WQ0029635_Regional Office Historical File Pre 2018 (5)

Beverly Eaves Perdue'
Governor
MCDEHR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
December 13, 2011
MICHAEL O'CONNELL — TREASURER
SUNSET POINTE ON HIGH ROCK HOA, LLC
522 SUNSET POINTE DRIVE
SALISBURY, NORTH CAROLINA 28146
Subject: Permit No. WQ0029635
Sunset Pointe Subdivision
Wastewater Irrigation System
Rowan County
Dear Mr. O'Connell:
Freeman
Secretary
In accordance with your permit change of ownership request received July 13, 2011, and
subsequent additional information received August 11, 2011 and October 10, 2011, we are forwarding
herewith Permit No. WQ0029635 dated December 13, 2011, to Sunset Pointe on High Rock HOA, LLC
for the continued operation of the subject wastewater treatment and irrigation facilities.
Please note the Permittee has been changed from High Rock Lake Development, LLC to Sunset
Pointe on High Rock HOA, LLC.
Please note that on August 5, 2009, Session Law 2009-406, entitled "An Act to Extend Certain
Government Approvals Affecting the Development of Real Property Within the State," was enacted by
the General Assembly and signed into law. The Act, known as the Permit Extension Act of 2009, extends
the expiration date of certain government approvals and permits. In addition, Session Law 2010-177
extended the Act by another year. Permit No. WQ0029635 falls within the scope of this Act and is
therefore being extended until February 28, 2015. A renewal application must still be submitted six
months in advance of the extended expiration date.
This permit shall be effective from the date of issuance until February 28, 2015, shall void Permit
No. WQ0029635 issued March 27, 2006, and shall be subject to the conditions and limitations as
specified therein. Please pay particular attention to the monitoring requirements listed in Attachments A,
B and C for they may differ from the previous permit issuance. Failure to establish an adequate system
for collecting and maintaining the required operational information shall result in future compliance
problems.
For your convenience, customized electronic copies of your facility's NDMR and NDAR-1
reporting forms are available for download at: http://portal.ncdenr.orL/web/wq/aps/lau/reporting.
AQUIFER PROTECTION SECTION
1636 idiail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Boulevard. Raleigh, North Carolina 27604
Phone: [phone] ! FAX 1: 919-715-0588; FAX 2: 919-715-60481 Customer Service: 1-87 7-C23-6748
internet: www.ncwateroualitv.org
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Mr. Michael O'Connell
December 13, 2011
Page 2 of 4
Please note the following items have been removed since the last permit issuance dated
March 27, 2006:
➢ Old Conditions I.1., I.2., I.8., I.9., I.10., I.12., IV.l., IV.3.b. and IV.3.d. — These conditions
were removed because the facility has been constructed and the engineering certification has
been submitted.
➢ Old Condition IV.5. — This condition was removed because it is inherently covered under
Condition III.1. of the old permit.
Please note the following permit conditions and attachments are new since the last permit
issuance:
➢ Condition I. I. — This condition states that the Permittee may conduct a monthly estimate of
their effluent flow values while their average daily flow (ADF) is less than 10,000 gallons per
day (GPD). It also requires that once the monthly ADF reaches 8,000 GPD and prior to
exceeding 9,000 GPD, the Permittee shall submit a permit modification to the Division for
the construction and operation of a continuous monitoring and recording effluent flow meter.
➢ Condition II.3. — This condition requires that All wells constructed for purposes of
groundwater monitoring shall be constructed in accordance with 15A NCAC 02C .0108.
➢ Condition H.6. — This condition requires that the Operational Agreement between the
Permittee and the Environmental Management Commission be incorporated into this permit.
➢ Condition 11.10. — This condition requires the Permittee to modify their permit prior to the
sale of any land that may affect the existing compliance boundary.
➢ Condition II.11. — This condition prohibits the construction of any well, other than
monitoring wells, inside the compliance boundary. Please note the previous permit was
subject to this requirement under 15A NCAC 02L .0107(d), therefore, this condition is
intended to voice this rule.
➢ Condition 11.12. — This condition requires any landowner who owns land within the
compliance boundary, but who is not the Permittee, to execute and file with the County
Register of Deeds an easement with the requirements listed in the said Condition. Please note
the previous permit was subject to this requirement under 15A NCAC 02L .0107(f),
therefore, this condition is intended to voice this rule.
➢ Condition III.6. — This condition requires that all irrigation equipment be tested and calibrated
at least once per permit cycle.
➢ Condition IV.2. — This condition requires that all laboratory analyses for effluent, ground
Waters, or surface waters be made by a Division certified laboratory.
➢ Condition IV.8. — This condition requires the Permittee to keep a record of all residuals
removed from this facility.
➢ Condition IV.9. — This condition requires the Permittee to keep a log of all maintenance at the
facility.
➢ Condition VI.7. — This condition requires the Permittee to maintain this permit until all
permitted facilities are properly closed or permitted under another permitting authority.

'Mr. Michael O'Connell
December 13, 2011
Page 3 of 4
➢ Condition VI.8. — This condition notes that this permit is subject to revocation or unilateral
modification within 60 days notice from the Division if the terms in 15A NCAC 02T .0110
are violated.
➢ Condition VI.9. — This condition notes that this facilities in this permit may not be expanded
if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b).
➢ Attachment A — This attachment contains the parameter monitoring and limit information
located previously in old Condition 111.3. Please note that this attachment has been separated
into two Points Prior to Irrigation (PPI). PPI 001 consists of the sampling requirements in the
original permit issued March 27, 2006, and these requirements shall remain effective until
June 30, 2012. Per the Division of Water Quality's Aquifer Protection Section Wastewater
Monitoring Policy, all non -discharge systems are having their effluent monitoring schedules
reevaluated for all permit issuances after January 2007. The new PPI 002 will be effective
July 1, 2012, and shall replace PPI 001.
Please also note that pH (00400) parameter in PPI 002 has two separate sampling frequencies.
While the monthly ADF is less than 10,000 GPD, pH shall be sampled once per week. When
the ADF exceeds 10,000 GPD, pH shall be sampled five times per week.
➢ Attachment B — This attachment consists of information contained in old Condition H.7.
➢ Attachment C — This attachment has had the parameters for VOC and TOC removed.
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall 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 at 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this permit, please contact Nathaniel Thornburg at
[phone] or nathaniel.thomburg(cOncdenr.2ov.
Sincerely,
l
ole Sullins
cc: Rowan County Health Department
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Permit File WQ0029635
Notebook File WQ0029635

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Sunset Pointe on Nigh Rock HOA, LLC
Rowan County
FOR THE
continued operation of a 75,000 gallon per day (GPD) wastewater treatment and irrigation facility
consisting of:
a 1,500 gallon baffled septic tank at each residence (102 four bedroom homes and 100 two bedroom
condominiums); an influent flow meter; three flow splitter boxes; four 20,000 gallon recirculation tanks
serving; 16 Advantex AX-100 textile filters; ultraviolet (UV) disinfection; an 89,000 gallon pump tank
with 298.4 gallon per minute (GPM) pumps; a permanent auxiliary power source; a 591,256 cubic foot
(ft) synthetically lined wet weather storage pond; 34.7 acres of drip irrigation area consisting of 14 fields;
and all associated valves, piping and appurtenances
to serve Sunset Pointe Subdivision, with no discharge of wastes to surface waters, pursuant to the
application received July 13, 2011, and subsequent additional information received by the Division of
Water Quality, and in conformity with the project plans, 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 February 28, 2015, shall void Permit No.
WQ0029635 issued March 27, 2006, and shall be subject to the following specified conditions and
limitations:
I. SCHEDULES
Based on the current configuration of the effluent flow meter and the low average daily flows (ADF),
the Permittee may conduct a monthly estimate of their effluent flow values. These values shall be
reported on their Non -Discharge Monitoring Report (NDMR) as required in Condition IV.7. Upon
reaching a monthly ADF of 8,000 gallons per day (GPD) and prior to exceeding an ADF of 9,000
GPD, the Permittee shall submit a permit modification to the Division for the construction and
operation of a continuous monitoring and recording effluent flow meter. This permit modification
shall include plans and specifications for the proposed effluent flow meter, and be signed, sealed and
dated by a licensed North Carolina Professional Engineer. This permit modification shall be
submitted to the Division of Water Quality, Aquifer Protection Section, 1636 Mail Service Center,
Raleigh, NC 27699-1636.
WQ0029635 Version 1.1
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Pate I of 8

2. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application. In accordance with Rule 15A NCAC 02T .0115, the Permittee shall submit a copy of the
declarations and bylaws documenting compliance with the attached Operational Agreement.
Il. PERFORMANCE STANDARDS
The subject non -discharge facilities shall be effectively maintained and operated at all times so there
is no discharge to surface waters, nor any contravention of groundwater or surface water standards.
In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions
due to improper operation and maintenance, or failure of the irrigation areas to adequately assimilate
the effluent, the Permittee shall take immediate corrective actions including Division required actions,
such as the construction of additional or replacement wastewater treatment or disposal facilities.
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this facility.
3. All wells constructed for purposes of groundwater monitoring shall be constructed in accordance with
15A NCAC 02C .0108 (Standards of Construction for Wells Other than Water Supply), and any other
jurisdictional laws and regulations pertaining to well construction.
4. Effluent limitations shall not exceed those specified in Attachment A.
5. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B.
6. The Operational Agreement (attached) between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit.
Noncompliance with the terms of the Operational Agreement shall subject the Permittee to all
sanctions provided by North Carolina General Statutes § 143-215.6A to § 143-215.6C for violation of
or failure to act in accordance with the terms and conditions of this permit.
7. The irrigation system shall be connected to a rain or moisture sensor, which shall indicate when
effluent application is not appropriate in accordance with Conditions III.4. and 111.5. of this permit.
The compliance boundary for the disposal system shall be specified in accordance with 15A NCAC
02L .0107(b). This disposal system was individually permitted on or after December 30, 1983;
therefore, the compliance boundary is established at either 250 feet from the effluent disposal area, or
50 feet within the property boundary, whichever is closest to the effluent disposal area. An
exceedance of groundwater standards at or beyond the compliance boundary is subject to remediation
action according to 15A NCAC 02L .0106(d)(2) as well as enforcement actions in accordance with
North Carolina General Statute 143-215.6A through 143-215.6C.
9. In accordance with 15A NCAC 02L .0108, the review boundary is established midway between the
compliance boundary and the effluent disposal area. Any exceedance of groundwater standards at the
review boundary shall require action in accordance with 15A NCAC 02L .0106.
10. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary.
11. In accordance with 15A NCAC 02L .0107(d), no wells, excluding Division approved monitoring
wells, shall be constructed within the compliance boundary except as provided for in 15A NCAC 02L
.0107(g).
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12. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the
Rowan County Register of Deeds an easement running with the land containing the following items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the Permittee or the State to enter the property within the compliance
boundary for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
13. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for irrigation sites permitted under 15A NCAC 02H .0200 shall be as follows (all
distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 100
ii. Surface waters: 50
iii. Any well with exception of monitoring wells: 100
iv. Any property line: 50
v. Public right of way: 50
b. The setbacks for storage and treatment units permitted 15A NCAC 02H .0200 shall be as follows
(all distances in feet):
i. Any well with exception of monitoring wells: 100
ii. Any property line: 50
M. OPERATION AND MAINTENANCE REQUIREMENTS
The facilities shall be properly maintained and operated at all times. 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. The Permittee shall maintain an Operation and
Maintenance Plan pursuant to 15A NCAC 02T .0507, which at a minimum shall include operational
functions, maintenance schedules, safety measures and a spill response plan.
2. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, in accordance with 15A NCAC 08G .0200 the
Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or
more certified operator(s) as back-up ORC(s). The ORC or their back-up shall visit the facilities in
accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited rules.
A suitable year round vegetative cover shall be maintained at all times, such that crop health is
optimized, allows for even distribution of effluent and allows inspection of the irrigation system. The
large scale harvesting of trees located within the sites listed in Attachment B is discouraged. Any
cutting of trees shall be done in a manner to minimize damage to drip irrigation lines. Irrigation on
the sites listed in Attachment B is prohibited during harvesting operations. Upon completion of
harvesting, the Permittee shall inspect all drip irrigation lines and shall make the necessary repairs
prior to resuming wastewater irrigation.
4. Adequate measures shall be taken to prevent effluent ponding in or runoff from the irrigation sites
listed in Attachment B.
5. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff.
WQ0029635 Version 1.1 Shell Version 110920 Page 3 of 8

