confidential, proprietary trade secrets of
Columbian TecTank. No portion of this document may be reproduced, distributed, or used in any manner without written permission from Columbian TecTank.

Unanchored Tank Overturning Moment From Wind
Ref. AWWA D100
M <= 2/3(WD/2)
M = 351742 = Overturning moment from wind pressure in ft-lbs
W = 179406 = Shell weight + weight of roof in lbs
D = 120.321 = Tank diameter in feet
Wind OTM 351742 <= Dead Load Resisting Moment 7195429
CONFIDENTIALlrRADE SECRETS. By accepting possession of this document, recipient agrees that its contents are confidential, proprietary trade secrets of
Columbian TecTank. No portion of this document may be reproduced, distributed, or used in any manner without written permission from Columbian TecTank.

Intermediate Girder Check
AWWA D103-87 Sect. 3.7
D = Tank.I.D. (ft.): 120.321
V = Wind Velocity (mph): 90
P = Average ASCE 7-98Wiind PPressurt)"1.5
h = .625 (10 6) *
h
Stv Avg
Stv
Total
Avg
Req
Stave
Row
F1
Thickness
Ht.
Stv Ht
Thick
Thick
Gage
Vert
(Psf)
(in)
(in)
(f t)
(in)
(in)
3/16
2
10.00
0.21
97.00
8.08
0.210
0.159
1/4
2
10.00
0.28
97.00
16.17
0.244
0.209
5/16
2
10.00
0.35
97.00
24.26
0.279
0.246
CONFIDENTIALURADE SECRETS. By accepting possession of this document, recipient agrees that its contents are confidential, proprietary trade secrets of
Columblari TecTank. No portion of this document may be reproduced, distributed, or used in any manner without written permission from Columbian TecTank.

Columbian TecTank
Tank Ring Footing Design- ACI 318 Concrete Requirements
SALES ORDER NUMBER-
06-7468
Engineer: RF
Tank Diameter (ft):
120.321
Contents Height (ft):
22.68
'Footing O.D. (ft):
121.500
Footing Width (in):
15
Coeff. Active Pressure - Ka:
Footing I.D. (ft):
119.000
Specific Gravity of Contents:
Footing Depth (ft):
2.50
Concrete Strength - fc (psi):
Allowable Soil Pressure (psf):
2000
Yield Strength of Rebar - fy (psi)
Wind Moment (ft-lb):
35.1742
Seismic Moment (ft4):
2384319
Weight of Tank (lb):
179406
Weight of Roof (lb):
0
Roof Live (Snow) Load (lb):
0
—Weight-of-Steel-Floor-(lb)-
62294
— ------
Tank Capacity (gal):
1929190
Total Weight at Footing (lb):
16331145
Net Footing Weight (lb):
69028
Total Load on Soil (lb):
16390172
RESULTS:
I
Soil pressure under tank due to liquid load =
Soil pressure under footing =
Soil pressure, Dead Loads - Wind =
Soil pressure, due to total load on soil =
Soil pressure, DL + Liquid Load + Wind =
Soil pressure, DL + Liquid Load - Wind =
Soil pressure, DL + Liquid Load .+ Seismic =
Soil pressure, DL + Liquid Load - Seismic =
F.S. Overturning - Wind:
F.S. Overturning - Seismic:
As - ringwall - shrinkage:
As - ringwall - tension:
As - ringwall - vertical tie bars:
Ringwall reinforcement supplied:
shrinkage/tension/hodz. bars:
number of vertical legs/tie bar:
required area of tie bar:
resultant spacing of tie bars:
area of tie bar supplied:
resultant As provided:
11/3/2006
1415 psf < Allowable 2000
1484 psf <= Allowable 2000
716 psf >=0, No Uplift ok
1414 psf <= Allowable 2000
1439 psf <= 4/3(Allowable) 2667
1389 psf >=0, No Uplift ok .
1583 psf <= 4/3(Allowable) 2667
1428 psf >=0, No Uplift ok.
60.35 >= 1.5 J ok
17.86 >= 1.0 ok
0.81 sq. in.
1.78 sq. in.
0.27 sq. in./ft.
a
10
1.86 sq. in. —► 645
2
0.20 Isq. in.
17.6 in.
0.20 sq. in.
0.27 sq. in./ft
0.3
1.00
3000
60000
#4, 2 legs 18" c-c

Page 1 of 2
Paul. Dow
From: Keeler, Steven [[e-mail]]
Sent: Friday, November 10, 2006 8:56 AM
To: Paul Dow
Cc: lone Hargett; Steve Rea; Torstrick, Bob
Subject: RE:Structural Design for Clement Pappas
Paul
Attached are the Stamped Foundation Design, Stamped Tank Calculations, and General Arrangement Drawings
for the 120 ft diameter tank.
The Tank Calculations are stamped by our Director of Engineering here at Columbian TecTank. He has to review
and stamp all documents before they go our North Carolina PE. A hardcopy of the Tank Calculations with the
North Carolina Stamp will arrive on Tuesday.
The General Arrangement Drawings, by Columbian TecTank Policy, cannot be PE Stamped because there is no
definite information on them. Once the quote becomes an order and Engineering/Drafting can review and create
their approval drawings then we can stamp the drawings.
Thanks for your patience.
, t, veh Keeler
Project Manager
Columbian TecTank
[phone] - Phone
[phone] - Fax
From: Paul Dow[mailto:[e-mail]]
Sent: Wednesday, November 01, 2006 2:43 PM
To: Keeler, Steven
Cc: Chris Gilbert
Subject: Structural Design for Clement Pappas
Stephen,
Thank you for your assistance so far regarding the structural design for the proposed wastewater tank at the
Clement Pappas facility in Mountain Home, NC. Below is an excerpt from the regulatory agency that is
requesting the additional information regarding the wastewater tank. I want you to have a copy of the language to
make sure that your report covers the regulatory agency's requests.
The requests regarding the wastewater tank that we need assistance with are as follows:
'Asper Regulation 15A NCAC 02H.0205(d)(A)(iii) plans must be signed, sealed, and dated by a Professional
Engineer. Please resubmit all applicable plans/figures for this project with the appropriate engineer's stamp
and signature. "
'As per Regulation 15A NCAC 02H. 0205(d) (5) (C), please submit complete plans for the new
components of the treatment system in profile and cross section views (i. e. Detail 41, Detail 92, and
the 1.75 MG Storage Tank [ST]). Please be advised that complete plans must include all essential
equipment, piping, valves, and controls."
11/10/2006

Page 2 of 2
'Asper Regulation 15A NCAC 02H.0205(d) q)(B), please submit plans and specifications describing
all materials to be used, methods of construction and means for assuring the quality and integrity of
the finished 1.75 MG ST. Figures 8 and 9 do not present any information on the foundation and
structural design of the 1.75 MG ST. "
As always, thank you very much for your help. If you have any questions you can reach me on my cell at 828-
545-3212 or Chris Gilbert in our office.
Sincerely,
Paul Dow, E.I.
Altamont Environmental, Inc.
50 College Street
Asheville, NC 28801
Tel. [phone] Fax [phone]
[e-mail]
--------------------------------------------------
CONFIDENTIALITY NOTICE: This information is intended only for use by the
individual or entity to 'which it is addressed and may contain informafion that is
priviliged, confidential, and exempt from disclosure under applicable law. Any
unauthorized review, use, distribution, or copying is prohibited. If you have
received this communication in error, please inform the sender immediately by
replying to this message and destroying all copies of the original message.
11/10/2006

NV�A'
= i B � 3• •� � '�; _ �,53C `f' 1 �i'�i`. J i - } � �t ` ' � i � t �. \�`•,?ti y \:�r�� `t-.r- .�=�i'�•
h ;f\, ��\�r i i l• ( �'�rell
�''Y
1 `�\ \\ ' fir• f '�`t� ���1'; • _
atT /Naples CH�1 � \ .i�`\ \_i1n,`--ti ���..`,c i 1�v��/ /`\, •f-,..±��i�� \1\�� fx�� 11 �:'�I� '���v /� "L.'}`
1� 4.ylsq
�• t ?i`�` t\�J(t^Jf �f' A�7..`\tC,sl ��S ��L{' _
�f Mi\y r i� .� 4 i► .` �\
4 \ 1. /� �::..' 1
SITE 'r�„J �l�' �; /� •s.
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`� •yl �' iY at1C 'S`P// `\� ( lal_
��,, !. : =t= y ;�.�N • �.__, I ,t � �`�.-., :�: -,try-�..• ;� �. '� ; •� ii� 4:
JI-
,f'L�G=.:•--rn�.r: �i�`- �`� �L_ �.�1 �\ ;�. i -�'—"�-_ice,\ �. 1�r1\�4�;J.'�\•, '' —=���
��fU"�: •,`ri. Q> / 1 ".J• ��It •'�'� ,, J'•`t ,,.� ` �r •�1�\:'�`. �7 \'y�D,�tJF_8 _-�,
�� \ �.� •� fx�eyYP�I', �_ _ _ 1, �� MUD CREEaln
K
..._. ,_
'�1�` / / l 4`�._i...1':�• i"�_ir?_®� �20(7S
%f i ' t / . '✓`r 9`i� r '; • i:>�s .1 •�/ Q i� g4 / '� �ofi JJ�� %r,
::n-t 1 •� � fir` _ cue `\\ iM lw,
t L ))
J
`mot - "� ' (�� t �'..� t I � % •J' ,�r �' j �I M a tye Cem ! i _�� m�!40 -
(7 � e�, 1 ' } % I . B .yam �• ii _ i / 5 i �1-_ �\ �§'�'1� �•a,i„
o " It '_ )� e r' I • / '1�.•�'. ';
1�7_ v'-�,_ iy /",,n `. ikv
';� .� _-':'Nt :`.:� I r• \ago
r--j•_' � ,rr, S ,�.�N 1(� ��,r'i:�r�%'•I _ ,� ,I.•l o �� •a --t �� :��' � �• r '.', �/^'�._
•, r"—; +-�..,'s - a•,�. �\y r�: �•� J -.J r �r� I i��3 oa0.
r-•. � i�i l��'f�, � • � �, � t'-`' I J � • ` (_ 1/1_
On - t. �`�� �r'� '' -�'J } 7 % � `� � ��'�� T.tarlep �;.�' j� °E�; y .• -�' l , fC.TltJ1�Cs�Hle ,.,\ � r� 'L- . - , ;
IV\
�� 1. � `.. r �; J? '� � ��. •.� ,� -�
l"')
3 �_ .� ,sue � �, ✓ t '� i- /r \1/ �� ;u�.: �'�'`- ;� �}t' � � t' /
lt�'�,a'. - �-^�tr �.:-c"`�:�'•�Il `�?"\�..'f: :� /r � �--- '.:�`Vy�_��,..+'' - ^i �_ to r i
�. ��rt, Cis,- �- � �.` L,- . �..f�r ,.��_� _ <_v�;t, ::,`-- '�. •- -_-- '.11\ _ ... .. -- :'' .. �' .. .. _���. ,
SOURCES:
1. FRUITLAND, HENDERSONVILLE, HORSESHOE & SKYLAND,NORTH
CAROLINA U.S. G. S. QUADRANGLES; MAP DATES: 1985;
PHOTOREVISED: 1990 & 1991.
2. HENDERSON COUNTY GIS WEBSITE ACCESSED JANUARY 30, 2006.
IF -A IN SITE LOCATION MAP FIGURE
N G I N Ri N G H. Y Q R 0 G E 0 1Y
50 COLLEGE STREET, ASBEVR.LE, NC 28801
TEL.[phone] FAC.828.281.3351 CLEMENT PAPPAS & CO., INC.w ww.altamontenviromnental.com
125 INDUSTRIAL PARK ROAD
DRAWN BY: CHRIS GILBERT PROJECT MANAGER: STU RYMAN SCALE (FEET) MOUNTAIN HOME, NC
CLIENT: CLEMENT PAPPAS 1000 0 1000 2000
DATE: 2/03/06 FILE PATH: P:\CLEMENT PAPPAS\NON DISCHARGE PERMIT\FIGURES\ FIGURE I.DWG

