WQ0018635_Regional Office Historical File Pre 2018

1
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
October 24, 2017
Martin B. Foil, III via Email
Hinds' Feet Farm
Post Office Box 2842
Huntersville, North Carolina 28078
Subject: Non -Discharge Permit Inspection
Wastewater Surface Irrigation. System
Permit #W00018635
Facility: 14625 Black Farms Rd. SFR
Mecklenburg County
Dear Mr. Foil:
Staff of the Mooresville Regional Office (MRO) conducted a compliance inspection on October 18th, 2017.
The MRO would like to thank you for your time during the site visit. Per our previous phone and email
communication, the facility connected to Mecklenburg County Sanitary Sewer in November of 2016. 1
received your proposed lagoon closure plan by email on October 18th; 2017, after the site inspection.
The treatment system is partially dismantled, with plans to pump and back -fill the tank. The pond soil
liner is to be sampled once remaining liquid has evaporated; and, upon receipt of an acceptable soils
report, filled and regraded. The. spray field was never constructed. Please note the following comments
to maintain overall program compliance:
• The existing permit is due to expire on August 31st, 2020. You will need to maintain the permit
and annual fees until the lagoon is properly closed. Should unforeseen circumstances delay the
closure plan, it is recommended you request a permit extension at least months prior to
expiration, from the Central Office Non -Discharge Unit supervisor. You may email your request
for rescission or extension to: Nathaniel. Thorn burg CD_ncdenr.aov.
• The berm of the lagoon is overgrown with woody vegetation, should your closure plan be
delayed, the berm will need to be. maintained in accordance with permit conditions.
• Contact me prior to your lagoon liner, soils sampling event, so I may coordinate schedules
to view sample collection.
The inspection report should be self-explanatory; however, I may be reached by phone [phone]) or
email (maria.schutteQ_ncdenr.gov) with questions.
Sincerely, ti
Maria Schutte, Environmental Specialist
Mooresville Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Attachment: WWQ0018635 Inspection Report —Oct 2017
CC: Mecklenburg County Environmental Health (Email)
State of North Carolina I Environmental Quality j Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 3011 Mooresville, North Carolina 28115
704 663 1699

Vof North Carolina Department of Environmental Quality
ision of Water Resources
Roy Cooper, Governor
Michael S. Regan, Secretary
S. Jay Zimmerman, Director
NON -DISCHARGE COMPLIANCE INSPECTION
Single Family Spray/Drip Irrigation
GENERAL INFORMATION
City/Town/Owner: Martin B. Foil, III County: Mecklenburg
Permit No.: W00018635 Project Name: 14625 Black Farms Road SFR
Issuance Date: 09/01/2015 Expiration Date: 08/31/2020
Permittee Contact: Martin B. Foil, III (mfoilghindsfeetfarm.org) Work: 704-922-1424 fax: [phone]
Reason for Inspection
X ROUTINE COMPLAINT FOLLOW-UP OTHER
Type of Inspection
Collection System X Spray Irrigation Sludge Other
Inspection Date(s): October 19, 2017
Inspection Summary: (additional comments may be included on attached pates)
The spray system was never constructed. The treatment system was disabled upon connection to the Charlotte
Water municipal sanitary sewer system. This inspection was for MRO follow-up of recent events and
discussion of further proposed system and lagoon closure plans; to assist with rescission of this permit.
Please note the.following comments to maintain program compliance.:
• Reference the additional guidance comments as noted in the cover letter and coordinate lagoon
soils sampling with maria.schutte&ncdenr.jzov.
• The MRO should be informed of any changes to the contact information noted above.
Is a follow-up inspection necessary? " yes, X no
Inspector Name/Title: Maria Schutte, Environmental Specialist
Telephone No.: 704-663-1699 Fax No. 704-663-6040.
Date of Inspection: 10/19/2017

rpray/Drip Irrigation Inspection pg. 2
18635 Hinds' Feet Farm
- Are treatment facilities consistent with those outlined in the permit?
*N Do all treatment units appear to be operational? If no, note below.
Y Septic tank pumped within last 12 months?
NA Sand filter in good condition?
Comments: * Sanitary sewer connection to Charlotte Water was installed in November 2016 lines to the
treatment system disabled and the chlorination unit removed.
Disinfection
X Tablets * N Present in chlorinator? NA Proper Size?
UV System Spare bulb on hand?
Comments: * Chlorinator was removed upon connection to sanitary sewer.
Effluent Storage — Lagoon
Y Freeboard > 2 feet
N Evidence of overflow (vegetation is discolored or laying down/broken
*Y Yegetation (is there excessive vegetation on the lagoon bank)
*Y Banks/berms (are there signs of seepage, overtopping, down cutting or erosion)
NA Liner (if visible, is it intact)
Comments: *Should planned lagoon closure be excessively delayed, the berm will require maintenance in
accordance with permit conditions. The berm does not appear eroded but there is considerable woody
vegetation growth and some erosion to the ledge created within the lagoon.
Disposal (final end use) NA & NE - The permittee has never discharged because the lagoon was over-
sized for the production level; thus, land application was not necessary
Is the application equipment present and operational?
Is application equipment in need repair?
Are buffers adequate?
Are cover crops the type specified in permit? Is cover crop in need of improvement?
Signs of runoff? Signs of ponding? Signs of drift?
Rain/moisture sensor in place and operational?
Is the acreage specified in the permit being utilized?
Are there any limiting slopes in disposal fields?
Are restrictions for use of these areas specified?
Is permit being followed?
Is site access restricted in accordance with permit? If so, how? 2 strand wire fence
Is permit available upon request?
Are the operation logs present?
Are operation and maintenance records present?
Has permittee received any public complaints in the last 12 months?
Additional Comment(s): See cover letter for notes about the proposed closure plan and permit rescission.

10/18/2017
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from 610 E Center Ave, Mooresville, North Carolina 28115 to 14625 ... Page 1 of 3
Notes
Martin Foil Office 704-992-1424; cell 704-634-7059
Trip to:
14625 Black Farms Rd
Huntersville, NC 28078-8408
12.79 miles / 24 minutes
53
. . .... .. . ..... . . ..... . .................. .. . . ....... . .......... . ... -----
610 E Center Ave, Mooresville, NC 28115-2548
Download--
Free App
1. Start out going west on E Center Ave toward Cedar St. Map
0.6 Mi
0.6 Mi Total
. .. . ....... . ....... .. .... .......... ..... . ....... ... . ......
2. Turn left onto S Main St I NC-1 52. Map
1.0 Mi
S Main St is just past S Church St
1.6 Mi Total
Soiree is on the left
............
If you are on W Center Ave and reach N Broad St you've gone a little too far
.. ... ........ .. ....... ... ...................... I .......... ............
...........
t
3. S Main St/ NC-152 becomes NC-115. Map
5.7 Mi
7.3 Mi Total
4. Turn left onto Concord Rd. Map
1.6 Mi
Concord Rd is just past Depot St
9.0 Mi Total
Davidson College is on the left
If you are on S Main St and reach Chairman Blake Ln you've gone a little too far
- . - ... . .................... . .. . . . .. .. . ................ .... ...... . . . - .... ..........................
5. Concord Rd becomes Davidson Concord Rd. Pass through 1 roundabout. Mar) 2.6 Mi
11.6 Mi Total
0.4 Mi
12.0 Mi Total
0.8 Mi
12.8 Mi Total
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8/7/2014

Driving Directions from 610 E Center Ave, Mooresville, North Carolina 28115 to 14625
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from 610 E Center Ave, Mooresville, North Carolina 28115 to
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AM:= INCDENR
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North Carolina Department of Environment and Natural Resources
John E. Skvarla, III
Secretary
September 23, 2014
Hinds' Feet Farm
Post Office Box 2842
Huntersville, North Carolina 28078
Attention: Martin B. Foil III
RE: Surface Irrigation Inspection Report
Permit No. WQ0018635
Facility: Hinds' Feet Farm
Mecklenburg County, N.C.
Dear Mr. Foil,
Enclosed you will find the report for the compliance inspection that was conducted on August 5tn
2014. The treatment system appeared to be operating satisfactorily, and records were well
maintained; however, berm maintenance around the lagoon is in order for removal of
saplings. Additional issues discussed during the site visit are noted below:
• The current permit expiration date is August 315t 2015, which means an application for
renewal is due 180 days prior, about February 28t", 2014. In response to your inquiry about
the proposed sewer extension, permitting staff in Raleigh recommend you submit a written
request for permit extension when your renewal application is due.
• Per your request, I have included a copy of the lagoon closure guidance document.
• Your current permit does not specify a type of chlorine tablet; however, language in
renewing non -discharge permits does; therefore, it is recommended that you use the
specified tablets mentioned during the inspection by Barbara Sifford and noted below:
o [FOR SYSTEMS USING CHLORINE DISINFECTION]The tablet chlorinator shall be
checked weekly. Wastewater grade chlorine tablets (calcium hypochlorite) shall be
added as needed to provide proper chlorination. Pool chlorine tablets shall not be
used.
Should you have any questions about the report or the permit renewal/extension, feel free to
contact me by email or phone at 704-663-1699.
Sincerely,
'+a ; V`
Maria Schutte, Environmental Specialist
Mooresville Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDENR
Enclosure(s): Inspection Report August 2014
Guidelines for the Closure of Permitted Wastewater Ponds and Lagoons
Mooresville Regional Office, 610 East Center Avenue, Mooresville, North Carolina 28155
Phone: [phone] Internet: www,ncdenr,gov
An Equal Opportunity 1 Affirmative Action Employer — Made in part by recycled paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Resources
Pat McCrory, Governor
John E. Skvarla, III, Secretary
NON -DISCHARGE COMPLIANCE INSPECTION
Single Family Surface Irrigation
GENERAL INFORMATION
Owner: Martin B. Foil, III County: Mecklenburg
Permit #: W00018635 Project Name: Hinds' Feet Farm SFR
Issuance Date: 10/04/2006 Expiration Date: 08/31/2015
Permittee Contact: Martin B. Foil, III Telephone No.: 704-922-1424 (w)
Email Address: mfoilWna=,hindsfeetfarm.org Telephone No.: 704-922-1423 (f)
Reason for Inspection
X ROUTINE COMPLAINT FOLLOW-UP Facility Start-up
Inspection Summary: (additional comments may be included on attached pages)
The Mooresville Regional Office (MRO) conducted a facility inspection, which included the treatment
system and a records review.
The storage lagoon needs some berm maintenance for saplings.
Is a follow-up inspection necessary _yes . X no
Inspector Name/Title: Maria Schutte/Environmental Specialist
Barbara Sifford/Technical Consultant WWTP
Telephone No.: 704-663-1699 Fax No. 704-663-6040
Date of Inspection: 08/05/2014

3pray/Drip Irrigation
18635 Hinds' Feet Farah
nent facilities consistent with those outlined in the current permit.
atment units appear to be operational? If no, note below.
Lnk pumped within last 12 months?
NA Sand filter in good condition?
Page 2
Comments: * Per permittee and previous inspections the tank is pumped as necessary, and was pumped
within the past 2 years.
Disinfection
*Y Tablets Y Present in chlorinator Y Proper size
UV System Spare bulb on hand?
Comments: * The MRO recommends the use ofspecified water treatment Calcium Hypochlorite tablets as
mentioned in the cover letter.
Effluent Storage — Lagoon
Y Freeboard > 2 feet
N Evidence of overflow (vegetation is discolored or laying down/broken
* Y Vegetation (is there excessive vegetation on the lagoon bank)
*Y Banks/berms (are there signs of seepage, overtopping, down cutting or erosion)
NA Liner (if visible, is it intact)
Comments: * The MRO recommends removal of saplings from the berm. The berm does not appear
eroded, but there is some erosion to the ledge created within the lagoon.
Disposal (final end use) NA & NE — the permittee has never discharged because the lagoon was over-
sized for the current production level; therefore, land application has not been necessary.
Is the application equipment present and operational?
Is application equipment in need repair?
Are buffers adequate?
Are cover crops the type specified in permit? Is cover crop in need of improvement?
Signs of runoff? Signs of ponding? Signs of drift?
Rain/moisture sensor in place and operational?
Is the acreage specified in the permit being utilized?
Are there any limiting slopes in disposal fields?
Are restrictions for use of these areas specified?
Is permit being followed?
Is site access restricted in accordance with permit? If so, how? 2 strand wire fence
Is permit available upon request?
Are the operation logs present?
Are operation and maintenance records present?
Has permittee received any public complaints in the last 12 months?
Additional Comment(s): See cover letter for notes about proposed sewer extension permit renewal &
lagoon closure guidance.

moo®
A �
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
MARTIN B. FOIL, III — EXECUTIVE DIRECTOR
HIND'S FEET FARM, INC,
POST OFFICE BOX 2842
HUNTERSVILLE, NORTH CAROLINA 28070
Dear Mr. Foil:
March 23, 2015
Donald R. van der Vaart
Secretary
RECEIVED/NCDENR/DWR
MAR 2 6 2015
WQROS
MOORESVILLE REGIONAL OFFICE
Subject: Application No. WQ0018635
Additional Information Request
14625 Black Farms Rd. SFR
Single -Family Residence
Wastewater Irrigation System
Mecklenburg County
Division of Water Resources' Central and Regional staff has reviewed the application package received
February 12, 2015. However, additional -information is required before the review may be completed.
Please address the items on the attached pages no later than the close of business on April 22, 2015.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules and
regulations. Any oversights that occurred in the review of the subject application package are still the
Applicant's responsibility. In addition, any omissions made in responding to the outstanding items, or
failure to provide the additional information on or before the above requested date may result in your
application being returned as incomplete.
Please reference the subject application number when providing the requested information. All revised
and/or additional documentation shall be signed, sealed and dated (where needed), with three copies
submitted to my attention at the address below.
If you have any questions regarding this request, please do not hesitate to contact me at [phone] or
[e-mail]. Thank you for your cooperation.
cc:
Sincerely,
,,r -Nathaniel Thornburg, Engineer
Division of Water Resources
Fred S. Swartz — Swartz Consulting, LLC (PO Box 269, Stuart, VA, 24171)
Permit Application File WQ0018635
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, North Carolina 27599-1617
Phone: 91M07-64641Internet: htto://Portal.ncdenr.oro/web/wo
An Equal Opportunity 1 Affirmative Action Employer— Made in part with recycled paper

Mr. Martin B. Foil, III
March 23, 2015
Page 2 of 2
Condition I.1. of the permit issued October 4, 2006 required that upon completion of construction and .
prior to operation of Phase II of this permitted facility, a certification must be received from a
professional engineer certifying that the remaining permitted facilities have been installed in
accordance with the permit, the approved plans and specifications, and other supporting materials. To
date, this Engineering Certification has not been received. Accordingly, please provide this
Engineering Certification. If you are not in possession of this Certification, please contact the design
engineer Fred S. Swartz at [phone].

State of North Carolina
Department of Environment and Natural Resources
D
Division of Water Resources
,._ WATER QUALITY REGIONAL OPERATIONS SECTION
w NON -DISCHARGE APPLICATION REVIEW REQUEST FORM
Division of Water Resources
February 13, 2015
Fig 19 M5
To: O,�NQROS: Michael Parker / Andrev�P
From: Nathaniel Thornburg, Water Quality Permitting Section - Non -Discharge Permitting Unit`Lr'
PermitNumber: WQ0018635
Applicant: Martin B. Foil, III
Owner Type: Individual
Facility Name: 14625 Black Farms Rd.
Fee Category: None
Comments/Other Information:
Permit Type: Single -Family Residence Wastewater Irrigation
Project Type: Renewal
Owner in BIMS? Yes
Facility in BIMS? Yes
Fee Amount: $0 .
Attached, you will find all information submitted in support of the above -referenced application for your review,
comment, and/or action. Within 45 calendar days, please take the following actions:
® Return this form completed. ® Return a completed staff report.
❑ Attach an Attachment B for Certification. ❑ Issue an Attachment B Certification.
When you receive this request form, please write your name and dates in the spaces below, make a copy of this sheet, and
return it to the appropriate Central Office Water Quality Permitting Section contact person listed above.
RO-WQROS Reviewer:
Date:��s
Page I of r

State of North Carolina
Department of Environment and Natural Resources
D-WR Division of Water Resources
NON -DISCHARGE SYSTEM RENEWAL
Division of Water Resources FORM: NDSR 11-13
I. PERMITTEE INFORMATION:
1. Permittee's name: Hinds' Feet Farm, Inc.
2. Signature authority's name: Martin B. Foil III per 15A NCAC 02T .0106(b) Title: Executive Director
3. Permittee's mailing address: P.O. Box 2842
City: Huntersille State: NC Zip: 28070-
4. Permittee's contact information: Phone number: [phone] Email Address: [e-mail]
II. FACILITY INFORMATION:
1. Facility name: Hinds' Feet Farm, Inc
2. Facility's physical address: 14625 Black Farms Road
City: Huntersville
III. PERMIT INFORMATION:
State: NC Zip: 28078- County: Mecklenburg
1. Existing permit number: WQ0018635 and most recent issuance date: August 29, 2011
2. Existing permit type: Single -Family Residence Wastewater Irrigation
3. Has the facility been constructed? ® Yes or ❑ No
4. Demonstration of historical consideration for permit approval — 15A NCAC 02T .0120:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
FEb I G 2015
ality
_ V9�8t® � S c ®n
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.613? ❑ Yes or ® No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ® No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ® No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or ® No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or ® No
Applicant's Certification per 15A NCAC 02T .0106(b):
I,
FOI1 t J!L
Authority's name & title from Application Item I.2.)
/W 's Fee+
that this application for
(Facility name name from Application Item II.1.)
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 Resources 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.
I further certify that the Applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater
facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are
compliant with any active compliance schedule, and do not have any overdue annual fees per 15A NCAC 02T .0105(e).
NOTE — In accordance with 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 a civil penalties up to $25,000 per violation.
Signature: � - �-- Date:
FORM: NDSR 1 -13 Page 1 of 1

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
DWR 15A NCAC 02T .0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
OPERATION AND MAINTENANCE AGREEMENT
Division of Water Resources FORM: SFRWWIS O&M 08-13
Permit No. W00018635 County: Mecklenburg
Property owner(s)-as appearing on the recorded deed: Hinds' Feet Farm, Inc.
Mailing address: P.O. Box 2842, Huntersville, NC 28070
Facility address: 14625 Black Farms Road, Huntersville, NC 28078
Irrigation Method: x❑ SPRAY ❑ DRIP
I / We agree to operate and maintain the single-family residence wastewater treatment and irrigation system as follows:
1. . The Permittee is responsible for the operation and maintenance of the entire wastewater treatment and irrigation
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed.
b. The septic tank effluent filter shall be checked and cleaned annually.
c. Accessible sand filter surfaces shall be raked and leveled every six months and any vegetative growth shall be
removed manually.
d. ❑x The tablet chlorinator shall be checked weekly. Wastewater grade tablets (calcium hypochlorite) shall be
added as needed to provide proper chlorination (pool chlorine tablets shall not be used), OR
❑ The ultraviolet disinfection unit shall be checked weekly. The lamp(s) and quartz sleeve(s) shall be
cleaned or replaced as needed to ensure proper disinfection.
e. All pump and alarm systems shall be inspected monthly.
f. The irrigation system shall be inspected monthly to ensure that the system is free of leaks, that all irrigation
equipment is operating as designed, that vegetative growth does not interfere with the system inspection or
operation, that the soil is assimilating the disposed treated wastewater with no visible runoff or ponding, and
that no objectionable odors are being generated.
2. Failure to pay the annual fee shall be cause for the Division to revoke the permit pursuant to 15A NCAC 02T
.0105(e)(3).
3. The Permittee's failure to properly operate this system is subject to a penalty up to $25,000 per day.
4. Failure to meet the permit conditions or violation of the State's surface water or groundwater regulations may void
the permit.
All owners appearing on the legally recorded Property deed shall sign this Operation & Maintenance Agreement
I / We understand the above requir ments and agree to these terms as part of the issued permit.
Owner Signature: Date:
Owner Signature:
Date:
FORM: SFRWWIS O&M 08-13 Page 1 of 1

NCDENR - Facility Map
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NC Department of Environment and Natural Resources
Water Quality- Facility Map
Non -Discharge Permitting Unit :: Facility Map
What do you want to search for? Enter any part of the Permit Number: Now click this button to sE
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To see more information about a facility, click on a marker:
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(1.5A NCAC 02T .0700
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(http //portal.ncdenr.org
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(http://"portal.ncdenr.org
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NCDENR - Facility Map
http://portal.ncdenr.org/web/Wq/aps/lau/map
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................................................................
groupld=,38364#Page=31))
Q Closed -Loop Recycle Systems ® Residuals Management
(15A NCAC 02T .1000
(1.5A NCAC 02T .1100
(http://portal.ncdencorg
(http://portal.ncdenr.org
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[2] Non -Discharge Fields
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...............................................................................
8 Groundwater Remediations
Systems
(15A NCAC 02T .1600
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Q SFR Wastewater Irrigation Systems
Q High -Rate Infiltration Systems
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............................................. ................._................................. :.
[3) Non -Discharge Monitoring Wells
Phase III - Under construction.
N.C. Department of Environment and Natural Resources
1601 Mail Service Center, Raleigh, NC 27699-1601
Headquarters (Environment and Natural Resources Building): 217 W. Jones St.
Archdale Building: 512 N. Salisbury St.
Toll Free: [phone]
2 of 2 2/4/2015 3:11 PM

J.
AM A
WDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Hinds' Feet Farm
Post Office Box 2842
Huntersville, North Carolina 28078
Attention: Martin B. Foil III
Dear Mr. Foil:
Coleen H. Sullins
Division of Water Quality
August 29, 2011
RE: Inspection Report
Hinds Feet Farm
Non -discharge Permit No. WQ0018635
Mecklenburg County
Dee Freeman
Secretary
Enclosed you will find the report for the inspection that was conducted on August 26, 2011. The treatment
system appeared to be working satisfactorily. Records were in good order. The system appears to be in
compliance with your permit.
Please note that, as a result of action by the North Carolina legislature, the expiration date for your permit has
been extended until August 31, 2015. Should you have any questions, feel free to call me at 704/235-2183 or
contact me via email at: [e-mail].
Sincerely,
Peggy Finley
Environmental Specialist
Enclosure
Cc: Kelly Randall, R.S. - Mecklenburg Co. Environmental Health w/encl (email)
Clinton M. Black - CM Black Construction Co., 797 Davidson Dr., Concord 28025 w/encl (email)
MAF/hinds feet farm inspect rpt 8-26-11
610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115
Phone: [phone] FAX: [phone] Internet: http:www.//portal.ncdenr.org/web/wq
Nne
orthCarolina
An Equal Opportunity1 Affirmative Action Employer— 50% Recycled 110% Post Consumer Paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Beverly Eaves Perdue, Governor
Dee Freeman, Secretary,
Coleen H. Sullins. Director
e2
NCDENR
NON -DISCHARGE COMPLIANCE INSPECTION
Single Family Surface Irrigation
GENERAL INFORMATION
City/Town/Owner: Martin B Foil, III County: Mecklenburg
Project: Hinds Feet Farm SFR Permit # W00018635
Issuance Date: 10/4/06 Expiration Date: 8/31/15
Permittee Contact: Martin B Foil III Telephone No.: 704/992-1424 (w)
Email address: mfoilO-hindsfeetfarm org 704/922-1423 (f)
Reason for Inspection
X ROUTINE COMPLAINT FOLLOW-UP OTHER
Date of Inspection 8/23/11
Inspection Summary•
The treatment system is operating satisfactorily. Records were in good order.
The permittee is making preparations to begin the second building phase; the construction of
the six -bedroom residence. He was advised that a permit modification must be obtained from
the division and was provided with a copy of the application.
Is a follow-up inspection necessary yes no _X_
Inspector's Name/Title: Peggy Finley, Env. Specialist; Maria Schutte, Senior Env. Technician
Telephone No. 704/235-2183 Fax No. 704/663-6040

e
NCDENR
Borth Carolina Department of Environment and Natural Resources
Pat M-D-01-Y
Governor
February 13, 2015
Martin B Foil III
PO Box 2842
Huntersville, NC 28070
Dear Mr. Foil III:
Donald R. van der Vaart
Secretary
Subject: Acknowledgement of
Application No. WQ0018635
14625 Black Farms Rd SFR
SFR System
Mecklenburg County
The Water Quality Permitting Section acknowledges receipt of your permit application and
supporting documentation received on February 12, 2015. Your application package has been assigned
the number listed above, and the primary reviewer is Nathaniel Thornburg.
Central and Mooresville Regional Office staff will perform a detailed review of the provided
application, and may contact you with a request for additional information. To ensure maximum
efficiency in processing permit applications, the Division of Water Resources requests your assistance in
providing.a timely and complete response to any additional information requests.
]Tease note that processing standard review permit applications may take as long as 60 to 90 days
after receipt of a complete application. If you have any questions, please contact
Nathaniel Thornburg at [phone] or [e-mail].
Sincerely,
Cjx Jon Risgaard, Supervisor
Division of Water Resources
cc: 1looresviilile e ion?l'Ofceaka �ualygimnal re a ioaasJSe
Permit File WQ0018635
Mon -Discharge Permitting Unit
t817 04ail Service Center. Raleigh, idoilii Carolina 27699-1617
Phone: [phone]', Internet: httr):l I)oilaLI icdenco�f.�,�ebhr,q
n 5ruat r)000"Li nits AMr;T' lli? ,,tirr• _m:CIT(& - 44:.ri� n _vi Fn,:dr-,d oar2,

Ramah Creek Sewer Interceptor Schedule
Revised June 18, 2014
Task Description
Estimated Date
of Completion
NC CWMTF Board approves release of conservation
easements
12/17/2013
Complete
Easement acquisition from private land owners (except
for Catawba Lands Conservancy easements)
3/2/2014
Complete
Obtain Sediment and Erosion Control Permit
3/10/2014
Complete
EA review process complete, FONSI Issued
4/23/2014
Complete
Obtain NC DOT R/W Encroachment Permit
5/16/2014
Complete
CWMTF conservation easements acquisition finalized
5/29/2014
Complete
Easement acquisition of parcels with Catawba Lands
Conservancy easements - finalized
6/30/2014
In progress
Project ready to be advertised for construction except for
EA, easement finalization & final permits
6/30/2014
NCPERCS issues sewer extension permit
8/1/2014
Advertise for construction
8/4/2014
Construction bid opening
9/2/2014
NTP for construction
10/28/2014
Complete construction
4/20/2016
Acronyms:
CWMTF = Clean Water Management Trust Fund (designated land conservation)
EA = Environmental Assessment
PERCS = Pretreatment, Emergency Response and Collection System (sewer permitting)
FONSI = Finding of No Significant Impact (this is the desired end result of the EA review)
DOT = Department of Transportation
R/W = Right -of -Way
NTP = Notice to Proceed

OF W A TFR
O Y 4�
Martin B. Foil, III
Hinds' Feet Farm, Inc. FD
P.O. Box 2842
Huntersville, NC 28070
Dear Mr. Foil:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 4, 2006
(Q-bl E 0 W - E
OCT 2 4 2006r
r
Protection
Alan W. Klimek, P.E. Director
Division of Water Quality
Permit No. WQ0018635
Hinds' Feet Farm SFR
Surface Irrigation Facility
Mecklenburg County
In accordance with your permit renewal and name change request received April 17, 2006 and additional
information received September 11, 2006, we are forwarding herewith Permit No. WQ0018635, dated
October 4, 2006, to Hinds' Feet Farm, Inc. for the continued operation and final construction of the
subject single family wastewater treatment and surface irrigation facilities. Please note that the attached
Enizineer's Certification must be submitted when the remainder of the facility has been constructed.
This permit shall be effective from the date of issuance until August 31,244,1, shall void Permit No.
WQ0018635 issued December 13, 2000, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the operation, maintenance, and 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.
An extension shall be requested at least six (6) months prior to the expiration of this permit. Upon receipt
of the request the Commission will review the adequacy of the facility 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.
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.
Please contact Debra Watts at [phone] if you need additional information concerning this matter.
Sincerely,
46%- � VIA
Alan W. Klimek, P. E.
cc: Mecklenburg County Health Department
:oor—Mlle MF et�on�l -r--�catection Sectic
Technical Assistance and Certification Unit
APS Central Files (WQ0018635) one
Notebook Files NorthCarolina
Naturally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

do
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SINGLE FAMILY RESIDENCESURFACE` IRRIGATION PERMIT
In accordance with the provisions of Article 21 of Chapter 141, General Statutes of North Carolina as
amended, ar@ otiti.4pplicable Laws, -,Rules, aro Regulations
PERMISSION IS HEREBY GRANTED TO
Hinds' Feet Farm, Inc.
Mecklenburg County
FOR THE
Final construction and continued operation of a 900 gallon per day surface irrigation wastewater treatment
and disposal system consisting of a 1,358 gallon Cromaglass wastewater treatment system with
chlorination disinfection unit, visual and audible alarms, a 27,000 gallon holding pond for 30-day storage,
and a 32,060 square foot (0.74 acre) spray irrigation area, and all associated piping and appurtenances, to
serve the Hinds' Feet Farm with no discharge of wastes to the surface waters, pursuant to the application
received April 17, 2006, and in conformity with the project plans, specifications, and other supporting
data previously 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 August 31, 2011, shall void Permit No.
WQ0018635 issued December 13, 2000, and shall be subject to the following specified conditions and
limitations:
I. PERFORMANCE STANDARDS
Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. If this project is to be completed in phases and partially certified, you
shall retain the responsibility to track further construction approved under the same permit, and
shall provide a final certificate of completion once the entire project has been completed. Mail
the Certification to the Land Application Unit, 1636 Mail Service Center, Raleigh, NC 27699-
1636.
2. The Mooresville Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours in advance of operation of the installed facilities so that an in -place
inspection can be made. Such notification to the regional supervisor shall be made during the
normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays.