All irrigation equipment shall be tested and calibrated at least once per permit cycle. Calibration
records shall be maintained at the facility for a period of no less than five years, and shall be made
available to the Division upon request.
7. Only effluent from Sunset Pointe Subdivision shall be irrigated on the sites listed in Attachment B.
No automobiles or machinery shall be allowed on the irrigation sites except during equipment
installation or while maintenance is being performed.
9. Public access to the irrigation sites and wastewater treatment facilities shall be prohibited.
10. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T .l 100. The Permittee shall maintain a residual management plan
pursuant to 15A NCAC 02T .0508.
11. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited.
12. Freeboard in the wet weather storage pond shall not be less than two feet at any time.
13. A gauge to monitor waste levels in the wet weather storage pond shall be provided. This gauge shall
have readily visible permanent markings indicating the following elevations: maximum liquid level at
the top of the temporary liquid storage volume; minimum liquid level at the bottom of the temporary
liquid storage volume; and the lowest point on top of the dam.
14. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e.,
outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs,
and other woody vegetation shall not be allowed to grow on the earthen dikes or embankments.
Earthen embankment areas shall be kept mowed or otherwise controlled and accessible.
IV. MONITORING AND REPORTING REQUIREMENTS
1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sampling reporting schedule shall be followed.
2. Per 15A NCAC 02H .0800, a Division certified laboratory shall conduct all laboratory analyses for
the required effluent, groundwater or surface water parameters.
3. Flow through the treatment facility shall be continuously monitored, and daily flow values shall be
reported on Form NDMR.
The Permittee shall install and maintain an appropriate flow measurement device to ensure the
accuracy and reliability of flow measurement consistent with accepted engineering and scientific
practices. Selected flow measurement devices shall be capable of measuring flows with a maximum
deviation of less than ten percent from true flow; accurately calibrated at a minimum of once per year;
and maintained to ensure the accuracy of measurements is consistent with the selected device's
accepted capability. The Permittee shall maintain records of flow measurement device calibration on
file for a period of at least five years. At a minimum, documentation shall include:
a. Date of flow measurement device calibration,
b.. Name of person performing calibration, and
c. Percent from true flow.
4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A.
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5. The Permittee shall maintain adequate records tracking the amount of effluent irrigated. At a
minimum, these records shall include the following information for each irrigation site listed in
Attachment B:
a. Date of irrigation;
b. Volume of effluent irrigated;
c. Site irrigated;
d. Length of time site is irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings;
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B;
g. Weather conditions; and
h. Maintenance of cover crops.
6. Freeboard (i.e., waste level to the lowest embankment elevation) in the wet weather storage pond
shall be recorded weekly. Weekly freeboard records shall be maintained at the facility for a period of
no less than five years, and shall be made available to the Division upon request.
7. Three copies of all monitoring data (as specified in Conditions IV.3. and IV.4.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5. and
IV.6.) on Form NDAR-1 for every site in Attachment B shall be submitted on or before the last day of
the following month. If no activities occurred during the monitoring month, monitoring reports are
still required documenting the absence of the activity. All information shall be submitted to the
following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
A record shall be maintained of all residuals removed from this facility. This record shall be
maintained at the facility for a period of no less than five years, and shall be made available to the
Division upon request. At a minimum, this record shall include:
a. Name of the residuals hauler;
b. . Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
9. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for
a period of no less than five years, and shall be made available to the Division upon request. At a
minimum, this log shall include:
a. Date of calibration of flow measurement device;
b. Visual observations of the plant and plant site; and
c. Record of. preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections and cleanings, etc.).
10. Monitoring wells shall be sampled after construction and within 3 months prior to initiating non -
discharge disposal operations. Monitoring wells shall be sampled thereafter at the frequencies and for
the parameters specified in Attachment C. All mapping. well construction forms. well abandonment
forms and monitoring data shall refer to the permit number and the well nomenclature as provided in
Attachment C and Figure 1.
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11. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-
59) shall include this permit number, the appropriate well identification number, and one GW-59a
certification form shall be submitted with each set of sampling results. All information shall be
submitted to the following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
12. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each irrigation site listed in Attachment B. These results shall be maintained at the facility for a
period of no less than five years, and shall be made available to the Division upon request. At a
minimum, the Standard Soil Fertility Analysis shall include the following parameters:
Acidity
Exchangeable Sodium Percentage
Phosphorus
Base Saturation (by calculation)
Magnesium
Potassium
Calcium
Manganese
Sodium
Cation Exchange Capacity
Percent Humic Matter
Zinc
Copper
pH
13. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number (704)
663-1699, 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 occurrence at the facility resulting in the treatment of significant amounts of wastes that is
abnormal in quantity or characteristic, including the known passage of a hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
c. Any facility failure resulting in a by-pass directly to receiving surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Ponding in or runoff from the irrigation sites.
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to be taken to ensure the problem does not recur.
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V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
wastewater treatment and irrigation facilities.
2. The Permittee or their designee shall inspect the wastewater treatment and irrigation facilities to
prevent malfunctions, facility deterioration and operator errors resulting in discharges, which may
cause the release of wastes to the environment, a threat to human health or a public nuisance. The
Permittee shall maintain an inspection log that includes, at a minimum, the date and time of
inspection, observations made, and any maintenance, repairs, or corrective actions taken. The
Permittee shall maintain this inspection log for a period of five years from the date of the inspection,
and this log shall be made available to the Division upon request.
Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the wastewater treatment and irrigation facilities
permitted herein at any reasonable time fof the purpose of determining compliance with this permit;
may inspect or copy any records required to be maintained under the terms and conditions of this
permit, and may collect groundwater, surface water or leachate. samples.
VI. GENERAL, CONDITIONS
Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statutes 143-
215.6A to 143-215.6C.
2. This permit shall become voidable if the permitted facilities are not constructed in accordance with
the conditions of this permit, the Division approved plans and specifications, and other supporting
documentation.
3. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, Division approved plans and specifications, and other supporting documentation. No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T
.0105(n).
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules
in 15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4
and under the Division's General Permit NCGO10000; any requirements pertaining to wetlands under
15A NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of
Chapter 143 of the General Statutes.
5. In the event the permitted facilities change ownership or the Permittee changes their name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner.
6. The Permittee shall retain a set of Division approved plans and specifications for the life of the
facilities permitted herein.
7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority pursuant to 15A NCAC
02T .01050).
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8. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110.
9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein
shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b).
10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to
1-1
pay the annual fee accordingly shall be cause for the Division to revoke this permit. pursuant to 15A
NCAC 02T .0105(e)(3).
Permit issued this the 13th day of December 2011
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
x�A
A ullins, Director
Divisi f Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029635
WQ0029635 Version 1.1 Shell Version 110920 Page 8 of 8

PPI 002 — WWTP Efft�ent (Effective July 1, 2012)
MONITORING -
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
REQUIREMENTS
PCs
Monthly Geometric
Measurement
Sample
Parameter Description
Monthly Average
Daily Minimum
Daily Maximum
Code
Mean
Frequency
Type
00310
BOD, 5-Day. (20 'C)
mg/L
Monthly
Grab
00940
Chloride (as Cl)
Mg/L
3 x Year
Grab'
9j
31616
Coliform, Fecal MF, M-FC Broth, 44.5 'C
#/100 ML
q
Monthly
Grab
rn
J
50050
Flow, in Conduit or thru Treatment Plant
75,000
GPD
01V
Continuous
Recorder
00610
Nitrogen, Ammonia Total (as N)
mg/L
ki-,
Monthly
Grab
4
00625
Nitrogen, Kjeldahl, Total (as N)
MEIL
Monthly
Grab
-1
4 �.s
Q
00620
Nitrogen, Nitrate Total (as N)
mg/L
K:F jjiij P-n�
21r,*, Q
Month ly
Grab
W e e My -3 t
Grab
00400
pH
0:
�Ii
V�
su
su
5 k Week,'
00665
Phosphorus, Total (as P)
mg,/L
I& ;�Nj 1"jj�
1 1; ,-
Vl qaj
Monthly
Grab
UN
70300
Solids, Total Dissolved- 180 'C
M g/L
-'XI 10
j.'
3 x Year'
Grab
00530
Solids, Total Suspended
mg/L
Monthly
Grab
01,
1. 3 x Year sampling shall I be conducted every March, July and November.
2. Monthly average for Fecal Coliform shall be a geometric mean.
3. While the monthly average daily flow (ADF) is less than 10,000 gallons per day (GPD), the Permittee shall sample pH (00400) on a weekly basis.
4. When the monthly ADF exceeds 10,000 GPD, the Perinittee shall sample pH (00400) five times per week.
VVQ0029635 Version 1.1 Attachment A Page 2 of 2

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001 — WWTP Effluent (Effective until June 30,2012)
Permit Number: WQ0029635 Version: 1.1
MONITORING
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
REQUIREMENTS
PCs
Parameter Description
Monthly Average
Monthly Geometric
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
Code
Mean
00310
B0D,5-Day(20'C)
mg/L
3 x Year'
Grab
31616
Coliflorni, Fecal N/lF,M-FCBroth, 44.5'C
#11002fi"
y 3 x ' ear 1,2
Grab
50050
Flow. in Conduit or thru Treatment Plant
75,000
GPD
Continuous
Recorder
00630
Nitrite plus Nitrate Total I DET(as N)
mg/L
3x Year
Grab
00610
Nitrogen, AmmoniaTotal (as N)
3 x Year'
Grab
00625
Nitrogen, Kjeldahl, Total (as N)
Ing/L
T
3 x Year'
Grab
00400
pll
sli
su
3 x Year
Grab
00665
Phosphorus, Total (as
mg/L
3 x Year'
Grab
00530
Solids, Total Suspended
in 9 /L
3 X Year
Grab
I . 3 x Year sampling shall be conducted every March, July and November.
2. Nlonthly average for Fecal Colifbrm shall be a geometric mean.
WQ002963 5 Version 1.1 Attachment A
Pagel of

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Sunset Pointe on High Rock HOA, LLC - Sunset Pointe Subdivision
Permit Number: WQ0029635 Version: 1.1
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
I
Sunset Pointe on High Rock HOA, LLC
Rowan
35.674428'
-80.353609'
2.5
Mecklenburg
01284 -Non-Discharge Application Rate
0.3
40.27
inches
2
Sunset Pointe on Fligh Rock HOA, LLC
Rowan
35.674421 °
-80.354332'
2.5
Mecklenburg
01284 - Non -Discharge Application Rate
0.3
40.27
inches
3
Sunset Pointe on High Rock HOA, LLC
Rowan
35.674434'
-80.355083'
2.5
Mecklenburg
01284 -Non-Discharge Application Rate
0.3
40.27
inches
4
Sunset Pointe oil Fligh Rock HOA, LLC
Rowan
35.675558'
-80.355300'
2.6
Mecklenburg
01284 -Non-Discharge Application Rate
0.3
40.27
inches
5
Sunset Pointe on High Rock HOA, LLC,
Rowan
35.674567'
-80.355797'
2.5
Mecklenburg
0t284-Non-Discharge Application Rate
0.3
40.27
inches
6
Sunset Pointe oil High Rock I-IOA, LLC
Rowan
35.676232'
-80.355560'
2.4
Mecklenburg
01284-Non-Discharge Application Rate
0.3
40.27
inches
7
Sunset Pointe on High Rock HOA, LLC
Rowan
35.676249'
-80.356998'
2.4
Mecklenburg
01294-Non-Discharge Application. Rate
0.3
40.27
inches
8
Sunset Pointe on High Rock HOA, LLC
Rowan
35.675637'
-80.357269'
2.5
Mecklenburg
01284 - Non -Discharge Application Rate
0.3
40.27
inches
9
Sunset Pointe on High Rock HOA, LLC
Rowan
35.674862'
-80.357228'
2.5
Mecklenburg
01284 - Non -Discharge Application Rate
0.3
40.27
inches
'10
Sunset Pointe on High Rock HOA, LLC
Rowan
35.674390'
-80.356983'
2.5
Mecklenburg
01284 - Non -Discharge Application Rate
0.3
40.27
inches
I 1
Sunset Pointe on High Rock HOA, LLC
Rowan
35.673073'
-80.355063'
2.5
Mecklenburg
01284-NOD-Discharge Application Rate
0.3
40.27
inches
12
Sunset Pointe on High Rock HOA, LLC
Rowan
35.673060'
-80.354337'
2.5
Mecklenburg
01284 - Non -Discharge Application Rate
0.3
40.27
inches
13
Sunset Pointe on High Rock HOA, LLC
Rowan
35.672005'
-80.353711'
2.7
Mecklenburg
01284 - Non -Discharge Application Rate
0.3
40.27
inches
14
Sunset Pointe on High Rock HOA, LLC
Rowan
35.672091'
-80.354785'
2.1
Mecklenburg
01284 - Non -Discharge Application Rate
0.3
40.27
inches
Total
34.7
WQ0029635 Version 1.1 Attaclunent.B Page 1 of 2

THIS PAGE BLANK
WQ0029635 Version 1.1 Attachment B Page 2 of 2

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS
Monitoring wells: MW-1, MW-2 and MW-3
Permit Number: WQ0029635 Version: 1.1
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
PCS Code
Parameter Description
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
00940
Chloride (as CI)
250
mg/L
3 x Year
Grab
1
31616
Colifonn, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
3 x Year
Grab
I
00610
Nitrogen, Ammonia Total (as N)
1.5
mg/L
3 x Year
Grab
1
00620
Nitrogen, Nitrate Total (as N)
10
mg/L
3 x Year
Grab
1
00400
pF1
6.5-8.5
su
3 x Year
Grab
1,2
70300
Solids, Total Dissolved - 180 °C
500
mg/L
3 x Year
Grab
1
82546
Water level, distance £rotn measuring point
ft
3 x Year
Calculated
1, 2, 3
I . 3 x Year monitoring shall be conducted in March, July & November.
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured From the surveyed point on the top of the casing. The measurement
of pl-I shall be made after purging and prior to sampling for the remaining parameters.
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top
orcasing) oral] monitoring wells shall be surveyed relative to a common datum.
4. tilonitoring wells shall be reported consistent with the nomenclature and location information provided in Figure 1 and this attachment.
WQ0029635 Version 1.1 Attachment C Page I of I

Figure I — Aerial .•
ONTITIM, IV
Sunset Pointe, Salisbury, NC 28146
Sunset Pointe on High Rock HOA, LLC
Sunset Pointe Subdivision•
• �1 ''
i
Wet Weather Storage Pond}
wit
Field 4
tea,
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lmagoi�y Data: 7l6i>2Di4 + i3Olt 3a167,3964-
Ion 84 35501OM�o[iou�

Figure 2 — Directional Map
WQ0029635
Sunset Pointe, Salisbury, NC 28146
Sunset Pointe on High Rock HOA, LLC
Latitude: 35.676131 °
Sunset Pointe Subdivision
Longitude:-80.354519'
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Figure 3 — Topographic Ma
WQ0029635
Sunset Pointe, Salisbury, NC 28146
Sunset Pointe on High Rock HOA, LLC
Latitude: 3 5.67613 1 °
Sunset Pointe Subdivision
Longitude:-80.354519'
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www.tlal.rma.com r'�• .`

STATE OF NORTH CAROLINA s' ` ` ,.'�`';
COUNTY OF Permit No. Vlq cgo Z
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this / / day of
J �Z i/ v j % , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
G G C , a non-profit corporation organized
and existing under and by virtue of the laws of the State of North Carolina, hereinafter known as the
ASSOCIATION.
WITNESSETH:
The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as Si;J / S�_ �� ✓ r 7- / t&tt iY.'o6 k
(hereinafter the Development); of operating, maintaining, re -constructing and repairing the common
elements of the lands and improvements subject to unit ownership, including the wastewater collection
system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System);
and of collecting dues and assessment to provide funds for such operation, maintenance, re -construction
and repair.
2. The ASSOCIATION desires, to construct and/or operate a Disposal System to provide sanitary sewage
disposal to serve the Development on said lands.
3. The ASSOCIATION has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and/or operate the Disposal System.
4. The Development was created subject to unit ownership in the dwellings units, other improvements and
lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter 47C
of the North Carolina General Statutes.
The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and ASSOCIATION do hereby mutually agree as follows:
The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to
the Disposal System in accordance with the permit and plans and specifications hereafter issued and
approved by the COMMISSION, and shall thereafter properly operate and maintain such systems and
facilities in accordance with applicable permit provisions and law.
2. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System
and appurtenances thereto are part of the common elements and shall thereafter be properly maintained
and operated in conformity with law and the provisions of the permit for construction, operation, repair,
and maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire
wastewater treatment, collection and disposal system as a common element, which will receive the highest
priority for expenditures by the Association except for Federal, State, and local taxes and insurance.
FORM: HOA 06-07 Page 1 of 2

3. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System
will be maintained out of the common expenses. In order to assure that there shall be funds readily
available to repair, maintain, or construct the Disposal System beyond the routine operation and
maintenance expenses, the Declaration and Association Bylaws shall provide that a fund be created out of
the common expenses. Such fund shall be separate from the routine maintenance fund allocated for the
facility and shall be part of the yearly budget.
4. In the event the common expense allocation and separate fund(s) are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall be provided such that special assessments can be made
as necessary at any time.
5. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the ASSOCIATION shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
6. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the ASSOCIATION to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and. operation of its Disposal System, the ASSOCIATION shall
provide in the ASSOCIATION Bylaws that the ASSOCIATION shall not enter into voluntary dissolution
without first having transferred its said system and facilities to some person, corporation or other entity
acceptable to and approved by the COMMISSION by the issuance of a permit.
7. The ASSOCIATION shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
ASSOCIATION's successor.
8. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, and 7 above shall be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
operation of the Disposal System.
A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL -5,�VJ %—
MANAGEMENT COMMISSION Name of ASSOCIATION
0
een 11 lins, Director MV
ivision Water Quality
0I
la /3 11
(Date)
B C cam' CG�G
(Signature)
Print Name/and /Title
(Date) /
FORM: HOA 06-07 Page 2 of 2