Field
,..._,., w . . . . . . . . 2028 04
.y �.. . . . . . . . -._2062?7 . . . . . • . • .
. . . . . . . . /iC2062.7 - ._
. . . . . .
.
_ _ _ _ _ _ _ _ _ '� `i_ _ _
.............................
t
r . . . . . . . .�
PROPERTY ...
BOUNDARY ... • ' • • ' • . '...
. . •.. . . . . ...
........ .......
LEGEND t? �, \'�;, J.
SOIL BORING 20s,.3. �:' \ �:`- ti; s~ �_� • ;
P2-02 PIEZOMETER. �.. .� \ .,JJ �`
� . •... . • �� cam; �� `�---�
m MONITORING WELL �- . . . . . :=�I
— — — 100 YEAR FLOODPLAIN
— STREAM
PROPERTY BOUNDARY
------ NEW 8 IN. PVC FORCE
MAIN
EXISTING IRRIGATION PIPE
- - ..----- - FIELD BOUNDARY
r - -.-1 500 FOOT AREA AROUND
` y J TREATMENT AND
DISPOSAL SITES
SOURCE:
1. AGRI-WASTE TECHNOLOGY, INC. MAY 4, 2001 IRRIGATION PLAN.
2. EARTH SYSTEMS ASSOCIATES, LTD. FIGURE 3 LAND TREATMENT SYSTEMS UNDATED.
3. HENDERSON COUNTY GIS WEBSITEACCESSED JANUARY30, 2006.
100 YEAR
FLOODPLAIN
I /
0 8 24 0 Permit Application PD (
Ill /9 /06 DENR Comments PD (
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
DATE I DESCRIPTION I BY IC

- ---------
...... . . . .
.............
X........
J .1
A
STREAIVI._'-_
A
t s AM . . ... . . . . ..
el
7 PROPERTY BOUNDARY'
2 0619
FIELD BOUNDARY
8-t
. . . . . . J
. . . . . . . . . . . .
. . . . . . . . . . . .
Old elie!d— -:
. . . . . . . . . . . . . . . <
1;1w 211
. . . . . . . . -PROP SED PUMP HOUSE
.
.. . .
.. . . . . . ... . . .
• FOR T NSFER PUMP
Z.� .........
. ............
`�`1 /
. . . . . . . . . . EXISTING PUMPHOU E
.. ... ....... #
FOR IRRIGATION P PS
. . . . . . . . . . .
.. . . . . . . . .
<
IRRIGATION SYSTEM
FIGURE
BUFFER AREA AND
I E N G I N E E R I N Q & H T-D R 0 Q E 0 L 0 G Y I
50 COLLEGE STREET, ASBEVILLE, NC 28801
TEL.[phone] FAC.828.28I.3351
PROPERTY BOUNDARY
www.altmontenviromental.com
3
CLEMENT PAPPAS
MOUNTAIN HOME, NORTH CAROLINA
— DRAWN BY: PAUL DOW
— PROJECT MANAGER: STU RYMAN
SCALE (FEET)
- CLIENT: CLEMENT PAPPAS
250 0 250 500
IV DATE: 11/9/06
i
PAELEMENT PAPPAS%NON DISCHARGE PERMIT\FIGURES\ SYSTEM LAYOUT il..DWG

Leld
INSTALL CONTROL VALVE
(PUMP 2; ZONES 6-11)
(FIGURE 6; DETAIL #2)
(ATAA HMENT G)
END OF LATERAL 1
(14+16)
`otqo1®1 n Hrrr�
`•�!"K CAR..0 � e
]INSTALL CONTROL VALVE
AND Y-CONNECTION
i=. a
(PUMP 2; ZONE 5A)
•,=.FN��`���•�` (FIGURE 6; DETAIL #2)
,,��,r`�,� � G_��•` (ATTACHNNILENT G)
LAYOUT VIEW
PROPERTY BOUNDARY
EXPLODED LAYOUT VIEW
SCALE:
I in. = 2000 f t
' eld #2
Field
z
HIGHEST
IRRIGATION NOZZLE'...
ELEV.: 2105.7 FT
INSTAL
--- �`. ❑UTLE
(FIGURE
INSTALL CONTROL VALV
.,`"oo. (PUMP 2; ZONES 5-1
_ (FIGURE 6; DETAIL K
�� 9T (ATACHM-ENT C
0
INSTALL
8 in. PVC FORCE MAIN
(FIGURE 6; DETAIL #1)
(LOCATION
SOURCE.
1. AGRI-WASTE TECHNOLOGY, INC. MAY 4, 2001 IRRIGATION PLAN.
2. EARTH SYSTEMS ASSOCIATES, LTD. FIGURE 3 LAND TREATMENT SYSTEMS UNDATED.
3. HENDERSON COUNTY GIS WEBSITE ACCESSED JANUARY30, 2006.
INSTALL
AIR RELEASE VALVE •`�
TO BE FIELD VERIFIED) M
(FIGURE 6; DETAIL #3)
/ \ ]
0 18/24/Od Permit Application I PD
1 Ill /9/06 DENR Comments I PD
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
DATE I DESCRIPTION

INSTALL WASTEWATER HOLDING TANK
ACCORDING TO TANK SPECIFICATIONS
120.321 FT DIAMETER
24.18 FT HEIGHT
(SEE ATTACHMENT B)
END OF LATERAL 2
(14+64)
.. Op 2)
70
Y.
00
8 in, PVC
ROM TANK`_(CBTF\ -
ETAIL #1) ' :� �� Xoo� 2)
'-Old l
6x� qC 2 J
�X
EXISTING IRRIGATI❑N PUMP `
INSTALL
r
4 in. PVC FORCE MAIN
(FIGURE 6 DETAIL #1)
Op f` ExISTING
aoND INSTALL TRANSFER PUMP
ACC❑RDING TO PUMP SPECIFICATI❑NS
2XyRq�E ELEV.: 2075 FT
(PUMP 3)
(FIGURE 7; DETAIL #2)
(ATTACHMENT G) \
TALL R❑SEM❑UNT INSTALL ADDITIONAL PUMP
ETIC FL❑WMETER ACC❑RDING TO PUMP SPECIFICATI❑NS
TSA 06051W❑N❑ ELEV.: 2085 FT
OR EQUIVALENT (PUMP 2)
(FIGURE 7; DETAIL #2)
E 7; DETAIL #1)\� (ATTACHMENT G)
(A•TTACHMENT G)
N G I N R I N& HYDROGEOL057-1
50 COLLEGE STREET, ASHEVILLE, NC 28801
TEL.[phone] FAC.828.281.3351
www.altamontenviro=ental.com
DRAWN BY: PAUL DOW
PROJECT MANAGER: STU RYMAN. SCALE (FEET)
CLIENT:.CLEMENT PAPPAS 50 0 50 too
-V DATE: II/9/06
WASTEWATER LAGOON FIGURE
AREA MODIFICATIONS
CLEMENT PAPPAS 4
MOUNTAIN HOME, NORTH-CAROLIN
P:\CLEMENT PAPPAS\NON DISCHARGE PERMIT\FIGURES\ SYSTEM LAYOUT REV.DWG

AIR RELIEF VALVE
(LOCATI❑N TO BE FIELD VERIFIED)
2105
2095
2085
CONTROL VALVE
ZONES 5-11
2075 STA: 0+16
PROPOSED 8 INCH PVC FORCE MAIN
2065 ADDITIONAL IRRIGATION PUMP
STA: 0+00
0 100 200 300 400 500 600
LA TER,
2106
2106
2106
EXISTING GROUND ELEVATION
2096
2086 NEW TRANSFER PUMP
ELEVATI❑N: 2074.62' _
STA: 3+95 _
2076
2066
0 100 200 300 400 500 600 700
EXISTING LAGOON o
O '
LATERAL 1
LATERAL 2
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RE'
LA TER2
Permit Application PD I
DENR Comments I PD
DATE DESCRIPTION I BY I C

800 900 1000 1100 1200 1300 1400
1416
J
TOP OF
NEW WASTEWATER
HOLDING TANK
STA: 14+64
BOTTOM ❑F
NEW WASTEWATER
HOLDING TANK
STA: 14+64
PVC PIPE ELEVATI❑N
T PIPE: 4 INCH PVC
ET PIPE: 8 INCH PVC
tsuu vUU IUUU 11UU 12UO 1300 1400 14.64
2
e ��' PROPOSED NEW FIGURE
N Q IN E E RIN Q & H TD R 0 Q E 0 L 0 G Y PIPE PROFILES
50 COT HE -GE STREET, ASVII.LE, NC 28801
3351
T www. ltam 3 to ironmental. m
www. altamontenvironmental. com
CLEMENT PAPPAS 5
DRAWN BY: PAUL DOW HORIZONTAL SCALE: I" = 100' MOUNTAIN HOME, NORTH CAROLIN
PROJECT MANAGER: STU RYMAN
CLIENT: CLEMENT PAPPAS VERTICAL SCALE: I" = 20'
'V DATE: IIII0I06 1 FILE PATH: P:\CLEMENT PAPPAS\NON DISCHARGE PERMIT\FIGURES\ SYSTEM LAYOUT REV.O