3. The surface irrigation facilities shall be effectively maintained and operated at all times so that
there is no discharge to 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, such as the
construction of additional or replacement wastewater treatment and disposal facilities.
4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface or ground waters resulting from the operation of this facility.
5. 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.
6. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
7. 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,
c. 100 feet between wetted area and wells,
d. 100 feet between wetted area and drainage ways or surface water bodies,
e. 50 feet between wetted area and public right of ways,
f. . 100 feet between treatment/storage units and any wells, and
g. 50 feet between treatment units and property lines.
8. The pump tank(s) shall have functional audible and visual high water alarms that are external to
any structure.
9. The disposal system shall be connected to a rain or moisture sensor that shall indicate when
wastewater application is not appropriate in accordance with Condition II(4).
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and surface irrigation facilities by the Water
Pollution .Control System Operators Certification Commission (WPCSOCC), the Permittee
shall designate and employ a certified operator to be in responsible charge (ORC) and one or
more certified operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC
8G .0201. The ORC shall visit the facilities in accordance with 15A NCAC 8G .0204 or as
specified in this permit and shall comply with all other conditions specified in these rules.
3. A suitable year round vegetative cover 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 irrigation field.
6. The application rate shall not exceed a cumulative loading of 23 inches over any twelve (12)
month period at an instantaneous application rate not to exceed 0.50 inches per hour.
7. 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.

8. No type of wastewater other than that from the Hinds' Feet Farm 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. The irrigation field shall be fenced with at least a two -strand wire fence.
11. Wastewater treatment units open to the atmosphere shall have restricted access and pump
control panels shall be locked.
12. The Permittee is responsible for the operation and maintenance of the entire treatment and
disposal system including, but not limited to, the following,items:. .
a. The solids retention section of the Cromaglass wastewater treatment system shall be
checked annually and pumped out as needed.- The mixed liquor suspended solids (MLSS)
concentration shall not exceed 500 milligrams per liter. MLSS records shall be kept at the
facility.
b. The dissolved oxygen concentrations shall be maintained at 3.5 to 4.5 milligrams per liter.
Records of the dissolved oxygen concentrations shall be kept at the facility.
c. The tablet chlorinator shall be checked every week. Tablets shall be added to provide
proper chlorination.
d. The storage, pump, and alarm systems shall be inspected weekly. Any scum layer shall be
removed at the same interval as the Cromaglass tank is cleaned out.
e. The system shall be inspected monthly to make certain of the proper operation of the spray
heads, that the vegetative growth allows a proper spray pattern, that the soil is assimilating
the disposed treated wastewater with no surface runoff, and that no objectionable odors are
being generated.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring 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. The Permittee shall maintain records of all maintenance performed on the system and irrigation
area, as required in Condition II(l2) for. a minimum of five years. This information shall be
provided to the Division upon request.
3. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next working
day, following the occurrence or first knowledge of the occurrence of any of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater treatment, such as mechanical or electrical failures of
pumps, spray heads, etc.; or
b. Any failure of a pumping station or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or
facility.
3

IV
V.
1/ I
Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at telephone number [phone] or [phone]. Persons reporting
such occurrences by telephone shall also file a written report in letterform within five (5) days
following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
GROUNDWATER REQUIREMENTS
1. Any additional groundwater quality monitoring as deemed necessary by the Division shall be
provided.
2. The COMPLIANCE BOUNDARY for the disposal system as specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards, for a disposal system individually
permitted after December 31, 1998 is established at either 250 feet from the waste disposal
area or 50 feet within the property boundary, whichever is closest to the waste disposal area.
Any 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
General Statue 143-215.6A(a)(1).
The REVIEW BOUNDARY for the disposal system as specified in regulations in 15A NCAC
2L is established around the disposal system midway between the Compliance Boundary are
the perimeter of the waste disposal area. Any exceedance of Groundwater Quality Standards
At the Review Boundary shall require remediation action on the part of the permiee.
INSPECTIONS
Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure
proper operation of the subject facilities.
2. 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.
GENERAL CONDITIONS
This permit shall become void 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.
This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division accompanied by 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 may or may not be approved.
4. Upon the availability of a municipal or regional sewerage collection system, the subject
wastewater treatment facilities shall be abandoned and all wastewater discharged into the
municipal or regional sewerage system.
5. 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.
4

6. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government agencies
(local, state, and federal), which have jurisdiction.
7. This permit may be revoked if the Permittee fails to abide by the conditions of the "Operation
and Maintenance Agreement" previously signed by the Permittee.
8. The Permittee shall retain a set of approved plans, specifications, and operation and
maintenance manual of the subject facility for the life of the project.
9. The Permittee shall pay the annual administering and compliance fee within 30 days of 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).
10. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, 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.
Permit issued this the 4th day of October, 2006
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
aw, J,,V
Alan . Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0018635

Permit No. WQ0018635
October 4, 2006
ENGINEER'S CERTIFICATION
Partial Final
I, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
Project Name
Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting
materials.
Signature
Date
Registration No.
R

o 3;--i A N1) A a1'-ITRNANC E AGREI.+��MENT
__ r setiH;ivd; 'AS1EWA.lERTREATMENTSYSTEM
Property Owner(s): _ Hinorlc' FPPt Farm Tnn
1. .f_ .1 .._ _ ♦ .t .S. _ T T !• yr _ •. +r ..
Facility Address: 14625 Black Farms Roan• u„ ntersville NC 2R0?R
Disposal Method: SPRAY HUZIGATION o DRIP IRRIGATION (Check One)
County: Mecklenburg Permit No. W00018635
I agree to operate and maintain the wastewater treatment system as follows:
1. The Permittee is responsible for the operation and maintenance of the e1ti,•P fi,eat;nerit and ,dis„n�nT
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be
checked and cleaned at the same frequency of the septic tank.
b. The sand filter surface shall be raked and leveled every six (6) months and any vegetative growth
shall be removed by hand [Above ground sand filters only].
c. Check one:
The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide
proper chlorination.
o The ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned
and/or replaced to ensure proper disinfection.
d. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same time interval as the septic tank is pumped out.
e. The irrigation system shall be inspected monthly to make certain of proper operation, that
vegetative growth does not interfere with the system inspection or operation, that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no objectionable
odors are being generated.
2. Failure of the Permittee to properly operate this system is subject to a penalty up to $25,000 per day.
3. Failure to meet the permit conditions or violation of the States surface or groundwater regulations
will require evacuating the dwelling and may void the permit.
I understand the above requirements and agree to these terms as part of the issued permit.
ISi'! ature s : Z13 Date:
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Date: t�-/) _ o �
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DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
September 28, 2006
MEMORANDUM
D C C E0WIE
SEP 2 9 7nn6
NC DENR MRO
DWQ -Aquifer Protection
TO: PEGGY FINLEY � t'L �r��� L- O FFi C v
FROM: THOMAS SLUSSER
RE: MAP FOR HINDS' FEET FARM, INC.
Permit #WQ0018635
ATTACHED IS THE UPDATED SITE MAP THAT YOU REQUESTED, SHOWING THE
LOCATION OF THE WATER SUPPLY WELL OBSERVED DURING YOUR INSPECTION. I
AM SENDING IT TO YOU BECAUSE I THINK IT WILL BE USEFUL FOR FUTURE
INSPECTIONS AND THAT IT WILL BE AVAILABLE LONGER THAN HERE IN CENTRAL
FILES.
TODAY I SUBMITTED THE PERMIT TO DEBRA WATTS FOR SIGNATURE, SO YOU
SHOULD BE GETTING A COPY OF THAT IN A WEEK OR SO. LET ME KNOW IF YOU
HAVE ANY QUESTIONS.
Attachment: site map.

cr .
AQUIFER PROTECTION SECTION
APPLICATION REVIEW REQUEST FORM
-J
Date: May 2, 2006
To: ❑
Landon Davidson, ARO-APS
❑
Art Barnhardt, FRO-APS
r'+
A drew tlaer, M�ROO -AP
-a r 'rnmerman, RRO-APS
From: Thomas Slusser, , Groundwater Protection Unit
Telephone [phone]
E-Mail. thomas.slusser(acr�,ncmail.net
A. Permit Number: 09 _8 3.5
B. Owner: MARTIN FOIL
C. Facility/Operation: MARTIN FOIL - SFR
❑ Proposed ® Existing
D. Application:
❑ David May, WaRO-APS
❑ Charlie Stehman, WiRO-APS
❑ Sherri Knight, WSRO-APS
Fax:
❑ Facility
IS
MAY ~ 3 26
❑ Operation
1. Permit Type: ❑
Animal
® Surface Irrigation ❑ Reuse
❑ H-R Infiltration
❑
Recycle
❑ VE Lagoon ❑ GW Remediation
(ND)
❑
UIC - (5QW) closed loop water only geothermal
For Residuals:
❑
Land App. ❑ D&M
❑ Surface Disposal
❑
503 ❑ 503 Exempt
❑ Animal
2. Project Type: ❑
New ❑
Major Mod. ❑ Minor Mod. ® Renewal
❑ Renewal w/ Mod.
E. Comments/Other Iuformation: ❑ I would like -to accompany you on a site visit.
Attached, you will find all information submitted in support of the above -referenced application for your
review, continent, and/or action. Within 30 calendar days, please take the following actions:
® Return a Completed Form APSSRR.
❑ Attach Well Construction Data Sheet.
❑ Attach Attachment B for Certification by the LAPCU.
❑ Issue an Attachment B Certification from the RO*.
Remember that you will be responsible for coordinating site visits, reviews, as well as additional
information requests with other RO-APS representatives in order to prepare a complete Attachment B for
certification. Refer to the RPP SOP for additional detail.
When you receive this request form, please write your name and dates in the spaces below, make a copy
of this sheet, and return it to the appropriate Central Office -Aquifer Protection Section contact person
listed above.
RO-APS Reviewer: Date:
FORM: APSARR 02/06 Page 1 of 1

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 1, 2006
Martin Foil; III
Hinds' Feet Farm, Inc.
P. O. Box 2842
Huntersville, NC 28070
Subject: Acknowledgement of Application No. WQ0018635
Foil Martin B-Foil Property SFR
Surface Irrigation System - SFR
Mecklenburg
Dear Mr. Foil, III:
The Aquifer Protection Section of the Division of Water Quality (Division) acknowledges receipt of your permit
application and supporting materials on April 17, 2006. This application package has been assigned the number
listed above and will be reviewed by Thomas Slusser.
The reviewer will perform a detailed review and contact you with a request for additional information if necessary.
To ensure the maximum efficiency in processing permit applications, the Division requests your assistance in
providing a timely and complete response to any additional information requests.
Please be aware that the Division's Regional Office, copied below, must provide recommendations prior to final
action by the Division. Please also note at this time, processing permit applications can take as long as 60 - 90 days
after receipt of a complete application.
If you have any questions, please contact Thomas Slusser at 919-715-6166, or via e-mail at
[e-mail]. If the reviewer is unavailable, you may leave a message, and they will respond
promptly. Also note that the Division has reorganized. To review our new organizational chart, go to
http://h2o.enr.state.ne.us/documents/dwq orgchart.pd£
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS
PROJECT.
Sincerely,
for Debra J. Watts
Supervisor
cc: Mooresville Regional Office, Aquifer Protection Section'i
Permit Application File WQ0018635
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterguality.org Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
NorthCarolina
Aattmally
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION SYSTEM
PERMIT RENEWAL APPLICATION
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Application Number: M/UeV00 l g6 3,5--
Note: Attach Form SFR O&M 09/05, and attach Form PNOCF 09/05 (if necessary).
I. GENERAL INFORMATION:
1. Applicant's name (Property owner(s)): Hinds' Feet Farm Inc.
2. Complete address of applicant(s): P.O. Box 2842
City: Huntersville State: NC
Zip: 28070
Telephone number: 704 992-1424 Facsimile number: 704 992-1423
Email Address: mfoilna,hindsfeetfarm.org
3. Complete address of the treatment and disposal site (if different than above): 14625 Black Farms Road
City: Huntersville State: NC Zip: 28078
4. County where project is located: Mecklenburg
II. PERMIT INFORMATION:
I. What is the existing permit number WQ0018635 and the issuance date 12/13/00
2. Has the treatment and disposal system been constructed? Z Yes F1 No
3. If the system has not been constructed, would you like to rescind your permit (i.e. the permitted facilities
will not be needed)? Yes FJ No
Applicant's Certification:
I, Martin B. Foil III , attest that. this application for Hinds' Feet Farm, Inc.
has been reviewed by me and is
accurate and complete to the best of my knowledge. I understand that if all required parts of this application 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 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 .
Signature: 3
Date:
RECEIVED / OENR / OVVQ
AQUIFER PROTEC71ON SECTION
APR 17 2006
FORM: SFR-SIA-R 09-05 Page 1 of 1

OPERATION AND MAINTENANCE AGREEMENT
SINGLE FAMILY RESIDENCE WASTEWATER TREATMENT SYSTEM
DIVISION OF WATER QUALITY
Property Owner(s): Hinds' Feet Farm Inc
Mailing Address: P.O. Box 2842 Huntersville NC 28070
Facility Address: 14625 Black Farms Road Huntersville NC 28078
Disposal Method: SPRAY IRRIGATION o DRIP IRRIGATION (Check One)
County: Mecklenburg Permit No. WQ0018635
I agree to operate and maintain the wastewater treatment system as follows:
I. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be
checked and cleaned at the same frequency of the septic tank.
b. The sand filter surface shall be raked and leveled every six (6) months and any vegetative growth
shall be removed by hand [Above ground sand filters only].
c. Check one:
XThe tablet chlorinator shall be checked every week. Tablets shall be added so as to provide
proper chlorination.
o The ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned
and/or replaced to ensure proper disinfection.
d. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same time interval as the septic tank is pumped out.
e. The irrigation system shall be inspected monthly to make certain of proper operation, that
vegetative growth does not interfere with the system inspection or operation, that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no objectionable
odors are being generated.
2. Failure of the Permittee to properly operate this system is subject to a penalty up to $25,000 per day.
3. Failure to meet the permit conditions or violation of the State's surface or groundwater regulations
will require evacuating the dwelling and may void the permit.
I understand the above requirements and agree
to these terms as part of the issued permit.
�G©tS �S;gnature(s): ~= Date:
: J-VG NofjTy'�•.. ,�� Date:
��
0 ; Q Notary9 to e: Date: 1(
ti
z M' hael C. Marshall
k. ►t Sgal: � cX d 47
Q� Commission Expiration: Gci�C'
y� Q :' .
� a��ios

DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
May 2, 2006
MEMORANDUM
TO: ANDREW PITNER, MOORESVILLE REGIONAL OFFICE
FROM: THOMAS SLUSSER
RE: MARTIN FOIL — SFR PERMIT RENEWAL
PERMIT # WQ0018635
r'
GREETINGS ANDREW,
0 IE 0 XlE
MAY - 410,]l
NC ®ENR MRO
DWQ -aquifer Protection
I FORGOT TO INCLUDE A COPY OF THE PREVIOUS PERMIT WHEN I SENT THE OTHER
REVIEW MATERIALS FOR THIS PERMIT RENEWAL. ATTACHED IS A COPY OF THE
PERMIT.
I: m

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T, Stevens, Director
December 13, 2000
Martin B. Foil
Martin B. Foil
9621 Harris Glen Drive
Charlotte, NC 28269
Dear Mr. Foil:
11kT?0W'A
NCDENR
NORTH CAROLINA DEPARTMENT OF ..
ENVIRONMENT AND NATURAL RESOURCES
Subject: PERMIT NO. WQ0018635
Martin B. Foil
Single Family Residence
Spray Irrigation Facility
Mecklenburg County
In accordance with your request received June 19, 2000, we are forwarding herewith Permit No.
WQ0018635, dated December 13, 2000, to Martin B. Foil for the continued operation of the subject single
family wastewater treatment and spray irrigation facilities.
This permit shall be effective to the date of issuance until November 30, 2005, 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.
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.
One set of approved plans and specifications is being forwarded
information concerning this matter, please contact Susan Cauley at (919) 73�
i.1
,,,/Kerr T. Stevens
cc: Mecklenburg County Health Department
Mooresville Regional Office, Water Quality Section
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit
ou. If you need additional
3 extension 546.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
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NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SINGLE FAMILY SPRAY IRRIGATION 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
Martin B. Foil
Mecklenburg County
FOR THE
construction and operation of a 900 GPD spray irrigation wastewater treatment and disposal system consisting
of a 1358 gallon Cromaglass wastewater treatment system with chlorination disinfection unit, visual and
audible alarms, a 27,000 gallon holding pond for 30-day storage, and a 32,060 square foot spray irrigation area
to serve the Martin B. Foil Residence, with no discharge of wastes to the surface waters, pursuant to the
application received June 19, 2000, 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 November 30, 2005, and shall be subject to
the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. If this project is to be completed in phases and partially certified you shall
retain the responsibility to track further construction approved under the same permit and shall
provide a final certificate of completion once the entire project has been completed. - Mail the
Certification to the Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC
27699-1617.
2. The Mooresville Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours in advance of operation of the installed facilities so that an in -place
inspection can be made. Such notification to the regional supervisor shall be made during the
normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays.
3. 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.
4. 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.
5. A leakage test shall be performed on the septic tank and dosing tank to insure that any exfiltration
occurs at a rate which does not exceed twenty (20) gallons per twenty-four (24) hours per 1,000
gallons of tank capacity..The engineer's certification will serve as proof of compliance with this
condition.
6. If excavation into bedrock is required for the installation of the septic tank or sand filter, the pit
shall be lined with a 10 mil synthetic liner.
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.
Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
10. 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,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between treatment/storage units and any wells, and
g) 50 feet between treatment units and property lines.
II. OPERATION AND MAINTENANCE REQUIREMENTS
The facilities shall be properly maintained and operated at all times.
Upon classification of the facility by the Water Pollution Control System Operators Certification
Commission (WPCSOCC), the Permittee shall 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 6r greater 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 II, 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. Once the facility is classified, the
Permittee must submit a letter to the WPCSOCC which designates the operator in responsible
charge within thirty days after the wastewater treatment facilities are 50% complete.
3. A suitable year round vegetative cover of pasture grasses 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.
2

6. The application rate shall not exceed a cumulative loading of 0.04 gallons per square foot per day
(23 inches per 12 months) at an instantaneous application rate not to exceed 0.5 inches per hour.
7. 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.
8. No type of wastewater other than that from the Martin B. Foil Residence shall be sprayed onto the
irrigation area.
9. In the event that the sprinkler heads fail to achieve the design diameter of 105 feet due to
obstructions, the obstructions_shall be removed or the sprinkler heads shall be raised and supported
to such height that the design diameter is achieved.
10. No traffic or equipment shall be allowed on the disposal area except while installation occurs or
while normal maintenance is being performed.
11. The spray irrigation field shall be fenced with at least a two strand wire fence.
12. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a. The solids retention section of the Cromaglass wastewater treatment system shall be checked
annually and pumped out as needed. The mixed liquor suspended solids (MLSS)
concentration shall not exceed 500 milligrams per liter. MLSS records shall be kept at the
facility.
b. The dissolved oxygen concentrations shall be maintained at 3.5 to 4.5 milligrams per liter.
Records of the dissolved oxygen concentrations shall be kept at the facility.
b. The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide
proper chlorination.
c. The storage, pump, and alarm systems shall be inspected weekly. Any scum layer shall be
removed at the same interval as the Cromaglass tank is cleaned out.
d. The spray system shall be inspected weekly to make certain of the sprayers proper operation,
that the vegetative growth allows a proper spray pattern, that the soil is assimilating the
disposed treated wastewater with no surface runoff, and that no objectionable odors are being
generated.
III. MONITORING AND REPORTING REQUIREMENTS
Any monitoring 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. The Permittee shall maintain records of all maintenance performed on the system and irrigation
area, as required in Condition II 12 for a minimum of five years. This information shall be
provided to the Division upon request.
3. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
3

a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater treatment, such as mechanical or electrical failures of pumps, spray
heads, etc.; or
b. Any failure of a pumping station or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or
facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form
within five (5) days following first knowledge of the occurrence. This report must outline the
actions taken or proposed.to be taken to ensure that the problem does not recur.
IV. GROUNDWATER REQUIREMENTS
Any additional groundwater quality monitoring, as' deemed necessary by the Division shall be
provided.
2. The COMPLIANCE BOUNDARY for the.disposal system is specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary for the
disposal system individually permitted after December 31, 1998 is established at either (1) 250
feet from the waste disposal area, or (2) 50 feet within hte property boundary, whichever is closest
to the waste disposal area.
An exceedance of Goundwater Quality Standards at or beyond the Compliance Boundary is
subject to immediate remediation action in addition to the penalty provisions applicable under
General Statute 143-215.6A(a)(1).
In 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 area.
Any exceedance of standards at the Review Boundary shall require remediation action on the part
of the permittee.
IV. INSPECTIONS
Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure
proper operation of the subject facilities.
2. 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.
V. 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.
4

3. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division accompanied by 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 may or
may not be approved.
4. Upon the availability of a municipal or regional sewerage collection system, the subject
wastewater treatment facilities shall be abandoned and all wastewater discharged into the
municipal or regional sewerage system.
5. 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.
6. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
7. This permit may be revoked if the Permittee fails to abide by the conditions of the "Operation and
Maintenance Agreement" previously signed by the Permittee.
8. A set of approved plans and specifications for the subject project must be retained by the Permittee
for the life of the project.
9. The annual administering and compliance fee must be paid by the Permittee within 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).
10. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, 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.
Permit issued thisstt 13th day of December 2000.
NORTH OLINA E IR ENTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0018635
5

Finley, Peggy
From: Snider, Lon
Sent: Tuesday, July 17, 2012 3:22 PM
To: Finley, Peggy
Subject: Black Farm Rd.
Peggy,
According to Chuck Bliss( 704-391-5095) with CMUD the project is fully funded and waiting on the environmental
assessment & property acquisition.
The schedule for construction to begin in late 2013 with a construction phase of about 1.5 years to complete.
The project does not include side streets.
Thanks,
Lon Snider - [e-mail]
Environmental Specialist
North Carolina Department of Environment & Natural Resources
Division of Water Quality - Surface Water Protection Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Ph:704.663.1699 Fax:[phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
1

Finley, Peggy
From:
Watts, Debra
Sent:
Thursday, August 25, 2011 2:05 PM
To:
Finley, Peggy
Cc:
Risgaard, Jon; Thornburg, Nathaniel; Watts, Debra
Subject:
RE: Hinds Feet Farms WQ0018635
Hi Peggy
Just talked to Nathaniel this morning (Nathaniel use to issue these permits under 2H). You were right in that they will
need to send in a modification to change this permit type from a Single Family Resident to a Spray Irrigation'System.
Since permit was issued under 2H, we will try to grandfather it, but here's the problem — they will still have to verify that
they can stay under 900 gal/day. When we originally permitted the SFR, they were evaluated by how many bedrooms
they were proposing. Now that we are evaluating a care -type facility, the facility will be evaluated by how many beds
they will have, whether they will have laundry facilities, etc. If they still meet the 900 gal/day, they will have little
changes to their permit (e.g. ORC required, monitor effluent, etc.). If they don't meet the 900 gal/day, they'll have to
meet 2T, which will include a soils report, etc.
That's about the most I can help with. For further questions, I would suggest talking to Jon Risgaard, since his unit will
get the modification, or Nathaniel Thornburg. Thanks Peggy!. Debra
Debra J. Watts, Supervisor
Groundwater Protection Unit
Aquifer Protection Section
919-715-6699
DISCLAIMER: Per Executive Order No. 150,all a -mails sent to and from this account are subject to the North Carolina
Public Records Law and may be disclosed to third parties.
From,. Finley, Peggy
Sent: Thursday, August 25, 2011 1:22 PM
To: Watts, Debra
Subject: Hinds Feet Farms WQ0018635
Has any guidance been offered regarding this permit?
maf
Please note the change in email address
Peggy Finley - [e-mail]
North Carolina Dept. of Environment & Natural Resources
Div. of Water Quality - Aquifer Protection Section
Iredell County Government Center
610 E Center St., Suite 301
Mooresville, NC 28115
Ph: [phone] Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

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Finley, Peggy
From: Marty [[e-mail]]
Sent: Monday, June 22, 2009 11:17 AM
To: Finley, Peggy
Subject: RE: Wastewater Treatment & Disposal System
That would be fine - see you then!
For more information on Hinds' Feet Farm, please visit our website:
www.HindsFeetFarm.org
Check out our charity auctions on eBay
http://www.niissionfish.org/NPMMFhiphomepage.isp?NP ID=9437
Martin B. Foil III
Executive Director
Hinds' Feet Farm
(704) 992 - 1424 w
(704) 992 - 1423 f
-----Original Message -----
From: Finley, Peggy[ma ilto: peggy.fin ley@ ncden r.gov]
Sent: Thursday, June 18, 2009 2:45 PM
To: Marty
Subject: RE: Wastewater Treatment & Disposal System
How about next Friday morning (the 26th) about 10 am?
From: Marty [mailto:[e-mail]]
Sent: Thursday, June 18, 2009 2:41 PM
To: Finley, Peggy
Subject: RE: Wastewater Treatment & Disposal System
Hey Peggy - yes, I got your message, but have been running around and travelling all week (I just got back in
from meetings just now as I type this). I will be out of town Friday, and out of town some next week, lots of
meetings too. Thurs after lunch or Fri any time would work for us out here....
For more information on Hinds' Feet Farm, please visit our website:
www.HindsFeetFarm.org
Check out our charity auctions on eBay
http://www.missionfish.org/NPNtMF/nphomel2age.isp?NP ID=9437
Martin B. Foil III
Executive Director
Hinds' Feet Farm
(704) 992 - 1424 w
(704) 992 - 1423 f
-----Original Message -----
From: Finley, Peggy [mailto:[e-mail]]