KICDENK
North Carolina department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins ,`` `---fie man
Governor Director _ tary
``AUGId
August 1, 2011
DANIEL L. FISHER— MANAGING MEMBER
HIGH ROCK LAKE DEVELOPMENT, LLC
120 TOPSAIL ROAD
SALISBURY, NORTH CAROLINA 28146
Subject: Application No. WQ0029635
Additional Information Request
Sunset Pointe Subdivision
Wastewater Irrigation System
Rowan County
Dear Mr. Fisher:
The Aquifer Protection Section has completed its review of the ownership change application package
received July 13, 2011, however, additional information is required before the review may be completed.
Please address the item on the following page no later than the close of business on August 31, 2011.
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
responsibility of the Applicant. In addition, any omissions made in responding to the outstanding items
shall result in future requests for additional information.
Please reference the subject application number when providing the requested information. All revised
and/or additional documentation shall be signed in accordance with 15A NCAC 02T .0106, with one
copy submitted to my attention at the address below. Please note that failure to provide this additional
information on or before the above requested date may result in your application being returned as
incomplete.
If you have any questions regarding this request, please do not hesitate to contact me at [phone].
Thank you for your cooperation.
Sincerely,
Nathaniel D. Thornburg
Environmental Engineer
cc:�yloores,gill'eReional�O.ffce;�AquiferP�otecfi�on*�e�tion+
Michael O'Connell — Sunset Pointe on High Rock HOA, LLC
Permit Application File WQ0029635
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Boulevard. Raleigh, North Carolina 27604
Phone: [phone] FAX 1: 919-715-0588; FAX 2: 919-715-60481 Customer Service: 1-877-623-6748
Internet: www.ncwateroualitv.org
An Equal Opportunity % ,Affirmative Action Employer
0me
ITfJI E3.cl?plll
r

Mr. Daniel L. Fisher
August 1, 2011
Page 2 of 2
•._71
General:
Review of the Divisiori'S database indicates that the current Permittee, High Rock Lake
Development, LLC has overdue annual fees for permit number WQ0029635. Per 15A NCAC 02T
.0 '20 �(5), permits for new and expanding facilities shall not be granted if the applicant or any
ffi�liahfiak°"riot paid an annual fee in accordance with Rule 15A NCAC 02T .0105(e)(2). Please
note that failure to pay an annual fee within 30 days after being billed shall be cause for the Division
to revoke he permit, in accordance with 15A NCAC 02T .0105(e)(3).
Therefore, the change of ownership for this permit shall not be granted until all outstanding overdue
fees associated with the current Permittee have been paid.
The following invoices for High Rock Lake Development, LLC are overdue:
Permit No.
Facility
Invoice
Due Date
Overdue Fee
Number
WQ0029635
Sunset Pointe Subdivision
2009PR003941
May 21, 2009
$1,310.00
WQ0029635
Sunset Pointe Subdivision
2011PR001619
March 11, 2011
$1,310.00
Copies of both invoices are attached for your review. If any of these fees have been previously paid,
please provide the Division with a copy of the mailed invoice and a copy of the canceled payment.
Otherwise, please submit a check for each invoice made payable to the Department of Environment
and Natural Resources for the past due amount, and please include the invoice number on each
check. Please submit this information to my attention at: 1636 Mail Service Center, Raleigh, North
Carolina 27699-1636.

J_w
F
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
INVOICE
Annual Permit Fee
This annual fee is required by the North Carolina Administrative Code. It.covefs the administrative costs associated with your
permit. It is required of any person holding a permit for any time during the annual fee period, regardless of the facility's operating
status. Failure to pay the fee by the due date will subject the permit to revocation. Operating without a valid permit is a violation
and is subject to a $10,000 per day fine. If the permit is revoked and you later decide a permit is needed, you must reapply, with the
understanding the permit request may be denied due to changes in environmental, regulatory, or modeling conditions.
Permit Number: W00029635
Rowan County
Sunset Pointe Residential Subdivision
High Rock Lake Development LLC
High Rock Lake Development LLC
120 Topsail Rd
Salisbury, NC 28146
Annual Fee Period: 2009-03-01 to 2010-02-28
Invoice Date: 04/21/09
Due Date: 05/21/09
Annual Fee: $1,310.00
Notes:
1. A $25.00 processing fee will be charged for returned checks in accordance with the North Carolina General Statute 25-3-512.
2. Non -Payment of this fee by the payment due date will initiate the permit revocation process.
3. Remit payment to:
NCDENR - Division of Water. Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
4. Should you have any questions regarding this invoice, please contact the Annual Administering and Compliance Fee Coordinator at
919-807-6321.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
(Return This Portion With Check)
ANNUAL PERMIT INVOICE
Permit Number: W00029635
Rowan .County
Sunset Pointe Residential Subdivision
High Rock Lake Development LLC
High Rock Lake Development LLC
120 Topsail Rd
Salisbury, NC 28146
Overdue
Annual Fee Period: 2009-03-01 to 2010-02-28
Invoice Date: 04/21/09
Due Date: 05/21 /09
Annual Fee: $1,310.00
Check Number:

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
201 1 PRO_.01 61.9
INVOICE
Annual, Permit Fee Overdue
This annual fee is required by the North Carolina Administrative Code. It covers the administrative costs associated with your
permit. It is required of any person holding a permit for any time during the annual fee period, regardless of the facility's operating
status.. Failure to pay the fee by the due date will subject the permit to revocation. Operating without a valid permit is a violation
and is subject to a $10,000 per day fine. If the permit is revoked and you later decide a permit is needed, you must reapply, with the
understanding the permit request may be denied due to changes in environmental, regulatory, or modeling conditions.
Permit Number: W00029635
Rowan County
Sunset Pointe Residential Subdivision
High Rock Lake Development LLC
High Rock Lake Development LLC
120 Topsail Rd
Salisbury, NC 28146
Annual Fee Period: 2011-03-01 to 2012-02-28
Invoice Date: 02/09/11
Due Date: 03/11/11
Annual Fee: $1,310.00
Notes:
1. A $25.00 processing fee will be charged for returned checks in accordance with the North Carolina General Statute 25-3-512.
2. Non -Payment of this fee by the payment due date will initiate the permit revocation process.
3. Remit payment to:
NCDENR - Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
4. Should you have any questions regarding this invoice, please contact the Annual Administering and Compliance Fee Coordinator at
919-807-6321.
(Return This Portion With Check)
ANNUAL PERMIT INVOICE
Permit Number: WQ0029635
Rowan County
Sunset Pointe Residential Subdivision
High Rock Lake Development LLC
High Rock Lake Development LLC
120 Topsail Rd
Salisbury, NC 28146
Overdue
Annual Fee Period: 2011-03-01 to 2012-02-28
Invoice Date: 02/09/11
Due Date: 03/11/11
Annual Fee: $1,310.00
Check Number:

0 o�p
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
June 1, 2011
Sunset Pointe Homeowners Association
522 Sunset Pointe Dr.
Salisbury, North Carolina 28146
Attention: Mike O'Connell
RE: Ownership Change
Sunset Pointe Subdivision
Wastewater Surface Irrigation System
Non -discharge Permit No. WQ0029635
Rowan County
Dear Mr. O'Connell:
It has come to the attention of the Division of Water Quality that ownership of the referenced wastewater
treatment and disposal system has been transferred to the association. Please complete the enclosed forms and
submit them within 30 days to the following address:
NCDENR/DWQ
Aquifer Protection Section
Land Application Unit
1636 Mail Service Center
Raleigh, NC 27669-1636
Attention: Ed Hardee
Should you have any questions, please call me at 704-235-2183 or contact me via email at
ire,,, inley.(0nedenngov.
Sincerely,
Peg�nley
�_
Environmental Specialist
Enclosures: Form PNOC 09-06
Form HOA 06-07
MAF%sunset pt change ltr 6-1-11
Division of Water Quality 1 Aquifer Protection Section ! Mooresville Regional Office One 1y1
610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115 NofthCarofi 1a
Phone: [phone] Fax: [phone] Customer Service: 1-877-623-6748 Internet: www.ncwaterquality.org ;UffivallY
An Equal Opportunity 1 Affirmative Action Employer

;G.�}JFFR`i?�t1�TFt:`T'id7il�w �'tilJi�i�!
MAY 16 2011
Fisher Land & Development
120 Topsail Road
Salisbury, NC 28146
NCDENR-Division of Water Quality 5/9/2011
1617 Mail Service Center
Raleigh, NC 27699-1617
Gentlemen: Permit Number WQ0029635
High Rock Development has been dissolved as of January of this year. The common
property is now owned by Sunset Pointe HOA. Their mailing address is 522 Sunset
Pointe Drive, Salisbury, NC 28146. This notice should be sent to the new owners.
Regards,

North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
May 7, 2010
CERTIFIED MAIL # 7006 2150 0003 5467 2060
RETURN RECEIPT REQUESTED
Earl Garrick
High Rock Lake Development, LLC
831 Mitchell Avenue
Salisbury, NC 28144
Subject: Notice of Violation NOV-2010-PC-0495
Sunset Pointe Residential Subdivision
Permit Number WQ0029635
Rowan County
Dear Mr. Garrick,
Dee Freeman
Secretary
kiAY 10 2010
hiC DFi\fd ftiRO
DWQ - Aq uifer Protection
As of this date, our records indicate that the above -referenced permit, which was issued on March
27, 2006 and expires on February 28, 2014, has overdue fees. It is both a condition of your permit and
required by Rule 15A NCAC 2T .0105(e)(2) to pay the annual administering and compliance fee within
thirty (30) days of being billed by the Division.
Failure to pay the fee accordingly may result in the Division initiating enforcement actions, to
include the assessment of civil penalties. Failure to comply with conditions in a permit may result in a
recommendation of enforcement action, to the Director of the Division of Water Quality who may issue a
civil penalty assessment of not more that twenty-five thousand ($25,000) dollars against any "person"
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit under
authority of G.S. 143-215.6A. Therefore, it is imperative that you submit the appropriate fee as requested
within thirty (30) days of this Notice of Violation (NOV). The following invoices are outstanding:
Invoice Number
Invoice Date
Due Date
Outstanding Fee
2009PR003941
4/21/2009
5/21/2009
$1,310.00
Please remit payment, made payable to the North Carolina Department of Environment and
Natural Resources (NCDENR) in the amount of $1,310.00. Please mail this payment to:
Division of Water Quality — Budget Office
Attn: Fran McPherson
1617 Mail Service Center
Raleigh, NC 27699-1617
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Boulevard, Raleigh, North Carolina 27604
Phone: [phone] FAX 1: 919-715-0588; FAX 2: 919-715-60481 Customer Service: 1-877-623-6748
Internet: www.ncwateraualitv.ora
One
North Carolina
An Equal Opportunity 1 Affirmative Action Empioyer

If you have any questions concerning this Notice, please contact Ed Hardee at [phone] or
at [e-mail].
Sincerely,
Jon Risgaard, Supervisor
{ A Land Application Unit
k
CC, moues ille a �ffaee, Ark ;fe Pro eo'.4 e »tea
Perms W I 029 6 35
2

Date
Division of Water Quality
Land Application Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Subject: Permitting Signature Authority
To Whom It May Concern:
As an appropriate signing official for &4 h Se T PO J-% � �4k Rock lake(city/town or
business name) as designated by 15A NCAC 2T .0106(c), I hereby dele to authority to sign and certify all
permit applications, reports or other permit related documents to the following staff for the following
permit types (sewer, spray, land application) and/or permit numbers:
Position
Person Currently in Position
Permit Type or Permit Number
G
d .'
00 2
C
If you have any questions, please contact me at the following:
Permittee/Applicant name (please print): D ah 'xS a / u hS e4 �D. �. �� G� �' 9°`` Q o`k
Title: jar- LAk-e- L. L 6-
Complete mailing address: / 7 D �� �(�}: go Ad
City: Sa.Jb S La.rState: it/ L Zip: 2
Telephone number: (201/) 6 4l7 — 0 (fb y Facsimile number: (20 1;6
Sincerely,
signature

PROCEDURE 4 REQUEST FORM
DIVISION OF, WATER QUALITY
PERCS UNIT
TO FROM ❑ Mike Mickey- Winston-Salem Regional Office
® Mooresville Regional Office
❑ Hughie White - Fayetteville Regional Office
❑ Wayne Bryant - Washington Regional Office
❑ Barry Herzberg - Raleigh Regional Office
❑ Charlie Stehman - Wilmington Regional Office
❑ Roy Davis - Asheville Regional Office
TO FROM Adrian Eaton
919-715-3283
919-715-6229 (FAX)
[e-mail]
Date: Feb 11, 2008
Application Number:
WQ0029954 mod County: Rowan
Applicant: High Rock Lake Development LLC
Project Name:
Patio Homes at Sunset Pointe
Project Type:
Fast -Track ❑ Pressure Sewer ® Name Change ❑ Change of Ownership ❑
Pump StatiowTorce Main ❑ Vacuum Sewer ❑
Gravity Sewer ❑ Express Permit ❑
Flow Type:
DOM ® COM ❑ IND ❑
Receiving Facility:
Sunset Pointe HOA WWTF Receiving Facility Permit: WQ0029635
Flow Volume (GPD):
30,720 Engineer: Donald Monday, P.E., Piedmont Design Associates
SOC Project?
❑ YES ® NO
T
X
z
SEPA Project
❑ YES ® NO FONSI Issued? ❑ YES ® NO
O
CD
Pretreatment Program?
❑ YES ® NO Other Issues:
••000000000000000000000000000000000000000000000000000000000000•
U�
WWTP Approval:
YES ❑ NO
Disp. Method (Spray; rip, etc.) Approval: [ YES ❑ NO ❑N/A
Comments:
Regional Office Signature: Date:
PLEASE RESPOND WITHIN FIVE DAYS OF RECEIPT
v
0
to
X
Z
0
N

Mr. Dan Fisher, Partner
Sunset Pointe at High Rock Lake LLC
120 Topsail Road
Salisbury, North Carolina 28146
Dear Mr. Fisher:
Michael F. Easley, Governor
' F 1 eta
NorthR.1,1a7aXtmenC ofn�tiron t `d r Res roes
ry
`iCo en 1` irector
Division of Water Quality
AUG 2 5 2008 �� 1
August 18, 2008 Wof,-,s
DWQ-Surface Water Protection
Subject: Modified Permit No. WQ0029954
Low Pressure STEP System
Sunset Pointe Subdivision Phase 1
Rowan County
In accordance with your Permit application received January 24, 2008, and additional information
received by the Division, we are forwarding herewith Modified Permit No. WQ0029954 dated August
18, 2008, to Sunset Pointe at High Rock Lake LLC for the construction and operation of the subject
wastewater collection system.
This Permit shall be effective from the date of issuance until rescinded; shallvoid Permit No.
WQ0029954 issued on July 26, 2006, and shall be subject to the conditions and limitations as
specified therein.
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 30 days following receipt
of this permit. This request must be in the form of a written petition, conforming to Chapter
150B of 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.
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 the approved plans and specifications. Mail the
Certification to the Construction Grants & Loans Section, 1633 Mail Service Center, Raleigh,
North Carolina 27699-1633. (Engineer's Certification Form is attached.)
One set of approved plans and specifications is being forwarded to you in a separate transmittal.
No-hCarolina
Naftin ay
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwaterauality.org 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