E
%2
M
E
C
E
c
warning tape
o
M
NOTES:
W
top of gravel road
final backfill
toning wire
—select backfill
shape to fit pipe
• Place fill over pipe as shown to provide minimum cover in
places where natural ground is low.
Final backfill shall be free from material larger than 3 inches.
Select bockfill shall consist of soil or granular material that is free
from rocks greater than 1/2 inch in diameter.
Bedding shall be used on foundations containing material larger
than 1/2 inch. Bedding may be either granular material
conforming to ASTM C-33 gradation 7 or 8, or select backfill
material.
See Technical Specifications.
PIPE TRENCH
DETAIL #1
typical 3" 160
psi pvc riser
1/2 in. diameter bar,
bend to fit (2 req'd) or
use chain
CONTROL �
DE
NOTES:
1. See specifications for
Ends "F-6102", or equivol
procedures.
2. See Attachment G for
0 $ 24/01 Permit Application I PDI
1 Ill /9/06IDENR Comments I PD
FINAL DESIGN NOT RELEASED FOR CONSTRUCTION
DATE I DESCRIPTION I BY I(

ground
natural ground
30" over the pipe
valve box. used damaged 4",
6" or 8" 0 pvc pipe extend
to 10=above—ground—surfce—
gate valve with
hub, flange, or m.
j. ends
flow _
adapter as required
oU flow
w
(typical each side)
concrete anchor, located
below the valve
_VE ASSEMBLY
IL #2
Valve Company R/W Valve Flanged
for valve dimensions and installation
s section and profile of valve.
I
N Q I N E E R I N Q & H V-D R 0 Q E 0 L 0 Q Y
50 COLLEGE STREET, ASHEVILLE, NC 28801
TEL.[phone] FAC.828.281.3351
www.altainontenviro=ental.com
DRAWN BY: PAUL DOW
PROJECT MANAGER: STU RYMAN NOT TO SCALE
CLIENT: CLEMENT PAPPAS
PV DATE: 11/10/06
housing may be PVC,
CMP or concrete.
0 0 0 0 0
D3
I
3
Riser shall be class 160 psi plastic pipe
with threaded adapters or be schedule
40 galvanized steel pipe.
AIR RELIEF- VALVE
DETAIL #3 .
CONSTRUCTION DETAILS FIGUR
#I
FOR NEW PIPING SYSTEM
CLEMENT PAPPAS 6
MOUNTAIN HOME, NORTH CAROLINA
P,:\CLEMENT PAPPAS\NON DISCHARGE PERMIT\FIGURES\ SYSTEM LAYOUT REV.DWG

precast concrete
vault (Tindall
Products K04848
3099 # or
equivalent)
(See Attachment G)
r'a
position so meter
can be removed
FLOW
4.0 FT
access door (Halliday
Products Series
HIC2424)
(See Attachment G)
cut hole so meter flanged pipe connection
well does not bear
on pipe Rosemount Magnetic Flowmeter.
41i8705 TSA 06051 WONO
�.`'���* •;R�l�'•,, or equivalent
o•''FEss�°•'.'� (See Attachment G)
.•�� INLINE FLOW METER
sN..
D ETA I L # 1
NOTES:
prc
on
an(
6
1. See Attachment G for cross section and profile of flowmeter. 10 18/24/00 Permit Application I PD
� 11 /9 /06 DENR Comments PD
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
I REV. I DATE I DESCRIPTION

4e sufficient clearance
l sides for pump access
-emo va/
Low Pressure _
Cutoff Switch
6 inch Pump
Discharge -
Gate I/a/ve
UIV] I 1IUUJ1_
DETAIL #2
N Q I N E E R I N Q & H Y D R 0 Q E 0 L 0Y
50 COLLEGE STREET, ASHEVILLE, NC 28801
TEL.[phone] FAC.828.281.3351
www.altainontenvirorimental.com
DRAWN BY: PAUL DOW
PROJECT MANAGER: STU RYMAN NOT TO SCALE
CLIENT: CLEMENT PAPPAS
APv DATE: 11/10/06
-Leonard utility bui/ding
or equi va/en t
(See Attachment G)
z
75
Ln
Ln
mp Suction
Switch Gage
for High Water
Alarms
To Ho/ding Lagoon
CONSTRUCTION DETAILS FIGUF
#2
FOR NEW PIPING SYSTEM
CLEMENT PAPPAS 7
MOUNTAIN HOME, NORTH CAROLINA
PACLEMENT PAPPAS\NON DISCHARGE PERMIT\FIGURES\ SYSTEM LAYOUT REV.DWG

TANK INTERIOR PIPE SUPT. BRKT
I
:vU-BOLT
W/NUTS I
PIPE
(BY OTHERS)
DETAIL PIPE SUPT. BRKT
install diffq'ct
inlet to tank L
install pipe
support brackets
wastewater E� (see blowup
tank wall (Attachment G)
8 inch
4 inch GIP
inlet pipe
4CA �s
Q F
• O
�s .�� , • 4
,fill pHER e;',+,�,.
4 inch PVC
inlet pipe
(Figure 6, Detail # I)
WASTEWATER TANK. INLET
D .ETA I L # 1 11 9 06 DENR Comments P[
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
REV. DATE DESCRIPTION BY

SILT STOP
CLIP
SILT STOP BACKING PLATE
a HANDLE I (NOZZLES 8'
THRU 12")
o Ij BOTTOM SEGMENT
(FIELD CUT)
— (STUD BOLTS INCLUDED)
150« FLAT FACE FLANGE
vostewater tank wall PIPE W/ 1504 FLAT
(� J FACE FLANGE
(BY CUSTOMER)
TYPICAL BOTTOM PENETRATION DETAIL
WITH SILT STOP
OPENING IN BOTTOM SEGMENT FIELD LOCATED AND CUT
NOTE: PVC PIPING IS NOT RECOMMENDED BY CTT DUE
TO IMPOSED STESSES
see blowup for L
out/et detail precast concrete vault
(Tindal/ Products
K04848 J099 access door
or equivalent) (Holliday Products
See Attochmen,t G Series H/C2424)
( ) (See Attachment G)
8 inch
= _ control valve
a
(See Attachment G)
In.
48 in.
r?ch PVC
lure 6, Detail #1)
WASTEWATER- TANK OUTLET
DETAIL #2
I ® I
N G IN E E RJ-NG & H YDROGEOLOGY
50 COLLEGE STREET, ASHEvmn, NC 28801
TEL.[phone] FAC.828.281.3351
ivww. altam ontenvironmental.com
DRAWN BY: PAUL DOW
PROJECT MANAGER: STU RYMAN NOT TO SCALE
CLIENT: CLEMENT PAPPAS
V DATE: 11/10/06
CONSTRUCTION- DETAILS FIGURE
#3
FOR NEW PIPING SYSTEM
CLEMENT PAPPAS 8
MOUNTAIN HOME, NORTH CAROLINA
P:\CLEMENT PAPPAS\NON DISCHARGE PERMIT\FIGURES\ SYSTEM LAYOUT REV.DWG

Summary of the Property Information Within 500 Feet of Disposal Area
Clement Pappas NC, Inc.
Mountain Home, North Carolina
October 3, 2006 -
Tax Parcel Number/ Map ID
, r n::* Owner Name
Last Name,` First Name, Middie Initial
4 { Address
9651726341
McKinney, Harold and Mary B
P.O. Box 33, Naples, NC 28760
9651921626
Hyder, B L
P.O. Box 2569, Asheville, NC 28802
9651914658
Strickland, John S and Ketherine S
P.O. Box 513, Naples, NC 28760
9661022982
The Layman Foundation of NC
P.O.ii, Box 5440, Fletcher, NC 28732
9661124205
Gray, Terry M Sr and Brenda C
188 W Acorn Dr., Hendersonville, NC 28792
9661124180
Gray, Terry M Sr and Brenda C
188 W Acorn Dr., Hendersonville, NC 28792
9661125086
Gray, Terry.M Sr and Brenda C
188 W Acorn Dr., Hendersonville, NC 28792
9661116953
Gray, Terry M Sr and Brenda C
188 W Acorn Dr., Hendersonville, NC 28792
9661117869
Schopper, Aaron W and Claudia S
115 Acorn Dr., Hendersonville, NC 28792
9661118881
Schop er, Aaron W and Claudia S
115 Acorn Dr., Hendersonville, NC 28792
9661119609
Jones, Julia
119 Acorn Crt, Hendersonville, NC 28792
9661119568
Benson, Nathan Alva & Wife
P.O. Bog 1090, Mountain Home, NC 28758
9661211408
Coon, Jonathan Wayne and Stephanie A.
206 Kimberly Ave. Dr., Hendersonville, NC 28792
9661213550
Taylor, Charles R.
324 Whispering Hills Dr., Hendersonville, NC 28792
9661302798
Hodges, Michael G. and Judith
201 Sheneman Dr., Hendersonville, NC 28792
9661304539
Anderson, Thomas A and Carolyn J
224 Dundeve Circle, Hendersonville, NC 28792
9661305419
Contoinarinos, Mary and Evers, Cathy
216 Duneve Circle, Hendersonville, NC 28739
9661306401
Walker, Mcarthur and Paula
308 Baystone Dr., Hendersonville, NC 28791
9661306392
Anthony, James R and Debra L
208 Dundeve Cir, Hendersonville, NC 28792
9660393429
Parxlent Inc.
117, Cedar Ln, Arden, NC 28704
9660289245
Dunlap, Robert and Louise
3227 Florida Dr., Hendersonville, NC 28792
9660282697
Sle y LLC
124 Hillside Dr., Swannanoa, NC 28778
9660193244
Haynes Wire Company
1020 West Park Ave., Kokomo, IN 46904
9661102876
Clement Pappas NC, Inc
10 N Parsonage Road, Seabrook, NJ 08302
9660098902
Bennett, George Andrew
40 Harwood Ln., Fairview, NC 28730
9650998549
Owen, James A and Alice M
P.O. Box 189, Naples, NC 28760
9651902078
Rhodes, Nancy and Parks, Estelle
80 Matthew Ln., Blue Ridge, GA 30513
9651804143
Rhodes, Nancy and Parks, Estelle
80 Matthew Ln., Blue Ridge, GA 30513
9651716512
Rhodes, Nancy and Parks, Estelle
80 Matthew Ln., Blue Ridge, GA 30513
P:\Clement Pappas\Non Discharge Permit\Receptor Tables.xls

634
6512
8748
4143
5790
b9
8 841
73 6 735
64 60 1 7 63
637581 5005
41 45 5. 3462
34 9314 31
4332 2 25
4156 7158 9146 119 3
4056 10
8 7 92 09 00 8 09 5
4960
r-9m 9 7 00
58531 p853 9I81I4 I1 81 8 459;
5 155
3 5 g 8 45 145 57 5 6
7 1 7 3 44 1353 34 34
2 26
06 912 114 r ,1 6 14
8083 0945 02 93 6937 80. 0937 84
876 8920 9866 2941.
170 3823 83 1850 6905
36 4 7
2121 6760 969701627 3647 61 5 77 611 751069 66
20 1554 3565 955
59
2982
9439 1493 4413 5491 41 4412
20 6206 08 11 91g379 5468
1626 9366 4350 35 370 35 6227
2244
3 02 0 4195625 8157 029 16 4233
18 7009 04 4098
08 3 0081 2072 5907 7927 005 1 3005 5958
86 99 180 2980 6819
8881 8864 1833 3970 89
172 2797 5718 4784
09 6636 1625
4658 63 255g 1 691962
55 5414 2520 4514 6516
6375 2332 433 538
9216 2201 41787 55
1057 6023
3997
0992 5912
2798 5800
2078
8549
8902
2876
\ 3682
/j 7 5414 34
2 25 29 6322 0340
q 16 3244
06
0 46 0927
9 88 98 4 54
71 7
64 2666
9583 4551 2697
144 9245
9320 39 7 24 721271 7013 6177 6710
-P15 10