V
AQUIFER PROTECTION REGIONAL STAFF REPORT
Date: 5/26/06 r County: Mecklenburg
To: Aquifer Protection Central Office �O PTPermittee: Martin B. Foil
Central Office Reviewer: Thomas Slusser oject Name: Foil Residence SFR
Regional Login No: Application No.: W00018635
I. GENERAL INFORMATION
1. This application is (check all that apply): ❑ New X Renewal
❑ Minor Modification ❑. Major Modification
X Surface Irrigation ❑ Reuse ❑ Recycle ❑ High Rate Infiltration ❑ Evaporation/Infiltration Lagoon
❑ Land Application of Residuals ❑ Attachment B included ❑ 503 regulated ❑ 503 exempt
❑ Distribution of Residuals ❑ Surface Disposal
❑ Closed -loop Groundwater Remediation ❑ Other Injection Wells (including in situ remediation)
Was a site visit conducted in order to prepare this report? X Yes or ❑ No.
a. Date of site visit: 5/24/06
b. Person contacted and contact information: Martin B. Foil office- 704/992-1423 cell-704/634-7059
c. Site visit conducted by: Peggy Finley
d. Inspection Report Attached: X Yes or ❑ No.
2. Is the following information entered into the BIMS record for this application correct?
❑ Yes or X No. If no, please complete the following or indicate that it is correct on the current application.
For Treatment Facilities:
a. Location: 14625 Black Farms Rd., Huntersville. Mailing Address: POB 2842, Huntersville, NC 28078
b. Driving Directions: From the intersection of Hwy 115 and Hwy 73, turn east on Hwy 73 and travel
approximately two miles. Turn right on Black Fanns Rd (SR2428). The Foil property is approximately
one mile ahead on'the right.
c. USGS Quadrangle Map name and number:
d. Latitude: Longitude: e�0.4S�`l i 'J" iQ`rLss v���tkc�n;
e. Regulated Activities / Type of Wastes (e.g., subdivision, food processing, municipal wastewater):
For Disposal and Iniection Sites:
(If multiple sites either indicate which sites the information applies to, copy and paste a new section into the
document for each site, or attach additional pages for each site)
a. Location(s):
b. Driving Directions:
c. USGS Quadrangle Map name and number:
d. Latitude: Longitude:
FORM: Foil Property review 5-25-06 1

AQUIFER PROTECTION REGIONAL STAFF REPORT
III. RENEWAL AND MODIFICATIONAPPLICATIONS (use previous section for new or maior modification
systems)
Description Of Waste(S) And Facilities
1. Are there appropriately certified ORCs for the facilities? ❑ Yes or ❑ No. Not classified.
Operator in Charge: Certificate #:
Backup- Operator in Charge: Certificate #:
2. Is. the design, maintenance and operation (e.g. adequate aeration, sludge wasting, sludge storage, effluent
storage, etc) of the treatment facilities adequate for the type of waste and disposal system? X Yes or ❑ No.
If no, please explain:
3. Are the site conditions (soils, topography, depth to water table, etc) maintained appropriately and adequately
assimilating the waste? ❑ Yes or ❑ No. If no, please explain:
4. Has the site changed in any way that may affect permit (drainage added, new wells inside the compliance
boundary, new development, etc.)? A water supply well has been installed near the horse barn. It is
approximately 100 ft. from the proposed spray area and 250 ft from the lagoon.
5. Is the residuals management plan for the facility adequate an/or acceptable to the Division?
X Yes or ❑ No. If no, please explain:
6. Are the existing application rates (hydraulic or nutrient) still acceptable? X Yes or ❑ No. If no, please
explain:
7. Is the existing groundwater monitoring program (number of wells, frequency of monitoring, monitoring
parameters, etc.) adequate? ❑ Yes ❑ No X N/A. Attach map of existing monitoring well network if
applicable. Indicate the review and compliance boundaries. If No, explain and recommend any changes to the
groundwater monitoring program:
8. Will seasonal or other restrictions be required for added sites? ❑ Yes ❑ No X N/A If yes, attach list of sites
with restrictions (Certification B?)
9. Are there any buffer conflicts (treatment facilities or disposal sites)? ❑ Yes or ❑ No. If yes, please attach a
map showing conflict areas or attach any new maps you have received from the applicant to be incorporated
into the permit:
10. Is the description of the facilities, type and/or volume of waste(s) as written in the existing permit correct?
X Yes or ❑ No. If no, please explain:
11. Were monitoring wells properly constructed and located? ❑ Yes or ❑ No X N/A. If no, please explain:
12. Has a review of all self -monitoring data been conducted (GW, NDMR, and NDAR as applicable)? ❑ Yes or
❑ No X N/A. Please summarize any findings resulting from this review:
13. Check all that apply: X No compliance issues; ❑ Notice(s) of violation within the last permit cycle; ❑
Current enforcement action(s) ❑ Currently under SOC; ❑ Currently under JOC; ❑ Currently under
FORM: Foil Property review 5-25-06 2

r
AQUIFER PROTECTION REGIONAL STAFF REPORT
moratorium. If any items checked, please explain and attach any documents that may help clarify
answer/comments (such as NOV, NOD etc):
14. Have all compliance dates/conditions in the existing permit, (SOC, JOC, etc.) been complied with? ❑ Yes
❑ No ❑ Not Determined X N/A.. If no, please explain:
15. Are'there .any issues related to compliance/enforcement that should be resolved before issuing this permit? ❑
Yes or X No ❑ N/A. If yes, please explain:
FORM: Foil Property review 5-25-06 3

I
AQUIFER PROTECTION REGIONAL STAFF REPORT
i7
V. EVALUATIONAND RECOMMENDATIONS
1. Provide any additional narrative regarding your review of the application: The treatment works for this
system were installed in 2001. According to Mr. Foil, the bathroom in the one -bedroom guest house is
the only generator of wastewater at this time. The owner intends to build a seven -bedroom home in the
future. The lagoon is oversized (8 ft. deep) and, according to Mr.. Foil, may eliminate the need to ever
install the spray component of the system.
2. Attach Well Construction Data Sheet - if needed information is available
3. Do you foresee any problems with issuance/renewal of this permit? ❑ Yes X No. If yes, please explain
briefly.
4. List any items that you would like APS Central Office to obtain through an additional information request.
Make sure that you provide a reason for each item:
Item
Reason
Verify owner/permittee name.
The applicant is now identified as a corporation
named Hinds Feet Farm that Mr. Foil appears to
have a major interest in.
Updated site map
To determine exact location of the water supply
well in relation to the treatment/disposal area and
the compliance boundary.
5. List specific Permit conditions that you recommend to be removed from the permit when issued. Make sure
that you provide a reason for each condition:
Condition Reason
6. List specific special conditions or compliance schedules that you recommend be included in the permit when
issued. Make sure that you provide a reason for each special condition:
Condition
Reason
A requirement to keep an inspection log.
This is a standard condition that was apparently
left out of the original permit.
FORM: Foil Property review 5-25-06 4

I
t
AQUIFER PROTECTION REGIONAL STAFF REPORT
7. Recommendation: Hold, pending receipt and review of additional information by regional office; ❑ Hold,
pending review of draft permit by regional office; X Issue upon receipt of needed additional information; ❑
Issue; ❑ Deny. If deny, please state reasons:
8. Signature of report preparer(s): '" ✓ c-�
G
Signature of APS regional supervisor: s -- ��' `� a �o Q QD
Date:
FORM: Foil Property review 5-25-06 5

It
Compliance Inspection Report
Permit: WQ0018635 Effective: 12/13/00 Expiration: 11/30/05 Owner: Martin B Foil
SOC: Effective: Expiration: Facility: Foil Martin B-Foil Propertysfr
County: Mecklenburg
Region: Mooresville
l J
Contact Person: Martin B Foil hone: 704-992-1424
Directions to Facility:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 05/24/2006 Entry Time: 01:00 PM Exit Time: 01:45 PM
Primary Inspector: Margaret A Finley Phone: [phone]
Ext.238
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Surface Irrigation - SFR (Single Family Residence)
Facility Status: ® Compliant ❑ Not Compliant
Question Areas:
Miscellaneous Questions Treatment Treatment Filters Record Keeping
Treatment Lagoons Treatment Disinfection
(See attachment summary)
Page: 1

f
Permit: WQ0018635 Owner - Facility: Martin B Foil
Inspection Date: 05/24/2006 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
This treatment/disposal system was designed to handle wastewater from a seven bedroom home and a one bedroom
quest house. To date, the main house has not been constructed. Only the bathroom in the guest house (which is
currently used as a two person office) is supplying wastewater at this time. The Cromaglass treatment system appears to
be operating properly. The chlorinator is undergoing repair because, due to low flow, the tablets have a tendency to jam
in the cyclinders. When the lagoon was constructed, it was expanded from a depth of three feet to eight feet in
anticipation of using some of the effluent for additional irrigation. That proved to be cost prohibitive. Hence there is
excess storage capacity. Mr. Foil stated that there may never be a need for the spray component. The botton of the
lagoon is reportedly lined with bentonite and on -site expansive clay. The top of the lagoon has a rather sparse grassy
cover. There is hydric vegetation growing in the effluent. Mr. Foil stated that he plans to landscape the area. He was
advised against placing woody vegetation on the top or sides.
Page: 2

Permit: WQ0018635 Owner - Facility: Martin B Foil .
Inspection Date: 05/24/2006 Inspection Type: Compliance Evaluation
Reason for Visit: Routine
Type
Yes No NA NE
Infiltration System
❑
Reuse (Quality)
❑
Lagoon Spray, LR
❑
Activated Sludge Spray, HR
❑
Activated Sludge Spray, .LR
❑
Activated Sludge Drip, LR
❑
Recycle/Reuse
❑
Single Family Drip
❑
Single Family Spray, LR
■
Treatment
Yes
No
NA
NE
Are Treatment facilities consistent with those outlined in the current. permit?
' ❑
■
❑
❑
Do all treatment units appear to be operational? (if no, note below.)
❑
■
❑
❑
Comment: The spray irrigation component of the system has not yet been installed.
The main house has not been constructed yet.
Treatment Filters
Yes
No
NA
NE
Is the filter media present?
■
❑
❑
❑
Is the filter media the correct size and type?
■
❑
❑
❑
Is the air scour operational?
❑
❑
■
❑
Is the scouring acceptable?
❑
❑
■
❑
Is the clear well.free of excessive solids?
■
❑
❑
❑
Is the mud well free of excessive solids and filter media?
■
❑
❑
❑
Does backwashing frequency appear adequate?
❑
❑
❑
■
Comment:
Treatment Disinfection
Yes
No
NA
NE
Is the system working?
n
■
❑
❑
Do the fecal coliform results indicate proper disinfection?
❑
❑
■
❑
Is there adequate detention time (>=30 minutes)?
❑
■
❑
❑
Is the system properly maintained?
❑
❑
❑
❑
If gas, does the cylinder storage appear safe?
❑
❑
■
❑
Is the fan in the chlorine feed room and storage area operable?
❑
❑
■
❑
Page: 3

f
Permit: WQ0018635 Owner - Facility: Martin B Foil
Inspection Date: 05/24/2006 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Is the chlorinator accessible?
■
❑
❑
❑
If tablets, are tablets present?
■
❑
110
Are the tablets the proper size and type?
■
❑
❑
❑
Is contact chamber free of sludge, solids, and growth?
■
❑
❑
❑
If UV, are extra UV bulbs available?
❑
❑
■
❑
If UV, is the UV intensity adequate?
❑
❑
■
❑
# Is it a dual feed system? '1
❑
❑
■
❑
Comment: The chlorinator was under repair during the inspection due to,the tablets
getting hung up in the cylinders. Mr. Foil is looking for a different type of unit.
Record Keeping
Yes
No
NA
NE
Is a copy of current permit available?
■
❑
❑
❑
Are monitoring reports present: NDMR?
❑
❑
■
❑
. N DAR?
❑
❑
■
❑
Are flow rates less than of permitted flow?
■
❑
❑
❑
Are flow rates less than of permitted flow?
❑
❑
Cl
❑
Are application rates adhered to?
❑
❑
■
❑
Is GW monitoring being conducted, if required (GW-59s submitted)?
❑
❑
❑
❑
Are all samples analyzed for all required parameters?
❑
❑
■
❑
Are there any 2L GW quality violations?
❑
❑
❑
■
Is GW-59A certification form completed for facility?
❑
❑
■
❑
Is effluent sampled for same parameters as GW?
❑
❑
■
❑
Do effluent concentrations exceed GW standards?
❑
❑
■
❑
Are annual soil reports available?
❑
❑
■
❑
# Are PAN records required?
❑
❑
■
❑
# Did last soil report indicate a need for lime?
❑
■
❑
If so, has it been applied?
❑
❑
■
❑
Are operational logs present?
❑
❑
❑
❑
Are lab sheets available for review?
❑
❑
■
❑
Do lab sheets support data reported on NDMR?
❑
❑
■
❑
Do lab sheets support data reported on GW-59s?
❑
Q
■
❑
Are Operational and Maintenance records present?
❑
0
❑
❑
Page: 4

t
Permit: WQ0018635 Owner - Facility: Martin B Foil
Inspection Date: 05/24/2006 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Were Operational and Maintenance records complete?
❑
❑
❑
Has permiftee been free of public complaints in last 12 months?
■
❑
❑
❑
Is a copy of the SOC readily available?
❑
Cl
■
❑
No treatment units bypassed since last inspection?
❑
❑
❑
❑
Comment: No operational log was available for review. This permit condition was
apparently left out of the original permit. Mr. Foil was directed to keep a log in the future.
001
Treatment Lagoons
Yes
No
NA
NE
Lagoon Type
Mixed
Primary/Secondary
Primary
Influent structure
■
❑
❑
❑
Comment:
Banks/berms (seepage and erosion)
■
❑
Cl
❑
Comment:
Vegetation (excessive vegetation on banks/berms)
❑
❑
■
❑
Comment:
Liner
❑
0
®
❑
Comment:
Liner Type
Baffles/curtains
Comment:
Freeboard Marker
00011
Comment:
Required freeboard
2
Feet
Feet
Actual freeboard 6
Are increments clearly marked on gauge at adequate intervals? Cl ❑ ■ ❑
Comment:
Has the water level gauge been surveyed w/ respect to lowest point on dike? wall? ❑ ❑ ■ ❑
Page: 5

r
WA
Permit: WQ0018635 Owner - Facility: Martin B Foil
Inspection Date: 05/24/2006 Inspection Type: Compliance Evaluation
Comment:
No Evidence of overflow
Comment:
Acceptable color
Comment:
Floating mats
Comment:
Excessive solids buildup
Comment:
Aerators/mixers
Comment:
Effluent structure
Comment:
Lagoon cover
Comment:
Reason for Visit: Routine
❑ ❑ N ❑
Page: 6

DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
April 6, 2006
MEMORANDUM
To: Andrew Pitner
Mooresville Regional Office
From: Jesse Wiseman -r
Central Office Aquifer Protection Section
Re: Notice of Regulatory Requirement
Surface Irrigation - SFR (Single Family Residence)
Permit No. WQ0018635
Martin Foil SFR
Mecklenburg County
2 D
APR 10 2tlfi6
Permit No. WQ0018635 (Surface Irrigation - SFR (Single Family Residence)) issued to Martin
Foil is due to expire on November 30, 2005. A Notice of Regulatory Requirement regarding this
pen -nit was sent by this office to Martin Foil on April 4, 2006. This letter is attached for your
record.
Attaclunent
cc: APS Central Files

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 4, 2006
Martin Foil
9621 Harris Glen Drive
Charlotte, NC 28269
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7002 2410 0003 0273 4102
Subject: Notice of Regulatory Requirement
Single Family Residence Irrigation Permit Renewal
Permit Number WQ0018635
Foil SFR
Mecklenburg County
Dear Mr. Foil:
The Aquifer Protection Section of the North Carolina Division of Water Quality (DWQ) is
responsible for the regulation of single family residence spray irrigation wastewater treatment
and disposal facilities. Our records indicate that the above -referenced permit, which was issued
on December 13, 2000 and expired on November 30, 2005, has not been renewed. This permit
was issued for the operation of the spray irrigation system on your property at 14625 Black
Farms Road in Huntersville, North Carolina. It is both a condition of your permit and required
by 15A NCAC 2H .0211 to request a renewal of your permit at least 180 calendar days prior to
its expiration date.
Failure to apply for permit renewal, and operation of your facility without an active permit may
result in the assessment of civil penalties of up to $25,000 per violation per day, in accordance
with North Carolina General Statute § 143-215.6A. Therefore, it is imperative that you submit a
permit renewal application package for review as soon as possible. Additionally, our records
indicate that there are overdue fees associated with this permit. Please note that this permit
canriot be renewed until these fees have been paid. For further information regarding these fees,
please contact Fran McPherson with the DWQ Budget Office at [phone].
Failure to respond to this notice within 15 calendar days of its receipt shall result in a Notice of
Violation, and possible civil penalties may be incurred. Please respond by submitting:
1) a completed SINGLE FAMILY RESIDENCE RENEWAL APPLICATION (form SFR-SIA-R 09-05)
NorthCarolina
�Vatimally
Aquifer Protection Section 1636 Mail Service Center
Internet: wwvw.ncwaterquality.org Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

Martin Foil
April 4, 2006
Page 2 of 2
2) a notarized SINGLE FAMILY RESIDENT OPERA TIONAND MAINTENANCE AGREEMENT (form
SFR O&M 09/05)
3) a completed PERMIT NAME/OWNERSHIP CHANGEFoRM (form PNOCF 09/05) (if necessary)
Each of these forms has been enclosed for your convenience. They are also available online at
I ttp•//www newaterquality.or /lg au/gpplications.html. Please submit the completed forms to the
following address:
- Aquifer Protection Section
1636 Mail Service Center
Raleigh, NC 27699-1636
Please note that if the facility has never been constructed or if the residence has been connected
to sewer service, an option to rescind the permit is located in the application. Thank you in
advance for your cooperation and timely response. If you have any questions, please contact
John McCray at [phone] or Thomas Slusser at [phone].
Sincerely,
Debra J. Watts, Supervisor
Groundwater Protection Unit
Enclosures
1. SFR-SIA-R 09-05
2. SFR O&M 09/05
3. PNOCF 09/05
cc: Mffi oogtesui, i P e ional l7ffceaw/o ncl�ct� es
APS Central Files w/o enclosures

DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
February 21, 2006
MEMORANDUM
To: Andrew Pitner
Mooresville Regional Office
From: Jesse Wiseman
Central Office UIC Program
Re: Notice of Expiration
Single Family Residence Irrigation
Permit No. WQ0018635
Foil SFR
Mecklenburg County
p ECEOWE
LFEB 2 3 2006
NC DENR MRO
DWQ - Aquifer Protection
Permit No. WQ0018635 (Foil SFR) is due to expire on November 30, 2005. A Notice of
Expiration regarding this permit was sent by this office to Martin Foil on February 21, 2006.
This letter is attached for your record.
Attachment
cc: APS Central Files

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 21, 2006
Martin Foil
9621 Harris Glen Drive
Charlotte, NC 28269
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7002 2410 0003 0273 2337
Subject: Notice of Expiration
Single Family Residence Irrigation
Permit Number WQ0018635
Foil SFR
Mecklenburg County
Dear Mr. Foil:
As of this date, our records indicate that the above -referenced permit, which was issued on
December 13, 2000 and expired on November 30, 2005, has not been renewed. It is both a
condition of your permit and required by 15A NCAC 2H .0211 to request a renewal of your
permit at least 180 calendar days prior to its expiration date.
Failure to apply for permit renewal, and operation of your facility without an active permit may
result in the assessment of civil penalties in accordance with North Carolina General Statute
§ 143-215.6A. Therefore, it is imperative that you submit a permit renewal application package
for review as soon as possible.
Please respond to this notice within 30 calendar days of its receipt by submitting a completed
SINGLE FAMILYRESIDENCE RENEWAL APPLICATION (form SFR-SIA-R 09-05), a notarized SINGLE
FAMILYRESIDENT OPERA TIONANDMAINTENANCEAGREEMENT(form SFR O&M 09/05), and, if .
necessary, a completed PERMIT NAME/OWNERSHIP CHANGEFoRM (form PNOCF 09/05). We have
enclosed each of these forms for your convenience. They are also available online at
1-ittp://I-2o.enr.state.nc.us/lau/applications.html. Please submit the completed forms to the
following address:
Aquifer Protection Section
1636 Mail Service Center
Raleigh, NC 27699-1636
Nno
orthCarolina
Naturally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: http://h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycledl10% Post Consumer Paper Customer Service: [phone]

Martin Foil
February 21, 2006
Page 2 of 2
Please note that if the -facility has never been constructed or if the residence has been connected
to sewer service, an option to rescind the permit is located in the application. Thank you in
advance for your cooperation and timely response. If you have any questions, please contact Mike
Ranck at [phone] or email him at michael.ranck a ncmail.net.
Sincerely,
Jesse Wiseman
Processing Assistant
Groundwater Protection Unit
Enclosures
1. SFR-SIA-R 09-05
2. SFR O&M 09/05
3. PNOCF 09/05
cc: APS Mooresvi4!1e Regional 1 . e
APS Central Files

O�O� W AT F9QG
��;. Michael F. Easley, Governor
William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
—1 NC DEPT. OF ENVIRONMEN l
o AND NATURAL RESOMROIESnek, P.E. Director
RECEIVED Division of Water Quality
May 17, 2005
MARTIN FOIL
OWNER/PERMITTEE
9621 HARRIS GLEN DRIVE
CHARLOTTE, NC 28269
MOORESVILLE REGIONAL OFFICE
DWQ-GROUNDWATER SECTION
Subject: Request for Permit Renewal
Single Family Residence Irrigation
Foil SFR
Permit Number WQ0018635
Mecklenburg County
Dear Mr. Foil,
As of this date, our records indicate that the above -referenced permit, which was issued on
December 13, 2000 and expires on November 30, 2005, has not been renewed. It is both a condition of
your permit and required by 15A NCAC 2H .0211 to request a renewal of your permit at least 180
calendar days prior to its expiration date.
Failure to apply for permit renewal, and operation of your facility without an active permit may
result in the assessment of civil penalties in accordance with North Carolina General Statute §143-
215.6A. Therefore, it is imperative that you submit a permit renewal application package for review as
soon as possible.
Please submit, in triplicate, the completed Single Family Residence Surface Irrigation System
Permit Application, a notarized Operation and Maintenance Agreement and the completed Permit
Name/Ownership Change Form (if necessary) to the following address:
Aquifer Protection Section
Land Application Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Please note that if the facility has never been constructed or if the residence has been connected to
sewer service, an option to rescind the permit is located in the application. Thank you in advance for your
cooperation and timely response. If you have any questions, please contact Nathaniel Thornburg at (919)
715-6160 or at [e-mail].
Sincerely,
ZD-
Nathaniel D. Thornburg
Environmental Engineer II
cc: Ed Hardee — Land Application Unit
Mooresville Regional Offige --Aquifer Protection Section
APS Central Files
NorthCarolina
�llfllCll��f
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
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1
NCFENI
JAMES B. HUNT JR.
GOVERNOR
Martin B. Foil
9621 Harris Glen Drive
Charlotte, North Carolina 28269
BILL HOLMAN
SECRETARY
Subject:
Dear Mr. Foil:
NORTH CAROLIItiA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
DIVISION -OF WATER QUALITY
December 21, 2000
Permit No. WQO018635
Martin B. Foil
Single Family Residence
-Mecklenburg County,_NC
Our records show that Permit No. WQOO18635 was issued on December 13, 2000 for
your single family wastewater treatment and spay irrigation facilities. The purpose of this letter
is to advise you of the importance of the Permit and the liabilities in the event of failure to comply _
with the terns and conditions of the Permit. If you have not -already done so, it is requested that
you and other appropriate persons thoroughly read the Permit.
The Permit sets forth specific performance standards, operation and maintenance
requirements, monitoring requirements, plus general conditions applicable to non -discharge
permits. Failure to comply with the terms and conditions of the Permit subject the Permittee to
enforcement action pursuant to Section 143-215.6 of the North Carolina General Statutes in the
form of civil or criminal penalties.
Please note that the subject Permit expires on November 30, 2005. Part VI, No. 10 of
the Permit requires that a renewal request be submitted at least six (6) months prior to expiration.
Also, the Permit is non -transferable until such time that the Permittee has requested a name
change to the new Permittee.
As mentioned previously, the purpose of this letter is to advise you of the importance of
your Perilit..Please read the permit and contact this Office at 704/663-1699 in Mooresville if
you have any questions or need clarification. We look forward to providing any assistance.
Sincerely,
D. Rex Gleason, P. E.
' Water Quality Regional Supervisor
DRG:dee �l
A:\FOILRFSN.LTR
919 NORTH MAIN STREET, MOORESVILLE, NORTH CAROLINA 28115
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
21 2000
�J�a,l�rl nF I��trl����,r,��nk l�tliy�Rkr�i:�ay
i r„aii!ti ;rsl,;•
December 13, 2000
Martin B. Foil -- "
Martin B. Foil
9621 Harris Glen Drive
Charlotte, NC 28269
Dear Mr. Foil:
NCDENR
NORTH CAROLINA DEPARTMENT OF .
ENVIRONMENT AND NATURAL RESOURCES'-
Subject: PERMIT NO. WQ0018635
Martin B. Foil
Single Family Residence
Spray Irrigation Facility
Mecklenburg County
In accordance with your request received June 19, 2000, we are forwarding herewith Permit No.
WQ0018635, dated December 13, 2000, to Martin B. Foil for the continued operation of the subject single
family wastewater treatment and spray irrigation facilities.
This permit shall be effective to the date of issuance until November 30, 2005, 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.
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.
One set of approved plans and specifications is being forwarded
information concerning this matter, please contact Susan Cauley at (919) 73'
Si
./-Kerr T. Stevens
cc: Mecklenburg County_ Health Department _
Moaresur+lih Regional Office,_ Water Quality Section
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit
ou. If you need additional
3 extension 546.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
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J.
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SINGLE FAMILY SPRAY IRRIGATION 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
Martin B. Foil
Mecklenburg County
FOR THE
construction and operation of a 900 GPD spray irrigation wastewater treatment and disposal system consisting
of a 1358 gallon Cromaglass wastewater treatment system with chlorination disinfection unit, visual and
audible alarms, a 27,000 gallon holding pond for 30-day storage, and a 32,060 square foot spray irrigation area
to serve the Martin B. Foil Residence, with no discharge of wastes to the surface waters, pursuant to the
application received June 19, 2000, 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 November 30, 2005, and shall be subject to
the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. If this project is to be completed in phases and partially certified you shall
retain the responsibility to track further construction approved under the same permit and shall
provide a final certificate of completion once the entire project has been completed. Mail the
Certification to the Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC
27699-1617.
2. The Mooresville Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours in advance of operation of the installed facilities so that an in -place
inspection can be made. Such notification to the regional supervisor shall be made during the
normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays.
3. 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,

3
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.
4. 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.
A leakage test shall be performed on the septic tank and dosing tank to insure that any exfiltration
occurs at a rate which does not exceed twenty (20) gallons per twenty-four (24) hours per 1,000
gallons of tank capacity. _The engineer's certification will serve as proof of compliance with this
condition.
If excavation into bedrock is required for the installation of the septic tank or sand filter, the pit
shall be lined with a 10 mil synthetic liner.
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.
9. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
10. 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,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between treatment/storage units and any wells, and
g) 50 feet between treatment units and property lines.
II. OPERATION AND MAINTENANCE REQUIREMENTS
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 Permittee shall 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 greater 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 II, 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. Once the facility is classified, the
Permittee must submit a letter to the WPCSOCC which designates the operator in responsible
charge within thirty days after the wastewater treatment facilities are 50% complete.
A suitable year round vegetative cover of pasture grasses 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.
2