Mr. Dan Fisher
August 18, 2008
Page 2
If you need additional information concerning this matter, please contact Steve Tsadwa, E.I., State
Review Engineer at [phone] or Seth Robertson, P.E., at [phone].
Sincerely,
a�
Coleen H. Sullins
st/sr
cc: Rowan County Health Department
Seth Robertson, P.E.
Daniel M. Blaisdell, P.E.
Steve Tsadwa, E.I.
, Vl6oresvil eegional�ffice.: Water Quality Section (Permit WQ0029635)
Donald L. Munday, P.E, Piedmont Design Associates, 125 E. Plaza Dr., #101, Mooresville, NC 28115
Permit Application File WQ0029954

MA
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION 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
SUNSET POINTE AT HIGH ROCK LAKE L- LC
Rowan County
FOR THE
construction and operation of a pressure sewer collection system consisting. of. approximately
3,940 linear feet of 2-inch pressure sewer pipe; approximately 825 linear feet of 1.5-inch
pressure sewer pipe; 90 STEP pump stations (1,250 gallon capacity) each having on -site audible
and visual high water alarms with telemetry to serve 90 single family residential homes as a part
of the Sunset Point Subdivision (Phase 1), and the discharge of 21,600 GPD of collected
wastewater into the Sunset Pointe at High Rock Lake Development, LLC's WWTF (WQ29635)
pursuant to the application received on January 24, 2008, and subsequent additional information
received by the Division, and in conformity with the project plans, 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 also grants permission for the:
construction and operation of a pressure sewer collection system consisting of 102 simplex pump
stations with effluent pump, 102 — 1,500 gallon septic tanks, 1-duplex pump station with effluent
pumps, 1-6,000 gallon septic tank, each having on -site audible and visual high water alarms with
telemetry and approximately 1,930 linear feet of 5-inch pressure sewer, 2,840-liner feet of 3-inch
pressure sewer, 8,308 linear feet of 2-inch pressure sewer, 1,190 linear feet of 1.5-inch pressure
sewer to serve 115 Sunset Pointe Subdivision, and discharge of 51,000 GPD of collected
wastewater into the Sunset Pointe at High Rock Lake Development, LLC's sewerage system,
pursuant to the application received March 1, 2006, and subsequent additional information
received by the Division, and in conformity with the project plans, 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 rescinded, shall void Permit
No. WQ0029954 issued July 26, 2006, and shall be subject to the following specified conditions
and limitations:

Sunset Pointe at High Rock Lake LLC
August 18, 2008
Modified Permit No. WQ0029954
Page 2
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times.
The Permittee shall maintain compliance with an individual system -wide collection system
permit for the operation and maintenance of these facilities as required by 15A NCAC 2T
.0400. If an individual permit is not required, the following performance criteria shall be met
as provided in 15A NCAC 2T .0400:
(a) The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and to prevent any contravention of groundwater
standards or surface water standards.
(b) A map of the sewer system shall be developed and actively maintained.
(c) An operation and maintenance plan including pump station inspection frequency,
preventative maintenance schedule, spare parts inventory and overflow response shall
be developed and implemented.
(d) Pump stations that are not connected to a telemetry system (i.e., remote alarm system)
shall be inspected by the permittee or its representative every day (i.e., 365 days per
year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
(e) High -priority sewers shall be inspected by the permittee or its representative at least
once every six -months and inspections are documented.
(f) A general observation by the permittee or its representative of the entire sewer system
shall be conducted at least once per year.
(g) Overflows and bypasses shall be reported to the appropriate Division regional office
in accordance with 15A NCAC 02B .0506(a), and public notice shall be provided as
required by G.S. 143-215.1C.
(h) A Grease Control Program shall be established as follows:
(i) For publicly owned collection systems, the Grease Control Program shall
include at least bi-annual distribution of educational materials for both
commercial and residential users and the legal means to require grease
interceptors for new construction and retrofit, if necessary, of grease
interceptors at existing establishments. The plan shall also include legal means
for inspections of the grease interceptors, enforcement for violators and the
legal means to control grease entering the system from other public and
private satellite sewer systems.
(ii) For privately owned collection systems, the Grease Control Program shall
include at least bi-annual distribution of grease education materials to users of
the collection system by the permittee or its representative.
(iii) Grease education materials shall be distributed more often than required in
Parts (i) and (ii) of this Subparagraph if necessary to prevent grease -related
sanitary sewer overflows.
(i) Right-of-ways and easements shall be maintained in the full easement width for
personnel and equipment accessibility.

5
9
Sunset Pointe at High Rock Lake LLC
August 18, 2008
Modified Permit No. WQ0029954
Page 3
(j) Documentation shall be kept for Subparagraphs (a} through (i) for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
4. The sewage and wastewater collected by this system shall be treated in the Sunset Pointe at
High Rock Lake Development, LLC Wastewater Treatment Facility (Permit No.
WQ0029635) prior to land application.
5. 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 of Water Quality (Division) accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved. _
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
7. A copy of the approved plans and specifications shall be maintained on file by the Permittee
for the life of the wastewater collection facilities.
8. 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 Construction Grants & Loans
Section, 1633 Mail Service Center, Raleigh, North Carolina 27699-1633. (Engineer's
Certification Form is attached.)
9. 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.
10. The issuance of this permit does not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(i.e., local, state, and federal) having jurisdiction, including but not limited to applicable river
buffer rules in 15A NCAC 2B .0200, soil erosion and sedimentation control requirements in
15A NCAC Chapter 4 and under the Division's General Permit NCGO10000, and any
requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. The Permittee shall provide for the pump station and force main the following items:
(a) Pump Station Reliability:
(i) Pump stations, except when exempted by Subparagraph 0)(2) of 15A NCAC
02T.0305, shall be designed with multiple pumps such that peak flow can be
pumped with the largest pump out of service.

Sunset Pointe at High Rock Lake LLC
August 18, 2008
Modified Permit No. WQ0029954
Page 6
Permit issued this the 18th Day of August 2008
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-� 11l. i3
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Modified Permit No. WQ0029954

Sunset Pointe at High Rock Lake LLC
Modified Permit No. WQ0029954
Issued August 18, 2008
ENGINEER'S CERTIFICATION
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 low pressure sewer collection system serving the Sunset Pointe Subdivision,
located in Rowan County, hereby state that to the best of my abilities, due care and diligence was
used in the observation of the following construction:
a pressure sewer collection system consisting of: approximately 3,940 linear feet of 2-inch
pressure sewer pipe; approximately 825 linear feet of 1.5-inch pressure sewer pipe; 90 STEP
pump stations (1,250 gallon capacity) each having on -site audible and visual high water alarms
with telemetry to serve 90 single family residential homes as a part of the Sunset Point
Subdivision (Phase 1) in conformity with the project plans, specifications, and other supporting
data subsequently filed and approved by the Department of Environment and Natural Resources.
I certify that the construction of the above referenced project was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Signature
Date
Registration No.
Mail this Certification to: DENR/DWQ
Construction Grants & Loans Section
1633 Mail Service Center
Raleigh, North Carolina 27699-1633.
Note: If the wastewater collection permit was issued to a private entity under an
Operational Agreement with the Environmental Management Commission, then a
copy of the Articles of Incorporation, Declarations, and Bylaws that have been
properly filed with the applicable County's Register of Deeds shall be submitted
with this certification.

STATE OF NORTH CAROLINA
COUNTY OF Rowan
Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this 20th day of
December 2007 by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
High Rock Lake Development, LLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNES SETH:
The DEVELOPER is the owner of the certain lands lying in Rowan County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as
Sunset Pointe Patio Homes (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the Sunset Pointe Homeowner's Association
a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.

4.
P
7.
a
2
1.0
The DEVELOPER shall provide in the Declaration and. Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for constrwtion, operation, repair, and
maintenance of the system. and. facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will, receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and. insurance.
The DEVELOPER shall provide in. the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In, order to assure that there shall be funds readily available
to repair, maintain or construct the Disposal System., beyond the routine operation and maintenance
expenses, the Declaration and. Association Bylaws shall provide that a fiend be created out of the common.
expenses. Such fund shall. be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
in the event the common. expense allocation and separate fund are not adequate for the construction,
repair, andmaintenance of the Disposal. System, the Declaration and. Association Bylaws shall provide for
special assessments to cover. such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time,
if a wastewater collecti.on system, and. wastewater treatment: and/or disposal facility provided by any city,
town., village, county, water and sewer authorities, or other un.i.t of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said. governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
Recognizing that it would be contrary to the public interest and to the public health., safety and welfare for
the Association to enter into voluntary dissolution. without having made adequate provision for the
continued proper maintenance, .repair and operation of its Disposal. System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall. not enter .into voluntary dissolution. without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
The agreements sat forth in numbered paragraphs 1, 2, 3, 4, 5, G, 7, and 8 above shall be conditions of any
perm t issued by the COMMISSION to the DEVELOPER for the constnrcti.on, maintenance, repair and.
operation of, the Disposal System..
A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration
is filed and in the offices of the Secretary of State of North. Carolina with the Articles of Incorporation of
the Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and. year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Coleen H Sullins., Directo
Division of Water Quality
j?_lg-c��
(Date)
SHimset Pointe t High Rock Lake, LI.,_C
Name of DEVELOPER J^/
( igoature)
Da ialtex, Partt>Le
Print Name and Title
5 2r7o�
(Date)
FORM: DEV 02/03 Page 2 of 2

VJ AT �94
v� fl G
P
November 20, 2007
Earl Garrick
High Rock Lake Development
831 Mitchell Avenue
Salisbury, NC 28144
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Subject: Acknowledgement of Engineering Certification
Permit Number WQ0029635
Sunset .Pointe .Residential Subdivision
Wastewater Surface Irrigation
Rowan County
Dear Mr. Garrick:
The Division's Non -Discharge Permitting Unit has received your signed and sealed certification with
record drawings. The Division hereby accepts this certification based upon its execution and submittal by
a North Carolina Professional Engineer. Please note that the record drawings will be forwarded to the
appropriate regional office along with a copy of your approved certification. n
k
Matthew D. Fleahman, P.G.
Environmental Engineer I
cc: ooxyesvi+ll e Regional ®. AM, - qulfe �,�1Uc%ia Sec�'on
David M. DeCaron, P.E. — Piedmont Design Associates, P.A.
LAU File WQ0029635
NOV 2 7 M007
Nli •lir 1�{\Yt11i�V
D Protection
NorthCarolina
Naturally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: www.ncwaternuality.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper Customer Service: [phone]

11
Permit No. WQ0029635
March 27, 2006
ENGINEER'S CERTIFICATION
Partial � Final
I, NWA" L- U g MDAV , 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,
`.�• ./ ��- /,rs. //.��- t:_'..L_'W1 •� ii//.[';a.,il. is _!r/.%,
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 s Registration No. M7
Date
`gNCA
un mrrr►rrr
m •�e �-
sM SEAL °
17327
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10

RE: Sunset Pointe Punch List
Subject: RE: Sunset Pointe Punch List
From: "Todd Harrell" <[e-mail]>
Date: Wed, 24 Oct 2007 12:27:28 -0400
To: "'David DeCaron"' <[e-mail]>, <[e-mail]>,
<[e-mail]>, <[e-mail]>, <[e-mail]>, "'Jim Schwab"'
<[e-mail]>
CC: <[e-mail]>, "'Peggy Finley"' <[e-mail]>, "'Steve Barry"'
<[e-mail]>
David,
Items 1-4 Which is BB Hobbs / H2O Alternatives responsibility have been or will be met by Friday.
Items 1-3 were met today.
1. UV has been lowered and tested and everything is working fine.
2. Pipe exposed has been coated with UV Protectant Paint.
3, Cracked Lid has been replaced.
4. Phone Switch will be delivered Friday and will be installed with Electrician and set up to verify working
properly.
I will contact you Friday afternoon on the phone switch.
Todd Harrell
OSWW Division Mgr.
B. B. Hobbs Co.
Cell: 843-307-2090
tharrell(abbhobbs. corn
From: David DeCaron [mailto:[e-mail]]
Sent: Wednesday, October 24, 2007 11:46 AM
To: [e-mail]; 'Todd Harrell'; [e-mail]; [e-mail];
[e-mail]; 'Jim Schwab'
Cc: [e-mail]; 'Peggy Finley'; 'Steve Barry'
Subject: Sunset Pointe Punch List
There are several items that we discussed yesterday that will need to be completed prior to us releasing the
Engineers Certification for the Wastewater Treatment & Disposal System at Sunset Pointe Subdivision at High
Rock Lake in Rowan County. Items that we discussed are as listed below:
1. Adjust UV inverts to allow for proper flow to basin
2. Coat all exposed piping with UV protective paint
3. Phone/modem line and switch installed
4. Replace cracked riser lid on recirculation tank #2
5. Monitoring Well Construction Records & Sampling Reports to State (please copy our office on this)
6. Complete fencing and install signage around disposal and treatment areas.
7. Install rescue ropes around pond (4 min on large pond, 2 min on small pond)
1 of 2 11/2/2007 10:19 AM

RE: Sunset Pointe Punch List
8. Operations/Maintenance Contract in place between ORC and Owner/HOA (please copy our office on this)
9. As Builts for WWTP (to be completed to our office and delivered to State, ORC & Owner)
10. Gravel turn around in fenced area and grade to drain. (Area appeared to have low spot)
There may be several items that were not noted. We will need to have all of this completed by no later than 5 pm
on Monday October 29th. If you have any questions, please feel free to contact Donald Munday or myself.
David M. DeCaron
Piedmont Design Associates, P.A.
125 East Plaza Drive, Suite 101
Mooresville, NC 28115
Phone [phone]
Fax [phone]
Email: [e-mail]
2 of 2 11/2/2007 10:19 AM