' 1
North Carolina - Department of Enviro .ras+t, Health, and Natural Resources
Division of Environmental Management - Groundwater Section
P.O. Box 29535 - Raleigh, N.C. 27626-0535
Phone [phone]
WELL CONSTRUCTION RECORD
7
DRILLING CONTRACTOR: n ; 4 1.
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER0 PERMIT NUMBER:
1. WELL LOCATION.(Show Sketph of the loca ion below) J
Nearest Town:, & -ice ¢ (%/ �- County:.-., --
(Road, Comm ni ror Subdivision and tNo.) DEPTH
2- OWNER .( -I&Mr-nt, From TO
ADDRESS
(Street or Route o.)
City or Town Stag Zip Code
-- - 3.-- DATE -DRILLED - -.- - - D�--©,6USE OF WELL --
__4.- TOTAL DEPTH._.. ... -
5. CUTTINGS COLLECTED YES NO❑
6- DOES WELL REPLACE EXISTING WELL? YES NO
7. STATIC WATER LEVEL Below Top of Casing: FT.
(Use'+ if bov o Casing}
8- TOP OF CASING IS 3099 bove Land Surface
Casing Terminated at/or below land surface Is Illegal unless a varlance•Is issued
In accordance with 15A NCAC 2C .0118
9. , YIELD (gpm): — METHOD OF TEST
10. WATER ZONES (depth):
11. CHLORINATION: Type
12. CASING:
epth Diametq
From° To Ft. —A
From To Ft.
From To Ft.
13. GROUT.
FOR OFFICE USE ONLY
QUAD. NO. SERIAL NO.
Lat Long. RO
.Minor Basin
Basin Code
Header Ent GW-1 Ent
DRILLING LOG
Formation Descriotion
Arnm int _ If arlrfifinnal epa�o is n ,4d 4l ingCk of form
Wall Thickness LOCATION SKETCH
or tyei hUF Ma�rial (Show direction and distance from at least two State
��y' V & Roads, or other map reference points)
Depth Material - Mf tod
From e s . To - j Ft. r
From To Ft.
14. SCREEN:
Depth Diameter Slot Size Mated4l
From _Ca To Ft 4 /' in. Vie®%0 in.
From To Ft in. in.
From To Ft. in. in.
15. SANDIGRAVEL PACK:
Depth of Siz Material
From To �'� Ft.�
From off -_Ft
h.T11S. REMARKS:1 IZ-
i
/A-5
I DO HEREBY CERTIFY THAT THIS WE L WAS CONSTRU TED 'IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
GW-1 REV.9t91
�L
DATE
Submit original to Division of Environmental Management and copy to well owner.

Altamont does not have a copy of the well construction record for MW-4. However, Altamont obtained
the following information by measuring the monitoring well and reading the monitoring well construction
information tag.
• Total Depth: 19.6 feet below ground surface
• Screened Interval: 8 to 19.6 feet below ground surface
• Well Diameter: 2 inches
• Construction Material: PVC
• Top of Well Casing: 2.43 feet above ground surface
• Top of Well Casing Elevation: 2,064.6 feet above mean sea level
PAClement Pappas\Non Discharge Permit\MW-4 Construction Information.doc

North Carolina - Department of Envi�--_.i:nt and Natural Resources - Division of Water Qualitp".__.�wndwater Section
1636 Mail Service Center - Raleigh, N.C. 27699-1636-Phone [phone]
WELL CONSTRUCTION RECORD WELL CONTRACTOR: I t 1� I o. -Dr; KA a Co. T
WELL CONTRACTOR CERTIFICATION #: O,
STATE WELL CONSTRUCTION PERMIT;,:
1. . WELL USE (Check Applicable Box): Residential ❑ Municipal ❑ Industrial ❑ Agricultural ❑ Monitoring M
Recovery ❑ Heat Pump Water Injection ❑ Other ❑ If Other, List Use:
2: WELL LOCATION: (Show sketch of the location below)
NearestTown:} �N, Py G tv�) c.L-�, t4 C County: i•-I e, ekc IV
(Road Name and Numbers. Community, or Subdivision and Lot No.) DEPTH
DRILLING LOG
3. OWNER From To
Formation Description
Address
7-e
le No.) (Street
Imo,'' �'—
c7vn SaJtdr
7p Code
City or Town State �:
r 1?A 5A <i
4. DATE DRILLED 1 U (, d 1
TALDEPTH - t --- - -
- -
.-6_- CUTTINGS COLLECTED-- YES ❑ NO�
7. DOES WELL REPLACE EXISTING WELL? YES ❑ NO®
8. STATIC WATER LEVEL Below Top of Casing: 1y FT.
(Use '+' if Above Top of Cas;ng)
3
9. TOP OF CASING IS FT. Above Land Surface'
'Top of casing terminated at/or below land surface requires a variance in accor-
dance with 15A NCAC 2C .0118
10. YIELD (apm): METHOD O_F TEST
11. WATER ZONES (depth): I Ot ^ 15 t
12. CHLORINATION: Type
13. CASING:
Depth Diameter
From G To T_ Ft.
From To Ft.
From To Ft.
14. GROUT:
—Amount If additional space is needed use back of form
Wat! Thidkness LOCATION SKETCH
or Weigm/R. Ma,te,nal (Shaw _;rec:'.cn ano distance from at least two State
2j. go 'pL Roads, or other map reference points)
Depth Material Ivlethod
From Sub` �Ac TO � Ft. I��A >` C�vi1 4 i 0 !)
From To Ft.
15. SCREEN:
Depth Diameter Slot Size Material
From 9_ To (q Ft _ in,OL_ in.
From To Ft. in. in.
From To Ft. in. in.
16. SAND/GRAVEL PACK:
Depth Size Material
From _7 To ba_ Ft. 14 1 .!� A
From To Ft.
17. REMARKS: iM f t I — S
1 DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OFT _RS RECORD)rI S EEN PROVIDED TO THE WELL OWNER
FOR OFFICE USE ONLY
Quad No:
Serial No.
SIGNATURE OF PERSON CONSTRUCTING THE WELL DATE
Submit original to Division of Water Quality, Groundwater Section within 30 days
GW-1 REV.03/2000

North Carolina - Department of Envi--�. __,,ant and Natural Resources - Division of Water Qualit ­ _-�.•cundwater Section
1636 Mail Service Center - Raleigh, N.C. 27699-1636-Phone [phone]
WELL CONSTRUCTION RECORD WELL CONTRACTOR:
WELL CONTRACTOR CERTIFICATION: D
STATE WELL CONSTRUCTION PERMIT"':
WELL USE (Check Applicable Box): Residential ❑ Municipal ❑ Industrial ❑ Agricultural ❑ Monitoring]
Recovery ❑ Heat Pump Water Injection ❑ Other ❑ If Other, List Use:
2. WELL LOCATION: (Show sketch of the location below)
Nearest Town: { c!-Jd Pcti C. N:1tf,1 e_� County: H e -%1,°
(Road Name and Numbers, Community, or Subdivision and Lot No.) DEPTH
3. OWNER SP,6, s From To
Address
( tree, or Route No.)
i�C�C-e50 JV L6. QC iG
City or Town State 1p Code
4. DATE DRILLED '5 0 t
- - --5. -TOTAL DEPTH— - f(j---- -
6. CUTTINGS COLLECTED YES ❑ NOF-
7. DOES WELL REPLACE EXISTING WELL? YES ❑ NOFA-1
8. STATIC WATER LEVEL Below Top of Casing: FT.
(Use '+' if Above Top of Casing)
9. TOP OF CASING IS FT. Above Land Surface'
'Top of casing terminated atlor below land surface requires a variance in accor-
dance with 15A NCAC 2C .0118
10. YIELD (g'pm): METHOD OF TEST
11. WATER ZONES (depth): tot
12. CHLORINATION: Type
13. CASING:
DRILLING LOG
Formation Description
TC 0 51 G
Amount If additional space is needed use back of form
Wail Thickness LOCA.TiON SKETCH
Depth
Diameter or weigndFt. Matenal (Show directicn and distance from at least twc Slate
From
r
To
Ft.
2 Scl�. ! /Q POL Roads, or other map reference points)
From
To
Ft.
From
To
Ft.
14. GROUT:
Depth
Material Method
From Sutbcme
To 2
Ft.
OcMl—ceatem `>ilaYl
From
To
Ft.
15. SCREEN:
Depth Diameter Slot Size Material
From _5 To (0 Ft in.- Of 6 in.
From To Ft. in. in.
From To Ft. in. in..
16. SAND/GRAVEL PACK:
Depth Size Material
From _3 To _ 6 Ft. *k1— , AP
From To Ft.
17. REMARKS:_ U )
100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND iHAT�\6�E�1 ECORD�N PROVIDED TO THE WELL OWNER.
O�
FOR OFFICE USE ONLY
Quad No:
Serial No.
SIGNATURE OF PERSON CONSTRUCTING THE WELL DATE
Submit original to Division of Water Quality, Groundwater Section within 30 days
GW-1 REV.0312000

North Carolina - Department of Envi," ,.,-,'rant and Natural Resources - Division of Water Qualit; -. ,oundwater Section
1636 Mail Service Center - Raleigh, N.C. 27699-1636-Phone [phone]
WELL CONSTRUCTION RECORD WELL CONTRACTOR: I T 1t a Y- _D t D CO �r�►�
WELL CONTRACTOR CERTIFICATION #:�
STATE WELL CONSTRUCTION PERMIT::
1. WELL USE (check Applicable sox): Residential ❑ Municipal ❑ Industrial ❑ Aericultural ❑ Monitoring
Recovery ❑ Heat Pump Water Injection ❑ Other ❑ If Other, List Use:
2. WELL LOCATION: (Show sketch of the location below)
Nearest Town: " C County: He OL C N
(Road Name and Numbers. Community, or Subdivision and Lot No.).
3. OWNER �t-eiY12�i'Sr 1?,4�5
Address
( veet or Houle o.)
VoiWLOP50NV,t Ltc. ! EC
City or Town State Zip Code
4. DATE DRILLED t2 1 ' l01
- -- - _5..... TOTAL.DEP_TH-.--
6. CUTTINGS COLLECTED YES ❑ NOS
7. DOES WELL REPLACE EXISTING WELL? Y S ❑. NO®
8. STATIC WATER LEVEL Below Top of Casing: 1 �2__ FT.
(Use'+ if Above Top of Casing)
9. TOP OF CASING IS FT. Above Land Surface'
'fop of casing terminated at/or below land surface requires a variance in accor-
dance with 15A NCAC 2C .0118
10. YIELD (gpm): METHOD OF TEST
11. WATER ZONES (depth): I A'— f S '
DEPTH, DRILLING LOG
From To Formation Desc pion
G ppT v
� I �. lJiUG2.�V i-7m ,SCi 1vL�
5 4 xc( .
12. CHLORINATION: Type Amount If additional space is needed use back of form
13. CASING:
Wal! Thickness LOCATION SKETCH
Depth Diameter or Weight/Ft. Material (Show direction and distance from at least two State
From To —7 Ft. L �� Roads, cr other map reference points)
From To Ft.
From To Ft.
14. GROUT:
Depth Material Method
From r FiC-eTo 2, .Ft. W HA l CC- M I??V C � 6`�0
From —To Ft.
15. SCREEN -
Depth Diameter Slot Size Material
From _`5 To IS Ft 92 in. -6 (D in. Q�
From To Ft. in. in.
From —To Ft. in. in.
16. SAND/GRAVEL PACK:
Depth Size Mate'
From _ To Ft. i1 S f ;
From To Ft.
17. REMARKS: M LtJ -- 7
100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A Y OF THIS CORD HAS BqUoPROVIDED TO THE WELL OWNER. .
FOR OFFICE USE ONLYr S oG
Quad No:
Serial No.
SIGNATURE OF PERSON CONSTRUCTING THE WELL DATE
Submit original to Division of Water Quality, Groundwater Section Within 30 days
GW-1 REV.03/2000