6. The application rate shall not exceed a cumulative loading of 0.04 gallons per square foot per day
(23 inches per 12 months) at an instantaneous application rate not to exceed 0.5 inches per hour.
7. 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.
8. No type of wastewater other than that from the Martin B. Foil Residence shall be sprayed onto the
irrigation area. _.....
9. In the event that the sprinkler heads fail to achieve the design diameter of 105 feet due to
obstructions, the obstructions shall be removed or the sprinkler heads shall be raised and supported
to such height that the design diameter is achieved.
10. No traffic or equipment shall be allowed on the disposal area except while installation occurs or
while normal maintenance is being performed.
11. The spray irrigation field shall be fenced with at least a two strand wire fence.
12. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a. The solids retention section of the Cromaglass- wastewater treatment system shall be checked
annually and pumped out as needed. The mixed liquor suspended solids (MLSS)
concentration shall not exceed 500 milligrams per liter. MLSS records shall be kept at the
facility.
b. The dissolved oxygen concentrations shall be maintained at 3.5 to 4.5 milligrams per liter.
Records of the dissolved oxygen concentrations shall be kept at the facility.
b. The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide
proper chlorination.
c. The storage, pump, and alarm systems shall be inspected weekly. Any scum layer shall be
removed at the same interval as the Cromaglass tank is cleaned out.
d. The spray system shall be inspected weekly to make certain of the sprayers proper operation,
that the vegetative growth allows a proper spray pattern, that the soil is assimilating the
disposed treated wastewater with no surface runoff, and that no objectionable odors are being
generated.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring 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. The Permittee shall maintain records of all maintenance performed on the system and irrigation
area, as required in Condition II 12 for a minimum of five years. This information shall be
provided to the Division upon request.
3. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following-
3

a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater treatment, such as mechanical or electrical failures of pumps, spray
heads, etc.; or
b. Any failure of a pumping station or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or
facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form
within five (5) days following first knowledge of the occurrence. This report must outline the
actions taken or proposed to be taken to ensure that the problem does not recur.
IV. GROUNDWATER REQUIREMENTS
Any additional groundwater quality monitoring, as deemed necessary by the Division shall be
provided.
2. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary for the
disposal system individually permitted after December 31, 1998 is established at either (1) 250
feet from the waste disposal area, or (2) 50 feet within hte property boundary, whichever is closest
to the waste disposal area.
An exceedance of Goundwater Quality Standards at or beyond the Compliance Boundary is
subject to immediate remediation action in addition to the penalty provisions applicable under
General Statute 143-215.6A(a)(1).
In 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 area.
Any exceedance of standards at the Review Boundary shall require remediation action on the part
of the permittee.
IV. INSPECTIONS
Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure
proper operation of the subject facilities.
2. 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.
V. 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.
4

3. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division accompanied by 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 may or
may not be approved.
4. Upon the availability of a municipal or regional sewerage collection system, the subject
wastewater treatment facilities shall be abandoned and all wastewater discharged into the
municipal or regional sewerage system.
5. 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.
6. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
7. This permit may be revoked if the Permittee fails to abide by the conditions of the "Operation and
Maintenance Agreement" previously signed by the Permittee.
8. A set of approved plans and specifications for the subject project must be retained by the Permittee
for the life of the project.
9. The annual administering and compliance fee must be paid by the Permittee within 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).
10. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, 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.
Permit issued this t1413th day of December 2000.
NORTH 61ROLINA E IR N ENTAL MANAGEMENT COMMISSION
J— Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0018635
5

J.
Permit No. WQ0018635
December 13, 2000
ENGINEER'S CERTIFICATION
Partial Final _ - --
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project,
Project Name
Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of
the construction such that the construction was observed to be built within substantial compliance and intent of this
permit, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.

i
TEROuALITY-sfcc
170N
OPERATION AND MAINTENANCE AGREEM&N
FOR THE DIVISION OF WATER QUALITY DICharge
permit5ng
Owner: Martin B. Foil, Jr.
Address: 14625 Black Farms Road
Huntersville, NC 28070
Single Family Residence Wastewater Treatment System — Spray Irrigation
Permit Number: WQ nC)
Mecklenburg County
I agree to operate and maintain the wastewater treatment system as follows:
The permittee is responsible for the operation and maintenance of the entire treatment and disposal
system, including, but not limited to, the following items:
a. The aerobic treatment unit shall be checked monthly, and excess activated sludge biomass
shall be pumped out as needed to maintain treatment efficiency.
b. The pill -type chlorinator shall be checked weekly, and the chlorine reservoirs shall be kept
filled.
c. The spray -irrigation pump, pump controls and spray irrigation nozzles shall be checked
monthly and maintained as necessary to be kept in good operating condition.
d. The spray irrigation field shall be inspected monthly to make certain of proper spray
patterns, that the vegetative cover is maintained so as to provide good forage, that the soil
is assimilating the treated wastewater with no surface runoff, and that no objectionable
odors are being generated.
2. Failure of the Permittee to properly operate this system is subject to a penalty of up to $10,000 per
day.
3. Failure to meet permit conditions or violation of the State's surface or groundwater regulations
will require cessation of occupancy of the residence.
I understand that failure to comply with these conditions along with permit conditions may result in
voiding the permit.
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Date:
OWNER
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Notary Signature
2
My Commission expires:

SOC PRIORITY PROJECT: NO
To: Permits and Engineering Unit
Water Quality Section
Attention: Susan Cauley
Date: September 12, 2000
NON -DISCHARGE STAFF REPORT AND RECOMMENDATION
County: Mecklenburg
MRO No.: 00-74
Permit No. WQ0018635
PART I - GENERAL INFORMATION
1. Facility and Address: Foil Property Wastewater System
Martin Foil
14625 Black Farms Road
Huntersville, NC 28070
2. Date of Investigation: July 14, 2000
3. Report Prepared By: B. Dee Browder, Environ. Engr. I
4. Persons Contacted and Telephone Number: Mr. Martin B. Foil, [phone].
5. Directions to Site: From the intersection of Hwy 73 and Hwy 115 travel east on
Hwy 73. Turn right off of Hwy 73 onto Black Farms Road. Travel approximately
1 mile. The site is located on the right at 14625 Black Farms Road.
6. Disposal Site(s), List for all disposals sites:
Latitude: 35' 26' 37"
Longitude: 80' 48' 54"
Attach a USGS Map Extract and indicate treatment plant site on map.
USGS Quad No.: Cornelius, NC F15 SW
7. Size (land available for expansion and upgrading): Site has sufficient land if
needed for upgrades.
8. Topography (including relationship to 100 year flood plain): Site is relatively level
(5 - 7 % slopes) at the location of the spray field. The site is not located in the
flood plain.

r
Page 2
9. Any buffer conflicts with location of nearest dwelling and water supply well? No.
10. Watershed Stream Basin Information:
a. Watershed Classification: C
b. River Basin and Subbasin No.: Catawba 03
C. Distance to surface water from disposal system: 500 + feet
PART II - DESCRIPTION OF WASTES AND TREATMENT WORKS
1. a. Volume: 900 GPD (Design Capacity)
Residuals: Removed annually.
b. Types and quantities of industrial wastewater: N/A
C. Pretreatment Program (POTWs only): N/A.
2. Treatment Facilities
a. Current permitted capacity of the facility: New Permit
b. Actual treatment capacity of the facility (design volume): 900 GPD
c. Description of existing or substantially constructed WWT facilities: No
existing facilities at this site.
d. Description of proposed WWT facilities: One hundred percent household
wastewater will be treated using an aerobic sequencing batch reactor process
with disinfection provided by tablet chlorination equipment. Disinfected,
treated effluent will be pumped to a 30-day holding pond from which the
water will be pumped to spray irrigate the fenced horse pasture.
3. Residuals handling and utilization/disposal scheme: Pumped annually by a
licensed septage hauler.
a. Residuals Stabilization: N/A
4. Treatment Plant Classification:
5. SIC Code(s): N/A
Wastewater Code(s): 04
Main Treatment Unit Code: 13257

0
Page 3
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds (municipals
only)? No
2. Special monitoring requests: None at this time.
3. Important SOC/JOC or Compliance Schedule Dates: N/A
4. Air Quality and/or Groundwater concerns or hazardous materials utilized at this
facility that may impact water quality, air quality, or groundwater.
There are no air quality, groundwater, or hazardous materials concerns associated
with this site.
PART IV - EVALUATION AND RECOMMENDATIONS
The applicant proposes to construct a spray irrigation system on private property to treat
wastewaters generated from a home and guest house under construction on the site.
The site chosen for the proposed WWT system has been evaluated by a soil scientist and
is suitable for the spray irrigation system as designed by the engineer. Soils are sandy
clay loams with sufficient depths to accomodate the spray design loading rate.
Therefore, provided concurrence is obtained from the Groundwater Section, it is
recommended that the Permit be issued.
h:\ndsr\ndsr98\.sr
JJL_ 2 oa0
Signature of Report Preparer Date
Water Quality Reg f al Supervisor Date

DIVISION OF WATER QUALITY
GROUNDWATER SECTION
July 31, 2000
MEMORANDUM
To: Kim Colson
Through: Ted Bush b
From: Salam Murtada /Sr
Subject: New Permit
Martin B. Foil
Spray Irrigation
Permit No. WQ0018635 / GW00130
Susan Cauley, Review Engineer
tam S)P%'�Pi tea'
A -up
The Groundwater Section has reviewed the new permit application for the construction and
operation of a 900 GPD spray irrigation treatment and disposal system (see figures 1, 2, & 3).
The domestic wastewater is pretreated through an aerobic sequencing batch reactor unit by
aeration and disinfection. The secondary treated wastewater is then stored in a 3,610 cubic feet
30-days holding pond before final disposal in a 36,000 sq. ft. spray irrigation field, at a long-term
acceptable rate (LTAR) of 0.04 gal per sq. foot per day.
The predominant soil series present is Enon, which is classified according to the National Soil
Conservation Service (MRCS) as well -drained with a mean high seasonal water table of at least
four (4) feet.
The Groundwater Section does not require any groundwater monitoring at this time.
The Groundwater Section recommends the modification and renewal of this permit with the
following conditions: 5.n,,
* I. The rate of wastewater application mus4exceed the long-term acceptable rate of 0.04 gal
per sq. ft. per day or 0.06 gal per day.
2. Any additional groundwater quality monitoring, as deemed necessary by the Division,
shall be provided.
3. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in
15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary
for the disposal system individually permitted 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.
Page 1 of 2
* Denotes Language Different from Shell Document.

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 General Statute 143-215.6A(a)(1).
In 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 area. Any exceedance of standards at the Review Boundary shall require
remediation action on the part of the permittee.
If you have any questions, please call me (715-6180).
cc: 'Barbara Christian,
Permit Files
Page 2 of 2
* Denotes Language Different from Shell Document.

Figure I
Martin B. Foil
Spray Irrigation
Mecklenburg County
WOOOI8635 / GW6130
Site Location N1111)

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>A r 1
�� Sep% 11�
g r 1 1 GZ4V�G D,e(�/E
®
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r
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,. 710
Figure 2
Martin B. Foil
Spray Irrigation
Mecklenburg County
WQ0018635 / GWO0130
Site Detail Map

Note: Tuned run for irrigation control stations - 900 {Y
gpd fo r
be dispersed. Each control circuit is rated at 29.2 gpm
(.3.
gpm per head x 4 per circuit). Therefore a total run time 'of
Circuit's ' .�'
minutes per day, Given 2 control
30:82-
minutes per circuit. Irrigation controller is ro a
whole P md&ble ' m
minutes 6'muiutes per ctrcwt per day.
W.
l,� �,ac'`.t." •L VI�DD� J: rr' r�:.�� • �
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ER TO BE ,tom
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RENT
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LOCATION. Figure 3�.t
Martin B. Foil ' r/
Spray Irrigation t` `�� rJl
Mecklenburg County v
WQ0018635 / GWO0130
Site Detail Map

COUGROUNDWATER SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT
RECORD OF WASTE DISPOSAL PERMIT APPLICATION REVIEW
REVIEW BY DATE FIELD INVESTIGATION? (Y/N)
FACILITY NAME f'� Z9-= COUNTY
LOCATION 1 y4 y 11--, �`�-� �� �c� �s� y z c• ) /,/!�
TYPE OF DISPOSAL SYSTEM (LAGOON, ETC.) DESIGN CAP. (GPD)
DESCRIPTION OF FACILITY �L`-��'�` �� c.- �✓��� <':�-�`' .�%
SIZE OF IMPOUNDMENT (FT. SQ.) �� WOR SIZE OF APPLICATION AREA
WASTE SOURCE: MUN. SLUDGE MUN. W. WATER: PRIMARY SECONDARY TERTIARY
IND. SLUDGE -IND. WELL WATER -------OTHERS:
DISTANCE FROM WASTE SOURCE TO NEAREST: STREAM FT., WELL / 3 o FT.
FOR WELL: TYPE OF USE z- DEPTH -2---- PUMP RATE (EST.)
WHAT DESIGN CONDITIONS WILL�EDUC�CREASE CHANCE OF GW CONTAMINATION: ,
WHAT NATURAL SITE CONDITIONS WILL REDUCE NCREASE CHANCE OF GW CONTAMINATION:
DEPTH TO: BEDROCK > S FT., SEASONAL HIGH W.T. S FT., ANNUAL W.T. FLUX FT.
SURFICIAL AQUIFER BEDROCK/ARTESIAN AQUIFER
GEN. LITHOLOGY s '"�`� -- =- �✓�-ice
C'" MEASURED -/ ❑ MEASURED
HYD. COND. L% y' 'FT,�/DAY ESTIMATED ��' FT./DAY STIMATED
THICKNESS =' FT.
NO. OF MONITER WELLS: PROPOSED: UP DOWN C ; EXISTING: UP DOWN
FROM WORKSHEET: SITE NUMERICAL DESCRIPTION= -
T 1 2 3 4 5 6 6A 6B
SITE GRADE (HYDROGEOL.) _ SITUATION GRADE=
PROPOSED SAMPLING SCHEDULE & PARAMETER(S):
HAVE THERE BEEN ANY EXCEEDANCES OF THE GROUNDWATER STANDARDS? YES NO
HAS ANY ENFORCEMENT ACTION BEEN TAKEN? YES NO DATE OF ACTION:
BRIEF SUMMARY OF ENFORCEMENT ACTION TAKEN:
REMARKS/ RECOMMENDATIONS (Continue on reverse, if necessary): xn-,►s-zn
r/ 1
GW-48 Revised 041a4 --KYD. REGJGNAL SUPERVISOR

DIVISION OF WATER QUALITY
GROUNDWATER SECTION
MEMORANDUM
"-I tle Regional Office
FROM:
SUBJECT: Application for Permit Renewal,
New Permit
COMMENTS:
- JDRY-Y� G,?
9WTM0NMZKT, NZALTU,
Q Q O1 t` Ii3 Y.. 1I41 Mminflog
00PiM. M a :i ft
Permit Amendment
Repair/Alteration of Exist Disposal System IDEHJ
Facility Name:
County: � r'aC / �c <'q
Type of Project:
APPLICABLE PERMIT NO.s: WO
DEH
A to C
EPA (CONST. GRANTS) UIC
The Groundwater Section has received ONLY ONE (1) copy of the referenced permit application. A copy of the
application should have been sent to BRECEIVED INional Water Quality Supervisor, so please use that THE REGIONAL OFFICE, PLEASE LETpI, E KNOW
y for
your review - IF A COPY HAS NOT BEEN
The Groundwater Section has received ONLY ONE (1) copy of the referenced permit application. A copy of the
application should have been sent to , DEH's Regional Soil Specialist, so please use
that copy for your review - IF A COPY HAS NOT BEEN RECEIVED IN THE REGIONAL OFFICE, PLEASE
LE KNOW.
The Groundwater Section received two (2) copies of the referenced permit application. One copy of the application
documents we received is attached.
Please review the applicat o��j�tenals for completeness. If you feel additional information is necessary, please let
me know no later than �/ u�! % 6d`�A copy of any formal request for additional information will be
forwarded to you.
if yo o not need any additional information to complete your review, please provide your final comments by
.._ul%1 If you request and/or receive additional information, your Real comments are due no
later t an f4 days after You receive the additional information.
\6-98TRAN.SHL (rev. 6/22/98)

State of North Carolina
Department of Environment
and Natural Resourcesz�,�aA9,
Division of Water Quality
J 'j+` , ..
�I 2's 2&-42
James B. Hunt, Jr., Governor
.JUo�t,E;r `n)�.. ,�,r
Bill Holman, Secretary r)�A 4' IA''= �,!J+jylpgjgy
Kerr T. Stevens, Director
November 15, 2000
MR. MARTIN B. FOIL
9621 HARRIS GLEN DRIVE
CHARLOTTE NC 28269
ITkl"--
i;v
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Application No. WQ0018635
Additional Information Request
Martin B. Foil Property
Wastewater Spray Irrigation System
Mecklenburg County
Dear Mr. Foil:
The Non -Discharge Permitting Unit (NDPU) has completed a preliminary engineering review of
the subject application. Additional information is required before we can continue our review. Please
address the following by December 14, 2000:
1 i The NDPU has concerns that the Operation and Maintenance Manual does not provide enough detail
about how to operate and maintain the cromaglass system. The manual should at a minimum
include at what percentage the mixed liquer suspended solids (MLSS) should be pumped from the
tank and an optimum range of dissolved oxygen concentrations. The manual should be more
specific as to who the operator shall be. It refers to the operator several times as someone who is
knowledgeable about the cromaglass system and know how to "jump start" the wastewater's
organisms if they do not already exist. Has someone who is trained in operating the cromaglass
system been secured as the operator in charge for the proposed system?
2) Page 2 of the manual refers to a CA-5 unit instead of the CA-12 unit as specified in the application
and drawings.
Please reference the subject permit application number when providing the requested information. All
information should be signed, sealed, and submitted in duplicate to my attention at the address below. Please note
that failure to provide this additional information on or before the above requested date can result in your
application being returned as incomplete.
If you have any questions regarding this request, please call me at [phone], extension 546. Thank
you for your cooperation.
Sincerely,
Susan Cauley
Non -Discharge Permitting Unit
cc: 1VIooresvil e Regonal_Office, _Water_ Quality:
Permit File WQ0018635
F. Stephen Swartz, Swartz Engineering Consultants, Inc.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State North
of Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
I
i
Bill Holman, Secretary
0
Kerr T. Stevens, Director
June 21, 2000
MARTIN B. FOIL
9621 HARRIS GLEN DRIVE
CHARLOTTE, NORTH CAROLINA 28269
A-14JAza
0--ft-0--ftmo M X FA
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Acknowledgement of Application No.
WQ0018635
Foil Property Wastewater System
Mechanical Treatment
Mecklenburg County
Dear Mr. Foil:
The Non -Discharge Permitting Unit of the Division of Water Quality acknowledges receipt of your
permit application and supporting materials on June 19, 2000.
Your application package has been assigned to Susan Cauley for a detailed review. The reviewer will
contact you with a request for additional information if there are any questions concerning your
submittal.
If you have any questions, please contact Susan Cauley at 919-733-5083 extension 546. If the reviewer
is unavailable, you may leave a message on their voice mail, and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES
ON THIS PROJECT.
Sincerely,
KI.—M
Kim H. Colson .E.�
Supervisor, Non -Discharge Permitting Unit
Cc: mxesvi7lle IebioMali a zty ton
,;_�l�rl T', cv
Swartz Engineering & Consultants
Permit Application File WQ0018635�.�
a1 t1G Xz"agNTMI.
t1©LQs316 IN iT'= arilTi Q
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper

i
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Hinds' Feet Farm
Post Office Box 2842
Huntersville, North Carolina 28078
Attention: Martin B. Foil III
Dear Mr. Foil:
Coieen H. Sullins
Division of Water Quality
August 29, 2011
RE: Inspection Report
Hinds Feet Farm
Dee Freeman
Secretary
Non -discharge Permit No. WQ0018635
Mecklenburg County
Enclosed you will find the report for the inspection that was conducted on August 26, 20n. The treatment
system appeared to be working satisfactorily. Records were in good order. The system appears to be in
compliance with your permit.
Please note that, as a result of action by the North Carolina legislature, the expiration date for your permit has
been extended until August 31, 2015- Should you have any questions, feel free to call me at 704/235-2183 or
contact me via email at: [e-mail].
Sincerely,
UZI
Peggy Finley
Environmental Specialist
Enclosure
Cc: Kelly Randall, R.S. - Mecklenburg Co. Environmental Health w/encl (email)
Clinton M. Black — CM Black Construction Co., 797 Davidson Dr., Concord 28025 w/encl (email)
MAF/hinds feet farm inspect rpt 8-26-11
610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115
Phone: [phone] FAX: [phone] Internet: http:wvrw./lportal.ncdenr.org/weblwq
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper
One
NorthCarolina
Aaharall'y

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Beverly Eaves Perdue, Governor
Dee Freeman, Secretary
Coleen H. Sullins. Director
NCDEN-R.
NON -DISCHARGE COMPLIANCE INSPECTION
Single Family Surface Irrigation
GENERAL INFORMATION
City/Town/Owner: Martin B Foil, III County: Mecklenburg
Project: Hinds Feet Farm SFR Permit # WQ0018635
Issuance Date: 10/4/06 Expiration Date: 8/31115
Permittee Contact: Martin B Foil III Telephone No.: 704/992-1424 (w)
Email address: mfoilC7.hindsfeetfarm.org 704/922-1423 (f)
Reason for Inspection
X ROUTINE COMPLAINT FOLLOW-UP OTHER
Date of Inspection 8/23/11
Inspection Summar1r;
The treatment system is operating satisfactorily. Records were in good order.
The permittee is making preparations to begin the second building phase; the construction of
the six -bedroom residence. He was advised that a permit modification must be obtained from
the division and was provided with a copy of the application.
Is a follow-up inspection necessary yes no _X_
Inspector's Name/Title: Peggy Finley, Env. Specialist; Maria Schutte, Senior Env. Technician
Telephone No. 704/235-2183 Fax No. 7041663-6040

4
Single Family Spray/Drip Irrigation page 2
W00018635
Treatment
Y Are treatment facilities consistent with those outlined in the permit?
Do all treatment units appear to be operational?
_N*_ Septic tank pumped within last 12 months?
NA Sand filter in good condition?
Comments: Sludge layer is checked yearly. *Tank is currently pumped as necessary. It was
last pumped in June 2007.
Disinfection
X Tablets _Y_ Present in chlorinator? _Y_ Proper Size?
UV System Spare bulb on hand?
Comments: Chlorinator appeared to be working properly. No leaking observed at connections.
Effluent Storage — Lagoon 30 days storage
Y Freeboard > 2 feet
_N_ Evidence of overflow (vegetation is discolored or laying down/broken
_N_ Vegetation (is there excessive vegetation on the lagoon bank)
_N_ Banks/berms (are there signs of seepage, overtopping, down cutting or erosion)
_NA_ Liner (if visible, is it intact)
Comments: Trees have been removed as advised during the last inspection.
Disposal (final end use)
Is application equipment in need of repair?
_ Are buffers adequate?
Are cover crops the type specified in the permit? — In need of improvement?
Signs of run-off? _ Signs of ponding? _ Signs of drift?
Is the acreage specified in the permit being utilized?
Is the application equipment present and operational?
Are there any limiting slopes in the disposal fields?
Are restrictions for use of these areas specified?
_ Is the permit being followed?
_Y_ Is application area access restricted in accordance with the permit? If so, how? Double -
strand wire fence.
Comment: The irrigation system has not been installed.
Recordkeeping
_Y_ Is the permit available upon request?
Y Are operational logs present?
Y Are operation and maintenance records present?
N Has the permittee received any public complaints in the last 12 months?
Comments:

NC®ENR
Beverly Eaves Perdue Collen H. Sullins Dee Freeman
Governor Division of Water Quality Secretary
July 2, 2009
Hinds' Feet Farm, Inc.
Post Office Box 2842
Huntersville, North Carolina 28078
Attention: Martin B. Foil III
RE: Inspection Report
Wastewater Surface Irrigation System
Permit No. WQ0018635
Mecklenburg County, N.C.
Dear Mr. Foil:
Enclosed you will find my report for the inspection that I conducted on June 26, 2009. The report should
be self-explanatory but feel free to contact me if you have any questions (704/235-2183).
Sincerely,
Peggy Finley
Environmental Specialist
Aquifer Protection Section
Enclosure: Inspection Report
MAF/hinds feet farm inspection 6-26-09
Division of Water Quality/Aquifer Protection Section/Mooresville Regional Office
610 E Center Avenue, Suite 301, Mooresville, North Carolina 28115 One
NoithCa+rohna
Phone: [phone]\FAX: [phone]\Customer Service: 1-877-623-6748 Ala" u6 a" lv
Internet: www.newaterquality.org An Equal Opportunity\Affirmative Action Employer

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Beverly Eaves Perdue, Governor
Dee Freeman, Secretary
Coleen H. Sullins. Director
NCDENR
NON -DISCHARGE COMPLIANCE INSPECTION
Single Family Surface Irrigation
GENERAL INFORMATION
City/Town/Owner: Martin B. Foil, III County: Mecklenburg
Project: Hinds' Feet Farm Permit # W00018635
Issuance Date: 10/4/06 Expiration Date: 8/31/11
Permittee Contact: Martin Foil Telephone No.: 704/992-1424
Email address: [e-mail]
Reason for Inspection
X ROUTINE COMPLAINT FOLLOW-UP OTHER
Date of Inspection 6/26/09
Inspection Summarv: (additional comments may be included on attached vases)
The treatment system appears to be operating satisfactorily. The stable has been built. It
contains a toilet and a floor drain in a wash area. These have been piped to the treatment
system.
Trees and woody vegetation have grown up in the lagoon and need to be removed. A tree that
appears to be dead is near the treatment system and should also be removed.
Records were in good order.
Is a follow-up inspection necessary yes no _X
Inspector's Name/Title: Peggy Finley, Environmental Specialist
Telephone No. 704/235-2183 Fax No.704/663-6040

Single Family Spray/Drip Irrigation page 2
W00018635 .
Treatment
_Y_ Are treatment facilities consistent with those outlined in the permit?
_Y_ Do all treatment units appear to be operational? If no, note below.
_Y Septic tank pumped within last 12 months?
_NA_ Sand filter in good condition?
Comments:
Disinfection
Tablets _Y_ Present in chlorinator? Y_ Proper Size?
UV System _ Spare bulb on hand?
Effluent Storage
Inground dosing tank _ Other — Specify - Lagoon X
Number of days of storage _30 days_ Spill control plan on site?
_N_ Alarm system tested?
Comments: A metal fence now encircles the lagoon. Tree saplings and other woody vegetation
are growing in the lagoon.
Disposal (final end use) NA
Is application equipment in need of repair?
Are buffers adequate?
Are cover crops the type specified in the permit? _N_ In need of improvement?
Signs of'run-off? _Signs of ponding? _ Signs of drift?
Is the acreage specified in the permit being utilized?
Is the application equipment present and operational?
Are there any limiting slopes in the disposal fields?
Are restrictions for use of these areas specified?
Is the permit being followed?
Is site access restricted in accordance with the permit? If so, how?
Comments: The irrigation system has not been installed.
Recordkeeping
_Y Is the permit available upon request? °
_Y_ Are operational logs present?
_Y_ Are operation and maintenance records present?
_N_ Has the permittee received any public complaints in the last 12 months?
Comments: 0 & M log was available for review and in good order.