PIEDMONT DESIGN ASSOCIATES, P.A.
125 East Plaza Drive, Suite 101
Mooresville, NC 28115
Telephone [phone] Fax [phone]
Email: pda1230alltel.net
October 31, 2007
NCDENR — Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: Sunset Pointe Subdivision Wastewater Surface Irrigation Monitoring Wells 1, 2 & 3
Rowan County, NC
Permit No. WQ0029635
ENGINEER'S CERTIFICATION
I
Engineering
Surveying
Planning
I, Donald L. Munday, as a duly registered Professional Engineer in the State of North Carolina, do hereby
certify to the best of my knowledge and belief, that monitoring well numbers 1, 2 & 3 were drilled for this
system and the wellheads are located and constructed as per requirements of the NCDENR, Division of Water
Quality's Well Construction Records as set forth in NC Administrative Code Title 15A Subchapter 2C and the
permit for Sunset Pointe Subdivision Wastewater Surface Irrigation System dated March 27, 2006.
Respectfully,
PIEDMONT DESIGN ASSOCIATES, P.A.
4i�v�
Donald L. Munday, P.E.
N.C. Registration No. 17327
```�p►►niorrrrrr�
��•`` �� CAR® �''�.,,
®0'!'�
SEAL �a
7
1732
° °
a °
°
�'•' IRI

10/31/2007 14:14 7049327047 JAYTODDWELLDRILLING PAGE 02
WELL C0NSTRUCT1q RECQRD
North Carolina Department of Environment and Natural Resources - Division of Water Quality
WELL CONTRACTOR (U01VIDUAL) NAME (priac) `�JA CERTMCATION p 33____;'�
WELL CONTRACTOR COMPANY NAME `t PHONE #
STATIL WILL CONSTitUCrlON P1Emmnw A15SOMATED WO PERMM
(if atmlicable) (if applicable)
1. WELL USE (Check Applicable Box): Residential ❑ Municipal/Public 13 Industrial ® Agricultural 0
Monitoring doltecovery 13 Heat pump Water Injection 13 Other © 1f Other, List Use
2, WELL LOCATION: /
Topographic/Land setting
Nearest Town: l/ beM Couno
13Ridge 13Slope CJValley N?Flat.
�iG
(cheek appropdate bm)
(Street Name, Numbers, Commu tY, Subdivisio% I.m 14o., Zip Code)
de/lo rude of well location
3. OWNER: ���
Address V
(ae8teahainuteslsacoads)
Latitude/longitude source°11GPSOTopogrphic tt V
(Street orRoate No,)
(duck box)
C�
PlI1LL�
Id.
m T S �� zip code
From To F
—
Ana code- Move numbcr
4. DATE DRILLED 007
y141
yl,d,�"
5. TOTAL DEPTH: 51C
FMSTING WELL? YES 13 NO
6. DOES WELL REPLACE
7. STAnC WATER LEWL Below Top of Casing: ?. - FT -
(Use "4-" if Above Top of Casfug)
S. TOP OF CASING IS FT. Above Land Surface*
-Top of esaft tentohwW mWev bdaav fud sedate ragairee e
vorkm f k aecordaaee with 16A NCA,C 2C .0119'
9. y1ELD (gpm): _�_ METHOD OF TEST � -
10. WATER ZONES (depth): -'
-
WCATIQN_SItEZCH
11. DISWMCTION: Typ® Amount izvmlShow
direction and distance in miles from at least
12. CASING: Wall Thickness
two State Roads or County Roads. Include the road
Depth Diameter or Weight/1;P Mqtzrifil
numbers and common road names.
From_ Ft. Z )
FYoM To Ft. -
nn
� } 1,*Y Aw
From To Ft._ _ �T
13. GROUT: Depth // Material Method
�� FromTo�f� ]Ft. C ,�nQ&r
From To Ft.
14. SCREEN: Depth biatncter slot size Material
From To� _ Ft.��iu_ in. PVC-1
From To in. M.
PACK:
15. SAND/CIRAVEL
Depth Size Material
Front__/0_To Ft.
From To Ft.
16. REMARKS:
I
1 DO HEREgy CERTIFY THAT TH[S WELL WAp CONSTRUCTED IN ACCORDANCE WITH ISA NCAC 2C, WELL
d:OtdMUCI ON STANDARDS, AND nWAjtOVY gg = RECORD HAS BEEN PROVIDED TO THE WLL OWNER
OF
im
Submit the oidgkal to the ADWWon 01'Vntee Qeaa91ly, Aft .- Iia ffuMatdon ,1627 Mmio SerrAca Center -
Rmle*h, NC 27699-1617, Phone No. (919) 73X7015, wi tiro 30 days.
G W 1 REV. 0917004

10/31/2001 14:14 1049327047 JAYTODDWELLDRILLING PAGE 03
WELL CONSTRUCTION RECORD
North Carolina Department of Envitonment and Natural Resources - Division of Water Quality
WELL CONTRACTOit (INDWMUAL) NAME (print) 7 . " CERTIMCATION N—:KSj2—Z '>
WELL. CONTRACTOR COMPANX NAME _ . �gc1 d. 11�/e-1 rl I ► v, c� RIxoNE # j 7y�
STATE WXU CONsTnvCTION fP1 "rp ASSOCIATED WQ PERMIT#
III- _ _ (if applicable) (if applicable)
1. WELL USE (9ack Applicable Box): Residential [I Municipal/public ® Industrial C3 Agricultural ❑
Monitoring M Recovery ❑ Heat Pump Water Injection ❑
Other O If Other, List Use
2_ WELL LOCATION-
Topographic/Lmd setba
Nearest Town: Canty.
❑Ridge ❑Slope 13Vailey at
(check appropriate boar)
(Suva Name, Numbers, Community, Subdivisson, Lot No., p Coee)
1 a, kude/lon Rude of well location
3. OWNER: �T h Awk �id�Pii %!?
� .._.�
/t`'5-5 ,31 d92o.�.l• 2-9
(degrees/®inueesteeonode)
Address
Latitude/long Rule sotnrce:$GPS❑•Topogmphic map
((ll (Street to No.)
(check twx)
�.JGO I r
lD DRILLINGLOG
say or Tvwk Sara zip Code
From To Formation Description
Ana codm Phone number
4. DATE DRILLED 9'/3 / 107
Sr
a `� Aq.-1aaf1 G , gnr :
5. TOTAL DEPTH:
6_ DOES WELL REPLACE =STING WELL? YES ❑ NO
7. STATIC WATER LEVEL Below Top ofCasiog: Q T.
(Use "+" if Above Top OCasing)
8. TOP OF CASING IS �FT. Above Land Surface -
*Top of wing teradnaW nVor below land aarhee requires a
varttaee Ix aceoedance wftls 15A NCAC 2C .011& ,
9. MELD (ern): �11 METHOD OF TEST
10, WATER ZONES (depth): 41
LOCATION SKETCH
11. DISINFECTION: Type CA/ey:,y_ Amount
Show direction and distance in miles fmm at least
12. CASING: Wall Thickness
two State Roads or County Roads. Include the road
Depth Diameter or WeighVFL Material
numbers and common road names.
Fromm To_/ M Ft. 2" , 4,0 6�e_
From To Ft.
From To Ft. �
13. GROUT: Depth INakrial Method
J
From_ -Q— To�� Ft. e4n g A ' mil 1gip
From To Ft.
14. SCREEN: Depth Diameter Slot Size Material
Feom­j To F t._,Zf_in. in.
From _ To Ft in. in.
15. SANIYGRAVEL PACK:
Depth Sizemomial
From, __Z,_„To 4.Y Ft.
From To Ft
16. REMARKS:
I DO BEREBY CERTIFY THAT TEAS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15,A NCAC 2C, WELL
CONS-[RVCx?ON STANDARDS, AND d Y OF TMS RECORD HAS BEEN PROVIDED TO THE WELL OWNER
10i 1 0-1
SICpN PERSWMnTRUCTING THE WELL DATE
Submit the or ®glIl 20 the DiVISI m of wo ten Qaenllsty, Attt: liWOTMAden Natmagement,1617 Msfi9 SeMce Ceawz -
,Releigh, NC 27699-1647, Mona No. [phone]. withBn 30 drays.
OW 1 REV. 09/2004

10/31/2007 14:14 7049327047 JAYTODDWELLDRILLING PAGE 04
q
LL CONSTRLJCTLQN RECORD
14.
North Carolina Deparbneut of Enviro t anddNNatural Resources - Division of Water Quality
WELL CONTRACTOR M4DWIDVAL) NAME (prim �A I�dP / OO d CMUNCA o i N Z�i
WELL CONTRACTOR COMPAw NAME L ],� i H , "TiP. _4 n AL) , PF90NE l� 7
STATE WELL CONSTRUCTION PE1RM TO ASSOCtiATED vVQ PERMITk
(if t�plicable) - _ (if sanlicable)
1. WELLeck Applicable Sox): Residential ❑ MunicipaVilublic 0 budustrial D Agricultural
Mo Recovery ❑ Heat Pump Water Inject➢ou O Other ❑ 'If Other host Use
2- WELL LOCA71
.
Nc gummt Town:
/jsbu
County
(Street Name, Namhm, Community, Su
ion, La No., Ap Cade)
3. OWNER:
.Address
assdr
`�
AIV
city or 704W
slate
Zip Code
Ana code- Phone awnber
4. DATE DRILLED Z
5. TOTAL DEPTH:
6. DOES WELL REPLACE EXISTING WELL? YES © NO
7. STATti C WATER LEVEL Below Top of Caeeatg: _FT.
(Use '+" if Abowe Top of CmiaB)
S. TOP OF CASING IS _ FT. Above land Surface -
"Top o(euft tern too actor hdw load aurbee requim a
variance In aeeerdmace with 1SA NCAC 2C .0118.
9. YIELD (gpm).- —,2 METHOD OF TEST
10. WATER ZONES (depth): �6L
Topographic/Land setting
(]Ridge Oblope Walley QFlat
(cbwk appropriate box)
LatitudeVolwitu,de of well location
/V 1. 1.0
Latitude/longitude source: OPSOTopo�phic
From. To
n- A
LQCA11M SII*EETCH
I I - DISINIFECTIO tN: Type, t7 Amount Show dimclion and distance in miles from at least
12. CASING: Wall Thickness two State Roads or County Roads. include the road
Dvdl Diameter or Weight/Ft. M al numbers and common mad names.
From ® To�� 1~t. _ sx i, 4-0 �
From To Ft. 4y
re'rj-
_ l
From _ To Ft.
13. GROUT: TDepth Material Method
Front_--Q•— TO — LP— d7 R- eoM _
From
SCREED
Fronk-f ._—
To }Ft_
Diamatcr
To 5r Ft._ Z in.
Slot Size Materiel
in. !9X&
From To Ft. in. iA.
15. SANDIGRAVEL PACK:
Depth Size matedal
1procn L _.__.To_5:5. Ft.
From To Ft.
I DO HEREBY CERTIFY THAT TMS WELL
CONSTRLImoN STANDARDS, Aim tH,*l
AS CONSTRUCTED rN ACCORDANCE WITH 15A NCAC 2C, WELL
L COPY 15 RECORD HAS BEEN PROVIDED TO THE v'JBLL OVnk
CONMRUCnNG THE WELL
fthmait tea orl&sp Qo the Divlsiom of waaev Qmmfty, Attta: R9009-matiozi Mmmagemeula, 9617 Miaall 3ervnce Centw -
Relo r&, NC 2709-161 , Pbone Rio. (9I9) 731-701S.'q*b9Qa 30 slays.
GW-! REV. 09/2004

10/31/'2007 14:14 7049327047 JAY.TODDWELLDRILLING PAGE 05
Y ti
WELL C2N.STRUCTION RECORD
North Carolina Department of Environment and `Naaut all Resources - Division of Water Quality ��
WWELLCON RACTOR (l7VDIVIDUAL) NAME (priat),____� / O'O�� CERTMCATION if LJL�j'.'
WELL CONTRACTOR COMPANY NAME ® PHONE M �
STATE WELL CONSTRUCTION PERM17Yi ASSOCIATED WQ P 4
_- -- (if applicable) (if applicable)
1 _ ALL USE (Check Applicable Box): Residential ® Munieipal/Publicp Industrial ® Agricultural ❑
Moiaitozing ❑ Recovery ® Meat Pump water I mectioD ® Other 1� If Other, List Use
2. WELL LOCA.TIO :,//s /
Nearest T ,Cotutty
i i
(Street Name, Numbers, Community, Subdivision, DAM, Zip Code)
3. OWNER:
Address
Strew or Route No.)
City or T Staft Zip Code
Area wde. Ph= number
4. DATB DRILI{ED f /4�®'/
S. TOTAL DEPTH: a-tJ '
6. DOES WELL REPLACE EXISTING WELT.? YES ❑ NO -RP
7. STATIC WATER LEVEL Below T op oa Casio= _4,p PA.
(Use wr" if Above Top of casing)
8. TOP OF CASING IS _ FT. Above Land Surface -
`Top of cashtt teradaated actor below land aartkee regWm ■ �
var kme is aeemdaade wdtY 15A NCAC 2C ARIL �
9. YIELD (gpm): METHOD OF 'PEST
10. WATER ZONES
11. DISSECTION: Typcydar",or�,rg- Asnouiat
12. CASING: Wall Thielmew
Depth Diameter or weiglttln, Material
{�
From_ To Ft.�
From To Ft.
13. GROUT: Depth � Material ,Method
Zr� f
From b To Ft C
From To Ft. __
14. SCREEN: De Dieometer Slog size
From►. To Ft. in. in.
From To Ft.-4 M.
I3. SANDIGRAVEL PACK:
Dq th Size materia
Front TO Ft.
From To Ft.
16. S:
TopographicgAnd setting
l7Ridge ®Slope []Valleyklat
(Chwk 2ppmpt'� bm)
_Laqtude/longitude of well location
(dn�tln,�rdB)
Latitude/longitude sowce` JPS13Topograpbic map
(chwk bm)
DEPPJtUj JNG LOG
From TO porm 'oa esca,' 'ou
D
Matacial
I
DTI®Ia S�Tcx
Show dice don and distance in miles from at least
two State Road& or County Roads. Include the road
numbers and common road tomes.
no
I to HEREBY CERTIFY THAT THIS WELL WAS CONSTRUC17ED IN ACCORDANCE WITH 1SA NCAC 2C, S;LL
CONSTRUCnON STANDARJDS, AND nVffA-)C,0P'YqFAWS RECORDI, AS RJeW PROVIDED TO THE WELL OWWR
TM WELL
Submit the origlmal to the Divtsnon of WHeir Quality, Aft: IIaTbirmo om 107 Nadi serrAce Coster -
Rmk*b, NC 27699-16117, Roue No. (519) 7313-7015, withl a 330 days.
Gw/ l mV. 09/20"

PROCEDURE 4 REQUEST FORM
DIVISION OF WATER QUALITY
PERCS UNIT
AvA-­kj
TO FROM ❑ Mike Mick - Winston-Salem Regional Office
® r- Mooresville Regional Office
❑ Hughie White - Fayetteville Regional Office
❑ Wayne Bryant - Washington Regional Office
❑ Barry Herzberg - Raleigh Regional Office
❑ Dean Hunkele - Wilmington Regional Office
❑ Roy Davis - Asheville Regional Office
TO FROM Deborah Gore
1x 593
919-733-0059 (FAX)
[e-mail]
Date: 4/25/2006
Application Number: WQ0029954 County: Rowan
Applicant: High Rock Development, LLC
Project Name: Sunset Pointe at High Rock Lake Subdivision
Project Type
Flow Type:
Receiving Facility:
WQ0029635
Fast -Track ❑ Pressure Sewer ® Name Change ❑ Change of Ownership ❑
Pump Station/Force Main
Gravity Sewer
❑ Vacuum Sewer ❑
High Rock Lake Development WWTF Receiving Facility Permit:
Flow Volume (GPD): 51,000 Engineer: David DeCarron, Piedmont Design Associates, PA
SOC Project? ❑ YES ® NO
SEPA Project ❑ YES ❑ NO FONSI Issued? ❑ YES ❑ NO
Pretreatment Program? ❑ YES ® NO Other Issues:
••� o 0 0� o o s o 0 0� o 0 0 0 0 0� e� o 0 0 o s�� o 0 0 0 0����� s� o 0 0 0������ o� o 0 0�� o�����•
WWTP Approval: OYES ❑ NO
Disp. Method (Spray, Drip, etc.) Approval: 2/YES ❑ NO ❑N/A
Comments: �t l �� �1 \ Yv�Lt/�� C k low�S S►'� S"' -
��n C � S �
Regional Office Si ature: Date: Q-ay'L& "
5
PLEASE RESPOND WITHIN FIVE DAYS OF RECEIPT

OF W AT �RQ Michael F. Easley, Governor
\Q William G. Ross Jr., Secretary
Cq r North Carolina Department of Environment and Natural Resources
a r _ ek, P.E. Director
� of Water Quality
March 27, 2006 -
Earl Garrick
High Rock Lake Development, LLC NC DENR [VRO
831 Mitchell Avenue DWQ - A uifer Protection
Salisbury, NC 28144
Subject: Permit No. WQ0029635
Sunset Pointe Residential
Subdivision
Wastewater Surface Irrigation
Rowan County
Dear Mr. Garrick:
In accordance with . your permit application received December. 15, 2005, and. subsequent
additional information received January 12, 2006, we are forwarding herewith Permit No. WQ0029635,
dated March 27, 2006, to High Rock Lake Development, LLC for the construction and operation of the
subject wastewater treatment and surface irrigation facilities.
This permit shall be effective from the date of issuance until February 28, 20N, 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 to you. If you need additional
information concerning this matter, please contact Michelle McKay at [phone].
Sincerely
-Alan W. Klimek, P.E.
cc: Rowan County Health Department
vMooresville.Regi6nal-Office,Aquifer- Protection Section;
Donald Munday, PE
Technical Assistance and Certification Unit
APS Central Files
LAU Files ore
NorthCarolina
�Vaturrr!!y
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 2728 Capital Boulevard . Raleigh, NC 27604 FAX [phone]
An Equal Opportunity/Affirmative Action Employer —50% Recycled/10% Post Consumer Paper

I.
'ef y ENV IRO Iv
DEPARTMENT OF
`SUTFA
hem ..,..o......,.u...i.:......... .. ...... o w.� .._ _.t,`....�
NORTH CAROLINA
AL MANAGEMENT COMMISSION
NMENT AND NATURAL RESOURCES
RALEIGH.
IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
High Rock Lake Development, LLC
Rowan County
FOR THE
construction and operation of a 75,000 gallon per day (GPD) surface irrigation treatment and disposal
tacility consisting of a 1,500 gallon septic tank at each residence (102 four bedroom homes and 100 two
bedroom condos), four 20,000 gallon recirculation tanks with sixteen Xdvantex_AX-100 textile filters
capable of treating 5,000 GPD each (four pods per each tank), 3 flow splitter7 oxes WRI nfliui! Mow
meter locatedat the flow spTitter .b- oxe UV disinfection, a 89,000 gallon pump tank with 298,4 GPM
pumps, a permanent auxiliary power source capable of powering all essential units, a 591,256 ft3 storage
pond with synthetic liner, 34.7 acres of drip irrigation area separated into 14 zones, to serve Sunset
Pointe Residential Subdivision (102 four bedroom homes, 100 two bedroom condos and 2',040 GPD for
amenities, with no discharge of wastes to the surface waters, pursuant to the application received
December 15, 2005, and subsequent additional information received by the Division, 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 February 28, 2011, and shall be subject
to the following specified conditions and limitations:
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, Division of Water Quality, 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 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, 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. 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) 100 feet between wetted area and any residence or places of public assembly under separate
ownership,
b) 50 feet between wetted area and property lines,
b) 100 feet between wetted area and wells,
c) 50 feet between wetted area and drainageways or surface water bodies,
c) 50 feet between wetted area and public right of ways,
d) 100 feet between treatment/storage units and any wells, and
e) 50 feet between treatment units and property lines.
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.
9. If excavation into bedrock is required for the installation of the septic tanks, the pit shall be lined with
a 10 mil synthetic liner.
10. A sanitary tee and filter shall be installed on the effluent pipe of each septic tank. The Engineer's
Certification will serve as evidence that these specifications have been met.
11. 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) of this permit.
12. Upon the completion of site grading and shaping, an updated soil scientist site evaluation report shall
be submitted to the Aquifer Protection Section, Land Application Unit, 1636 Mail Service Center,
Raleigh, NC 27699-1636, for all drip field areas where the soil has been significantly altered by
grading, cutting or filling. This report shall include the area identified as a gully in Zone 6 and the
abandoned gravel road bed and road ditches which pass through Zones 1, 2, 10, 11, and 12. This