North Carolina - Department of Environment and Natural Resources - Division of Water Quality - Groundwate"r Section
1636 Mail Service Center - Raleigh, N.C. 27699-1636-Phone [phone]
WELL CONSTRUCTION RECORD WELL CONTRACTOR:
WELL CONTRACTOR CERTIFICATION #:
STATE WELL CONSTRUCTION PERMIT#:
1. WELL USE (Check Applicable Box): Residential ❑ Municipal ❑ Industrial ❑ Agricultural ❑ Monitoring
Recovery ❑ Heat Pump Water Injection ❑ Other ❑ If Other, List Use:
2. WELL LOCATION: (Show sketch of the location below)
Nearest Town: t4 '- County: H e �d 62� r_-) �
(Road Name and Numbers, Community, or Subdivision and Lot No.) DEPTH
3. OWNER (2�enl g!ti-r P,4-P OA-,S From To
Address a`(:#L ����C C2 i
( beet or Route So.) i
iP�,JFr56NVii.L8- W C_ �2_3'7i� y i3
City or Town State Zip Code
4. DATE -DR ILLED 1 uL 1$) O 1
_5....TOTAL-DEPTH ---
6. CUTTINGS COLLECTED YES ❑ NOS
7. DOES WELL REPLACE EXISTING WELL? YES NO[K
8. STATIC WATER LEVEL Below Top of Casing: iQ . FT.
(Use'+' if Above Top of Casing)
9. TOP OF CASING IS FT. Above Land Surface'
'Top of casing terminated at/or below land surface requires a variance in accor-
dance with 15A NCAC 2C .0118
10. YIELD (gpm): METHOD OF TEST
11. WATER ZONES (depth): (t7 - 1 3
12. CHLORINATION: Type Amount
13. CASING:
Depth Diameter
From0—To 3 Ft. an
From To Ft.
From To Ft.
14. GROUT:
DRILLING LOG
Formation Description
Tar) Sa r G.
TR �v F/41 5e, >K;d
If additional space is needed use back of form
Wall Thickness LOCATION SKETCH
or Weight/Ft. Material (Show direction and distance from at least twc State
5e 4. 4.0 Roads, or other map reference points)
I
Depth Material Method
From �i,-hlee To I_ Ft.
From To Ft.
15. SCREEN: Z
:p-p.s,i Cji i, PAC
�1-ev}t�/sT
Depth Diameter Slot Size Material
t
From —3--To i 3 Ft _, _ in. .01 "D in. II( --
From To Ft. in. in.
From To Ft. in. in.
16. SAND/GRAVEL PACK:
Depth Size Material
From `-� To 13 Ft. 0- 1 {
From To Ft.
17. REMARKS:_Im W, - g
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY HIS RECORD HAS B I P OVIDED TO THE WELL OWNER.
FOR OFFICE USE ONLY wal
Quad No:
Serial No.
SIGNATURE OF PERSON CONSTRUCTING THE WELL DATE
Submit original to Division of Water Quality, Groundwater Section within 30 days.
GW-1 REV. 03/2000
e
01W
81

North Carolina - Department of Envis,, _,,,lent and Natural Resources - Division of Water Qualit '-�r,oundwater Section
1636 Mail Service Center - Raleigh, N.C. 27699-1636-Phone [phone]
WELL CONSTRUCTION RECORD WELL CONTRACTOR:
WELL CONTRACTOR CERTIFICATION tt:
STATE WELL CONSTRUCTION PERMIT#:
WELL USE (check applicable Box): Residential ❑ Municipal ❑ Industrial ❑ Agricultural ❑ Monitoring `ice
Recovery ❑ Heat Pump Water Injection ❑ Other ❑ If Other, List Use:
2. WELL LOCATION: (Show sketch of the location below)
Nearest Town:-{ ' 'Jd Py S C lJ C- County: He j' . tp�Ssn.N
(Road Name and Numbers, Community, or Subdivision and Lot No.) DEPTH
3. OWNER gym- t�;-t~ PP P j0A-9 From To
Addresstt�`
( tree,. or Houle o.) j
2r50N11,c.L . 2;37`7� 7
City or Town State Zip Code
4. DATE DRILLED i Z f I
----_ _--_-_ _-_-_- -_ TOTAL —DEPTH-
— - - -
6. CUTTINGS COLLECTED YES ❑ NO$J
7. DOES WELL REPLACE EXISTING WELL? YES ❑ NO[5
8. STATIC WATER LEVEL Below Top of Casing: - P? FT.
(Use '+' if Above Top of Casing)
9. TOP OF CASING IS FT. Above Land Surface'
'Top of casing terminated atfor below land surface requires a variance in accor-
dance with 15A,NCAC 2C .0118
10. YIELD (gpm): METHOD OF TEST
11. WATER ZONES (depth):
12. CHLORINATION: Type
13. CASING:
DRILLING LOG
Formaiion Descripiion
e P .S•4 16.
TAM i=>,* S�tiCJ�
amount If additional space is needed use back of form
`PJa:i Thickness
LOCATION SKETCH
Depth Diameter or .Nei ht/Ft. Material (S^cw directicn and distance from at least two State
From To - Ft. ��•t' � U� Roads, or other map reference points)
From To Ft.
From To Ft.
14. GROUT:
Depth Material Method
From To Ft. h)4e,'-T Ce-11c"i't- I?J o-A t0
From To Ft.
15. SCREEN:
Depth Diameter Slot Size Material
From 6 To 9 Ft a'
in, so(a in.- FVC—
From To Ft. in. in.
From To Ft. in. in.
16. SAND/GRAVEL PACK:
Depth Size Material
From To Ft. Y_. S/4 Ju C
From To Ft.
17. REMARKS: �-
1 00'HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COP_ QF THIS REGARD HAS BEEN P_ROJi1DED TO THE WELL OWNER.
FOR OFFICE USE ONLY
Quad No:
Serial No.
SIGNATURE OF PERSON CONSTRUCTING THE WELL
Submit original to Division of Water Quality, Groundwater Section within 30 days
DATE
GW-1 REV. 03/2000

North Carolina - Department of Env'4 dent and Natural Resources - Division of Water Qualit,' - _, )undwater Section
1636 Mail Service Center - Raleigh, N.C. 27699-1636-Phone [phone]
WELL CONSTRUCTION RECORD WELL CONTRACTOR: I ,ld L o r, , M a Co.
WELL CONTRACTOR CERTIFICATION #:
STATE WELL CONSTRUCTION PERMIT4-:
WELL' USE (check Applicable Box): Residential ❑ Municipal ❑ Industrial ❑ Agricultural ❑ Monitoring
Recovery [] Heat Pump Water Injection ❑ Other ❑ If Other, List Use:
2. WELL LOCATION: (Show sketch of the location below)
Nearest Town:- N30 t Lei tj C- County: H L'; ,�SOm
(Road Name and Numbers. Community, or Subdivision and Lot No.)
3. OWNERS)
Address
( tree! or tiou—te o.)
City or Town State Zip Code
4. DATE DRILLED 1 �01$1 G
--- --5.--TOTAL­ DEPTH-_ W --- -
6. CUTTINGS COLLECTED YES ❑ N05Q
7. DOES WELL REPLACE EXISTING WELL? YES N0�
8. STATIC WATER LEVEL Below Top of Casing: - FT.
(Use.',' if Above Too of Casing)'
9. TOP OF CASING IS FT. Above Land Surface'
'Top of casing terminated attar below land surface requires a variance in accor-
dance with 15A NCAC 2C .0118
10. YIELD (gpm): METHOD OF TEST
11. WATER ZONES (depth): 9 -9
DEPTH DRILLING LOG
From To Formation Description
0 T p Sct r,L
i3 3r tJ:t' ;gin R u c�
12. CHLORINATION: Type Amount If additional space is needed use back of form
13. CASING:
Wail Thickness LOCATION SKETCH
Depth Diame!er or WeignVFl. Matenal (Shcvw directicn and distance from at least twc State
From To Ft. a" Poads, or other map reference points)
From To Ft.
From To Ft.
14. GROUT:
Depth . Material _ Method
From > p. t To 2- Ft. PST (Fr/1 F,U T J ✓*)L
From To Ft.
15. SCREEN:
Depth Diameter Slot Size Material
From 5 To �_ Ft 2 " in. • L � in. PUr—_
From To Ft. in. in.
From To Ft. in. in.
16. SAND/GRAVEL PACK:
Depth Size Matedfl
From To Ft. *S
From To Ft.
17. REMARKS:_ Pz-
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COP IS RECORD HAS KEY PRO IDED TO THE WELL OWNER.
FOR OFFICE USE ONLY c
Quad No: SIGNATURE OF PERSON CONSTRUCTING THE WELL DATE
Submit original to Division of Water Quality, Groundwater Section within 30 days
Serial No. GW-1 REV. 03/2000

Friction/ Total Dynamic Head Calculations and
System Curve Analysis Procedure
Clement Pappas
Mountain Home, North Carolina
November 9, 2006
The location of the pumps and connecting pipe are indicated on the Engineering Plans. The
system curve for the sizing of pumps was found by inputing parameters in an Excel spreadsheet.
Spreadsheets for each pump are attached. The following is an explanation of inputs entered and
formulas used:
Inputs:
• Pipe Diameters = 8 inches and 4 inches (Pumps 2 and 3, respectively)
• Static Head in feet
----- ------ -- --- o—Pump--2-Static Head— 177-feet — -
■ Elevation difference between pump and highest nozzle = 15.7 feet, plus
■ Working pressure at discharge of pump for system = 70 psi = 161 feet
o Pump 3 Static Head = 62 Feet
• Length to furthest point in feet
o Pump 2 Length = 2,270 feet
o Pump 3 Length = 1,464 feet
• Coefficient for PVC Pipe = 130
• Pump 2 Inputs
Loss Coeff.
Fittings (K) Quanti Size in.
Gate Valves 0.15 2 6
90 Bends 1.17 3 6
45 Bends 0.26 2 6
Tee Thru 1.8 0 6
Tee Branch 0.25 2 6
Check Valves 2•5 1 6
Outlet 0.5 1 6
• Pump 3 Inputs
Loss Coeff.
Finings
(K
uanti
Size in.
Gate Valves
0.15
1
6
90 Bends
1.17
1
6
45 Bends
0.26
0
6
Tee Thru
1.8
0
6
Tee Branch
0.25
0
6
Check Valves
2•5
1
6
Outlet
0.5
1
6
• Flow Increment = 25 gallons per minute
PAClement Pappas\Non Discharge Permit\Pump System Curve Explanation rev.doc