Sent: Thursday, June 18, 2009 1:41 PM
To: [e-mail]
Subject: Wastewater Treatment & Disposal System
Mr. Foil:
This is a follow-up to the voicemail message that I left earlier in the week. I want to make arrangements
to inspect the wastewater system. Please contact me.
Peggy Finley
Please note the change in email address
[e-mail]
North Carolina Dept. of Environment & Natural Resources
Div. of Water Quality - Aquifer Protection Section
Iredell County Government Center
610 E Center St., Suite 301
Mooresville, NC 28115
Ph: [phone] Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records
Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

` RECEIVED
WATER QUALITY SECTION
'. Do..
fix, State of North Carolina Non-[?ischarce °srmlttsny
Department of Environment, Health, and Natural Resources
Division of Environmental Management
uii�� , ::►�,+tt►!:_ rt:r,a I[l?' Non -Discharge Permit Application
'FORMRAYBEPHOTOCOPIED FOR USEASANOR1GNAL)
MECHANICAL TREATMENT ANTI) NONDISCHARGE DISPOSAL FACILITIES
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): A4A-27_1A1 2.- Print Print Owners or Signing Official's Name and Title (the person who is 1e811y D
O
responsible'for the facility and its compliance): M,4R7-1,c/ 8
Ili a C
3. Mailing Address: 9
�o 2-1 / f Gtryi S ['7 E-4
• N cn �.-
City: Ghar-�o ��e State: N
G Zip: Z IP2 4f
Telephone No.: ( 704 ) 724/ — O Z Z�
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
SS/S7�it.e7
S. Application Date: JulLz 9 a o 6. Fee Submitted: S J�O
7. County where project is located: UP-0
8. ` Address of treatment. and disposal facility: / 4-�ZS 8/a'c�-ars boa d
9. Latitude 3S° z�' 37"i�/ ; Longitude: Fa S�" till of disposal facility
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): 100 W5
2. Specify whether project is: X new; renewal*; modification.
*If renewal, complete only sections I, II, III, and applicant signature
(on pg.] 2).Submit -only pgs. 1, 2, and 12 (original and 3 copies of each). Engineer
signature not rrquimd for renewal.
FORM: NITDS 4/91
Page 1 of 13

3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number /U and issue date VIA
4. Specify whether the applicant is public or _� private.
III. INFORMATION ON WASTEWATER:
Nature of Wastewater. /O O % Domestic; X % Commercial;
X % Industrial; X % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
,esi 4-ec_�
3. If wastewater is not domestic in nature, what level of pretreatment has been provided
--to ensure protection of the receiving wastewater treatment facility: IVZ114
4. Volume of wastewater generated by this project: 200 gallons per day
5. Explanation of how wastewater volume was determined:
= 9 0 0
6. Brief project description: 46�P J b.c Se9t4e4U 114 Z25? ;-ea C--IVr y�r/ja i
2n -�41_4. 4 n/" rrn ?� nrl S a✓Gt c� i �tr iG OL5`Y 1 r7 T
le 117cjue%",nT dr5/m4ll_ Cll
IV. DESIGN INFORMATION:
1. Type of wastewater treatment facility (extended aeration, oxidation ditch, activated
sludge, aero-mod, other):
F'I4u.��IGin
7 F ...: �cr�
�. �.:.�_ �..,, lactii:aes W,.. .. ... _
disposal units must be provided in duplicate. Specify: _A*� golf co„Tse spray facility;
coastal facility; N other. How many units have been provided?- A)14
3. Specify the design flow of the facility: oo gallons per day
4. Specify the volume of the reauired flow equalization basin or tank: IVIA gallons
NOTE: The required equalization tank volume is determined from a diurnal h``y�9drograph
analysis of the maximum and minimum flows expected. Sjoua7fzopy4oyl S
S. Specify the number of and capacity of the pumps used for flow equalization:
/A pumps at GPM each.
6. How many bar screens are provided? �-
7. Specify whether bar screens are: _X manually cleaned; mechanically cleaned
2 of 13

8.
How many flow splitter boxes are provided? it%one
9.
Are the flow splitter boxes designed to allow the excess of the average daily flow to'
return to the equalization basin? _-yes; _ no
10.
How many aeration basins are provided?
11.
What type of aeration is provided (coarse bubble, fine bubble, floating aerators, etc.)?
A —du ce d R. eP gyve (/en74cr1Ges i�a �o�
i � �e�i �c . Pi'o_'
12.
Specify the volume for each aeration basin: /3 60 gallons
k
gallons
13.
What is the,detention time in the aeration basin(s)? - 44ovrrs
, g-cyc-le hours
14.
How many clarifiers are provided? O r�.e
15.
Specify the volume for each: /L,4: ` �eArAC wi SLG,
a e,"'oyz � i ijallons
gallons
16.
'What is the sidewater depth of the clarifier? zUZ,4
feet
-17.
What is the detention time'in the clarifier(s)? ON.15.
hours
18.
What is the clarifier surface loading rate?
GPD per square foot
19. What is the clarifier solids loading rate? 1V1A pounds per square foot per hour
20. • What. is the weir loading rate? GPD per foot
21. Specify the volume of the jr4.uirtd sludge holding tank: 1'-1n4e9vae wj 414 gallons
22. Is the sludge holding tank heated? yes; _ Z no
23. Is the sludge holding tank aerated? _ yes; no
24. Deterrninc the popul -4tion equivalency (PE): PE = flow in GPD / 100 GPD per person
ZOO GPD / 100 GPD' per person = Z o population equivalency
25. Determine the per capita sludge capacity (PCSC):
PCSC = sludge tank volume in gallons / ( (PE) (7.48 gal. per cubic foot)) IV
gallons I (( ).(7.48 gal. per cubic ft.)) _
26. List the numlxr and capacity of all blowers and what each serves: /iJ/A
27. How many tertiary filtration units are provided (dual units required)? /Voti-2.
28. - Specify what tertiary filtration units are provided (traveling bridge, dual beds, other):
29. NY,hat is the area of each filter? square feet
30. What is the filter loading rate*? �C/,//4 GPM per square ft.
*Filter loading rate should be less. than 1.25 GPM per square foot
31. What is the clearwell capacity? gallons
3 of 13

PACit✓ 4 �4/y 1)
32.
The minimum clearwell capacity needed is: (filter area) (15 GPM per fc 2) (10 minutes).
Mn. clearwell capacity = ( ft 2) (15 GPM per ft_ 2) (IO min)
,
Min. cle-arwell capacity needed is: zV
A gallons
33.
What is the mudwell capacity?
_A gallons
34.
The minimum mudwell capacity needed is: backwash vol. + inflow during backwash
backwash volume = clearwell capacity NIA
inflow during backwash = (flow) (10 minutes) / 1440 minutes per day
min,. mudwell capacity = (L_ GPD) (10 min.)) / 1440 min./day +
gal•
minimum mudwell capacity needed is:
gallons
35.
What is the thickness of the sand? 7,1A
inches
36.
What is the thickness of anthracite? N/o4
inches.
37.
What are the sand specifications? N/A mm for
effective size;
uniformity coefficient;
% dust content
38.
The sand specifications are included on page of
the plans or
on page iC/ ---,of the specifications.
39. What type of chlorination is provided? 7-{D_q_- G%
40. What is the volume of the chlorine contact chamber? /n=pia-e -71O..7 VCWgallons
41. How much detention time is provided (minimum 30 minutes required)? 3R"UWS
42. Has residual -chlorine removal equipment been provided? yes; _�� no
If yes, what type?
43. - What is the volume of the effluent dosing or spray -tanks? 27,tinn gallons
44. Specify the number of pumps and their capacity: �_ pump, at yP GPM
45. What is the total dynamic head? /`fD feet
46. The pump curves are included qn page
-e page — Pv C�,��e "B ° �� � specifications.
47. Specify the high water alarms provided: _, _audible &visual; /Jlf� auto dialer
48. What sludge handling equipment is provided? AZut e - 6,,1 5C9 c�
49. How, where, and by whom will the sludge -be ultimately disposed?
50. If the sludge is going to be land applied by a contractor list the existing permit number
4fI , and issue date I /I —
51. Explain how the sludge will be treated to comply with the "Processes to Significantly
Reduce Pathogens."; lea A%C ZnT
4 of 13

52. What is the name of the closest downslope surface waters? q w a-h Ce'ee,4
• 53. Classification of closest downslope surface waters: C (as
established by. the Environmental Management Commission and specified on page 10 of
this application)
54. If a power failure could impact waters classified as WS, SA, B; or SB describe which of
the measures are being implemented to prevent such impact, as required in 15A NCAC
2H .0200:
55. If the facility is a coastal facility or a golf course spray irrigation facility describe the
automatically activated standby power system: &�A
56. Describe any other treatment units that are not previously described:
COMPLETE SECTION V, VI , OR VII THAT APPLIES. FOR THOSE
SECTIONS. OR QUESTIONS THAT DO NOT APPLY, WRITE NOT
APPLICABLE OR N/A. ALL OTHER SECTIONS MUST BE COMPLETED
V. RAPID INFILTRATION /CIA
♦ ♦.... I rn.+,ri nr+♦ L •.7...3 / .S:..s..�.{liii':T 1. �rr�.5♦ATti CyZteT t1?,C .,F-Fn� prilvi. r� lli ini
-- - - - -
beds, oche.
2. What is the vertic partition to the seasonal high water table? feet
3. What is the loading rate st not exceed 10 GPD / ft 2)? GPD / ft.2
4. How many disposal areas are the
5. What is the square footage of each dispo square feet
6. "'r at is the square footage o e "green area?" square feet
7. What material is the distributor constructed or.
8. What is the d' eter of the rotary distributor? feet
9. Is th tary distributor hydraulically or motor driven?
5of13

a rev a-. v -,- I , - J
10. The distributor disposal area should be-, completely surrounded b a masonry
type wall that exten east 18 inches bel surface and at least 12 inches
above ground surface. S ow ound: ` inches; and above
ground: inches, these walls extend.
VI. GOLF COURSE SPRAYS — I(JM
1. What is the name and location of the golf course that is being irrigated with treated
wa`. tewatet?
2. What is the vo a of wastewater to be irrigated? allons per day
3. What is the volume the five day detention pond? gallons
.4. How is public access pre ted from the 5 day detention d?
5.. Is the 5 day detention pond lined? _ es; o. What material?
6. What volume of storage is required b ater balance (minimum of.60 days)?
do _ gallons
7.
8.
9.
10.
What volume of storage ' rovided in the storage / ' ation pond?
days;
Is the storage gation pond lined? _yes; _ no. What mate ?
The sp nozzle specifications are on page of the plans specifications
at is the loading rate recommended by the soils scientist (less than 1.75 ' week):
in. / hour, in. / week; in. / year
gallons
VII. SUBSURFACE DISPOSAL
1. Specify the loading rate recommendation, as determined by the soil>scientist.Jor the
subs- 1
2. Specify the loa to recommendation, as determin a soils scientist, for the
repair area (10017o replaceme ubsurface di field: GPD per square ft
3. Specify design loading rate tha occ ' disposal field: GPD / ft2
(In coastal areas aximum is 1.5 GPD / square for gravity systems .and 1.0
GP r square foot for low pressure systems).
6 of 13
P.

4. Specify the number of subsurface fields: ;The dimensions of the fields:
Supply line dia.: Manifold dia.: ; Distribution lateral
dia.: ; Hole dia.: ; Number of laterals: ; Lat length
(typically 70 ft max. for LPP & 100 ft. mm for gravity): ; Tren
width: ; Trench depth: ; Minimum pressure bead* ;
aximum pressure head: ; Minimum vertical separation twren trench
bo oms and mean seasonal high water table: ; Distance on tiers (for LPP not
less an 5 ft.): ;Maximum slope of trenches (should less than 0.2�o for
gravit systems): Details must be provided i plans/specs which
demons ate that the ends of lines are plugged, that.. rn-ups are provided
for LPP, and that measures will be taken (grade oards, etc.) to ensure
that latera s are. properly installed.
5. The following teria should be used for the sizing of)residential septic tanks:
a three
b. four bedroo
c. five bedrooms ,
6. For businesses with a
or less, use minimum 900
use minimum 1000 galto
se. minimum 1250 Eallbn
flow less
be mice the flow.
7. The following criteria shoul
more .than five bedrooms, m
residences*, or establishments
Septic Tank Volume = (1.1
GPD, the minimum tank capacity shall
used or the sizing of septic tanks for residences with
ip family residences, tanks serving two or more
flow between 600 GPD and 1500 GPD:
*Minimum septic tank city acity shall
8. For design flows betwcec11511
sewage flow) + 500 gallons
1500 gallons
GPD, the following criteria shall be
uSe : Seotic Tank Vol . e = (0.75) (daily se.wa flow) +.1125 gallons
9. _ For design flows whi exceed 4500 GPD, use a s tic tank capacity equal to the flow.
10. Specify the septic volume: gallons
11. Specify the pum tank volume: lons
12. Specify the nu ber of pumps and their capacity: p ps at GPM
13. Specify the igh water'alasms: audible & visual; auto dialer
14. The diffe nt disposal fields, laterals, or groups of laterals in a bsurface system arc
-typicall designed to be dosed at different rates or volumes from on another. Explain
the m thod that will be used to ensure that the properdosing rates an volumes occur.
7 of 13

VIII. BUFFERS:
1. The following buffer zones must be maintained:
a) 400 feet between wetted irrigation area and any residence under separate ownership;
b) 4.00 feet between the wetted area and residences outside of the
golf course development for golf course sprays;
c) 100 foot vegetative buffer between nearest residence and edge of spray influence
for golf course spray irrigation disposal systems;
d) 150 feet between wetted area and property lines;
e) 150 feet between the wetted area and property lines of lots outside of the
golf course development for golf course sprays;
f) 200 feet between spray irrigation systems and any adjoining property and shall be,
buffered by trees in coastal areas;
g) 100 feet between wetted area and wells;
h) 500 feet from public surface water supplies or public shallow (less than 50 feet)
groundwater supplies; or 1.00 feet from private groundwater supplies in coastal
areas;
i) 100 feet between wetted area and drainage ways or surface water bodies;
j) 50 feet between wetted area and public right of ways;
"k) 100 feet between wastewater treatment units and wells;
1) 50 feet between wastewater treatment units and property lines.
2. If any of the applicable -buffers are not being met, please explain how the proposed
buffers will provide equal or better protection of the Waters of the State with no increased
potential for nuisance conditions: -
)VIA
THIS APPLICATION PACKAGE RILL NOT BE ACCEPTED BY THE .
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
One original and three copies of the completed and appropriately executed application
form.
The appropriate permit processing fee, in accordance with 15A NCAC 2H..0205(c)(5).
-c
8of13
9

Five sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a topographic map,
a site map which indicates where borings or hand auger samples were taken, a map
showing the treatment/disposal facilities, buffers, structures, and property lines; along with,
all wells, surface waters (100-year flood elevation), and surface drainage features within
500 feet of the treatment/disposal facilities. Each sheet of the plans and the first page of the
specifications must be signed and sealed.
Five copies of an Operational Agreement (original and 4 copies) must be submitted if the
wastewater. treatment and disposal facilities will be serving single family residences,
condominiums, mobile homes, or town houses and if the subject facilities will be owned by
the individual residents; a.homeowners association, or a developer.
Five copies of all reports, evaluations, agreements, supporting calculations, etc., must be
submitted as a part of the supporting documents which are signed and sealed by the North
Carolina Professional Engineer. Although certain portions of this required submittal must be
developed by other professionals, inclusion of these materials under the signature and seal of
a North Carolina Professional Engineer signifies that he has reviewed this material and has
judged it to be consistent -with his proposed design:
6DA soils scientist report which includes texture, color, and structure of soils down to a
depth of seven feet, depth, thickness and type of any restrictive horizons, hydraulic
conductivity in the most restrictive horizon, cation exchange capacity (CEC), depth
of seasonal high water table, soil -pH, soils map (if available), s.nd recommended loading
rates. This report must be signed by the soils scientist~
For systems treating industrial waste or any system with a design flow greater than
25,000 GPD a hydrogeologic and soils description of the subsurface to a depth of twenty feet
or. bedrock, whichever is less. The number of borings shall be sufficient to determine
significant changes in lithology, the vertical permeability of the unsaturated zone and the
hydraulic conductivity of the saturated zone, depth to the mean seasonal high water table, and
a determination of transmissivity and specific yield of the unconfined aquifer.
. A proposal for groundwater monitoring and information on the location, construction details,
and primary usage of all wells within 500 feet of the treatment/disposal facilities.
For subsurface systems disposing of industrial waste a complete chemical analysis of the
typical wastewater to include, but not be limited to Total Organic Carbon, BOD, COD,
-Chlorides, Phosphorus, Ammonia, Nitrates, Phenol, Total Trihalomethanes, Toxicity Test
Parameters, Total Halogenated Compounds, Tots] Coliforms, and Total Dissolved Solids.
in coastal areas a plan for controlling stormwater must be submitted.
I. For spray fields a signed agronomist report which states the type of vegetation that_is planned
-for the spray fields, along with management and harvest schedules.
For spray systems an analysis of the wastewater, including heavy metals totals and synthetic
organics, along with calculations for the most limiting constituents.
For golf course sprays the specifications must require that signs be posted stating that the
golf course is irrigated with treated wastewater, that spraying will occur between 11:00 p.m.
and three hours prior to the daily -opening of the coursc,:that the spray piping will. be a
separate system with no cross connections to a potable water supply (there shall be no
spigots on the irrigation distribution system), and that the,trcatment process will produce an
effluent cx,ith a monthly average TSS of less than 5 milligrams per liter and a daily maximum
TSS of less than 10 miIligrams per liter and a maximum fecal coliform level- of less than 1
per 100 milliliters prior to discharge into.the,five day detention pond.
9 of 13

PAGE 10 (4/91)
1.
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters: m Li Cre.e.%- , /t//e��C�n 6v.�a , Co
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable:16 '
Signature of regional office personnel:
Date:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing)..At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting.the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other): sv�arfi �.-i ,ia.ea.-:n
2: Name and Complete Address of Engineering Firm:. /446 a 4ndnve-r' Ana
City:GLie�r/n 7�7�- State: MCI Zip: 2F2�/-
Telephone No. 7 34 7. OZ Z
3. Project Name: W.95TEGVATE.Q SS/ST�itl1
4. Facility design flow: 90 o GPD
5. Name of closest downslope surface waters: 6q M 0- Grime k
6. County(s) where project and surface waters are located: /We��Le n bv•-A
7. Map name and date:
Cprhe-/iys, NC, / ??
8. North Carolina Professional Engineer's Registration No. l a74o' —
9. Print Name of Engineer S� Srrrra�fz
,�,���tr111fII1RT,,'
10. Seal and Signature (specify date): ,,Z aCARpAp
,�,•.�.oFEssi0.9q .
6076,
'd
10 of 13 '•,,O.,�,,,_aR• �y ,4b
H EN �5

DEHNR MOORESVILLE R U Jun ( 'UU lu:6( r.U2
Jun 06 00 04:05p Swartz Emgineerine 704 366 2951
PAGE 10 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in numbcr 5
below and on the attached map segment:
Name of surface waters: ,e' wta%
Classification (as established by the Environmental Management Coairnission):
Proposed Classification, if applicable -
Signature of regional officeperso Date:
INSTRUCTIONS TO ENGINEER
In order to date_-nvne whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would now toward) must be determined. You are required to
subrni: this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see ansched Iisting). At a minimum, you must
include an 9.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters.You must identify the locadon of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted trap copy.
The application may not be submitted until this form is completed and included with dx submittal.
1. Applicant (corporation, individual, or other): w4r � w ,n.ee.-._ c �•r Ul�a.Ci�;0
2. N&me and Complete Address of Engineering Finm: /466ce_ na
Cary: Zd A40— State: Air— Zip:
Telephone No. 7 a�
3. Project Tame: IL a A.ST�u/A7ic2 sYST
4. Facility design now, o o GPD
5. Name of closest downslope surface water: Alml 6
6. ` County(s) where project and surficc waters are located:
7. Map name and date: Co
9. North Carolina Professional Engineer's RegistradDn No.-
9. Print Name of Engineer --SA'-
10. Seal and Signature (specify 4810
10 of 13
G/410

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh Regional WQ Super.
59 Woodfin Place
P O Box 1507
3800 Barren Dr., Suite 101
Asheville, NC 28802
Washington, NC 27889
Raleigh, NC 27609
7641251.6208
919/946-6481
919Y733-2314
Avery Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Bertie Lenoir
Durtzam Northampton
Burke McDowell
Camden Martin
Edgecornbe Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Cherokee Polk
Craven Pasquotank
Granville Vance
Clay Rutl=ford
Currituck Perquirnans
Halifax Wake
Graham Swain
Dare Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Lee Wilson
Hmd=son Yancy
Gnome Washington
Jackson
- Hertford Wayne
Hyde
Fayetteville Regional WQ Super.
Wachovin Building, Suite 714
Fayetteville, NC 28301
919/486-1541
Anson
Moore
Blades
Robeson
Cumberland
Richmond
Hamcu
Sampson
Hoke
Scotland
Montgomery
a'insIon-Salem F.-g;o^at •wQ curr.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919/761-2351
Alamance. Rockingham
AlJeghany Randolph
Ashe Stokes
Caswell Story
Davidson Watauga
Davie . Wilkes
Forsyth Yadkin
Guilford
Mooresville Regional WQ Super.
919 Notch Main Street
Mooresville, NC 28115
704/663-1699
Alexander
Mecklenburg
Cabamu
Rowan"
Catawba
Stanly
Gaston
Union
Iredell
Cleveland
Lincoln
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
919/395-3900
Brunswick New Hanover
Catgut . Onslow
Columbus Pender
Duplin.

PAGE 12 (4/91)
Name and Complete Address of Engineering Firm: Ens I%12c riyl9 ccnSu 14 - /",7 c_
City: 14-d a 1}-n C at-lo 4tate: XJC Zip: 2-0, Z17
Telephone No. 71):5(-/,5 6 370zz✓
Professional Engineer's Certification:
I, Shenn Sc<�ar f Z , attest that this application for �Di/ 3ro0-ee 6
!A4 S�/e wa-s� sz-lelf'1 has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. 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.
North Carolina Professional Engineer's Registration No. 0 7�,
Print Name of Engineer�Z—
Seal and Signature (specify date):
Applicant's Certification:
I, Ia., A,r1 i'/ , attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete.
Signature Via . Date 'e 4
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL, MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT RECEIVED
POST OFFICE BOX 29535 WATEP,OUALIIYSECTION
512 NORTH SALISBURY STREET ON .1 9 20GO
RALEIGH, NORTH CAROLINA 27626.0535
TELEPHONE NUMBER: 919/733-5083 Non -Discharge Permitting
12 of 13

1)C
AN M 2V
i4/Ar R ��s vED
7-ysFcTioN
g �OCJ
2q,C); RATION AND MAINTENANCE AGREEI`�IE�e%ialijsc
FOR THE DIVISION OF WATER QUALITY. "Voing
Owner: Mai -tin B. Foil, Jr.
Address: 14625 Black Farms Road
Huntersville, NC 28070
Single Family Residence Wastewater Treatment System — Spray Irrigation
Permit Number:
Mecklenburg County
I agree to operate and maintain the wastewater treatment system as follows:
1. The permittee is responsible for the operation and maintenance of the entire treatment and djgq;OSA r;
system, including, but not limited to, the following items: fir;
1=a o
a. The aerobic treatment unit shall be checked monthly, and excess activated sludge bmmas
shall be pumped out as needed to maintain treatment efficiency. rG
b. The pill -type chlorinator shall be checked weekly, and the chlorine reservoirs shallWekey=t,
filled.
c. The spray irrigation pump, pump controls and spray irrigation nozzles shall be checked
monthly and maintained as necessary to be kept in good operating condition.
d. The spray irrigation field shall be inspected monthly to make certain of proper spray.
patterns, that the vegetative cover is maintained so as to provide good forage, that the soil
is assimilating the treated wastewater with no surface runoff, and that no objectionable
odors are being generated.
2. Failure of the Permittee to properly operate this system is subject to a penalty of up to $10,000 per
day.
3. Failure to meet permit conditions or violation of the State's surface or groundwater regulations
will require cessation of occupancy of the residence.
I understand that failure to comply with these conditions along with permit conditions may result in
voiding the permit.
G,r Date:
r
OWNER
®0sy®am h bj,r,V
J„
e� ®a �el:c .0 k Date:
aa(1 �' L "
°`�°e ew ' Notary Signature
all, e
�� My Commission expires: _20o
All B.
b

u _ �
a
CA
I'6� ys D
Fcr/01V
Mecklenburg County � 1 9
Health Department
Cli
June 15, 2000
1= n
�rn
Martin B. Foil
Re: 14625 Black Farms Road'
9621 Harris Glen Drive
File: 1700D
Charlotte, NC 28269
Parcel: 011-241-13
tv
Dear Property Owner:
w
®' o
Receipt of your Application for Improvement Permit for the above referenced property is
acknowledged. A soil evaluation and a site visit have been conducted. The results of the evaluation
indicated that the site is UNSUITABLE
under Rules .1941 SOIL CHARACTERISTICS
(MORPHOLOGY), .1943 SOIL DEPTH, and
.1945 AVAILABLE SPACE. For these reasons your
Application for Improvement Permit is denied.
A possible way to develop the site exists under Rule
.1948(d), which reads as follows:
A site classified as UNSUITABLE may be used for a ground absorption sewage treatment
and disposal system specifically identified in Rules .1955, .1956, or .1957 of this Section or a
system approved under Rule .1969 if written documentation including engineering,
hydrogeologic, geologic or soil studies, indicates to the local health department that the
proposed system can be expected to function satisfactorily. Such sites shall be reclassified as
PROVISIONALLY SUITABLE if the local health department determines that the
substantiating data indicate that:
(1) a ground absorption system can be installed so that the effluent will be non-
pathogenic, non-infectious, non -toxic, and non -hazardous;
(2) the effluent will not contaminate ground or surface water; and
(3) the effluent will be exposed on the ground surface or be discharged to surface waters
where it could come in contact with people, animals, or vectors.
T'he State shall review the substantiating date if requested by the local health department.
Please be advised that you have the right to an informal review by this department. You also have the
right to appeal under G.S. 130A-24, and to have the appeal held in Mecklenburg County
If you have any questions regarding this matter, please call me at 336-5575.
Sincerely, . I
r ,�
Kelly Rarfdall, R.S.
Individual Water and Wastewater Systems
PEOPLE • PRIME • PROGRESS
Environmental Health Division
700 North Tnvon Street 0 Suite 211 • Charlotte, North Carolina 28202-2236

!!$Z..��e°g�i,
OURCE.S;
JI k 26 2000
alVM,JIB
Foil Property, Mecklenburg County, NC
Wastewater Treatment System
WAt& e1 CZ1 r vet)
�SECT1pN
Design Engineer's Report
June 9, 2000
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,Swartz Engineering Consultants, Inc
Charlotte, NC.