report shall specifically address, but not be limited to, soil features such as soil compaction and
saturated hydraulic conductivity of the least permeable layer, as well as any other properties that
might impact the soil's ability to accept drip irrigation water. The report shall also -certify that the
significantly altered areas are capable of accepting the designed loading rate. The requested
information must be received and acknowledged in writing by the Aquifer Protection Section, prior to
the commencement of drip irrigation of wastewater on Zones 1, 2, 6, 10, 11, and 12.

II. OPERATION AND MAINTENANCE REQUIREMENTS
1. A. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and 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 cover shall be maintained. The large scale harvesting of trees located within the
drip irrigation zones is discouraged and any cutting of trees must be done cautiously so as to
minimize damage to drip lines. Drip irrigation zones shall not be utilized while harvesting operations
are in progress. A comprehensive inspection of all drip lines in the harvested area must be
accomplished immediately following the conclusion of tree harvesting operations, and any needed
repairs completed promptly prior to the resumption of drip irrigation.
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.
6.1 The facilities shall be effectively maintained and. operated as a non -discharge system to prevent the
discharge of any wastewater resulting from the operation of this facility.
7. The application rate shall not. exceed a cumulative loading of 40.27 inches over any twelve (12)
month period at an instantaneous application rate not to exceed 0.30 inches per hour.
8. No type of wastewater other than that from Sunset Pointe Residential Subdivision shall be irrigated:
onto the irrigation area.
9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
10. Public access to the land application sites shall be controlled during active site use. Such controls
may include the posting of signs showing the activities being conducted at each site.
11. Freeboard in the storage pond shall not be less than two feet at any time.
)K12. A waste -level gauge, to monitor waste levels in the storage pond, shall be installed prior to operation.
This gauge shall have readily visible permanent markings indicating the maximum liquid level at the
top of the temporary liquid storage volume, minimum liquid level at the bottom of the temporary
liquid storage volume, and top of the dam elevations. Caution must be taken not to damage the
integrity of the liner when installing the gauge.
13. A protective vegetative cover shall be established and maintained on all earthen basin embankments
(outside toe of embankment to maximum pumping elevation), berms, pipe runs, erosion control areas,
and surface water diversions. Trees, shrubs, and other woody vegetation shall not be allowed to grow
on the earthen basin dikes or embankments. Earthen basin embankment areas shall be kept mowed or
otherwise controlled and accessible.

III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to insure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. Influent flow shall be continuously monitored and daily flow values shall be reported on Form
NDMR.
The Permittee shall install an appropriate flow measurement device consistent with approved
engineering and scientific practices to ensure the accuracy and reliability of influent flow
measurement. Flow measurement devices selected shall be capable of measuring flows with a
maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of
once per year, and maintained to ensure that the accuracy of the measurements is consistent with the
accepted capability of that type of device. The Permittee shall keep records of flow measurement
device calibration on file for a period of at least three years. At a minimum, data to be included in
this documentation shall be:
a. Date of flow measurement device calibration
b. Name of person performing calibration
c. Percent from true flow
Plans and specifications for the flow measuring device shall be prepared by a licensed Professional
Engineer _and submitted to the appropriate regional office 30 days prior to installationTh�flo g
in ae sur.'in device=shall be`�nstall'ed'w_iLhi"n `1^veai aof'i`:le date~�^f tl„ 'r
3. The effluent from the subject facilities shall be, monitored by the Permittee at the point prior to
irrigation every March_ July and November for the fnllnwinu narameterc-
BOD5
TSS
NO2-NO3
Fecal Coliform'•
NH3 as N
TKN
pH- -
Total Phosphorous
4. The Permittee tracking the amount of wastewater disposed shall maintain adequate records. These
records shall include, but are not necessarily limited to, the following information:
a. Date of irrigation,
b. Volume of wastewater irrigated,
c. Field irrigated, -
d. Length of time field is irrigated,
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field,
f. Weather conditions, and
g. Maintenance of cover crops.
5. Freeboard in the storage pond shall be recorded weekly
6. Three (3) copies of all monitoring data [as specified in Conditions III(2) and III(3)] on Form NDMR-
1 and three (3) copies of all operation. and disposal records [as specified in Conditions III(4) and
III(5)] on Form NDAR-1 shall be submitted on or before the last day of the following month. All
information shall be submitted to the following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
4

7. An annual representative soils analysis (Standard Soil Fertility Analysis) shall be conducted on each
irrigation field and the results maintained on file by the Permittee for a minimum of five years. The
Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following
parameters:
Acidity
Manganese
Potassium
Calcium
Percent Humic Matter
Sodium
Copper
pH
Zinc
Magnesium
Base Saturation (by calculation)
Phosphorus
Cation Exchange Capacity
Exchangeable Sodium Percentage
8. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number (704)
663-6040, 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 occurrence at the wastewater treatment facility which results in the treatment of significant
amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the
contents of a sludge digester; the known passage of a slug of hazardous substance through the
facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of
adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or facility.
d. Any time that self -monitoring information indicates that the facility has gone out of compliance
with its permit limitations.
Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or. [phone].
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 problern does not recur.
IV. GROUNDWATER REQUIREMENTS
1. Well Construction
a. Prior to beginning waste disposal operations, three (3) monitor wells (MW-1, MW-2 and MW-3)
shall be installed to monitor groundwater quality one up gradient and two down gradient. The
wells shall be constructed such that the water level in the well is never above or below the
screened (open) portion of the well at any time during the year. Each monitoring well shall be
constructed in accordance with this permit, and the location shall be approved by the Mooresville
Regional Office prior to construction.
b. A North Carolina Certified Well Contractor, the property owner, or the property lessee according
to General Statutes 87-98.4(b) (2) must construct the wells. If a certified well contractor does not
perform the construction, the property owner or lessee, provided that they are a natural person,
must physically perform the actual well construction activities. All wells must be constructed
according to the North Carolina Well Construction Standards (15A NCAC 2C .0108) and any
local county rules.
5

c. The Mooresville Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours prior to the construction of any monitoring well so that an inspection can be
made of the monitoring well location. Such notification to the regional groundwater 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. .
d. Within thirty (30) days of completion of all well construction activities, a certification must be
received from a professional engineer or a licensed geologist certifying that the monitoring wells
are located according to this permit.
2. Sampling Criteria
Monitor wells, MW-1, MW-2 and MW-3 shall be sampled initially after construction and prior to
waste disposal operations, and thereafter every March, July and November for the parameters
listed below. Prior to sampling the parameters, the measurement of water levels must be taken.
The depth to water in each well shall be measured from the surveyed point on the top of the
casing. The measuring points (top of well casing) of all monitoring wells shall, be surveyed
relative to a common datum.
Water Level
Chloride
Total Organic Carbon (TOC)
Nitrate (NO3-N)
Fecal Coliforms
Total Ammonia Nitrogen (NH3-N)
pH
Total Dissolved Solids (TDS)
Volatile Organic Compounds (VOC) 1
1 Sampled in November only
b. For Total Organic Carbon (TOC), if concentrations greater than 10 mg/l are detected in any
down -gradient monitoring well, additional sampling and analysis must be conducted to identify
the individual constituents comprising this TOC concentration. If the TOC concentration as
measured in the background (up gradient) monitor well exceeds 10 mg/1, this concentration will
be taken to represent the naturally occurring TOC concentration. Any exceedances of this
naturally occurring TOC concentration in the down -gradient wells shall be subject to the
additional sampling and analysis as described above.
c. For Volatile Organic Compounds (VOCs) sampled in November, use only one of the following
methods:
1) Standard Method 6230D, Practical Quantitation Limit (PQL) at 0.5 µg /L or less
2) Standard Method 6210, PQL at 0.5 µg/L or less
3) EPA Method 8021, Low Concentration, PQL at 0.5 µg /L or less
4) EPA Method 8260, Low Concentration, PQL at 0.5 µg /L or less
5) Another method with prior approval by the Aquifer Protection Section Chief.
Any of the referenced methods used for VOCs must at a minimum, include all the constituents
listed in Table VIII of Standard Method 6230D. Any method used must provide a PQL of 0.5 µg
/L or less, which must be supported by laboratory proficiency studies as required by the DWQ
Laboratory Certification Unit. Any constituents detected above the Method Detection Limit
(MDL) but below the PQL of 0.5 µg /L must be qualified (estimated) and reported.

3. Reporting and Documentation
a. All reports and documentation (GW-1, GW-30, GW-59) shall be mailed to the following address:
NC Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Updated blank forms (GW-1, GW-30, GW-59) may be downloaded from the following
website at http://,gw.ehnr.state.nc.tis/ or requested from the address mentioned above. .
b. For the initial sampling of the well(s), the permittee shall submit a copy of the GW-1 Form (Well
Construction Record) with the Compliance Monitoring Form (GW-59) for each well to the
address listed above. Initial Compliance Monitoring Forms that do not include copies of the GW-
1 form may be returned to the permittee without being processed. Failure to submit these forms
as required by this permit may result in the initiation of enforcement activities `pursuant to NC
General Statutes 143-215.6A.
c. The results of the sampling and analysis must be received on Form GW-59 (Groundwater Quality
Monitoring: Compliance Report Form) by the Groundwater Section (address listed above), on or
before the last working day of the month following the sampling month. The data of all
groundwater sampling analyses required by the permit conditions must be reported using the most
recent GW-59 form along with attached copies of the laboratory analyses.
d. Within sixty (60)_.•days of completion of all monitoring wells, the permittee shall submit two
original copies of a scaled site map (scale no greater than 1"=100'); however, special provisions
may be granted upon prior approval for large properties. The map(s) must include the following
information:
1) The location and identity of each monitoring well.
2) The location of major components of the waste disposal system.
3) The location of property boundaries within 500 feet of the disposal area(s).
4) The latitude and longitude of the established horizontal control monument.
5) The elevation of the top of the well casing (which shall be known as the "measuring point")
relative to a common datum.
6) The depth of water below the measuring point at the time the measuring point is established.
7) The location of Review and Compliance boundaries.
8) The date the map is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the
monument will not be destroyed due to activities that may take place on the property. Maps and
any supporting documentation shall be sent to the Groundwater Section as addressed in the
"Reporting / Documentation" above.
The permittee is responsible for the geographic accuracy of any map submitted, however
produced.
4. Applicable Boundaries:
a. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A NCAC 2L,
Groundwater Classifications and Standards. The Compliance Boundary for the disposal system
individually permitted on or after December 30, 1983 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. An
exceedance of Groundwater Quality Standards at or beyond the Compliance Boundary is subject to
remediation action according to 15A NCAC 2L .0106(d)(2).

b. The 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 action in accordance with 15A NCAC 2L .0106(d)(1).
5. Additional Requirements:
a.- Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be provided.
V. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper
operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent
malfunctions and deterioration, operator errors and discharges which may cause or lead to the release
of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an
inspection log or summary including at least the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall
be maintained by the Permittee for a period of three years from the date of the inspection and shall be
made available upon request to the Division or other permitting authority.
3: Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit; may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
This permit shall .become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or
there is a name change of the Permittee, a formal permit request must be submitted to the Division
accompanied by an application fee, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be considered on its merits and
may or may not be approved.
4. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
5. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state,
and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Chapter 4 and under
the Division's General Permit NC6010000, and any requirements pertaining to wetlands under 15A
NCAC 2B .0200 and 2H .0500.
6. The Permittee shall retain a set of approved plans and specifications for the life of the project.

7. The Permittee must pay the annual administering and compliance fee within thirty (30) days after
being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate
action to revoke this permit as specified by 15A NCAC 2H .0205 (c)(4).
8. The Permittee, at least six (6) months 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 271' day of March 2006
NORTH C,�IROLINA ENV ONYENTAL MANAGEMENT COMMISSION
17
L f
.. t`
/`._Alan W. Klimek, F.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029635
9

Permit No. WQ0029635
March 27, 2006
ENGINEER'S CERTIFICATION
Partial Final
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 Registration No.
Date
10

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STATE OF NORTH CAROLINA
COUNTY OF Rowan ' Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dI) and entered into this 12th day of
December 2005, by and between the North Carolina Environmental Management Commission, an agency of
the State of North Carolina, hereinafter known .as the COMMISSION; and High Rock Lake Development, LLC
a corporation/general partnership registered/licensed to do business in the State of.North Carolina, hereinafter
known as the DEVELOPER
WITNESSETH:
1.The DEVELOPER is the owner of the certain lands lying in Rowan County; uponwhich,it is erecting and