Formulas
Minor losses through the piping system and fittings were calculated using the following formula:
hL = K(V2/2g)
hL = Head Loss
K = Loss Coefficient
V = Velocity of flow
g = gravitational acceleration (32.2 feet per second per second)
Head Loss calculations were calculated using the Hazen -Williams empirical formula for the flow
of water in pipes at 60 OF. The formula for Head Loss in feet follows:
hL = 0.002083L (1000/C)1.85
D4.8655---
hL = Head Loss (feet) .
Q = flow (gallons per minute)
C = Loss Coefficient
D = diameter of pipe (inches)
L = length to furthest point in feet
The target performance of Pump 2 was determined by calculating the head from the elevation
difference from the pump to the highest and furthest nozzle plus the operating pressure at the
entrance to that zone (endpoint of Lateral 1). The operating pressure at this point is 70 psi and
was obtained by Clement Pappas personnel on site..
The total dynamic head and system curve was obtained from the summation of frictional losses
and Head Loss(feet) verses Flow (gallons per minute) and plotted on a graph. The graphs are
attached. This information was then compared to pump performance curves to size the pumps.
The manufacturer's pump curve is attached.
Note:
Pump 3 is oversized for its intended application. Head pressure can be manipulated by partially
closing valves. Pump 3 will be sized identical to Pump 2 in order to supply a backup in case of
malfunctions to Pumps 1 or 2.
PAClement Pappas\Non Discharge Permit\Pump System Curve Explanation rev.doc

/OS FRI 14: 22 F_9g 1 828 ���t 2897 TENCARVA ASHEVILLE '. 121 002
Model:3196 Size:3X4.8G
Group: MTX 60Hz
RPM: ,3550 Stages; I.
Job/Inq-No..: VERBAL
Purchaser : ALTAMONT ENVIROMENTAL INC
End User:. CLEMENT PAPPAS Issued by: Gene Kuykendall
Item/Equlp.No.: ITEM 001 Quotation No.: GK06-02-03 01 Date: 02/03/2006
Service :
Order No.: Certified By:
Operating Conditions Pump Performance
Liquid: Water Actual Pump Eff.: 71.0 % Suction Specific Speed: 10,167 gpm(US) ft
Temp.: 70.0 deg F Actual Pump Power. 39.9 hp Min. Hydraulic Flow: 178.7 gpm
S.G.Msc.: 1.000/1.000 cp. Min. Thermal Flow: N/A "
Flow: 500.0 gpm Rated Total Power. 39.9 hp
TGH: 215.0 ft Imp. Dla. First 1 Stg(s)-. 7.8750 in
NPSHa: 30.0 ft NPSHr. 14.7 ft - Non -Overloading Power._ 47.3 hp
- -- - --------
_--Head:--- -- - 257:0 ft _.. -
°h Solids: Vapor Press:
Max. Solids Size: 0.6880 in
Notes: 1. Power and efficiency Losses are not reflected an the curve below.
2. Elevated temperature effects on performance are not included.
a-
A01
►�■i�rr��
,1�..�..1....1.�IF
I
�
ERIC
ho
0 25 50 75 100 125 150 175 m3/hr
1T""
m
100
90
80
70
60
50
40
30
?0

AVID
�ENGIITEER+bur Bi�Fi;YDROGEOLOGY ,
50 COLLEGE ST., ASHEVILLE, NC 28801
TEL.[phone] FAC.828.281:3351
www.altamontenvironmental.com
PROJECT NO. � SHEET -OF -
CALCULATED BY �/f ?2/ DATE
L I
CHECKED BY Ay DATE I I O/ Zqcx
SCALE
T 5 Jcr
C ;-rr52_7�77
C�
-F
e

I
A n7
L
FLANGE BOLT HOLES TO
STRADDLE( j
NEB I
i
I
3. ROSEMOUNT INC. CERTIFIES THESE DRAWINGS ARE IN ACCORDANCE WITH
ROSEMOUNT ENGINEERING SPECIFICATIONS AND ACCURATELY REPRESENT
THE EQUIPMENT FURNISHED,
I
PRESSURE RELIEF VALVE AVALABLE WITH SEALED WELDED HOUSING (W1. OPTION) ONLY.
1. ADD 25 (6.4) TO TUBE LENGTH WHEN GROUNDING RINGS OR,
LINING PROTECTORS ARE ATTACHED OPTIONS.
0
REV
DESCRIPTION
CHG.NO, I
APP'D
DATE
AA
CREATE NEW TYPE 1
RTCI D0025fl
C.D.
4/IB%fl7
AS
UPDATE DRAWRI9
RTC1D11435
C.D.
5/27/02
AC
UPDATE DRAWWO
RTC1015183
M.J.M
6/2/03
AD
ADD 6-0' 150/3000 VN, AND 6-8' 9000
SLIP-11% CORRECT WEIGHTS FOR 6-8•
IRTC1021019
N.M.
1/30/OB
AE
ADD CERTIFIED NOTE -
RTC1022196
M.J.M.
8/19/05
*UNLESS OTHERWISE SPECIFIED TYPE
DIMENSIONS IN INCHES (MM)
DR. JOFkI AIt115fRONG
EMERSOM
Itioc>rsIMrro-wif t
ROSElMIOUNT'NC. CHANHASSEN, MINNESOTA
TITLE OUTLINE INSTALLATION DRAWING FOR
MODEL 8705
MAGNETIC FLOWTUBES AND WITH
INTEGRALLY MOUNTED TRANSMITTERS
SIN DRAWING NO. 08705-0022

i
I
i
•
i
I
I
I
•
i
i
BQSEMOUNT INC.
CHANHASSEN,MINN.
SIZE DRAWING NO. 08705-0022
DR
0427O.
A 04274
'
'
ISSUE
SCALE:
WT.
SHEET
2 OF 3
•
i
OVERALL LENGTH �
FLANGE
CL 70 UMB
I
BOLT HOLE
BOLT HOLE
RAISED FACE
I
CIA.
BODY DIAMETER
MOUNT PAD
BODY WIDTH
CIRCLE OIA.
DIAMETER
DIAMETER
N0. OF
EQUALLY
FLOW
TUBE
H1 OPTION
LAY
DIM ^A^
I
SPACED
WEIGHT
LENGTH
METER SIZE
DIM `A`
w/Neoprene/
DIM "Aj
DIM "B"
DIM `C"
DIM `D"
DIM "E"
DIM `G"
DIM `H"
DIM "J"
BOLT HOLES
w/Teflon/Tefzel
Gum Rubber
w/Polyuretf)one
(REF)
f.10 (2.5)
f.20 (5.1).
f.15 (3.8)
>:.06 (1.5)
f.02 (.5)
t.D6 (7.5)
6.0" (150mm), 1501b
11.81
11.79
11.811
11.00
9.50
0.88
8.50
8
105
15.0
300.0
299.5
300.0
279.4
241.3
22.4
215,9
47
381.0
6.0" (150mm). 3001b
13.06
13.04
1J.06;
12.50
10,82
0.88
8.50
12
93
16.0
(331,7)
331.2)
331.7
317.5)
7.30
12.34
(269.7
22.4
215.9
42)
406.4
6.0" (150mm), 6001b
14.23
14.17
14.191
74.00
11.50
1.12
8.50
12
120
N/A
(361,4)
11.79
(360.4)
355.6)
9,98
(253.5)
(185.4)
(313.4)
(292.1
28.4
215.9
54.48)
17.81
11.79
11,811
11,22
9,45,
0-67
8.35
8
81
15.0
6.0" (150mm), PN 10-16
3D0.0)
(299.5
(300.0
285.0)
(240.0)
22.1
(212.0
37)
(381.0)
6.0" (150mm), PN 25
11.81
11.79
11.811
11.81
9.84
.1.02
6.58
8
93
15.0
300.D
299.5
(300.0
300.0}
(249.9
25.9
218.0
42)
381.0
6.0" (150mm), PN
13.06
13.04
13.061
11.81
9,84
1.02
8,56
8
93
N/A
.40
331.7
331.2
331.7
300,0
249.9
(25.9
(218.0
42
8.0" (200mm), 1501b
13.78
13.81
13.78 ,
13.50
17.75
0.88
10.62
8
145
17.0
350.0
350.8
350.0j
342.9
(298.5)
(22.4
(269.7
(66
(431.8
15.60
15,54
15.60'
15.00
13.00
1.00
10.62
12
162
19.0
8.0" (200mm), 3001b
(396.2
394.7
396,2�
381.0
330.2
25.4
269.7
(74)
482.6
B.0" (200mm), 6001b
16.72
16.65
16.71 !
.18.50
13.75
1.25
10.62
12
200
424.7
422.9
424.4
419.1
11.92
(302.8)
8.27
(210.1)
14,28
(362.7)
(349,3
(31.8
269.7
90.80
N/A
8:0` (200mm), PN 10
13.78
13.73
13,781
13.39
11.61
0.87
10.55
B
110
17.0
350,0
340.7
350.0
340.1
-
294.9
22.1
(268.0
(50)
431.8
8.0" (200mm), PN 16
13.78
13.73
13.78�
13.39
11,61
D.87
10,55
12
110
17,0
350.0
348.7
350.0
340,1
294.9)
22.7
268.0
50)
431.8
8.4" (200mm),. PN 25
13.78
13.73
13,78
14.17
12.2D
1.02
10.94
12
162
17.0
350.0
348.7
350.0
359.9
309.9
25.9
278.0
74
431.8
8.0" (200mm), PN 40
15.60
15.54
14.7fi
12,60
1.18
11,22
12
162
N/A
396.2
394.7
(1560,.
396.2
74.9
1(374.
{320.D
30.0
285.0
7,y
METER SIZE
i
DIM 'B'
DIM 'C'
DIM 'D'
DIM 'G'
DIM 'H'
DIM 'J'
N0, OF
DIM"A"
DI' ^A"
DIM "A"
(REF)
20
+/,- ,06
+/- ,02
+/- A3
EQUALLY
.10

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ROS NMNT INC.
MINNEAPOUS,MINN.
SIZE
FSCM.NO. DRAWING NO. D8705-OD22
DR
A
04274
•
ISSUE
SCALE: WT.
SHEET 3 OF 3
• WELD NECK FLANGES
METER SIZE
�
DIM 'B'
DIM "C'
DIM 'D'
DIM 'G'
DIM 'H'
DIM 'J'
NO. OF
"A"
DIM "A"
"A"
DIM "A^
DIM "A"
(REF)
+/- .10
+/-120
DIM "E" +1-
+/- ,06
+/- .02
+/- ,03
EQUALLY
Flow
DIM
w
DIM
w 1Gum
W
(2.5)
CS.11
l (1,5)
(5)
(.8)
SPACED
TUBE
w.ffeflon
ffefcel
wlNeoprene
Rubbef
lyuretha
a
BOLT
WEIGHT
HOLES
6" 150# WN
16.66 (423)
NA
16.55 (420)
16.56
16.60
11 (279)
9.98 (253)
7.3(185)
12.34 (313)
9.5 (241)
0-88 (22)
8.5 (216)
8
125
(421)
(422)
fi" 300# WN
16-66 (423)
NA
16.55 (420)
16.56
16.60
12.5 (318)
9.98 (253)
7.3(165)
12.34 (313)
1D.62 (270)
0-88 {22}
8-5 (216)
12
163
(421)
(422}
5" 150# WN
19.21 (488)
NA
19.10 (485)
19.105
19.145
13.5 (343)
11.92 (3D3)
8.27 (210)
14.28 (363)
11,.75 (298)
0-88 (22)
1D.82 (270)
8
181
(465)
(495)
i
8" 300# WN
19-21 (488)
NA
19.10 (465)
19.105
19.145
15 (381)
11.92 (3D3)
8.27 (210)
14.28 (363)
13 (330)
1(25.4)
10.62(270)
12
235
(485)
(486)