On Site Wastewater Treatment for Foil Property, Mecklenburg County, NC
Design Engineer's Report
Background
The subject property is 36.7 Acres, more or less, adjacent to SR 2428 (Black Farms Road) on
its west, and south of Ramah Creek in Mecklenburg County, NC (see Exhibit A: Site Location
Map). The property is mostly wooded with large cleared pasture areas. Currently on the site is
a horse barn, with a large fenced pasture for horse grazing. All pastures slope toward Ramah
Creek at 7% to 10%. The Soil Conservation Service Soil Survey for Mecklenburg shows the
pasture land to be almost entirely Enon B (see Appendix A: Soil Scientist's Report for more
detail on the soils).
The owner plans to build a 6-bedroom house for his family in the forest fringe, facing the
pastures that slope toward the creek. He plans to also build a 1-bedroom guesthouse in the
woods of the southeast comer of the property nearest Black Farms Road.
The lot has been denied an improvement permit for the installation of a septic tank and drain
field (letter enclosed with the application). The Owner plans to construct a secondary
treatment facility with spray irrigation on the fenced horse pasture in order to use his property.
Proposed Approach
One hundred percent household wastewater will be treated to advanced secondary levels using
an aerobic sequencing batch reactor process, with disinfection provided by `pill -type'
chlorination equipment. Disinfected, treated effluent will be pumped to a 30-day holding pond
from which the water will be pumped to spray irrigate the fenced horse pasture. See also
Appendix B: Process Schematic. Under this proposed approach, the quality of treated effluent
will be as shown in Table 1, below.
Table 1: Design Treated Effluent Quality
Parameter Concentration
(MgP
BOD5
20
TSS
20
NH3
15
Dissolved Oxygen
4
Fecal Coliform
30
Swartz Engineering Consultants, Inc 1 of 2

Description of the Treatment and Discharge Process
(See also Appendix C: Design Calculations for details)
Treatment: Wastewater will be treated in a Cromaglass model CA-12 sequencing batch reactor
treatment unit. This process is a continuously fed activated sludge process, with clarification
operated in a batch process. In this process, clarified effluent is pumped at timed regular
intervals via an internal discharge pump to solid-state chlorinator. This treatment technology
consistently produces effluent quality at advanced secondary levels, averaging 20 mg/1 BOD,
20 mg/1 TSS, and 15 mg/l NH3. The process produces anaerobic biosolids residual, with
concentration levels controlled by pumped withdrawal of a portion of the mass before MLSS
levels become too high for optimum biological processing of the domestic waste. This pumped
withdrawal will occur approximately once per year on average. Pumped withdrawal will be by
a licensed septage hauler, with the aerobic biosolids mass hauled to the nearest septage
discharge point within the Charlotte Mecklenburg Utilities system.
Disinfection: Disinfection will be via solid-state chlorine disinfection unit. Chlorine dosage
will be provided through solid chlorine sticks or tablets in one of the several internal "stacks"
to minimize the discharge of high-level chlorine content water which would tend to "burn"
vegetation in the application area.
Spray Irrigation: Disinfected, treated effluent will sent to a 30-day holding pond, where it will
be temporarily stored until it is pumped into the spray irrigation system.
The holding pond will be constructed in the side of the sloping pasture, with soil excavated to
create a dam and the excavation behind the dam providing sufficient volume to create 30 days
storage (30 days x 900 gal/day / 7.48 gal / cu. ft. = 3,610 cubic feet). At an average depth of 4
feet, the pond surface area will be 902 square feet. A 1-foot high berm will be constructed on
the uphill side of the pond so that no surface runoff can enter the pond. Sufficient freeboard
will be provided to account for a heavy rainfall of 12 inches per week to fall directly on the
pond' surface without causing the pond to overflow. The pond will be designed to never
overflow.
The spray irrigation -dosing pump will be installed to withdraw water daily, and pressurize a
network of buried irrigation piping and spray nozzles of the type suitable for installation in a
horse pasture.
Sivartz Engineering Consultants, Inc 2 of 2

Soil Scientist Report

Carlin Soil Consultants Inc.
3024 oak Ridge Circle
Lincolnton NC 28092
Phone [phone], Fax [phone]
F. Stephen Swartz, PE
Swartz Engineering Consultants, Inc.
1400 Andover Rd.
Charlotte, NC 28211
May 30, 2000
Dear Mr. Swartz
We recently completed a site evaluation on the property owned by
Martin Foil on Black Farm Road. This evaluation was to collect data
required to determine the suitability of this property for installation of a
package plant to supply waste water disposal.
The soil data for two test holes drilled in the designated disposal area is
as follows.:
A. Approximately 100 ft. West of the barn.
0" —1.5" sandy loam, friable, single grain/ crumb structure
10 yr 4/6
1.5 " — 5" sandy clay loam, firm, sub angular blocky. structure
7.5 yr 5/8
Saprolite
B. Approximately 120 ft. North west of the barn.
0" - 2" sandy loam, friable, single grain/ crumb structure
10 yr 5/4
2" — 4.5" sandy clay loam, firm, subangular blocky structure
10 yr 4/6
Saprolite
Conductivity test was run using a compact constant head
r as invented by Dr. Aziz Amoozigar, NC State University.
;dun in the vicinity of the above two holes. The results are as
.02 cm/hr
f ( 1 .04 gal/sq.ft g) d
d
1025
���rm 01,

Should there be any unanswered questions or if I can be of any further
assistance please contact me at the above phone number.
Sincerely
William P. Carlin R.S.9 L.. .S
Registered Environmental Health Specialist ( #866 )
Licensed Soil Scientist (#1025 )

IX
SAMPLE DATA SHEET
Measurement No.
Conducted by "Ai ✓ r,
Location _,_ - ' ,� ; ,� ili /?,:�' lasts
Weather Co:r,.dition :
`'
Cow /' Tempera_
Horizon s 7 '
Source of Water ire l/
Hole depth
,z, k cm Measured (: actual) water level in hole
Distance between reference lev-,l
Initi d f2- Z cm
and soil surface
+ D cm Final - t z cm
Distance frori the f ole bt)ttom to
Radius of the hole (r) �_ cm
the reference leve (D)
_-;7j, f�Z cm Clock time
Desired water deptl in hole (H)
- ��Z' — cm Start saturation 129. %y )4w
Constant -head tube setting (d)
cm Steady-state reading
Reservoirs L1.3ed for Measurement
of the Steady -State Flow Rate
Flow Measuring F.eservoir Only
_ Conversion Factor (C.F.) = 20 cm'
Both Flow .Vieasu 7ng and Main
Reservoirs _ rl",_ Conversion Factor (C.F.) = 105 cm'
(To obtain flow vol ime multiply change in water level by the appropi iate C.F. from above )
Clock [Zesery Dir At
Change in Flow Q Q Ksat
Time Readi ig
Water Level Volume
h:min cm min
cm cm cm3/ndn cm3/h cm/h
��ffe
L1=—z7-
—' ��
. /L
-/z
f ha,*three measurements: cm/h (other units)
a+T+�
K%

z. V- Z
SAMPLE DATA SHEET
Measuremene No. _ Conducted by
Location t Yam, ed Date
Weather Condition �R A/,11 Z. Temperature Horizon —= 7 , ' Source of Water w4Zr
Hole depth
Distance between r;ferer.ce level
and soil surface
Distance from the hole bottom to
the reference level (D)
Desired wager dept= i in hole (H)
Constant-he.sd tube setting (d)
cm Measured (.Actual) water level in hole
Initi �d cm
+ cm Fine 1 cm
Radius of t ie hole (r) cm
cm Clock time
cm Start satura ;ion
cm Steady-state: reading
Reservoirs I:.sed fo - Measurement of the Steady -State Flow Rate
Flow Measuring 1 reservoir Only Conversion Factor (C.F.) = 20 cm'
Both Flow Measl ring and Main Reservoirs _ Conversion Factor (C.F.) = 105 cm'
(To obtain flow vo ume multiply change in water level by the appropriate C.F. from above )
Clock
Reser -oir
At
Time
Read ng
h:min
crn
min
4
3
/ r
/L S
_
Change in
Flow
Water Level
Volume
cm
cm
. p
. D- 5
• 0.5
�Z3 _
Average of last three measurements: _ cm/h
Q Q
cm3/-nin Cm3/h
•,;5 1� /
9,3 5,_ sffi
Yl.[
cm/h
. Q ' �q ,I.
®z �oy
®, % = c>/ j (other units '
o�DO IT Z ml r,-C L � . 1
t 1A/e- /4Ar4214 4111, �c J

Cromaglass CA-12 Data

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM. MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL) WAT R- G E j V E D
c�u�i7�}}rr cTION
NIECHA-LAICAL TREATMENT AND NONDISCHARGE DISPOSAL FAWIT
9 2000
I. GENERAL INFORMATION: Nnn a«h�r9e Pe/nliNn
9
1. Applicant (corporation, individual, or other): /14,42.7r/A/ /S •
2.. -Print _ Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): .i1 AR77AI Z3 .
3. Mailing Address: 9& Ze.4 .1�rsy�
City: G�c��%a le State: AI G Zip: Z ?2- 6?
Telephone No.; ( 70-5r- ) 72-4V - O 4-'
4. Project Name (subdivision, facility, or establishment name - should, be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
5. Application Date: !. I-0a 0 6. Fee Submitted: S
7. Count), where project is. located: �.=—C-e- Lh�;-A)SUeC
8. ` Address of treatment. and disposal facility: / 44I25- ?C'?V l-s Zola
'9. Latitude: 3S° z�` 37"it/ ; Longitude: ?0 = � S �G4� of disposal facility
II. PERMIT INFORMATION:
I. Permit No. (will be completed by DEM):
2. Specify whether project is: X _ new; renewal'; modification.
If renewal, complete only sections I, II, III, and applicant signature
(on pg. I 2).Submit only pgs. 1, 2, and 12 (original and 3.copies of each). Engineer
signature not required for renewal.
FOR11: NITDS 419I
Page 1 of 13

3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list -the existing permit number /U and issue date Z"
4. Specify whether the applicant is public or private.
III. 'ENFORMATION OIL WASTEWATER:
1. Nazure of Wastewater. r0 0 % Dorrnstic; x % Cornmcrcial;
X ' % Iridustrial; X % Other waste (specify):
Adc a one or two word description specifying the origin of the wastewater,
2. Please`pro
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
3. If wastewater is not domestic in nature, what level of pretreatment has been provided
to ensure protection of the receiving wastewater treatment facility: 104
4. Volume of wastewater generated by this project: 900 gallons per day
5. Explanation of how wastewater volume was determined:
� _ J _ . i , — 1 _L /" , _ _ — / �%f ,LcL� "" /1 '—, a..a+ = 9 Q Q
6. Brief project description: /�2ra 6�c 52��'� A -ea C_-7�2�n
f T diSivt4e�74a-n
IV. DESIGN INFORMATION:
1. Type of wastev,,amr treatment facility (extended /aeration, oxidation ditch, activated
sludge, aero-mod, other): �Q ce2 ci 'F ha Leh "eateeo11
..ri gnirn.N,.rC.^. �r�� ' '(T �-h C'r, f9i`ilil���, �":!! A,\PiI Ll n,l ir.n ii..�.iii. n n.
-. ••
disposal units must be provided in duplicate. Specify: T golf course spray facility;
Jam' coastal facility; N other. How many units have been provided?/�.
3. Specify the design flow of the facility: ? &70 gallons per day
4. Specify the volume of the rwuired flow equalization basin or tank: ��ga11ons
NOTE: The required equalization tank volume is determined from a diurnal hydrograph
analysis. of the maximum and minimum flows expected. ��jo� 4 zoo°� s
5. Specify the number of and capacity of the pumps used for flow equalization:
Al
,1A —pumps at NZ GPM each.
6'. How many bar screens are provided? �-
7. Specify whether bar screens are: _� manually cleaned; mechanically cieaned
2 of 13
0

e'
8. How many flow splitter boxes are provided? .tlo.se
9. Are the flow splitter boxes designed to allow the excess of the average daily flow to'
MUM to the equalization basin? yes; _ no AIN
10. How many aeration basins are provided? Owe
11. What type of aeration is provided (coarse bubble, fine bubble, floating aerators, etc.)?
Ile -educed P,-es3"yre I/�n�rcri Gesnir�aJm^ i �^eG;�c • fJ-ice
12. Specify the volume for -each aeration basin: /3.so gallons
gallons
13. What is the.,detention time in the aeration basin(s)? 40&rrs , .e,-c, le hours
14. How many clarifiers are provided? - O
15. Specify the. volume for each: M : 4 i1 PAr4_40' We �e a e,"'aY7 � io)gallons
gallons
16, What is the sidewater depth of the clarifier? RZ04 feet
17. What is the detention time In the clarifier(s)? ON_. hours
18. What is the clarifier surface loading rate? IVIA GPD per square foot
19. What is'the clarifier solids loading rate? W1f4 pounds per square foot per hour
.20. What, is the weir loading rate? GPD per foot
21. Specify the volume of the =.uir6d sludge holding tank: % il4e9v� 4i3, gallons
22. Is the sludge holding tank heated? yes; ­ x no
23. Is the sludge holding tank aerated? _eyes; no
24. Determine the population equivalency (PE): PE = flow in GPD / 100 GPD per person-
590D GPD / 100 GPD'per person = 4 population equivalency
25. Determine the per capita sludge capacity (PCSC):
PCSC = sludge tank volume.in .gallons / ( (PE) (7.48 gal. per .cubic foot))
gallons / (f� ) .(7.48 gal. per cubic ft.)) _
26. List the number and capacity of all blowers and what each serves: /%/.}
27. How many tertiary filtration units are provided (dual units required)? An 2
28. Specify what tertiary filtration units are provided (traveling bridge, dual beds, other):
29. What is the area of each filter? /(!1/4 square feet
30. What is the filter loading rate*7 GPM per square ft.
*Filter loading rate -should be less. than 1.25 GPM per square -foot
31. What is the clearrw,ell capacity? gallons
3 of 13

32. The minimum clearwell capacity needed is: (filter area) (15 GPM per ft.2) (10 minutes).
Min. clearwell capacity = ( ft 2) (15 GPM per fL 2) (10 min)
Min. clearwell capacity needed is: _WJA gallons
33. What is the mudwell capacity? . gallons
34. 'The minimum mud well capacity needed is: backwash vol. + inflow during backwash
backwash volume = clearwell capacity /VIA
inflow during backwash = (flow) (10 minutes) / 1440 minutes per day
min.. mudwell capacity = ((GPD) (10 min.)) / 1440 min.lday + gal.
minimum mudwell capacity ncoded is: gallons
35. What is the thickness of the sand? N/A inches
36. What is the thickness of anthracite? Z4LA inches.
37. What are the sand specifications? Nf�} min for effective size;
uniformity coefficient; % dust content
38. The sand specifications are included on page 1W
of the plans or
on page N�/f} of the specifications.
39. What type of chlorination is provided?
40. What is the volume of the chlorine contact chamber? 41,S.-7 40dgallons
41. How much detention time is provided (minimum 30 minutes required)?
42. Has residual chlorine removal equipment been provided? yes; __ no
If yes, what type?
43. What is the volume of the effluent dosing or spray.tanks? zZonO gallons
44. Specify the numbc;r of pumps and thtir capacity: ��_ pump,Y at yP GPM
45. What is the total dynamic head? feet
46. The pump curves are included —
-ePg
a e --eft- pU'to Cu.v�c> „� �� specifications.
47. Specify the high water alarms provided:, audible &. visual;
N auto dialer
48. 'What sludge handling equipment is provided? a ttz - a. �1_ ,cc�
AaC.(
49. How, where, and by whom will the sludge/be ultimately disposed? /
Mn /A_e/C h v r�g t )A
50. If the sludge is going to be land applied by a contractor list the existing permit number
11%J1�} ;and issue daft ___Z�/ 1 -
51. Explain how the sludge will be treated to comply with the "Processes to Significantly
Reduce Pathogens."' /JQro c- 7rea Antzn des
4 of 13

52. What is the name of the closest downslope surface waters? ��i�ra �1-✓e�-�
53. CIassification of closest downslope surface waters: (as
established by. the Environmental Management Commission and specified on page 10 of
t this application)
54. If a power failure could impact waters classified . s WS, SA, B, or SB describe which of
the measures are being implemented to prevent such impact, as required in 15A NCAC
2H .0200:
55. If the facility is a coastal facility or a golf course spray irrigation facility describe the
automatically activated standby power system.
56. Describe any other treatment units that arc not previously described:
1.
COMPLETE SECTION V, VI , OR VII THAT APPLIES. FOR THOSE
SECTIONS. OR QUESTIONS THAT DO NOT APPLY, WRITE NOT
APPLICABLE OR N/A. ALL OTHER SECTIONS MUST BE COMPLETED.
V. RAPID INFILTRATION /v/ A
♦ e �.-n ,+. .i inrtr-r�it(\it CUiteT haz, i TTi1Vt n i�it
. beds, 0Ll l lrl .
2. What is the vemc paration to the seasonal high water table? feet
3. What is the loading rate st not exceed 10 GPD / ft 2)? GPD / fL2
4. How many disposal areas are the
5. V4rhat is the square footage of each dispo -square feet
)rVhat is the square -footage o e "green area?"
What material is the ary distributor constructed of? .
What is the d' eter of the rotary distributor?
Is th tary distributor hydraulically or motor driven?
5of13
square fact
feet

10. The distributor disposal area should be completely surrounded by a masonry
type wall that exten cast 18 inches b_I n surface and at least 12 inches
abeve ground surface. S c-if ow ound: inches; and above
ground: inches, these walls extend.
VI. GOLF COURSE SPRAYS — I(JM
1. What is the name and location of the golf course that is being irrigated with treated
w ,14ewatcr? r
2. What is the vo%accesspm
water to be irrigated?
3. What is the voe day detention pond?
4. How is publiced from the 5 day detention
5..Is the 5 day detention pond lined? — es;
6. "What volume of storage is required b
7. What volume of storage
ons -per day
_ gallons
0What material ?
ater balance (minimum of 60 days)?
in the storage\/ ' ation pond?
days;
Is the storage gallon pond lined?._ yes; _ no. What mien ?
gallons
gallons
Zak-t
sp nozzle specifications are on page of the plans specifications
is the loading rate recommended by the soils scientist (less than 1.75 week):
in. / hour, in. / Week; in. / year
SUBSURFACE DISPOSAL — NIA
Specify the loading rate recommendation, as determined by the soils scientist or the
5uustiii ^ dlsr..,s-u] f....u. c
Specify the loa to recommendation, as determin a soils scientist, for the
repair area (10017o mplaeeme ubsurface di field: GPD per square ft.
Specify design loading rate tha occ . disposal field: GPD / ft2
(In coastal areal aximum is 1.5 GPD / square for gravity systems and 1.0
GP r square foot for low pressure systems
6 of 13
0

4. Specify the number of subsurface fields: ; The dimensions of the fields:
Supply line dia.: Manifold dia.: ; Distribution lateral
dia.: ; Hole dia.: � - ; Number of laterals: ; Lateral length
(typically 70 ft_ max. for LPP & 100 ft. max. for gravity): ; Tren /
width: Trench depth: ; Minimum pressure head ;
aximum pressure head: ; Minimum ver/o2rds,
ion tween trench
bo oras and mean seasonal high water table: ;Dtcrs (for LPP not
less an 5 ft ): ;Maximum slope of trenchless than 0.2�o for
gravit systems): ; Details must be proIanslspecs which
demons ate that the ends of lines are plugged, -ps are provided
for LPP, and that measures will be taken (gr, etc.) to ensure
that latera s are- properly installed.
5.The following 'teria should be used for the sizing ofiitsidcntial septic tanks:
a. three ms or less, use minimumZGPD,
Ions;
b. four bedroo , use minimum 1000 g
c. five bedrooms , se minimum 1250 g
6. For businesses with a d ign flow less that the minimum tank capacity shall
be mice the flow.
7. The -following criteria shoul used or the sizing of septic tanks for residences with
more .than five bedrooms, mu ip family residences, tanks serving two or more
residences*, or establishments wi flow between 600 GPD and 1500 GPD:
Septic Tank Volume = (1.1 (dai sewage flow) + 500 gallons
*Minimum septic tank ca acity shall 1500 gallons
8. For design flows betwee 1500 GPD and 500 GPD, the following criteria shall be -
us -A: SeDtic Tank Vol e = (Q 751 (daily sewa . flow) +_ 1 125 aallnns -
9. ` For design flows whi exceed 4500 GPD, use a s tic tank capacity equal to the flow.
10. Specify the septic volume: gallons
11. Specify the.pum tank volume: Ions
12. - Specify the nu ber of pumps and their capacity: p ps at GPM
13. Specify the igh water -alarms: audible & visual; auto dialer-
14. The diffe nt disposal fields, laterals, or groups of laterals in a bsurface system arc
typicall designed to be dosed at different rates or -volumes from on another. Explain
the m thod that will be used to ensure that the properdosing rates an volumes occur.
7 of 13

VIII. BUFFERS:
1. The folloa,Rng buffer zones must be maintained:
a) 400 feet between wetted irrigation area and any residence under separate ownership;
b) 4.00 feet between the wetted area and residences outside of the
golf course development for golf course sprays;
c) 100 foot vegetative buffer between nearest residence and edge of spray influence
for golf course spray irrigation disposal systems;
d) 1-50 feet between wetted area and property lines;
e) 150 feet between the wetted area. and property lines of lots outside of the
golf course development for golf course sprays;
f) 200 feet between spray =gation systems and any adjoining property and shall be
buffered by trees in coastal areas;
g) 100 feet between wetted area and wells;
h) 500 feet from public surface water supplies or public shallow (less than 50 feet)
groundwater supplies; or 100 feet from private groundwater supplies in coastal
areas;
i) 100 feet between wetted area and drainage ways or .surface water bodies;
j) 50 feet between wetted area. and public right of ways;
-k) 100 feet b:.tvween wastewater treatment units and wells;
1) 50 feet between wastewater treatment units and property lines.
2. If any of the applicable -buffers are not being met, please explain how the proposed
buffers will provide equal or better protection of the Waters of the State with no increased
potential for nuisance conditions:
THIS.APPLICATION PACKAGE "WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
One original and three copies of the completed and appropriately executed application
form.
The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(e)(5).
- - -.r :ra..
8of13

Five sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a topographic map,
a site map which indicates where borings or hand auger samples were taken, .a map
showing the treatment/disposal facilities, buffers, structures, and property lines; along with,
all wells, surface waters (100-year flood elevation), and surface drainage features within
5500 feet of the treatment/disposal facilities. Each sheet of the plans and the first page of the
specifications must be signed and scaled.
0 Five copies of an Operational Agreement (original and 4 copies) must be submitted'if the
wastewater- treatment and disposal facilities will be serving single family residences,
condominiums, mobile homes, or town houses and if the subject facilities will be owned by
the individual residents; a homeowners association, or a developer.
Five copies of all reports, evaluations, agreements, supporting calculations, etc., must be
submitted as a part of the supporting documents which are signed and sealed by the North
Carolina Professional Engineer. Although certain portions of this required submittal must be
developed by other professionals, inclusion of these materials under the signature and seal of
a North Carolina Professional Engineer signifies that he has reviewed this material and has
judged it to be consistent. with his proposed design.
A soils scientist report which includes texture, color, and structure of soils down to a
depth of seven feet, depth, thickness and type of any restrictive horizons, hydraulic
conductivity in the most restrictive horizon, cation exchange capacity (CEC), depth
of seasonal high water table, soil=pH, soils map (if available), and recommended loading
rates. This report must be signed by the soils scientist. .
For systems treating .industrial waste or any system with a design flow grater than
25,000 GPD a hydrogeologic and soils description of the subsurface to a depth of twenty feet
or. bedrock, whichever is. less. The number of borings shall be sufficient to determine
significant changes in lithology, the vertical permeability of the unsaturated zone and the
hydraulic conductivity of the saturated zone, depth to the mean seasonal high water table, and
a determination of transmissivity and specific yield of the unconfined aquifer.
A proposal for groundwater monitoring and information on the location, construction details,
and primary usage of. all wells within 500 feet of the t matment/disposal facilities.
For subsurface systems disposing of industrial waste a complete chemical analysis of the
typical wastewater to .include, but not be limited to Total Organic Carbon, BOD, COD,
Chlorides, Phosphorus, Ammonia, Nitrates, Phenol,, Total Trihalomcthanes, Toxicity Test
Parameters, Total Halogenated Compounds, Total Coliforms, and Total Dissolved Solids.
In coastal areas a plan for controlling stormwater must be submitted.
1. For spray fields a signed agronomist report which states the type of vegetation that_is planned
for the spray fields, along with management and harvest schedules.
For spray systems an analysis of the wastewater, including heavy metals totals and synthetic
organics, along vrith calculations for the most limiting constituents.
For golf course sprays the specifications must require that signs be posted stating that the
golf course is irrigated with treated wastewater, that spraying will occur between 11:00 p.m.
and three hours prior to the daily'opcning of the course,.that the spray piping will. be a
separate system with no cross connections to a potable; water supply (there shall be no
spigots on. the irrigation distribution system), and that the.treatment process will produce an
effluent ,vith a monthly average TSS ofless than 5 milligrarns per liter and a daily maximum
TSS.of less than 10 milligrams per Iiter and a maximum fecal coliform level- of less than 1
per 100 milliliters prior to discharge into .the ,five day detention pond.
9of13

rrriVJ.. av �—i. -j
TO. REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of -the surface waters identified in number 5
b: low and on the attached map segment:
Name of surface waters: 1V%eC-k4_' r16uP:!�_, Co
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable: �JT�
Signature of regional office personnel: Date:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached lisnng). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting.the classification) on the submitted trap copy.
The application may not br submitted.until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other):
2: Dame and Complete Address of Engineering Firm: 446 o Anclovems , : a
�� �/� �° State: Af - Zip:
City: - -
Telephone No. 7 ozrll 36 7. 02- Z9
3'. Project l'same: Fo�C- ,��oPE2T�/ ►/yAs%� ��� 7 e S�.ST��I
4. Facility design flow: ?® a GPD
5. Name of closest down -slope- surface waters:
6. County(s) where project and surface waters are located:
7. Map name and date: CO�'h
S. North Carolina Professional Engineer's Registration No. 6 a7&' -
9. Print Name of Engineer
10. Seal and Signature (specify date): 4g,•;`L CARp��P`��,,
r
Lss�ok'4 b
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10 of 13 *s.,r��%'�ortvE��s
t p H EN

L)EniNN I'IUUICGJVILLL R U Jul I VV 1V •JI I . VL
Jun 06 00 04105p Swartz Engineering 704 3GG 2951 p.2
- W11:[:tl/�Rtll.fll.. tl�.v+ i J�itltl �
PAGE 10 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide nm with the classification of the surface wattrrs identified in nurnbcr 5
b4ow and on the attached map segment:
Name of starface waters: _ c !c bu Co
ClassificaEon (as'established by the EnvimnrmnW Management Commission):
Proposed Classification, if applitable-
Signature of regional office pew Date:
INSTRUCTIONS TO ENGINEER
In order to de.te-mi'ne whether provisions for dual or standby power may be requitid for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be dt:ternlined. You are required to
submi: this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Mat,agernent RegioraJ water Quality Supervisor (see attached listing). At a minimum, you must
include an 1i.5" by l 1" copy of the portion of 17.5 minute USGS Topographic Map which shows
the subject surface waters.' You must identify the location of the facility and the closest downslope
surface eaten (waters for which you an requesting, the classification) on the submitted map copy.
The applicadon may not be submitted until cites form is completed and included with Vue submittal.
1. Applicant (corporation, individual, or other): s"y�q�fzJ ,.repa-�:nc �rtIne.
2. Name and Complete Address of Engineering• Firm:
City: �i�r/r, _— StIte: _ A r _ Zip:
Telephone No. N
3. Project Name: �o�= p�,opFrrK W,45747W,4 TF:- -TE, M
4. Facility design flow: ®e GPD
5. Name of closest downslope surface waters: &MI&b C-l' k .--- —
6. County(&) where project and surface waters are located: �/�%.e��LI—01
7. Map name and date: G D�'n Gil �s . iU � Zly,7__.
S. North Carolina Professional Engineer's Registration No. _ � 9. Print Rame of 1~ngintsar
1�,1111 B 1'I �I.PYIIO+
10. Seal and signature (specify date): ,o�,�w,C,A.R6 '4,
�ott:ss/oy,
elvlvrp
10 of 13 Ile
w
��4ealuUUN

DIVLSION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super,
Washington Regional WQ Super.
Raleigh Regional WQ Super.
59 Woodfin Place
P O Box 1507
3800 Barmu Dr., Suite 101
Asheville, NC 28802
Washington, NC 27889
Raleigh, NC 21609
704f251-6208
919j9.46-6481
919/733-2314 -
Avery Macon
Beaufort Jones
Chatham Nash
Bum. ombe Madison
Berrie Lenoir
Durtiam Northampton
Burke McDowell
Camden Martin
E,dgw=b— Orange'
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Chmbkee Polk
Craven . Pasquotank
Granville VW=
Clay Rutherford
Cunituck Perquimans
Halifax . Wake
Graham Swain
Dare Pitt
Johnston Warren
Haywood Transylvania
Gates Tymil
Lee Wilson
Henderson Yancy
Grz= Washington
Jackson
Hertford Wayne
Hyde `
Fayetteville Regional'WQ Super
Wachovia.Building, Suite 714
Fayetteville, NC 28301
919/4 86-1541
Anson
Moore -
Biadert
Robeson
Cumberland
Richmond
Hameu
Sampson
Hoke
Scotland
Montgomery
Winston-Salem i. nng7 WQ curnr-
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
9191761-2351 .
Alarnance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Sung
Davidson' VA'atauga
Davie.: �Vilkts
Forsyth Yadlart,
Guilford -
Mooresville Regional WQ Super.
919 North Main Street
Mooresville, NC 28115
704/663-1699
Alexander
Cabarrus
Catawba
Gaston
Iredell
Lincoln
Mecklenburg
Rowan'
S tanly
Union
Cleveland
11of13
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 2.9405-3845
919/395-3900
Brunswick New Hanover
Can= Onslow
Columbus Penda
Duplin.