will erect dwelling units and other improvements; said development to be.known as Sunset -Pointe
(hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment.
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to
serve the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to•G.S. 143-
215.1 to construct, maintain, and operate the Disposal. System.
4.:, The DEVELOPER has created or shall create unit ownership in said dwellings units; other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes. _
..5. The DEVELOPER has caused to. be formed or will cause to be formed at the time of fling of the
Declaration, the Sunset Pointe Homeowner's Association (hereinafter Association),. non-profit
corporation organized and existing`under and by the virtue of the laws of the State of North Carolina, for
the purpose; among others; of handling the property, affairs and business of the Development; of,
_ operating, maintaining, re -constructing and repairing the common elements of the lands and
improvements subject to unit ownership; including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction and repair:
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the .
quality of the waters of the State and the public interest therein. .
NOW, THEREFORE; in consideration of the promises and the benefits to be derived by each of the, parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall. thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2.. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holderthe DEVELOPER must request that'the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration:
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit.has been reissued to the
DEVELOPER's successor.
FORM: DEV 02/03 Page 1 of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System'and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available
to repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such .
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration
is filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of
the Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
(Date)
High Rock Lake Development, LLC
Name of DEVELOPER
(Signature)
Earl Garrick, Partner
Print Name and Title
(Date)
FORM: DEV 02/03 Page 2 of 2

Finley, Peggy
From: Finley, Peggy
Sent: Thursday, November 03, 2011 10:23 AM
To: Thornburg, Nathaniel
Subject: Sunset Pointe SD WQ0029635
Nathaniel:
Here's my 2-cents about another condition in this permit. A continous influent measurement device with a recorder has
not been installed as required. On the other hand, the flows are still very low. The highest average reported for a month
is less than 3,000 gpd. Is there any wiggle room for them on this issue?
Peggy
Please note the change in email address
Peggy Finley - Peggy. Fin [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.

Department of Environment and Natural Resources
Division of Water Quality
Surface Water Protection
60035368
Env Prg Supv III
***VACANT***
1690-6902 F 2356 R
ORG CHART - REGIONAL OFFICES
Wilmington Region
60035446
60035447
Engineer
Environ Senior Specialist
Willis, Linda L.
Hunkele, Dean A.
1695 R
1690-6902 F
60035564
60035515
Environ Senior Specialist
Environ Specialist
Steenhuis, Joanne H.
Conway, Jean
2356 R
1690-6901 S
60035537
60035453
Environ Senior Specialist
WWTP Consultant
Coburn, Charles C.
Tharrington, Thomas E.
1690-6901 S
1695 R
60035450
60035454
Environ Specialist
Environ Senior Technician
Allen, Harry L.
Garrett, Stephanie P.
1695 R
1690-6902 F
Express /-St Stormwater
Program
60096197
Env Prg Supv II
Scott, Georgette
2356 R
60035597
60035448
Engineer
Engineer
Lewis, Alida R.
Johnson, Kelly P.
2356 R
1690-6902 F
60035565 60035495
Engineer Engineer
Nelson, Christine A. Pusey, Steven G.
2356 R 1695 R
60091316 60035563
Engineer Engineer
***VACANT*** Baker, Christopher S.
2356 R 2356 R
65002024
Environ Senior Specialist
Cox, David W.
2356 R
Aquifer Protection
60035239
Env Prg Supv III
***VACANT***
1690-6901 S
60035245
Hydrogeologist
Kegley, Geoffrey G.
1690-6901 S
60035445
Engineer
Bushardt, James B.
1690-6901 S
60035491
Environ Specialist
Rowland, Kevin R.
1660-6601 F
60035490
Environ Specialist
Gaines, Amanda L.
1690-6902 F
60035532
Environ Specialist
Carey, Erin S.
1690-6902 F
60035472
Engineer
Farnell, John E.
1695 R
Page 23 of 24 8/9/2011

Finley, Peggy
From: Thornburg, Nathaniel
Sent: Monday, November 07, 2011 1:01 PM
To: Finley, Peggy
Subject: FW: WO0029635 - Sunset Pointe Subdivision Draft Permit
Peggy,
I got your email, as well as the comments from the Applicant below. Regarding pH, we are going to amend the
Attachment A to require pH sampling on a weekly basis, since the flow is less than 10,000 GPD.
As for the flow meter, I'm a little confused as to what is going on. I didn't do the original permit review, however, I
pulled the file, and it appears that there is an influent flow meter in a wet well using notched weirs, and there is a.digital
effluent flow meter in the pump house.
Are they getting their current flows based off an estimate of the influent weirs? And based on your statement, the effluent
flow meter has not been installed?
If a continuous recorder has not been installed, we will probably put a permit condition in requiring the Permittee to
modify their permit to install a flow meter when ADF reaches 8,000 GPD.
Also, we may need to contact the Board if the engineer certified the system without installing the effluent flow meter.
Any info you can provide would be great!
Nathaniel
Nathaniel D. Thornburg — Environmental Engineer
Aquifer Protection Section — Land Application Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
919-715-616o
919-715-6048 FAX
http://poi-tal.ncdenr.org/web/­wqlapsIlau
DISCLAIMER: All e-mails sent to and from this account are subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: [e-mail] jmaiIto: GolfFrito('Kbaol.coml
Sent: Monday, November 07, 2011 11:25 AM
To: Thornburg, Nathaniel
Subject: Re: WQ0029635 - Sunset Pointe Subdivision Draft Permit
Mr. Thornburg,
At this time we have two questions concerning the permit.
1) With only 10 homes occupied on a full time basis and three condos that are part time residences, we are requesting to
get a waiver on the daily sampling and daily ph requirement.
2) We would like to know if the flow meter that we currently have meets monitoring requirements to enable us to avoid
some of the expenses as this system is set up to maintain 200 homes.
In a message dated 10/12/2011 4:03:28 P.M. Eastern Daylight Time, nathaniel.thornburgCa).ncdenr.gov writes:

Mr. O'Connell,
The draft permit for the subject facility is attached for your. review. Please review the draft permit and
provide any comments as you see fit. Once I have received your comments, I will make any necessary
changes and submit the draft permit for signature.
Please provide your draft permit comments at your earliest convenience.
Sincerely,
Nathaniel
Nathaniel D. Thornburg — Environmental Engineer
Aquifer Protection Section — Land Application Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
919-715-6i6o
919-715-6048 FAX
http://por-tal.ncdenr.org/web/wq/aps/lau
DISCLAIMER: All e-mails sent to and from this account are subject to the North Carolina Public Records Law
and may be disclosed to third parties.

Biotube" Pump Vault
Applications
Orenco's patented* Biotube Pump Vaults are ideal for filtering and
transporting effluent from septic tanks or separate dosing tanks in
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are ordered separately.
7rencos Biotube Pump Vault
omen with Biotube filter cartridge,
7oat stem bracket, and support
?ipes. The unique Biotube inter
:artridge provides a large filter
urface area (see specs. on back)
in a small space, to resist clogging
while providing maximum
long-term protection
'Covered by patent numbers 5 492,635 and 4,439,323
APS-M-1
Rev. 22 © 9101
Standard Features & Benefits
• Installs quickly in
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allows filter car-
tridge removal with-
out pulling the pump
or vault simplifies
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• Removes approxi-
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d
Model Code for Ordering
Biotube° Pump Vault
PVU 00-00 00
Indicates inlet hole height: (inches)
Cartridge height: 18", 2411, 36" standard
Vault height: 57", 66"-96" in 6" increments
Universal Pump Vault
Easy access design allows filter cartridge removal without
pulling the pump or vault,' simplifies filter inspection and
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Biotube Cartridge Effective Filter Surface Area
Cartridge Height 12- Diameter
18" 15.5 ft2
24" 20.6 ft2
36" 30.9 ft2
Orvncos Biotube Pump Vault is available in standard and
customized configurations. Contact Ownco oryour nearest
distributor for sizing nrcommendatrons:
Tank Access and Riser Diameter
Biotube Pump Vault Components
P
Vault
height
Inlet hole
height
Discharge pip i
Vault
Flow inducer:,,
Biotube® hand
assembly
Float switch
assembly
(ordered sep.)
Biotube® filter
cartridge
Inlet holes
High head
effluent pump(s
(ordered sep.).
To Order
Call your nearest Orenco Systems®, Inc. distributor.
For nearest distributor, call Orenco at 1-800-348-9843 or go to
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© Orenco Systems® Inc 2001
Biotube Series Tank Access Dia. Tank Access Dia. Riser Dia.
Minimum Recommended Minimum
PVU w/Simplex Pump 19" 20" 24"
PVU w/Duplex Pumps 19" 20" 30"

i
Pump Selection for a AX100 System
Prepared for you by: Lori Farley
InDut Parameters
Number of Nozzles per Pod
32
Pod Inlet Pressure
4.5
psi
Pods per Zone
1
Distributing Valve Model
None
Lift to Manifold
6
feet
Transport Length
100
feet
Transport Pipe Class/Schedule
40
Transport Line Size
2
inches
Discharge Assembly Size
2
inches
Flow Meter
None
inches
Add -On Friction Losses
0
feet
Calculation
Flow Rate per Nozzle
1.6 gpm
Number of Nozzles per Cell
32
Total Flow Rate per Zone
54.2 gpm
=
0
Frictional Head Losses
Head Loss through Distributing Valve
0.0 feet
=
Head Loss in Transport Pipe
4.7 feet
E
Head Loss through Discharge
5.9 feet
Head Loss through Flow Meter
0.0 feet
o
Add -On Friction Losses
0.0 feet
0
F
Size Pump
Design Flow Rate 54.2 gpm
Total Dynamic Head 29.0 feet
b0
E
50
40
30
11D
100
90-
70•
60.
50
40
30
20
10
0
0 10 20 30 40 50 bU
Net Discharge, gpm
70
ce
orenco Systems'
Incorporated
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SUTHERLIN. OREGON
97479
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15411459-4449
FACSIMILE:
15411459.2884

...................................... i ■ ....................... ■ i ■ ........... ■ 1
DIVISION OF WATER QUALITY
RALEIGH REGIONAL OFFICE
April 6, 2006
MEMORANDUM
TO: Andrew Pitner
Aquifer Protection, Mooresville Regional Office
FROM: Rich Hayes
Soil Scientist H
Aquifer Protection Section, Raleigh Regional Office
SUBJECT: Permit No. WQ0029635
Sunset Pointe — High Rock Lake Development, LLC
Wastewater Treatment & Drip Irrigation
Rowan County
�u 0W1E
APR 1 0 7nnf
NC DENR MRO
DWQ -Aquifer Protection
I am sending on the submittal package as well as all additional information received during the
express permitting process for permit no. WQ0029635, the Sunset Pointe — High Rock Lake
Development for your files. You will be receiving the permit from the Central Office in a separate
mailing. Please do not hesitate to contact me if you need any additional information about this project.

SUNSET POINT AS HIGH ROCK LAKE — EXPRESS REVIEW
SUBMITTAL MEETING — DECEMBER 15, 2005 AT 10:OOAM
REVIEW MEETING — DECEBER 29, 2005 AT 1:OOPM
NAME
AFFILIATION
PHONE
FAX
EMAIL
MICHELLE MCKAY
DWQ CO
919-715-6187
919-715-6048
[e-mail]
RICH HAYES
DWQ RRO
919-791-4200
919-571-4718
[e-mail]
613 �%/LLco•c'
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DIVISION OF WATER QUALITY
RALEIGH REGIONAL OFFICE
January 18, 2006
MEMORANDUM
TO: Michelle McKay
Aquifer Protection Land Application Permits & Compliance Unit
FROM: Rich Hayes
Soil Scientist
Aquifer Protection Section, Raleigh Regional Office
SUBJECT: Review Comments -Express Review Application No. WQ0029635
Sunset Pointe — High Rock Lake Development, LLC
Wastewater Treatment & Drip Irrigation
Rowan County
After review of the additional information received January 11, 2006, all of my concerns with the
original submittal have been satisfactorily answered with one exception. Item 5 of the request for
additional information asked "Are there any plans to harvest trees when the pines in the forested area
mature?" Donald Munday's reply states "By request of the permit, once the existing trees in the forested
areas mature, the Homeowner's Association will be required to have the forest evaluated by an
agronomist 5 years from date of issuance of the permit and every 5 years thereafter to determine if crop
harvesting is needed." The intent of my question was to inquirer whether they planned to harvest trees,
not to require that they harvest them. I have serious concerns about whether the trees can be successfully
harvested without causing line breaks and damage to the drip lines. I would prefer to see all disturbances
to the drip areas kept to a minimum. Perhaps we could try to discourage any large tree harvesting
operations by adding a permit condition that requires careful inspection following all tree harvesting
operations in the drip zones.
I would like to recommend the following 2 permit conditions for the Sunset Pointe — High Rock
Lake Development project.
1. Upon the completion of site grading and shaping, an updated soil scientist site evaluation
report shall be submitted to the Aquifer Protection Section, Land Application Unit, 1636 Mail
Service Center, Raleigh, NC 27699-1636, for all drip field areas where the soil has been
significantly altered by grading, cutting or filling. This report shall include the area identified
as a gully in Zone 6 and the abandoned gravel road bed and road ditches which pass through
Zones 1, 2, 10, 11, and 12. This report shall specifically address, but not be limited to, soil
features such as soil compaction and saturated hydraulic conductivity of the least permeable
layer, as well as any other properties that might impact the soil's ability to accept drip
irrigation water. The report shall also certify that the significantly altered areas are capable of
accepting the designed loading rate. The requested information must be received and

aclrnowledged in writing by the Aquifer Protection Section, prior to the commencement of
drip irrigation of wastewater on Zones 1, 2, 6, 10, 11, and 12.
2. The harvesting of trees located within the drip irrigation zones is discouraged and must be
done cautiously so as to minimize damage to drip lines. Affected drip zones shall not be
utilized while harvesting operations are in progress. A comprehensive inspection of all drip
lines in the harvested area must be accomplished immediately following the conclusion of
tree harvesting operations, and any needed repairs completed promptly prior to the
resumption of drip irrigation.

m
SOIL SCIENTIST / AGRONOMIST REPORT
PROPOSED SUNSET POINTE DEVELOPMENT
RECLAIMED WASTEWATER IRRIGATION SYSTEMS
ROWAN COUNTY, NORTH CAROLINA
S&ME PROJECT NO. 1588-05-108
Prepared For:
High Rock Lake Development, LLC
120 Topsail Road
Salisbury, North Carolina 28146
Prepared By:
S&ME, Inc.
3718 Old Battleground Road
Greensboro, North Carolina 27410
September 2005

S&ME
September 29,
O�
00
High Rock Lake Development, LLC
120 Topsail Road
Salisbury, North Carolina 28146
Attention: Mr. Dan Fisher
Reference: Drip Irrigation —Proposed Sunset Pointe Development
-� Soil Scientist/Agronomist Report for Permit Application
Rowan County, North Carolina
S&ME, Inc. Project No. 1588-05-108
Dear Mr. Fisher:
erg
S&ME has conducted a Soil Scientist/Agronomist Evaluation per S&ME Proposal No. 1588-05-
P086 dated July 14, 2005 to provide information for submitting a new Reclaimed Wastewater
Irrigation Systems (RWIS) non -discharge permit to the North Carolina Department of
Environment and Natural Resources (NCDENR) — Division of Water Quality (DWQ). A soil
scientist investigation was conducted to evaluate the soil properties of the proposed acreage to
determine suitability for inclusion in the referenced permit application. The agronomist
investigation was conducted to evaluate potential cover crops for their ability to accept proposed