Sep-25. 2006 10:OOAM
No 4401 P. I
2"-1---' RAM VAUVE Fit ANGER ENDS
IVI
CLOW V'ALVE COMPANY
F F -6102
2"IS04—
I '�I�I�a\l�
10
F tic. &-7--
size of bolts
125 lbs. ANSI
Std. en -Ming
b-1 5.1
C
D
SITE
Ira
'm
8S6
10
6
IOL>
al
Zi.=
-7
mi

Sep•25. 2006 10:00AM No.4401 P. 2
1 •
I Ftr,IV vA.UvLE ,
-
f r
t � -
F
E
CAST ME;kN spleci•Gknxflon ASTW
physical Proper ies
I
Minimum tensile siTnoth
3 ; ,00: Si_-
-- --- —Minimum-irsesverss_strez�tl�------------ ---
-- --
- -----
.
Chemfeal Analysis (percent)
Phosphorus (maximum)
_75
S-, - fur (ma)imur;t)
15
1
1
'
Duds€e liran / STM k536
iJinimum tensile strength
65,000 psi
Minimum yield strangth
45,000 psi
E—longation
10--12 %
IF
Hardness
78±2 !
100% Modulus (P5i)
820 !
Tensile (PS!)
5,400
E—Dongaaon {°%)
450
Seat Rubber (OR)
Hardness
75:t2
100% Modulus (PSI)
B20
Tensile (PS:)
5,400
elongation (%)
450
Compression Sei, AST�r DZ-05 Method B
18% max. '
1
E
•
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i

Sep.25. 2006 10:0OAM
-- ysi-al Propet—Ves_
1
} Minimum tensile strencctt?
I ' Minimum yisid strength
M1ini-mum elongation (In 2 Inches)
---- --- — --- ---Chemical-Analysis------------ --------------
Lead
Tin
Nickel (maximum)
Physical Properties
WPnimu-n tansiie strength
Mini-lium yield strenguh
Minimum elongation (in 2 inches)
Chemical Analysis
Copppf..
Lead (maximum)
Aluminum
Iron
[Mickel (maximum)
Zinc
Manganese
Tin (maamum)
AllERNATE
Physical Proper
Minimum tensile strength
Minimum yield strength
Minimum elongation (in 2 inches)
Gnomical Ana!ysis
Copper
Lead (maximum)
Alum, inum (n,axiinum)
;run (li?a: ir:.uT)
N\iCKe! (lia).irnwn)
Zinc (maximum-)
Silicon (n kinuim)
No.4401 P. 3
•: rt L. d C �
30,000 PSI
14,000 PSI
?a�io
4.0-6.0
1.0
37,uFjf] Psi
32,000 Psi
15% .
55.0-5010
.50-1.5
1.0- 3.0
1.0-3.0
1.0
30.i1-38.0
1.0--3.5
s
70,000 psi
40,000 PSI
G�IO
82.8
.25
2.0
5.5
5.5
2.0
2.0

i
KO -Series
KO -SERIES MULTIPURPOSE BOXES (WITH KNOCK -OUT PANELS)
SERIES
K02234
K02636
K03636
K03446
K04848
K06262
'^.
Inside Dimensions
22" x 34"
26" x 36"
36" x 36"
34" x 46"
48" x 48"
62" x 62"
Base Thickness
6"
6"
6"
6"
6"
6"
t' r `{` •.. x
Wall Thickness
5"
5"
5"
5"
5"
5"
z i
Live Load Rating
HS20
HS20
HS20
HS20
HS20
H520
Lay Length Section
K02234
K02636
K03636
K03446
K04848
K0626
__24"- __ __-24B_ __._
1.57-4# _
-_1822#__
__2295#
_ __2395# _
3099#--_.__
_
- - -- - --- -- ---
-
-
36" 36B- _
�_1873#
____ 2096#
�2713#__
-2812#
3630#
-
—
48". 48B
2299#
2589#
3392#
3542#
4519#
—
60" 60B
2869#
3387#
4222#
4456#
5628#
7719#
72" 72B
3244#
3825#
4795#
5189#
6652#
9765#
�-�- KO -SERIES TOPS
V
Section Lay
Opening
Live Load
Length
Size
Rating
Flat Top (FST) 4.5"
24" hole
HS20
Grate Inlet Top (GIT) 4"
24" x 36"
HS20
K03636
K03446
K04848
K06262
715#
550#
845#
725#
1224#
1107#
2035#
1814#
Section
Lay
Opening
Live Load
Length
Size
Rating K03636 K03446 K04848
Ditch Inlet Top (DIT)
4.5"
2" hole
30OPSF 909# 1029# 1404#
MH Ditch Top (MDT)
4.5"
22" R&C
30OPSF 856# 986# 1365#
7N.
TINDALL CORPORATION • PO BOX 1778 • SPARTANBURG, SC 29304. 864/576-3230. 800/901-8277 • FAX [phone]
Tindall
6

08/23/06 WED 10:23 FAX. 1.828 _ 2897 TENCARVA ASHEVILLE / 1
la 002
Model 3196 MTX, !_TX 725.1 A625 -
October 26, 1998
Dimensional Prints - Pump Outline Drawing (Sup.6114196)
F+--C Ap�1><, BASEC ON I. 19.5D--�t�r� DTSCNARGE�
!!! R-Ai5Ta19T. 1
COUPLING GUARD I I
APPROX. SUCTION
4
® 1/2- NPT -7. V.
1) DRIPPAN
-- °
_50� a• - Ill' NPT
BASEPLATE
DRAIN ON
-
PERKLBASE
FRP ONLY
- - - - -HG -�- - -- - - - ----- - - --- -- -- - -- - - - -- - - - - - - - -- -
%� 91655 GRIP PAh �,2q I
4--NN-0 HOLES ( OPTIONAL 1 HE wE �-�•1
1.27 wF
NA
NB
MOTOR DIMENSIONS (TEFC) BASEPLATE DIMEN5I0145
yT� HT (D-D.25) HT ID-101 HG WEIGHT
MOTORS C ON INCL. NO NO. NA No CAST CASf CAST F� NE NF NN IPON FRP
NENA IEC CPLG. IRON FRP IRON FRP IRON
Half.- I Or l.7S 1.62 4.50 142.50 .75 105 144
1437
1
90% 113
r 40 1
2 19 52 r.56 U-51 r.56 4.11 4.12 4.00 6.00 49.50 .75 15% S6
INIT
I
90L
111 4 TIT 1
3 15 50 %.19 5.06 5.19 5.06 r,75 4.75 7.50 55.50 I.DO 205 77
yA ID Ba 6.19 6.06 6_19 S.06 4.7S r.75 1.50 55.50 I.DO 205 77
4 10 6D T.T9 NA 5,rr hA 4.TS MA T.SO 57.50 1.00 2r0 NA
INET
1
100E
IS 5 65 1
104T
112N
16 5 T5 1
2111
1325
10 6 ISO 1
rA I 6D 0.19 NA 6.r4 NA .U.71 NA 7.50 57.50 I.DO 2r0 RA
215T
1
10214
2D 6 160 I
251,1 1 I6DN 2T T 255 2 PUMP DIMENSIONS ]:U3MP MODEL
2S6T 160E 24 7 200 p A15I DISCH. SUCT. CAS'G ]TJ196 RTI
15DM 26 5 975 2 NO. SIZE SSZE CLA55D I • WGT5
106 LTI
==
25
D
045 2
IBOL
2T
a
Iq30 2
-- 1
26
a
300 2
peon
29
9
STS a
----
2T
V
455 a
2DOL
90
9
640 S
_--_
29 '
9
STO 9
2256
is
l0
010 DA
---
91
IO
755 !A
225141
ar
10
950 SA
Be
ID
063 lA
--
9Y
11
1105 r
IODO it
1219 4
---
a6
II
II10 r
99
19
1S10 4A
A6o
2
3
0
6.25
9,50
220
AVAILABLE OPTIONS
AID
9
r
BG
a.25
11.00
240
BASEPLATEI
0 CAST IRON
C71PERKAOASE" Flip
O Y-NASE'm
A70 S • r 0 0.25 11.00 2r0
AOS 1 2 10 6.25 6.50 ZED
Asa
1 I/Z
3
10
■.25
5.5D
240
11655 DRIP PANT
0 FURNISNED
D NOT FURNISHED
A60 2 3 l0 6.25 9.50 250
A70 9 4 10 0.25 11,00 255
A40
3
4
1011
10.00
12.5D
Z95
G0 FLAh6E51
C31508 ANSI FLAT FACE
01505 ANSI RAISED FACE
01)00■ ANSI FLAT FACE
C3 3009 ANSI RAISED FACE
A6o r ■ 6 10 10.00 11.50 325
A00 4 C 6 106 10.00 13.50 275
ADO 4 6 Iow 10.00 13.50 936
A20
1 I/2
3
19
10.00
Ie.50
26S
CPLG. GUARD FURNISHED eTl
M GOULDS
M OTHERS
A3D 2 3 13 10.oa 11.50 295
A40 S ♦ 4 13 10.00 12.50 -50
' I I ADD 4
ALLOW INSTRUCTION NOOKDFORRDETA L-q- ace INSTRUCTION SUCTION FLANGE HAS
12-3/4-10 uhC TAPS
+ TSUCTIONA►PED POLESGFOR a009 CASING OONNLLY. FOR 900► CASING ONL
■ SUCTIDh FLANGE MA C B 13/4-10 UkC
TAPPED HOLES FOR ISO■ CASING.
I12)!/h 10 UNC TAPPED HOLE5 FOR
30011. CAST 106.
• FOR 3196 LTI. ADD 20 LBS. TO PUMP
WEIGHT GIVEN.
* TOLERANCE 15 •o -.50 FOR CAST
n e...-
CERTIFIED FOR CONSTRUCTION PURPOSES ONLY MEN SIGNED.
T 51GNATURE DATE
CUSTOMER .
wp PERT.
UUUM ]CKIRL• 1"in .0 ,
CUSTONER P.O. NO.,
BASEPLATE. ITEM NU.,
FOROR TAPPED OPENINGS REFER
TO DRAWING A04196A SERVICE. . •
ISSUE DRAPING IS NOT TO SCALE DRAWN DDT DRAWIN REVISION U
DIMENSIONS IN INCHES 7AMq
VDe-1,-vz A 0 4 4 8 l A 3110 1.
VEIGRTS (LBS) ARE APPROXIMATE . p5n14-99