Name and Complete Address of Engineering Firm:
City: /4-a a Ay
c%ver .2oaGP
GLiur/o
Mate: x/c Zip:
Telephone No.
7z74(-/,5
6
37a
Professional Engineer's Certification:
I, S�enl�.� iB,�BarfZ , attest that this application for /�V 364,
11/ask WO 41- has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. 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.
North Carolina Professional Engineer's Registration No. 6 0 7�,-
Print Name of Engineer 12Ir- _/
Seal and Signature (specify date):
d r
6`l�/e0
N
� /Vu 1 N
V+ ,
Applicant's Certification: f�'A'"
I, ,/t�-IatnA,r? rn d , attest that this application for /
has, been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete.
Signature ^ � r� ` Date Ile— Fj
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS: -
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT RECEIVED
POST OFFICE BOX 29535 61iATERcilfiiYS1°GTIOfV
512 NORTH SALISBURY STREETJfl1 9
RALEIGH, NORTH CAROLINA 27626.0535 tgon-DischarSo p._rmit6no-
TELEPHONE NUMBER: 919/733-5083
12 of 13

RQ u�6
OPERATION AND MAINTENANCE AGREEMENT ,��.1 q „ O�
�� �
FOR THE DIVISION OF 'WATER QUALITY `%ml);����Pg®p �J
Owner: Martin B. Foil, Jr.
Address: 14625 Black Farms Road
Huntersville, NC 28070
Single Family Residence Wastewater Treatment System — Spray Irrigation
Permit Number:
Mecklenburg County
I agree to operate and maintain the wastewater treatment system as follows:
The permittee is responsible for the operation and maintenance of the entire treatment and disposal
system, including, but not limited to, the following items:
a. The aerobic treatment unit shall be checked monthly, and excess activated sludge biomass
shall be pumped out as needed to maintain treatment efficiency.
b. The pill -type chlorinator shall be checked weekly, and the chlorine reservoirs shall be kept
filled.
c. The spray irrigation pump, pump controls and spray irrigation nozzles shall be checked
monthly and maintained as necessary to be kept in good operating condition.
d. The spray irrigation field shall be inspected monthly to make certain of proper spray
patterns, that the vegetative cover is maintained so as to provide good forage, that the soil
is assimilating the treated wastewater with no surface runoff, and that no objectionable
odors are being generated.
2. Failure of the Pernuttee to properly operate this system is subject to a penalty of up to $10,000 per
day.
3. Failure to meet permit conditions or violation of the State's surface or groundwater regulations
will require cessation of occupancy of the residence.
I understand that failure to comply with these conditions along with permit conditions may result in
voiding the permit.
Date:
OWNER
osgu®ellubo L ,y
0.'�lA� 4i E'1�1/47 Y� wa
®ti
®®®BaS C03000@
dmd t ; Date: f :._.)
Notary Signature
My Commission expires:

� G
41
P _
P
pRry•cA�oyd'
Mecklenburg County
yygr RECEIVED
QUALITYSr:CTION
V0,ij i 9 2000
Health Department Non-Discha rg® PennifGng
June 15, 2000
Martin B. Foil Re: 14625 Black Farms Road
9621 Harris Glen Drive File: 1700B
Charlotte, NC 28269 Parcel: 011-241-13
Dear Property Owner:
Receipt of your Application for Improvement Permit for the above referenced property is
acknowledged_ A soil evaluation and a site visit have been conducted. The results of the evaluation
indicated that the site is UNSUITABLE under Rules .1941 SOIL CHARACTERISTICS
(MORPHOLOGY), .1943 SOIL DEPTH, and .1945 AVAILABLE SPACE. For these reasons your
Application for Improvement Permit is denied. A possible way to develop the site exists under Rule
.1948(d), which reads as follows:
A site classified as UNSUITABLE may be used for a ground absorption sewage treatment
and disposal system specifically identified in Rules .1955, .1956, or .1957 of this Section or a
system approved under Rule .1969 if written documentation including engineering,
hydrogeologic, geologic or soil studies, indicates to the local health department that the
proposed system can be expected to function satisfactorily. Such sites shall be reclassified as
PROVISIONALLY SUITABLE if the local health department determines that the
substantiating data indicate that:
(1) a ground absorption system can be installed so that the effluent will be non-
pathogenic, non-infectious, non -toxic, and non -hazardous;
(2) the effluent will not contaminate ground or surface water; and
(3) the effluent will be exposed on the ground surface or be discharged to surface waters
where it could come in contact with people, animals, or vectors.
The State shall review the substantiating date if requested by the local health department.
Please be advised that you have the right to an informal review by this department. You also have the
right to appeal under G.S. 130A-24, and to have the appeal held in Mecklenburg County
If you have any questions regarding this matter, please call me at 336-5575.
Sincerely, l
Kelly Raifdall, R.S.
Individual Water and Wastewater Systems
PEOPLE . PRIDE • PROGRESS
Environmental Health Division
700 North Treon Street • Suite 211 • Charlotte, North Carolina 28202-2236

Foil Property, Mecklenburg County, NC
Wastewater Treatment System
VVA1 E F-I V ED
`' 17YSECTION
. f�►�r�,!?rseh�;�� PAtTiilfftrj�
Design Engineer's Report
June 9, 2000
n"bFEJS/OR.R�''
n 6`A��rsefrevwl4/N 1� � A �// J V V
% 6076 ri
Ay
JJr �4yw1a1wys�.a�!yw
9'4"JAJ181110%
Swartz Engineering Consultants, Inc
Charlotte, NC.

On Site Wastewater Treatment for Foil Property, Mecklenburg County, NC
Design Engineer's Renort
$ackwound
The subject property is 36.7 Acres, more or less, adjacent to SR 2428 (Black Farms Road) on
its west, and south of Ramah Creek in Mecklenburg County, NC (see Exhibit A: Site Location
Map). The property is mostly wooded with large cleared pasture areas. Currently on the site is
a horse barn, with a large fenced pasture for horse grazing. All pastures slope toward Ramah
Creek at 7% to 10%. The Soil Conservation Service Soil Survey for Mecklenburg shows the
pasture land to be almost entirely Enon B (see Appendix A: Soil Scientist's Report for more
detail on the soils).
The owner plans to build a 6-bedroom house for his family in the forest fringe, facing the
pastures that slope toward the creek. He plans to also build a 1-bedroom guesthouse in the
woods of the southeast comer of the property nearest Black Farms Road.
The lot has been denied an improvement permit for the installation of a septic tank and drain
field (letter enclosed with the application). The Owner plans to construct a secondary
treatment facility with spray irrigation on the fenced horse pasture in order to use his property.
Proposed Approach
One hundred percent household wastewater will be treated to advanced secondary levels using
an aerobic sequencing batch reactor process, with disinfection provided by `pill -type'
chlorination equipment. Disinfected, treated effluent will be pumped to a 30-day holding pond
from which the water will be pumped to spray irrigate the fenced horse pasture. See also
Appendix B: Process Schematic. Under this proposed approach, the quality of treated effluent
will be as shown in Table 1, below.
Table 1: Design Treated Effluent Quality
Parameter Concentration
(mg/L)
BODs
20
TSS
20
NH3
15
Dissolved Oxygen
4
Fecal Coliform
30
Swartz Engineering Consultants, Inc 1 of 2

Description of the Treatment and Discharge Process
(See also Appendix C: Design Calculations for details)
Treatment: Wastewater will be treated in a Cromaglass model CA-12 sequencing batch reactor
treatment unit. This process is a continuously fed activated sludge process, with clarification
operated in a batch process. In this process, clarified effluent is pumped at timed regular
intervals via an internal discharge pump to solid-state chlorinator. This treatment technology
consistently produces effluent quality at advanced secondary levels, averaging 20 mg/l BOD,
20 mg/1 TSS, and 15 mg/1 NH3. The -process produces an aerobic biosolids residual, with
concentration levels controlled by pumped withdrawal of a portion of the mass before MLSS
levels become too high for optimum biological processing of the domestic waste. This pumped
withdrawal will occur approximately once per year on average. Pumped withdrawal will be by
a licensed septage hauler, with the aerobic biosolids mass hauled to the nearest septage
discharge point within the Charlotte Mecklenburg Utilities system.
Disinfection: Disinfection will be via solid-state chlorine disinfection unit. Chlorine dosage
will be provided through solid chlorine sticks or tablets in one of the several internal "stacks"
to minimize the discharge of high-level chlorine content water which would tend to "burn"
vegetation in the application area.
Spray Irrigation: Disinfected, treated effluent will sent to a 30-day holding pond, where it will
be temporarily stored until it is pumped into the spray irrigation system.
The holding pond will be constructed in the side of the sloping pasture, with soil excavated to
create a dam and the excavation behind the dam providing sufficient volume to create 30 days
storage (30 days x 900 gal/day / 7.48 gal / cu. ft. = 3,610 cubic feet). At an average depth of 4
feet, the pond surface area will be 902 square feet. A 1-foot high berm will be constructed on
the uphill side of the pond so that no surface runoff can enter the pond. Sufficient freeboard
will be provided to account for a heavy rainfall of 12 inches per week to fall directly on the
pond surface without causing the pond to overflow. The pond will be designed to never
overflow.
The spray irrigation -dosing pump will be installed to withdraw water daily, and pressurize a
network of buried irrigation piping and spray nozzles of the type suitable for installation in a
horse pasture.
Sivartz Engineering Consultants, Inc 2 of 2

Appendix A
Soil Scientist Report

Carlin Soil Consultants Inc.
3024 Oak Ridge Circle
Lincolnton NC 28092
Phone [phone], Fax [phone]
F. Stephen Swartz, PE May 30, 2000
Swartz Engineering Consultants, Inc.
1400 Andover Rd.
Charlotte, NC 28211
Dear Mr. Swartz
We recently completed a site evaluation on the property owned by
Martin boil on Black Farm Road. This evaluation was to collect data
required to determine the suitability of this property for installation of a
package plant to supply waste water disposal.
The soil data for two test holes drilled in the designated disposal area is
as follows:
A. Approximately 100 ft. West of the barn.
0" —1.5" sandy loam, friable, single grain/ crumb structure
10 yr 4/6
1.5 " — 5" sandy clay loam, firm, sub angular blocky structure
7.5 yr 5/8
Saprolite
B. Approximately 120 ft. North west of the barn.
0" — 2" sandy loam, friable, single grain/ crumb structure
10 yr 5/4
2" — 4.5" sandy clay loam, firm, subangular blocky structure
10 yr 4/6
Saprolite
Conductivity test was run using a compact constant head
e,r as invented by Dr. Aziz Amoozigar, NC State University.
erqn in the vicinity of the above two holes. The results are as
.02 cm/hr d
.04 gal/sq.ft.� au
�ORTFi CR

Should there be any unanswered questions or if I can be of any further
assistance please contact me at the above phone number.
Sincerely �Q %�
William P. Carlin R.S., L .S
Registered Environmental Health Specialist ( #866 )
Licensed Soil Scientist ( #1025 )

Z -Z
lAMPLE DATA SHEET
Measurement No. _ Conducted by
Location _:t cam. `ems'• Date �;' 1i
Weather Conditioner n%ems Temperature
Horizon _= 7 f ' Source of Water !%Z/
Hole depth cm Measured (.:actual) water level in hoh
Distance bevveen r ;ference level Initi al cm
and soil surface + cm Fine 1 cm
Distance from the bole bottom to Radius of t ie hole (r) cm
the reference leve l (D) — cm Clock time
Desired water dept i in hole (H) - cm Start saturation
Constant -head tube setting (d) = cm Steady -stag.: reading
Reservoirs l;; sed fo - Measurement of the Steady -State Flow Fate
Flow Measuring reservoir Only Conversion Factor (C.F.) = 20 cm'
Both Flow MeaR ring and Main Reservoirs _ Conversion Factor (C.F.) = 105 cm'
(To obtain flow vo ume multiply change in water level by the appropriate C.F. from above )
Clock Reser loir At Change in Flow Q Q K ,
Time Read ng Water Level Volume
h:min cm min cm cm cm3/ nin cm3/h cm/h G
/.� a �a k_ �� ..
r•
�Sz_.
��
• . IP
Average of last thr(e me,,Lgurement,s: K.,
cm/h
o� ®t g / a n� / (other units
� � `� t' /o �r�a ����
��'.
_���
/�.d_/�R i ram. n1D0
I`�� L !�►i r,� tj �i ..
`;,e �.� e oil'/�.sr
7e S Ass
of
x

SAMPLE DATA SHEET
Measuremen: No. Conducted by
Location _ , ,�:; !irr /�:� Date
Feather Co:r.dition coo / Temperature
Horizon �;r 7 Source of Water ff _
Hole depth ',. > cm Measured (actual) water level in hole
Distance between inference lev-,I Initi,d f�- em
and soil surface + 1D 9- cm Fina t t z � cm
Distance fro:rn the role bottom to Radius of the hole (r) �_ cm
the reference [eve (D) .11_ cm Clock time
Desired water deptl in hole (H) - ,(;.) �7' _ cm Start saturation )41*
Constant -heed tube setting (d) _ �L_ cm Steady-state reading /a.:
//t?" t3
Reservoirs t'Ised foi Measurement of the Steady -State Flow Rate
Flow Measuring F.eservoir Only _ Conversion Factor (C.F.) = 20 cm -
Both Flow V4easu ing and Main Reservoirs c/ Conversion Factor (C.F.) = 105 cm'
(To obtain Dow vol ime multiply change in water level by the appropi iate C.F. from above )
Clock P mry Dir At Change in Flow Q Q KSat
Time Readi ig Water Level Volume
h:min cm min cm cm cm3/ntin cm3/h cm/h
ILI
.07
/L
//'off _33.,,3 _ /;7 r B f� •7• — ��•a _'/.� -/Z
Avegf =lia-three measurements: Ksat = cm/h T (other units)
39

Cromaglass CA-12 Data

Cromaglass Wastewater
TYPICAL CYCLE
Treatment Systems'
DESIGNED as a continuously
FILL; AERATION
Flow enters the Solids Retention
fed activated sludge process
Section (A) which is separated by non -
with clarifiers that are operated
on a batch basis.
corrosive screen. Inorganic solids are
retained behind the screen. Organic
All Cromaglass treatment sys-
solids are broken by turbulence created
tems operate on identical
with mixed liquor being .forced through
principles: Turbulent aeration of
screen by submersible aeration pumps.
incoming wastes and batch
This eliminates the need for mechanical
treatment of bio-mass in sepa-
comminution.
rate aeration and quiescent
AERATION
settling chamber.
Liquid and small organic solids pass
DISCHARGED effluent is an
through the screen into the continuing
Aeration Section (B). Air and mixing are
odorless liquid, almost clear in
provided by submersible pumps with
color, with a reduction in BOD
venturi aspirators that receive air through
and Suspended Solids over
pipe intake from the atmosphere.
90%. Even higher efficiencies
can be achieved if required.
DENITRIFICATION (OPTIONAL)
Provided by an anoxic period during the
DENITRIFICATION is now
regular treatment cycle. Cromaglass
mandated in many areas and
units create anoxic conditions by closing
Cromaglass Systems are
the air intakes of the aeration pumps
capable of Denitrification with
with electric valves. This stops aeration,
the addition of an anoxic cycle
but the system continues mixing.
following aeration.
TRANSFER/SETTLE
Per -batch cycling is 120-240
Treated mixed liquor is transferred by
minutes. Optimum quality stan-
pumping to the Clarification Section (C).
dards- are maintained' even
The transfer period overfills the Clarifier
At peak intake levels be
with the excess spilling through over -
of -batch-transfer and batch-
flow weirs back into the main Aeration
reserve functions.
Section. Transfer ceases and Clarifier
Proven effluent quality is at-
(C) is isolated — solids separation
occurs under quiescent conditions.
tested to by independent lab-
oratory research and testing.
DISCHARGE
National standards such as
After settling, effluent is pumped out of
established by the National
the Clarifier (C) for discharge. Return
Sanitation Foundation and
sludge is from the bottom of the Clarifier
Federal EPA have been sur-
(C) back into the main Aeration Sec -
passed. Effluent quality is ac-
tion (B) using a submersible pump., or
cepted for RECYCLE use with
sludge can be wasted to a Sludge
irrigation and toilet flushing.
Processing Tank.
Crommaglass° BENEFITS
Thoroughly Tested © No Offensive Noise or Odors
• Modular Construction ® Easily Installed
•'Easily Expanded m Positive Discharge
• Lightweight "Flow Thru" Eliminated
• Accepts Overload
• Automatic Controls
• Monitoring 24 Hours.
• Noncorrosive

PROVEN QUALITY
Assurance of treatment quality has been accom-
plished through independent laboratory research and
testing supported by sampling from installed systems
(results available upon request). National Standards
as established by Federal EPA and the National
Sanitation Foundation have been surpassed. Effluent
quality with over 90-95% reduction of BOD and
Suspended Solids enables Cromaglass to be
designed where other methods are not acceptable.
Recycled effluent is currently being used for landscape
irrigation and as a toilet flushing medium.
Effluent Sample from Model CA-120 Showing Surface Discharge
by Irrigation System.
COST-EFFECTIVE SMALL
COMMUNITY SYSTEMS
Treatment of wastewater in small communities and
schools located beyond a municipal system presents
a challenge to consulting engineers. Cromaglass
Systems offer a cost-effective alternative solution.
Many of these professionals have turned to the
Cromaglass Batch Treat Process, an alternative
and innovative technology assessed favorably by
Federal EPA to be used where conventional sewer-
age systems are unavailable or not cost effective.
This modular concept design has proven less costly
and more environmentally sound than other sewer-
age installations. Several schools as well as small
community projects have specified Cromaglass.
REDUCE® ®RAIN FIELD SIZE AND
SURFACE DISCHARGE CAPABILITIES
Because of the clear, odorless quality and high treat-
ment standards of Cromaglass Systems, drain field
size can be reduced substantially from that required
for conventional systems. With optional disinfection
added, these systems are permitted for surface dis-
charge under conditions normally unsuitable for sub-
surface disposal.
All tanks in place ready for backfill. Note concrete pads and stain-
less steel tie -down rods.
Batch Processing is capable of high treatment even
under a. wide range of flows as found in growing
communities. Also with varying organic loadings of
commercial, school and institutional use, excellent
effluent standards are maintained. This feature is an
integral part of the `system to cover temporary emer-
gencies or upsets.
DESIGN FEATURES
Models CA5 • CA12 • CA15
• Reserve volume • Strong fiberglass
capacity evens out — — construction.
flow during peak\ s /Corrosion -free tank
use periods. and piping.
• Primary compartment
reduces solids and
• Dual compartment
speeds decomposition.
awn,;
audible/visual alarm
• Submerged pumps
7 r P " `
sensors.
provide agitation and
heat transfer to tank
liquid for maximum•Automatic
pump
bacterial action during
discharge permits
cold weather. No
uniform drainfield
wasted energy.
dosing.
2-

NOISE
AND
ODORS CONTROLLED
Attractive tank modules with locked maintenance
hatchways enable Cromaglass Systems to be
installed without odors or noise associated with other
types of open sewage treatment plants, when operated
properly. Tanks can be installed below ground close
to buildings being served '— saving unneeded pipe
and/or pump expense.
BY-PASS
NOT POSSIBLE
Cromaglass Systems are designed to make by-
pass and inte.rtank contamination impossible. When
operated properly, no bio-mass can transfer from one
section to another except through the programmed
pumping system. All sludge collected in the settling
chamber is automatically returned to the aeration
section for further aeration and breakdown. This
results -in low sludge accumulation. Most residual
sludge that collects is made up of biological ash and
insoluble particles. Sludge can also be wasted to a
Sludge Processing Tank.
MAXIMUM OPERATIONAL
FLEXIBILITY PROVIDED BY
PLC CONTROLS
State -of -the -Art PLC controls will respond to the
inputs from level sensors and probes in the tanks.
The PLC automatically adjusts treatment parameters
in response to changes sensed in the influent. It
can store a permanent record of all operational
functions, which provides information on each
function of each cycle for whatever time reference
desired. Such information can indicate if service or
maintenence is needed, and the operator can then
schedule it before a failure occurs.
STRONG, LIGHTWEIGHT, and REUSABLE
Corrosion -proof vessel construction of strong, lightweight fiberglass. Covers and locking hatches are also of fiber-
glass. Tanks are constructed to withstand pressure involved when installed at acceptable depths below ground.
Being light in weight means expensive cranes are not required, saving installation costs. Because Cromaglass
Systems are completely integrated, compact and transportable, they can be reused, relocated and/or resold when
changing circumstances warrant.
Lightweight fiberglass mod-
ules being off loaded and set
in place in the excavation/
concrete pad. This is typically
done by backhoe used to ex-
cavate the site.
3-

Cromaglass Systems can be installed in modules,
meaning a lower initial investment. The system can
start with one independent module designed to treat
the initial loading.
As development grows, additional modules can be
added as needed.
Modules can be added at the. initial site, or if more
economical, a new treatment site can be used.
Because a batch system requires less land area, it
can be placed in multiple locations — saving addi-
tional piping/pumping cost.
Cromaglass Wastewater Treatment Systems are
essentially Sequencing Batch Reactors (SBR) as
opposed to conventional continuous flow activated
sludge systems. Treatment is by timed sequences
within a single vessel. Continuous flow systems
require several vessels, using a larger land area and
higher installation costs.
Because time functions can easily be changed, an
SBR provides custom treatment dependent on vary-
ing hydraulic and biological loading up to the
designed capacity of the system.
PHASE 1
PHASE 2
PHASE 3
CR®MA WATCH
Cromaglass has introduced one of the industry's
first central station monitoring wastewater treatment
systems.
With the use of a unique combination of telecommu-
nication computers, word processors, and dedicated
people, the Plant Operator, Cromaglass, and the
Servicing Distributor are all notified if a treatment unit
should malfunction.
The microprocessor is built into the Cromaglass
System. This 24-hour monitor will relay over an
"800" telephone line to the control center computer
the reason for an alarm. An on -duty operator will then
call to report a CromaWatch activity. This will assure
prompt response to a malfunction.
IN

Jr GVIf I1NMI %JIVJ
POWER:
115v/230v - Single Phase.
230v/460v - 3 Phase available.
CONTROL PANEL:
Nema 1 enclosure standard.
Nema 3R, 4, 7 and 12 available.
ALARM:
Red light mounted on panel plus Audible alarm.
Remote monitor to phone preset numbers in case of alarm.
CONSTRUCTION MATERIALS:
Tank - Fiberglass.
Comminution Chamber - Fiberglass and noncorrosive screen.
Piping and Fittings - Schedule 40 PVC - NSF approved.
Metal Fittings - Stainless steel.
PUMPS
TOTAL HEAD - FEET (METERS)
AMPERAGE
5 (1.52) 10 (3.05) 15 (4.57) 20 (6.10) 25 (7.62)
MAX.
LOCKED
MODEL
RUN
AMPS.
ROTOR
AMPS.
CAPACITY- G.P.M. (UMIN.)
1/4 H.P.
30 (114)
26 (98)
20 (76)
12 (45)
10
15.6
DISCHARGE
1/3 H.P.
100 (379)
80 (303)
60 (227)
36 (136)
3 (11)
9.4
32.2
WE0311 M
1/2 H.P.
150 (567)
120 (454)
90 (340)
52 (196)
8 (30)
14.5
34.9
WS0511 B
1 H.P.
WS10128F
- -
170 (644)
157 (595)
127 (481)
95 (360)
12.3
-
Ar"InITII IAl CVCTGIIII CPF(JFI(tATInK1S
MODEL LENGTH WIDTH HEIGHT
SHIPPING
WEIGHT
LBS. (KG.)
24 HR. MAX.
CAPACITY
GALS. (METER')
DISCHARGE
VOLUME
GALS, (METER')
DISCHG.
PER
DAY
TANK
VOLUME
GALS. (W)
AERATION
CAPABILITY
#OJ24 HR.
ORGANIC LOADING
MAX. B005
PER 24 HRS.
ELECTRICAL
CONSUMPTION
KWH/24 HRS,
TOTAL AMPS.
REQUIRED
12v/230v
CA-5
7'11" (2.4m)
57' (1.7m)
57"(1.7m)
704 (319)
500 (1.9)
85(.32)
6
.923 (3.5)
4.0
1.25 IDS.
8.0
15a -120v
CA-12
1VT (3.4m)
57' (1.7m)
57' (1.7m)
1020 (463)
1200 (4.5)
200 (.76)
6
1358 (5.1)
4.4
2.44
8.0
15a - 120v
CA-15
11'T (3.4m)
57' (1.7m)
57" (1.7m)
1020 (463)
1500 (5.7)
260 (.98)
6
1358 (5.1)
6.67
3.7
10.0
15a- 120v
CA-25
1410" (4.5m)
610' (2.1 m)
610" (2.1 m)
1720 (780)
2500 (9.5)
420 (1.6)
6
2910 (11.0)
131
6.2
21.0
30a - 120v
CA-30
1410" (4.5m)
610" (2.1m)
610" (2.1m)
2070 (939)
3000 (11.4)
400 (1.51)
8
2910 (11.0)
23.5
7.5
55/66'
60a - 230v
CA-50
19'T (4.5m)
7'4" (2.2m)
BT (2.5m)
2684 (1217)
5000 (18.9)
625 (2.37)
8
4950 (18.7)
23.5
15.0
55/65'
60a - 230v
CA-60
19'T (4.5m)
7'4" (2.2m)
8'3" (2.5m)
2684 (1217)
6000 (22.7)
625 (2.37)
10
4950 (18.7)
23.5
15.0
55/65'
60a - 230v
CA-100
42-10" (13.1 m)
T4" (2.2m)
81" (2.5m)
4885 (2216)
10,000 (37.9)
1000 (3.79)
10
9186 (34.8)
43.7
24.3
60178'
100a - 230v
CA-120
4210" (13.1m)
74" (2.2m)
BIT (2.5m)
4885 (2216)
12,000 (45.4)
1000 (3.79)
12
9186 (34.8)
43.7
24.3
60/78'
100a - 230v
CA-150
4210' (13.1m)
74" (2.2m)
1 8'3" (2.5m)
4950 (2245)
15,000 (56.8)
1250 (4.7)
12
9186 (34.8)
82.5
1 45.0
82/100'
100a - 230v
- Dependent on biological and hydraulic loading, add 15% for de -nitrification
PROCESS DESCRIPTION
4 2 AIR INTAKE JUNCTION BOX
I
rRETENTION
5
6" INLET
3 15 2
7 CONTACT`::
6 CLARIFIER:;
.fzt,STANDBYLEVELs
6 11
--------- - ------------ --
VIEW: A -A
2" OUTLET
1 Aerobic Wastewater Treatment Plant Mode CA.50 11 `iSludge Returm Pump
2
Tank Model CA 50;
12 Aeration Pump .
3
Manhole
13 'Float :Sludge Return F1
4
Cover
14 'Float Dlschar e:F1
9..
5
Baffle
15 ;Float Discharge Alarm
6
Concave Baffle
16 :Float Dlscharge'Shut 'Off
7
`Support Baffle 17 <Float Dual Aeration
8 Screen Baffle
18 i;Float Hlgh Water Alarm?:
9
Dscharge,Pumps°= Duplex;
19 Floating'Dlscha�ge Assembly
10
, Transfer Pump
CROMAGLASS Corporation Represented By:
P. O. Box 3215, 2902 North Reach Road
Williamsport, PA 17701
Phone: [phone] • Fax: [phone]
Email: [e-mail] w www.cromagiass.com

HOW IT WORKS
Model. CA-5, CA-12, CA-15
Contrpl P_an..9I
Pump #1 (P1) provides aeration and mixing in both the aeration
chamber and clarifier. P1 is controlled by the bottom microswitch on
the twenty-four (24) hour timer. P1 is energized when the timer dial
tabs depress the micro switch closing the normally open contacts.
Pump 42 (P2) is the discharge pump. P2 is controlled by the top
microswitch on the twenty-four (24) hour timer. When the microswitch
arm is released by the timer dial tabs, the normally closed contacts of
the microswitch close and electric current flows to the low water
mercury float switch in the aeration chamber. If this float switch is
satisfied ( closed) the electric current continues on to the discharge
pump. P2 will run until the liquid level in the clarifier drops and the
P2 float breaks.
P2 will not operate when the liquid level in the aeration chamber
is below the low water float level. The purpose for this is to maintain a
minimum mixed liquor level in the system.
The settling period is sixty (60) minutes long and is the time
between the shut off of the aeration pump (.P1) and the start of the
discharge pump (P2). The P2 microswitch arm trails the P1 microswitch
arm by four (4) tabs which establishes the sixty minute settling period.
The timer is set for six (6) aeration/settle/discharge cycles per
day. This is done by programming six (6) indentical sequences on the
timer consisting of eleven (11) tabs outward and five (5) tabs inward.
Each tab is equal to fifteen (15) minutes.
Alarm
The high water alarm circuit consists of a mercury float switch
(AL) in the comminution chamber and an alarm light on the control
panel. When the liquid level in the comminution chamber rises to the
alarm float, the float switch closes and completes the circuit. The alarm
light will remain on until the liquid level drops.
910628JNL

A
4-
FULL BAFFLE WITH
RETURN SLUDGE WEIRS
�— IB1t2
sEam GC
d68C710N Do% MELT.) 2"AIR INTAKE
c �� �T•e
LOW WATER SENT OFF FLOAT 52 1j•
1
11/q d9O1AFKE —%
sf
CONTACT 11 L 1�1i SECTINE TION' /
CLARFTEA l�� ON tl}p
TT8 �i— 1 Id-211 I
C .4] SECTION A -A �B
A
WATER ALARM FLOAT
.4"DW ICET OPTIONAL
6T`
2 S"
—0 00
—2i ID
FULL BAFFLE WITH
SCREENED BOT TON
1
1 i
N 1l
I "
I I
SECTION B B
CROMAGLASS Co:,.we t,r N. KIES$LINS
WILLIAMspORT. PENN�wo+v o L..1'. Q. ?[+tt 1•• i
fl-at WASTE WATER TREATMENT PLANT rsa CA- 13

APPLICATIONS
Specifically designed for the
following uses:
• Homes
• Sewage systems
• Dewatering
• Water transfer
SPECIFICATIONS
Pump:
• Solids handling capabilities:
11/2" maximum.
• Discharge size: 2" NPT.
• Capacities: up to 140 GPM.
• Total heads: up to 26 feet
TDH.
• Mechanical seal: silicon
carbide rotary/silicon
carbide stationary, 300
series stainless steel metal
parts, BUNA-N elastomers.
• Temperature:
1040F (40°C) continuous
140°F (60°C) intermittent.
• Fasteners: 300 series
stainless steel.
• Capable of running dry
without damage to
components.
Motor:
• Single phase: l/ HP, 115 V,
200 V, or 230 V, 60 Hz, 1750
RPM. Built-in overload with
automatic reset.
• Three phase: 1/2 HP, 200/230
/460 V, 60 Hz, 1750 RPM.
• Class B insulation.
•.Overload protection must be
provided in starter unit.
• Shaft: threaded 400 series .
'stainless steel.
Bearings: ball bearings —
upper and lower.
• Power cord: 20 foot
standard length (optional
lengths available).
Single phase:16/3 SJTO
with three prong plug.
Three phase: 14/4 STO with
bare leads. On CSA listed
models: 20 foot length
SJTW or STW are standard.
FEATURES
■ Impeller: Cast iron, semi -
open, non -clog with pump
out vanes for mechanical seal
protection. Balanced for
smooth operation. Silicon
bronze impeller available as
an option.
m Casing: Cast iron volute
type for maximum efficiency.
2" NPT discharge, adaptable
for Al 0-20 slide rail systems.
METERS
10
tux.," ,� ,>f _, i.,,_ t ,k,_`�:
MODEL " i
m Mechanical Seal: SILICON
CARBIDE VS. SILICON
CARBIDE sealing faces,
stainless steel metal parts,
BUNA-N elastomers.
® Shaft: Corrosion -resistant
stainless steel. Threaded
design. Locknut on three
phase models to guard
against component damage
on accidental reverse rotation.
m Motor: Fully submerged in
high grade turbine oil for
lubrication and efficient heat
transfer.
® Designed for Continuous
Operation: Pump ratings
are within the motor
manufacturer's recommended
working limits, can be
operated continuously
without damage.
® Bearings: Upper and lower
heavy duty ball bearings
construction.
■ Power Cable: Severe duty
rated, oil and water resistant.
Epoxy seal on motor end
provides secondary moisture
barrier in case of outer jacket
damage and to prevent oil
wicking.
® 0-ring: Assures positive
sealing against contaminants
and oil leakage.
m Fasteners: All Stainless
Steel.
AGENCY LISTINGS
SP Canadian Standards Association
�! Underwriters Laboratories
10 15 20 25 30 m3/h
CAPACITY
01995 Goulds Pumps, Inc. Effective May, 1995
B3886

rA
5
8
1
2
DIMENSIONS
6
4
3 Oki
(All dimensions are in inches. Do not use for construction purposes.)
MODELS
Order No.
HP
Volts
Phase
Max. Amps.
RPM
36 Heater Size
Wt. (lbs.)
WS0511A
/2
115
1
13.0
1750
N/A
60
WS0512A
230
6.5
WS0518A
200
7.5
WS0538A
200
3
3.8
K32
WS0532A
230
3.3
K31
WS0534A
460
1.6
K21
SEWAGE EJECTOR SYSTEM
PARTS
Item No.
Description
1
Impeller
2
Casing
3
Mechanical seal
4
Shaft
5
Motor
6
Bearings — upper and
lower
7
Power cable
8
o-ring
PERFORMANCE RATINGS (gallons per min
WS0511A
WS0512A
WS0518A
WS0538A .
WS0532A
Order No. ►
WS0534A
HP ►
'/2
RPM ►
1750
5
138
10
107
_
C
15
74
20
40
25
8
Simplex ejector system offers ease .
Unassembled Package includes:
of ordering and installation. A single
Submersible Effluent Pump: WS0511A,
ordering number specifies'a complete
12A. Mechanical Level Control SWtch:'A2-5
system designed for most residential
(115 V), A2-6 (230V) Basin: A7-1801S
and commercial sump and sewage
i''. Basin Cover: A8-1822 Check Valve: A9-2P
pump applications.
Order No. SWS0511A, SWS0512A.
wiGOULDS PUMPS, INC.
WATER TECHNOLOGIES GROUP
SENECA FALLS NEW YORK 048 SPECIFICATIONS -ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRINTED IN U.S.A.

�L ca-
THE F. E. MYARS 1/4 HP S25 SUBMERSIBLE SUMP PUMP
BUILDS ON THE MYARS TRADITION -OF INNOVATION
AND QUALITY WITH FEATURES LIKE OUR INTERCHANGE-
ABLE-, POSITIVE SEALING SOCKET DESIGN FOR EASY
REPLACEMENT OF BOTH POWER AND MERCURY -FREE
MECHANICAL FLOAT AND VERTICAL SWITCH CORDS, AND
OUR RECESSED IMPELLER. This 1/4 hp pump achieves a
shut-off head of 24 feet and a maximum flow of 28 gpm.
Its 3000 rpm oil -filled motor provides superior heat
dissipation and built4n. overload protection. Accurate
shaft alignment and easy serviceability are assured by
this self-contained motor, which is protected from water
damage by a carbon -ceramic mechanical shaft seal.
The operating mode is easily switched from automatic to
manual, without removing the motor cap, by inserting a
shunt plug. The S25 is also available with a vertical.
mechanical switch, In this configuration, the S25 can be
installed in a 10'/2" diameter sump: For more information
about the S25 and Myers complete line of residential
wastewater pumps, please talk to your Myers
representative or call 419/289-1144.
S25
1/4 Horsepower
Submersible Sump Pump
ADVANTAGES BY DESXGN
DURABLE MOTOR WILL DELIVER MANY YEARS OF
RELIABLE SERVICE
■ Oil -filled motor for maximum heat dissipation
and continuous bearing lubrication.
Shaded pole motor eliminates starting switches.
■ Recessed vortex impeller operates completely
out of volute. Provides free flow through pas-
sage for solids and liquid, and has minimal
radial loading for long bearing life.
THE S25 IS ENGINEERED FOR MANY YEARS OF
MAINTENANCE -FREE OPERATION.
■ If service is ever necessary, positive sealing,
quick -disconnect power and switch cords make
replacement simple.
■ Choice of wide-angle mercury -free mechanical
float switch for maximum drawdown (built-in or
piggyback), or vertical mechanical switch
which allows installation in small 101/2" sumps.
Capacities To
28 gpm
105 1pm
Heads To
23 ft.
7 m
Pump Down Range
Float Switch
Vertical Switch
7 in.
4-1/8 in.
178 mm
107 mm
Solids Handling Capacity
1/4 in.
6.4 mm
Liquids Handling
drain water
Intermittent Liquid Temp.
up to 140'F I up to 60°C
Motor
1/4 HP. shaded pole
3000 RPM
Electrical
115V 9 amps, i ph, 60 Hz.
Acceptable pH Range
6-9
Discharge,. NPT
1-1/2 in.
38.1 mm
Min. Sump Diameter
Float Switch
Vertical Switch
18 in.
10 1/2 in.
457 mm.
254 mm
Construction Materials
Motor Housing
cast iron
Motor Cap
flame retardant thermoplastic
Volute Case
thermoplastic
Impeller
recessed, thermoplastic
Power Cord
10 ft. 16/3 SJTW/SJTW-A or
20 ft. 16/3 SJTW/SJTW-A
Mechanical Seal
carbon and ceramic
WHERE INNOVATION MEETS TRADITION
myws
ISO 9001 Certified Company

POWER AND FLOAT
CORDS
Quick -connect, water-
tight fittings are inter-
changeable, replaceable
from pump exterior,
00❑❑0❑E10
MECHANICAL SHAFT
SEAL
Carbon, and ceramic
faces,
1/4 HP MOTOR
Oil -filled for best heat
transfer and bearing and
seal lubrication. Built-in
overload protection.
MOTOR HOUSING
Cast iron for efficient
heat transfer, .
MERCURY -FREE
MECHANICAL
FLOAT SWITCH
(S25A1 and S25AIC
S25P-1 and S25PC-1)
90 degree operation,
OR
VERTICAL MECHANICAL
SWITCH
(S25V1 and S25VIC)
allows installation in
small sumps. ,
RECESSED IMPELLER
Operates out of volute
passdge, allowing maxi-
mum flow of liquids and
solids.
S25
1/4 Horsepower
Submersible Sump Pump
DIMENSIONS
S25A1 and S25A1C
S25P-1 and S25PC-1
S25 with mercury -free
Mechanical Float Switch
Q-
S25V1 and S25VIC
S25 with Vertical
Mechanical Switch
l
o
,xael
e�
@xN -
S25A1
S25AIC
S25V1
S25VIC
Turn On
101/2" 267 mm
53/4" 146 mm
Turn Off
3'/2" 89 mm
15/a" 41 mm
Draw Down Range
7" 178 mm
41/," 107 mm
PERFORMMCE CURVE
CAPACITY LITERS PER MINUTE
15 30 45 60 75 90 105
24
F_ 20
w
W
lr
Z 16
4
0 5 10• 15 20 25 30
CAPACITY GALLONS PER MINUTE
7
6 N
w
5 W
2
z
4 0
a
w
3 =
.J
Ea 2 O
I-
1
K3141 4/97 'Ig
F. E.. Myers, 1101 Myers Parkway, Ashland, Ohio 44805-1969
Printed in U.S.A. yerS
419/2ww.indu FAX: /fe.my 9-6658
www. I n d u s t ry. n et/f e. m ye rs
® a�Eo WR Myers (Canada), 269 Trillium Drive, Kitchener, Ontario N2G 4W5 .
SOYINK1 1519/748-5470, FAX: [phone]

Appendix C
Design Calculations

CALCULATIONS
CLIENT NUMBER: 6HINDSFT
PROJECT NUMBER: 001
PROJECT: Foil Property in Mecklenburg Co.
BY: fss CHECK PAGE 1 of 4
DATE: 5-30-00
Wastewater Loading: Main House - 6 Bedrooms
Guest House - 1 bedroom
Total bedrooms 7 at 120 gpd/br = 840 gpd
Bam - full bathroom. consider as office - 2 employees
2 x 30gpd = 60 gpd
All domestic wastewater Total 900 gpd-4
Treatment: 900 gpd typical domestic wastewater
BOD use 200 mg/L Loading: 8.34 x 200 x 900/1,000,00 = 1.50 lbs / day
TSS use 200 mg/L Loading: 8.34 x 200 x 900/1,000,00 = 1.50 lbs / day
DO use 0.5 mg/L
Reactor Volume Req'd: (4 hrs detention): 4/24 x 900 = 150 gallons �-- —
Biological loading (201bs / 1000 cu. Ft.): 1000 x 1.5 / 20 = 75 cu. ft. -4-
or
561 gal. �---
Oxygen Required (based on BOD loading:
9.34 (200 - 15) x 900/1,000,000 = 1.39 lbs / day —
Settling: (use MLSS of 2,500 mg/1 for design)
- assume particles 0.1cm dia. with s.g. = 1.005[a]; settling velocity = 0.9 x 0.2 cm/sec
- assume ideal settling since SBR technology provides total quiescence during settling period
particle settling velocity = 0.9 x 0.2cm/sec x 0.3937in/cm x 60sec/min= 4.25 in/min
at 30 min. setting time x 4.25 in/min / 12in/ft x 0.5(safety factor)['] = 5.31 ft
therefore clarified supernatant depth of 5 feet will be achieved after 30 min detention.
(ie., suudge blanket will be 5.3l' below weir overflow)
Cromaglass Model CA-12: Provided Required
Reactor Volume - 1,358 gal. > 561 gal.
Organic loading capability - 2.44 lbs/da > 1.50 lbs / day
Aeration Capability - 4.4 lbs O,/d > 1.39 lbs / day
Depth over discharge pump - 3.0 ft. < 5.31 to sludge blanket
Use Cromaglass model CA-12
�a] Water Purification and Wastewater Treatment and Disposal Vol. 2, Fair, Geyer & Okun, 1968
[bl Allowance for wall friction interference and momentum reversal upon beginning of quiescent period
SWARTZ ENGINEERING CONSULTANTS, INC.
calc.xls

CLIENT NUMBER: 6HINDSFT
PROJECT NUMBER: 001
CALCULATIONS
PROJECT: Foil Property in Mecklenburg Co.
BY CHECK PAGE 2of4
DATE: 5-30-00
Holding Pond:
Need 30-day storage: 30 days x 900 gpd / 7.48 gal per cu. ft. = 3,610 cu. ft.
Irrigation Area:
LTAR of B horizon soil is 0.04 gpd/sf per Soil Scientist report. Water balance is shown on the next page.
Irrigation will be at 0.5 in per week. This rate is below allowable for all months except Nov thm Mar.
During these months, lateral drainage through the A horizon will be relied upon to transfer the excess
irrigation water down the hill to the forested area for utilization of the LTAR of the B horizon in that area.
Primary irrigation area: 900 gpd / 0.04 gpd / sf 22,500 Square Feet
Mixing pump in the CA-12 is set at the factory and never changed.
Effluent pump in CA-12 will pump 7 gpm against a created TDH of 22 feet (see pump curve A).
Snrav Irrieation Dumn will bump 28 RDm against a TDH of 140 feet.
calcAs SWARTZ ENGINEERING CONSULTANTS, INC.

Foil Property Wastewater Treatment System, Mecklenburg County
Water Balance Calculations
PET [a]
"/mo.
DRAINAGE
"Imo.
RUNOFF [b]
"/mo.
TOTAL
"/mo.
PPT [c]
"/Mo.
ALLOWABLE IRRIGATION
"/month "/day
"!week
Jan
0.66
1.99
1.52
4.17
3.80
0.37
0.01
0.08
Feb
0.82
1.80
1.52
4.14
3.81
0.33
0.01.
0.08
Mar
1.78
1.99
1.93
5.70
4.83
0.87
0.03
0.20
Apr
3.40
1.93
1.31
6.63
3.27
3.36
0.11
0.78
May
5.51
1.99
1.46
8.96
3.64
5.32
0.17
1.20
Jun
7.11
1.93
1.43
10.46
3.57
6.89
0.23
1.61
Jul
7.67
1.99
1.57
11.23
3.92
7.31
0.24
1.65
Aug
6.92
1.99
1.50
10.41
3.75
6.66
0.21
1.50
Sep
5.03
1.93
1.44
8.39
3.59
4.80
0.16
1.12
Oct
2.9.7
1.99
1.09
6.05
2.72
3.33
0.11
0.75
Nov.
1.40
1.93
1.14
4.47
2.86
1.61
0.05
0.38
Dec
0.73
1.99
1.36
4.08
3.40
0.68
0.02
0.15
Total
44.00
23.43
17.26
84.70
43.16
41.54
1.36
9.51
[a] Potential evapotransportation, taken from Rainfall Evapotranspiration Data, Toro Mfg. Corp., 1966 (based on modified Blaney-Criddle formula)
[b] Calculated as 40% of precipitation due to slope and ground cover of pasture grasses
[c] Charlotte WSO data, Weather and Climate in North Carolina, Agricultural Extension Service NCSU, 1971
waterbalance
06/07/2000

POWER AND FLOAT
CORDS
6luick-conne6t, water-
tight fittings are inter-
changeable, replaceable
from pump exterior.
011❑❑❑❑❑0
MECHANICAL SHAFT
SEAL
Carbon and ceramic
faces.
K3141 4/97
Printed in U.S.A.
® soul
114 HP MOTOR
011-filled for best heat
transfer and bearing and
seal lubrication. Built-in
overload protection,
MOTOR HOUSING
Cast iron for efficient
heat transfer,
MERCURY -FREE
MECHANICAL
FLOAT SWITCH
(S25A1 and S25A1C
S25P-1 and S25PC-1)
90 degree operation.
OR
VERTICAL MECHANICAL
SWITCH
(S25V1 and S25VIC)
allows installation in
small sumps. ,
RECESSED IMPELLER
Operates out of volute
passage, allowing maxi-
mum flow of liquids and
solids,
S' 2'"' 5 4 a-F 4-
1/4 Horsepower
Submersible Sump Pump
Al le pul-1/3
DIMENSIONS
S25A1 and S25A1C
S25P-1 and S25PC-1
S25 with mercury -free
Mechanical Float Switch
S25V1 and S25VIC
S25 with Vertical
Mechanical Switch
S25A1
S25AIC
S25V1
S25VIC
Turn On
10'/2" 267 mm
53/d' 146 mm
Turn Off
31/2" 89 mm
15/8" 41 mm
Draw Down Range
7" 178 mm
41/,1 107 mm
PERFORMANCE CURVE
CAPACITY LITERS PER MINUTE
15 3n 4.5 Fin 75 9n 1 m s
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® F. E. Myers, 1101 Myers Parkway, Ashland, Ohio 44805-1969
419/289-1144, FAX: [phone]
www. industry. net/f e. myers
Myers (Canada), 269 Trillium Drive, Kitchener, Ontario N2G 4W5
5191748-5470, FAX: [phone]

PO A4 P CUCLIE "'IS
4" Submersible PumpsSERIES H
Stainless
Pump Performance - 10, 159 209 30 and 50 GPM
10 GPM 15 GPM
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50 GPM pump ends.
_ Foil Property Wastewater System
Spray Irrigation Pump
a 29.2 gpm per Irrigation Circuit
15 gpm to drive Self -Cleaning Screen
45 gpm Q 175' (76 PSI)
70 Bo

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Foil Property, Mecklenburg County, NC
Wastewater Treatment System
RECEIVED
WATER -QUALITY SECTION
j
"JUN 1 9 2069
Hop-Diwhngs Permitting
Specifications
June 9, 2000
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Swartz Engineering Consultants, Inc
Charlotte, NC.

Foil Property, Stanly County, NC
On -Site Wastewater Treatment and Drip Irrigation Disposal Facility
Specifications
1.0 EQUIPMENT
1.1 Sequencing Batch Reactor
Sequencing batch reactor shall be a Model CA-12 Wastewater Treatment System as
manufactured by Cromaglass Corporation, Williamsport; PA
1.2 Chlorination Equipment
Chlorination equipment shall be a Model 200 Sanuril Wastewater Tablet Feed System as
manufactured by Exceltec International Corporation, Sugar Land, TX. Chlorine shall be solid
tablets or sticks, and shall be Sanuril 115 or equal.
1.3 Spray Irrigation Pump and Controls
Spray irrigation pumps and controls shall be as indicated on the drawings.
1.4 Spray Irrigation Nozzles
Spray irrigation nozzles, piping and fittings shall be as indicated on the drawings.
1.5 Yard Piping and Fittings
Yard piping and fittings related to treatment facilities shall be Schedule 40 PVC unless
otherwise indicated on the drawings.
1.6 Sewer Piping
Sewer piping shall be bell and spigot PVC, of the size indicated on the drawings, except where
it crosses under a driveway in which case it will be of ductile iron. Connection of ductile iron
sewer pipe to PVC sewer pipe will be by flexible coupling as manufactured by Fernco.
1.7 Valves and Fittings
`Run -of -pipe' valves, as indicated on the drawings, shall be Schedule 40 PVC ball valves.
Fittings shall be appropriate for the piping material involved as per manufacturers
recommendations or as directed by the Engineer or as required.
Specifications page 1 off

2.0 INSTALLATION
2.1 Sequencing Batch Reactor
The Cromaglass CA-12 unit shall be installed where shown on the drawings below grade per
manufacturer recommendations (unless otherwise modified herein) on a 12-inch thick, level
bed of compacted crusher -run gravel. The CA-12 unit shall be filled one-half full of water
before backfilling to prevent flotation. Backfill shall not contain any foreign matter nor any
rocks or stones larger than 2-inches, and care will be taken to make sure no rocks of any size
will strike or be placed against the fiberglass tank during backfilling. Compaction shall be by
hand tamping in 6-inch lifts of loose backfill. Sand or pea gravel may be used in lieu of
compacted backfill under the haunches of the tank at the option of the contractor if he cannot
assure that adequate compaction of soil backfill will occur in this space.
The last foot of backfill shall not be completed until the inlet and outlet piping is installed.
Extreme care will be taken when completing the backfill around the inlet and outlet piping so
as to assure that good, solid bedding of the pipes is achieved, and that the pipes are not forced
out of alignment or disturbed in any fashion.
The General Contractor shall coordinate the connection of the house drain piping to the
Cromaglass unit.
2.3 Chlorination Equipment
Chlorination equipment shall be installed on a 6-inch thick concrete slab where shown on the
drawings per manufacturers instructions.
2.5 Spray Irrigation Pump, Nozzles and Controls
Spray irrigation pumps, controls, piping and muzzles shall be installed as indicated on the
drawings.
2.6 Yard Piping
Yard piping shall be installed 18 inches below grade using a wheel -type excavator such as
"Ditch Witch". Backfill of trench shall be made with clean soil from the site, free of any
foreign matter and stones larger than 1/2". Compaction shall be by hand tamping.
2.7 Sewer Piping
Sewer piping shall be laid true to the alignment and grade indicated on the drawings, with a
minimum of 18 inches of cover. Trench shall be a 12 inches wide. Prior to laying pipe in the
Specifications page 2 of,1

trench, the trench grade shall be checked with a surveyors level to assure accurate slope has
been achieved. The trench bottom will be excavated by shovel to provide room for the bell of
the pipe at joints. Pipe shall be laid in the trench so that the entire length of the pipe will be
supported on unexcavated, firm soil devoid of rocks, roots or any foreign matter that would
exert a point of pressure on the pipe barrel or not provide completely even support of the pipe.
Backfill of trench shall be made with clean soil from the site, free of any foreign matter and
stones larger than F. Compaction shall be by hand tamping, with care given provide firm,
compacted backfill under the haunches of the pipe. At the contractor's option, clean sand may
be used for backfill up to the midpoint of the pipe.
2.8 Valves and Fittings
`Run -of -pipe' yard piping, valves and fitting shall be joined using the appropriate cleaner and
solvent according to PVC pipe manufacturer recommendations.
Specifications page 3 of 3

V
Foil Property Wastewater Treatment Facility
Operation and Maintenance Manual -
RECEIVED
WATER QUALITY SECTION
[UUK: 1 .1 9 20f%;,3

Foil Property Wastewater 'Treatment Facility
Operation and Maintenance Manual
Cromaglass Model CA.-12
The Cromaglass Model CA-12 is a sequencing batch reactor activated sludge wastewater
treatment unit. This means that naturally occurring biological organisms break down the
organic waste from your residence wastewater using air and time. In the most basic terms,
these organisms `eat' and thrive on the biologic waste matter in your wastewater.
This is the same treatment process used by many municipal treatment plants across the country.
The difference in your unit is that the process takes place in a controlled atmosphere in one
tank. The process requires 1) a place (your tank), 2) air, 3) water, 4) food for the organisms
(your waste), 5) the organisms and 6) time.
1. The tank supplies the `place'
2. `Air' is supplied by a venturi nozzle in the recirculation piping and the outside air sucked in
by the venturi nozzle during the recirculation/aeration cycle
3. You supply the `water' from your drain fixtures
4. You supply the `food' for the organisms in your wastewater
5. The `organisms' exist in the wastewater, but may have to be "jump started" the first time.
Your Operator will do this if necessary.
6. `Time' is created by a control panel with preset operating phases that cause the
recirculation pump to operate for its appropriate time per cycle; the water to be quiescent
(still) for an hour per cycle; and the effluent pump to discharge a preset amount of clarified,
treated effluent to the filter per cycle. You supply the electricity for the pumps.
Your system has 6 cycles per day. These cycles are controlled by the preset control panel that
will be mounted in your mechanical room. You do nothing but provide the place for you
control panel to be mounted. Everything else is preset at the factory.
What do you do to operate the Cromaglass CA-12 in addition to providing wastewater,
electricity and space for the control panel? Nothing, except provide access to your Operator
for his maintenance check-ups.
Some things you need to be aware of:
1. A hung up toilet valve will send too much water to the unit and cause it to overload.
2. There is a high water alarm light in the CA-12 control panel unit. This alarm light will
shine, cause the alarm buzzer to sound, and send a message to the 24-hour alarm center if
O&M Manual Page 1 of

there is too much water in the unit. The alarm light and buzzer will remain on until the
liquid level falls to normal levels.
3. If you do not hear from your Operator within 30-minutes of any alarm, you should call him
to make sure he has received the notice and is on his way.
4. Your unit has an automatic dialer that calls an "800" number with an alarm and the cause
of the alarm. The "800" number is manned 24-hours per day. This feature is called
Cromawatch. If an alarm signal is received by Cromawatch, the operator will notify your
Operator and Cromaglass of the signal and the indicated cause. Your Operator will be at
your place within 6-hours of this notice, and will call you to let you know he is on the way.
5. You may hear a slight "gurgling" sound when in the vicinity of the CA-5 unit. This is from
the recirculation/aeration cycle.
6. You may detect a "musty" (like woods dirt) odor in the vicinity of the CA-5 unit. This is
unlikely. You should not smell any `sour', `rotten', or `septic tank' odors. If you do, notify
your Operator immediately, as something is malfunctioning.
7. Things you should not allow to go into your drains as they will adversely affect operation
of the treatment process:
a. water softener backwash
b. large quantities of grease without a special grease trap
c. groundwater or stormwater
d. .equipment condensate, e.g., from an air conditioner.
e. Non -biodegradable materials such a sanitary napkins, tampon applicators, diapers,
plastic or rubber goods, cigarette butts, large quantities of hair, etc. These should be
placed in the garbage and not in the drain.
f. Chemicals such as acid, caustic cleaners, gasoline, oil, turpentine, photo developing
fluids, etc.
8. The use of low -suds, biodegradable laundry detergents is recommended to avoid foaming
and other problems.
In other words, you do not have to do anything to operate this unit It contains
all the factory preset controls to allow the unit to operate properly. In fact, if
you do any "adjusting" you will adversely affect the operation of the unit and
the treatment process. This in turn could cause problems with your pond
and/or the spray irrigation equipment — and it will likely cost you money for the
Operator to "undo" your work.
O&M Manual Page 2 of —

Spray Irrigation
You have few regular duties to operate the spray irrigation system. The system is totally
controlled by a computerized programmer. This programmer is calibrated at installation, and
operates automatically thereafter.
The irrigation pump operates on a water level control switch. It is also provided with a high
water alarm that provides both visible (red light) and an audible (horn) alarm signals should the
pump fail. If this should occur, you need to immediately notify your operator of the alarm.
You have a minimum 15-day emergency storage capacity in the pond, which will provide you
sufficient time to repair or replace the failed pump equipment.
You will also need to develop a harvesting schedule for the pasture grass to keep it in optimum
condition for forage.
O&M Manual Page 3 of 3