WED 10:24 FAX 1 82� --14 2897 TENCARVA ASHEVILLE � f
[a 003
1.1odei 3196 MTX5 LTX
Dimensional Prints - Pump Outline Drawing
NO, SIZE 07T. PURPOSE
g 1/2
1. CASING DRAY
TC 1/2
1 LIT -PASS COF
TD 9/I3
I DISCHARGE
TE
I SUCTION GAL
'Fe WA
1 BEARING FR/
TN
OR
TN
MT)
LTX- I I nri
/4
725.1 A624
August 14,1998
(Sup. 6/30/95)
TAPPED OPENINGS
JRNJSHE NO. SIZE OTY, PURPOSE
YES NO
TLI --- 2 FRAME COOLER
TN 1/4 4 GREASE FITTIN
Xc
XF -
'
Q
TD
==T�=—
SUCTION
TE
TES
TC�
XG
TLf
-
p0
TL I,--,
TF
XH
2.25 —
7.25 --
XA
19
s
b I s-C W 4rR, 6 E
E
'T L
TL1
MTX-4.31
LTX-4.62
7.25
CERTIFIED FOR CONSTRUCTION PURPOSES ONLT WEN SIGNED.
SIGNATURE DATE
PUMP MODEL CUSTOIIER
3106 MTX GLNLY] SERIAL nv.
•XD=2.38 FOR BOOM CASING. 0 3196 LTX CUSTOMER P.O. NO.. . . . , . . . . .
g9B=3.25 FOR 9000 CASING.
&90. ON SIZE I,X4-7. 6 4X6-10
ONLY. ALL OTHERS ARE HORIZONTAL. SERVICE.
ISSUE DRAVING IS NOT TO SCALqDRAWN DDT IN RRISION ISSUE
DIMENSIONS IN INCHES 9-25-91 LAaq 19 6 A 6 0
APPROVED flA5
6=2V-91
rr.A—A■ I w/i nX Ilk Ar%el cowTFnINIIAA

SERIES H1 C ACCESS DOOR §,,Mm WWw.HollidayProducts.com
Phone [phone]
STANDARD FEATURES: HALLIDAYPRODUCTS Fax [phone]
Sales6HollidayProducts'.com
• AUTO —LOCK T-316 STAINLESS STEEL HOLD OPEN ARM WITH
RELEASE HANDLE
• T-316 STAINLESS STEEL HINGES AND ATTACHING HARDWARE
• T-316 STAINLESS STEEL SLAM LOCK WITH REMOVABLE KEY
• STAINLESS STEEL COMPRESSION SPRING ASSIST
• SINGLE LEAF CONSTRUCTION
• H2O LOAD RATING (SEE NOTES)
• EXTRUDED ALUMINUM CHANNEL. FRAME
• RECESSED LIFTING HANDLE
• LIFETIME GUARANTEE
LIFTING HANDLE
SLAM
LOCK to
--_--_-- III z o
41
0
A OPENING
A DIM. 4- 11 " (279 MM)
OVERALL
A OPENING
(COVER SHOWN IN
OPEN POSITION)
4 1/2"
(108 MM),
1 1 /2" (38 .MM) SECTION .
ALUM. COUPLING
STANDARD SIZES
QTY.
MODEL
N0.
A DIM.
INCHES
(MM)
C DIM.
INCHES
(MM)
UNIT WT.
LBS.
(KG.)
H1C2424
24 (610)
24 (610)
85 (39)
H1C2430
24 (610)
30 (762)
100 (45)
H1C2436
1 24 (610)
36 (914)
115 (52)
H1C2442
24 (610)
42 (1067)
130 (59)
H1C3030
30 (762)
30 (762)
108 (49)
H1C3036
30 (762)
36 (914)
124 (56)
-
-H1C3042-
-`30 (762)
42 (toe7)
140 (54)
H1C3048
30 (762)
48 (1219)
157 (71)
H1C3536
36 (914)
36 (914)
134 (61)
H1C3642
36 (914)
42 (1067)
151 (68)
H1C3648
36 (914)
48 (1219)
166.(75)
NOTES:
1) SUITABLE FOR USE IN OFF STREET
LOCATION WHERE NOT SUBJECTED TO
HIGH DENSITY TRAFFIC.
2) PROVIDE A FULL BED OF CLASS
"A" CONCRETE UNDER FRAME AND
SUPPORT ANGLES.
S.STL. & ALUM. POSITIVE
LOCKING HOLD OPEN ARM
WITH S.STL. SPRING ASSIST
1 /4" (7 MM) THICK DIAMOND PATTERN
ALUMINUM COVER PLATE
T-316 STAINLESS STEEL 'HINGES
WITH TAMPER PROOF FASTENERS
IMER REQUIRED
SER-HIC-N 07

---V K4: ��,V
TH
L
I)fiAV,M UY'.
;C /off ` R. BOLT LLlO ARD
I i f-r%il A or-% of m r%I NJ(' t,, TDI IrV A r rt: q 100 I r7q
x
81.1iGING1 N;Z M C.'
(CONVINCER
'E H r E T -. I OF' 5
UFACTURCO Al.
MT. A I R'r. NC
; nvfr rm -
. -4
f

• I ,
i
' I i
4xG FOUNDATION SKIDS LIGHT SWITCH w/ ELECT. RECEPTACLE
TREATED FOR GROUND —
CONTACT
-------- ., s........,,......w..,..............,...�.,.... _--� 7 —
' 1, ,I �1 /2„
C—' _--_----- —------- --� D
N--IoVE*R HEAD L►CI•IT
�/2 METALTUBING)AT (ACHED
'— —' TO ONE DOOR AS MOVEAC31_E'`:
1'—'I i 1 /h'• 2'— 4 : 1 /2" DOOR JAM
4..
7
Zj 62�
rL_oo« rt__,-\N
IE:
1.1 /0 G /9 5 —
AL L:
DRAWN BY: IDUILDING NAMC:
R. BOLT _ LEMNARD � CONVINCER
AI'Pl?0VCD UY: LCONARD OUILDINr & TRUCK ACCCSSORICS IMODCI, r,o:
1010 IIWI' 57 IvUI.'11( AIRY, 1.1!: 27030
rrinr•Jt' ([�l,ri1��'7nr,--•�r1�;7 i i
•SHEET:.'"ti 7 OF: s`�5°' '�
MANUFACTUREDrA7:;;; .._.
MT.',AIRY '' C'
D Y10. 110.1
.
100�' ;}95I3
• :,}�;,' it .

it
!i
!7 � 1"xl" METAL TUBING
ALL WOOD FLOOR SUPPORT
MBERS ARE TREATED FOR 3/4" PLYWOOD
OUND CONTACT. .010. STEEL _
SIDING
2 3 FL00R DETAIL
1 C SCALE:
3-0 I/4 -
RIDGE HEIGHT 9'-9" EACH SIDE !
ABOVE FLOOR
(HA UST FAN
_010 `_-.TI:'EL
SIDING
SAVE I-IEIGI-IT 7'- 4"
ABOVE FLOOR
-9" ABOVE FLOOR
I" 130UAIRC GALV.
EL TUBING 24 " O.C.
.DED AT It-4TERSECTIGNS
AIL
BOVE FLOOR
FLOOR OF 3/4"
:6 NOTCHED --,,, - L-z PLYWOOD
)R PLACEMENT C .......
� 2x4 JOIST SPACED
FLOOR JOIST 16" ON. CENTERS
w/ 2x4. BANDS
2 3 END WALL DETAIL
1A
i C:
1-1 /OG /95
i
.010 STEEL
SIDING
RIDGE HEICHT 8'-8 1/4"
f-- ABOVE FLOOR
.12
_.. 3' - g 1 /a" ^_._.
CEI\ITER SPACING
r
- I"xl" SOUARE GALV,
STEEL. TUBING WELDED
AT INTERSECTIONS
RAIL 3'- 7"
ABOVE FLOOR
/- FLOOR OF 3/4"
PLYWOOD
4xG NOTCHED 2x,t JOIST SPACED
FOR PLACEMENT 1G".ON CENTERS
GF FLOOR JOIST w/ 2x4 BANDS
2 3 SIDE WALL DETAIL_
. R.BOLT LI-TiONARD
APPROVED OY. LEONARD EUILDING & TRUCK ACCESSORIES
1010 I -MY 52 NORTH MOUNT AIRY. NC 27030
-- -- - -- ---- PHONE [phone]-:7852
3UILDING NAMC:
CONVINCER
MCI- NO:
A
V.
SHEET: 3 OF: :rj
uANUFACTURE•D AT.,
MT. AIRY; ` NC`.
DWG, NO.:
.1007-95C

.-.010 THICK
MLIAI. SID11,J0
-Al' B-0'fT(.)f%,4
IM TPIM
IDES AND
r 21�)RIGHT F.
\41015. �
10G/T5�'I
I.)�.�
(AM IJ114"d. 14M.;
MIN, VIN C,1�:R
7�—
LEONARD RUILDING TRUCK
ACCESSOMES
monrik'O
mpg"
2.x 6. '.'. I � 10
9 WEI 4 on 5
AAMMA-711101, Al. .—
M I. AIRY, NC
--. -p I i 717

MATERIALS LIST
r -- 12 2'-- 0" 4x6 SKIDS (TREATED) .
2 — 12'-0" 2x4 OUTSIDE BAND (TREATED)
10 10'-0" 2x4 END BANDS/JOIST (TREATED)
4 — 4'x5' SHEETS 3/4" PLYWOOD -(.TREATED)
FRAMING
7 — 236" 1"x1" GALV. STEEL TUBING
1 "x1 "
CALV.
STEEL
TUE31NC
I"x'1"
CALV.
STEEL
TUDING
26" 1 ">;1 "
GALV. STEEL
70011\11;
61-'1 /2"
1 "x'l "
CALV.
STEEL
TUBING
-
27-1/4"
1"x1"
GALV,
51-CCL
TUBING
2 --
42--1/4"
-1"x1"
CALV,
STCCL
TUSINC.
1 -
'1 / 2"
1 "x1 "
CALV.
Sl EEL
TUBING
1(31" 'I "x'1" CALV.
STCCI_ 'IUD-
I `IG
4.4- I/,,,.xI" CALV. S'lCC1.
TU01Pl0
34•-1/2"
1"x'l"
GALV.
STEEL
TUBING,
2
- 16-11 /2"
1 "x1 "
GALV.
SZCEL
' TUBIN G
COVERING
USE 10'x112' XT METAL COVERING
TRIM I
4 — 12'' 1 0" CORNER ' TRIM
1 -- 25'!-' 0" DRIP CAP
1 - 45%6" ' FLAT STOCK
1 - 72'lx3" FLAT STOCK
11 - 221'i:3" FL` AT STOCK
2 - 30'j I:2" FLAT S-I-OCK -
30i'>:72" FOAM FILLED DOOR
1 -r vLN1r ADOVE D0QFt
1 - EX i AUST FAN
1 -- SE`f I PADLOCI; AND KEY
2"x12"x11" CONCRETE BLOCK
FOR IbLOCKING -- QUANTITY
DCI'61DING UPON LGCATION
sHm: 5 OF: S
FlU)1E: DRAWN 13Y; 1 BUILOING NAML. MANVACIURCO Ai:
11/06/95 R. BOLTLEONARD CONVINCER MT. AIRY, NC
SCALE; APPROVED DY: LEONARD BUILDING & TRUCK ACCESSORIES
MODEI N0:
1010 r1WY 52 NOR711 MOUNT AIRY, NC 27030 ! DWG. NO.;
PHONE [phone]Q7-
95E

I�
PIPE SUPT.�BRKT
TANK INTERIOR
\ U-BOLT W/NUTS
K- � )
I
II I II
II � II I
II I II
I I
I i I I
II I
II II
II i II
PI -PE
( BY OTHERS)
DETAIL PIPE SUPT. BRKT