application rates during the proposed application periods. In -situ saturated hydraulic
conductivity testing was performed to determine the permeability of soils within the proposed
spray irrigation areas, and water balance calculations were performed to determine applicable
hydraulic loading rates and volume of necessary storage.
The attached report s: ummarizes �, ig of the project, evaluation, findings, analytical
results, and recommendatio ho y questions or comments about this report
please feel free to contact QQ $5�
Sincerely,
S&ME, Inc.
-
Martin E. Mabe
Project Manager/Agronomist
SRB/SEH
`;`.
098
llcldyt�_�
ob Willcox, L.S.S.
atural Resources Department Manager
SWE, Inc. [phone]
3718 Old Battleground Road [phone] fax
Greensboro, North Carolina 27410 [phone] www.smeinc.com

TABLE OF CONTENTS
Page No.
1.0
BACKGROUND INFORMATION.................................................................................I
2.0
SOIL SCIENTIST EVALUATION.................................................................................2
2.1 Proposed Surface Drip Irrigation Area...............................................................3
2.2 Instantaneous Rates...............................................................................................4
3.0
WATER BALANCE..........................................................................................................6
3.1 In -Situ Saturated Hydraulic Conductivity Evaluation......................................6
3.2 Soil Drainage..........................................................................................................7
3.3 Allowable Irrigation...............................................................................................8
4.0
.PROPOSED ACREAGE FOR SURFACE DRIP IRRIGATION...............................10
5.0
AGRONOMIST REPORT..............................................................................................11
5.1 Soil Analysis Overview........................................................................................11
5.2 Nutrient Loading Assessment.............................................................................12
6.0
CONCLUSIONS..............................................................................................................13
6.1 Soil Scientist Evaluation......................................................................................13
6.2 Water Balance......................................................................................................13
6.3 Proposed Acreage for Surface Drip Irrigation.................................................13
6.4 Agronomist Report..............................................................................................14
6.5 Summary...............................................................................................................14
TABLES
Table 1: Instantaneous Rates
Table 2: In -Situ Saturated Hydraulic Conductivity Measurements
Table 3: Allowable Irrigation for Proposed Areas per Acre
Table 4: Proposed Areas Net/Useable Acres
Table 5: Soil Test Results
FIGURES
Figure 1: Vicinity Map
Figure 2: USGS Topography Map
Figure 3: Soil Boring and Ksat Location Map
APPENDICES
Appendix I: Soil Profile Descriptions
Appendix II: In -Situ Saturated Hydraulic Conductivity Test Results
Appendix III: DWQ Water Budget (Version 5)
Appendix IV: A&L Eastern Agricultural Laboratories, Inc. — Soil Analysis Reports

II
Soil Scientist / Agronomist Report S&ME Project No. 1588-05-108
Proposed Sunset Pointe Development @ High Rock Lake September 29, 2005
Ll
. J 1.0 BACKGROUND INFORMATION
S&ME, Inc. (S&ME) has been contracted by High Rock Lake Development, LLC to evaluate
approximately 46 acres of potential reuse (surface drip irrigation) areas to determine suitability
-` for inclusion in a Reclaimed Wastewater Irrigation Systems (RWIS) non -discharge permit. The
site evaluated is located west of Leonard Road (SR) 1166 approximately 0.2 miles south of the
I�
' intersection of Long Ferry Road and Leonard Road in Rowan County, North Carolina (Figure 1).
I
The soil scientist/agronomist evaluation was conducted on August 12, 2005, August 16, 2005,
and September 13, 2005. The information provided is for the purpose of incorporation into a
permit application for obtaining a new RWIS non -discharge permit through the NCDENR-DWQ
Aquifer Protection Section (APS) (15A NCAC 211.0200). The design flow was established by
the design engineer at 75,000 gallons per day (gpd). Wastewater will be filtered and highly
disinfected to meet reclaimed wastewater criteria prior to surface application.
1

I
Soil Scientist / Agronomist Report S&ME Project No. 1588-05-108
Proposed Sunset Pointe Development @ High Rock Lake September 29 2005
y
2.0 SOIL SCIENTIST EVALUATION
S&ME soil scientists conducted an evaluation of the soils throughout proposed areas as
identified by High Rock Lake Development, LLC for spray irrigation disposal RWIS consisting
i
of approximately 46 acres of potential surface drip irrigation areas. The soil scientist evaluation
was conducted to evaluate the suitability of the soil properties relative to RWIS permitted by the
NCDENR-DWQ.
Site mapping was performed to locate existing features, which affect the potential suitability for
RWIS. Surface features which are required to be identified, if present, include: residences,
private or public water supply sources, streams or surface waters, property lines, drainage
ditches, public right-of-ways, and other features which may require buffer conditions. Surface
features were identified based on a site reconnaissance. Maps were prepared using Arcview 8.3
Y' a Geographic Information System (GIS). Field data was collected using a non -survey quality
i
sub -meter Global Positioning System (GPS). Base maps were generated using information from
the following sources: North Carolina Department of Transportation, United States Geological
1 Survey (USGS) topography, DeLorme North Carolina Atlas and Gazetteer, and a site map
provided by Piedmont Design Associates, P.A. (Figures 1-3).
j S&ME conducted 29 hand -auger borings to characterize the soils within the proposed areas for
RWIS (Soil Profile Descriptions - Appendix 1) at the locations shown on Figure 3. Detailed soil
r profile descriptions were made to a depth of seven feet below land surface or to the "C" horizon
at select locations to characterize the soils potential suitability for RWIS. The soil scientist
a 1 evaluation includes field descriptions for soil texture; color; structure; depth, and thickness of
it
soil horizons. The field evaluation also includes identification of the thickness and type of any
^' restrictive horizon(s) if present; depth of seasonal high water table (if present); an evaluation to
provide field estimates of saturated hydraulic conductivity in the most restrictive horizon; and
soil samples to provide cation exchange capacity. The seasonal high water table (if applicable)
was identified based on soil characteristics through identification of low chroma mottles. The
2

Soil Scientist / Agronomist Report S&ME Project No. 1588-05-108
Proposed Sunset Pointe Development @ High Rock Lake • September 29, 2005
soils on the proposed acreage were described to the series level using current United States
Department of Agriculture (USDA) and Natural Resource Conservation Service (MRCS) -Soil
Taxonomy. The soil profile descriptions represent the soil characteristics that were dominant
across the site.
The proposed area evaluated is further identified in a detailed review as: 1) Proposed Drip
Irrigation Area. Maps have been included to identify the area evaluated (Figure 3).
2.1 Proposed Surface Drip Irrigation Area
(Approximately 37 Acres)
Useable soil within the proposed drip irrigation area consisted predominantly of soils similar to the
Mecklenburg soil series with major inclusions of the Cecil and Pacolet soil series. The
Mecklenburg soil series (Fine, mixed, thermic, Ultic Hapludalfs) is commonly found on broad
ridges and side slopes of the Piedmont uplands. The Mecklenburg series is classified as being well
drained and very deep. The Mecklenburg series is formed in residuum weathered from mafic or
intermediate igneous or metamorphic rocks. Soil profiles within the proposed drip irrigation area
contained similarities to the following typical profile: surface horizon (Ap) with a clay loam (0 to
7"), underlain by a subsurface horizon (Bt) with a clay texture (7 to 30"), underlain by a subsurface
horizon (BC) with a clay loam texture (30 to 38"), a horizon of underlying material (C) of
multicolored sandy clay loam to loam saprolite (38 to 60"). The soil structure ranges from weak
medium sub -angular blocky structure within the surface horizon, to moderate medium sub -angular
blocky structure within the subsoil horizons. The surface horizon is reddish brown and the subsoil
is red. Below the subsoil is a layer of multicolored, saprolite (Soil Profile Descriptions- Appendix
D.
3

Soil Scientist / Agronomist Report S&ME Project No. 1588-05-108
Proposed Sunset Pointe Development @ High Rock Lake September 29 2005
The Cecil soil series (Clayey, kaolinitic, thermic, Typic Kanhapludults) is commonly found on
broad ridges and side slopes of the Piedmont uplands. The Cecil series is classified as being very
deep and well drained. The Cecil series is formed in residuum weathered from .felsic
metamorphic or igneous rock. Soil profiles within the proposed drip irrigation area contained
similarities to the following typical profile: Surface horizon (Ap) with a sandy clay loam texture
(0 to 7"), underlain by a subsoil horizon (Bt) with a clay loam to clay texture (7 to 41 "), and a
horizon of underlying material (C) saprolite that has a loam texture (41 to 71"). The soil
structure ranges from moderate fine granular structure within the surface horizon; to moderate,
medium sub -angular blocky structure within the subsoil horizons. The surface horizon is
yellowish red, the subsoil is red. Below the subsoil is a layer of multicolored saprolite (Soil
Profile Descriptions- Appendix I).
The Pacolet soil series (Clayey, kaolinitic, thermic, Typic Kanhapludults) is commonly found on
ridges and side slopes of the Piedmont uplands. The Pacolet series is classified as being very deep
and well drained. The Pacolet series is formed in residuum weathered from felsic metamorphic or
- ` igneous rocks. Soil profiles within the proposed drip irrigation area contained similarities to the
following typical profile: Surface horizon (A) with a sandy clay loam texture (0 to 7"), underlain by
a (Bt) clay texture (7 to 24"), underlain by a subsoil horizon (BC) with a sandy clay loam texture
(24 to 33"), and a horizon of underlying material (C) saprolite that has a loam texture (33 to 72").
The soil structure ranges from weak fine granular structure within the surface horizon; to moderate,
fine sub -angular blocky structure within the subsoil horizons. The surface horizon is reddish brown,
the subsoil is red. Below the subsoil is a layer of multicolored saprolite (Soil Profile Descriptions -
Appendix I).
2.2 Instantaneous Rates
An instantaneous rate, or hydraulic loading rate in inches per hour (in/hr) was calculated using
field measurements of textures for the surface horizons, along with ranges of percent slopes from
12

j
Soil Scientist / Agronomist Report S&ME Project No. 1588-05-108
Proposed Sunset Pointe Development (a, High Rock Lake September 29 2005
each of the proposed areas. The approximate instantaneous rate for the proposed drip irrigation
area is listed in the following table (Table 1).
Table 1: Instantaneous Rates
�Area ,
�
Drip Irrigation
4%
sandy clay loam
0.20 to 0.40
Area
Source: Sprinkler Irrigation Association Journal
Potential instantaneous rates range from 0.2 to 0.4 in/hr. Based upon site specific conditions,
proposed instantaneous rates should be limited to between 0.3 in/hr for all areas.
Soil characteristics of the surface layer include the surface horizon texture, depth to a change in
horizon, and the water holding capacity of the surface layer (% volume). These soil properties
determine the ability of the soil to drain. Proper drainage for good agricultural practices is the
difference between available water at field capacity and available water at permanent wilting
point. Field capacity is the water content after a soil is wetted and allowed to drain. Permanent
wilting point represents the lower limit to which a plant can still extract water from the soil. To
avoid fields from reaching permanent wilting point, an irrigation period must be determined.
Irrigation periods are a function of time during application events, drainage of the field back to
field capacity, and re -aeration of the field.
G

Soil Scientist / Agronomist Report S&ME Project No. 1588-05-108
Proposed Sunset Pointe Development @ High Rock Lake September 29, 2005
3.0 WATER BALANCE
3.1 In -Situ Saturated Hydraulic Conductivity Evaluation
In -situ saturated hydraulic conductivity measurements were performed in three locations with
compact constant head permeameters (cchp) (Figure 3). The hydraulic conductivity measurements
were conducted on August 16, 2005. The locations selected for the in -situ saturated hydraulic
conductivity measurements were within the proposed drip irrigation area. The in -situ saturated
hydraulic conductivity measurements were performed within the Bt and BC horizons ranging from
16 to 23 inches below ground surface (bgs).
The in -situ saturated hydraulic conductivity values were calculated based on field measurements
using the Glover Equation. Saturated hydraulic conductivity measurements ranged from 1.82 to
4.17 gpd/for 0.12 to 0.28 inches/hour (Appendix II).
Table 2 summarizes the in -situ saturated hydraulic conductivity measurements for each location and
includes: location, depth and horizon, corresponding soil profile description number, hydraulic
conductivity method used, soil texture, and conductivity measurement of each location.
Col

Soil Scientist / Agronomist Report S&ME Project No. 1588-05-108
Proposed Sunset Pointe Development @ High Rock Lake September 29, 2005
Table 2: In -Situ Saturated Hydraulic Conductivity Measurements
R star
t
Cor�res ondin
. p
Depth/Hor�zon
Ksat Location
Method
;Sgil Texture*
.
D!escrphon No.
8
16"Bt
Profile 8
cchp
clay
1.82
0.12
4
16"Bt
Profile 4
cchp
clay
2.60
0.17
15
16"Bt
Profile 15
cchp
clay
2.87
0.19
15
23"BC
Profile 15
cchp
clay loam
4.17
0.28
* A&L Eastern Laboratories, Inc. results in Appendix IV
3.2 Soil Drainage
Soil hydraulic conductivity rates are commonly, estimated for the purpose of determining
drainage rates. Estimated hydraulic conductivity's are obtained by using field estimates and/or
laboratory measurements of soil textures within the most restrictive horizon of the typical soil
profile for proposed application areas. Other factors used to estimate hydraulic conductivity's
are soil structure along with other site specific soil factors.
S&ME performed in -situ saturated hydraulic conductivity measurements to determine drainage
rates, rather than using estimates. Using this information and Environmental Protection Agency
(EPA) guidelines (1981) "Process Design Manual for Land Treatment of Municipal
~J Wastewater", drainage rates were calculated based on the soil hydraulic conductivity within the
most restrictive horizon.
EPA guidelines recommend that the design drainage rate be taken as 4 to 10 percent of the soil
minimum hydraulic conductivity. This design factor accounts for such site conditions as slope,
depth to seasonal high water table, thickness and texture of surface horizons, erosion conditions
and vegetation. A design factor of 6 percent was used for the proposed areas. Using the lowest
value from the in -situ saturated hydraulic conductivity measurements of 0.12 inches per hour
N

�f
Soil Scientist / Agronomist Report S&ME Project No. 1588-05-108
Proposed Sunset Pointe Development @a High Rock Lake September 29 2005
(in/hr) which is the most restrictive rate within all proposed areas, along with a design factor of 6
percent, the minimum drainage rate can be estimated as:
0.12 in/hr x 24 hr/day x 30.4 days/month x 6% = 5.25 in/month (average)
By using this average value of 5.25 in/month for a soil drainage rate, then a soil water balance
can be performed for the proposed areas.
3.3 Allowable Irrigation
1 S&ME used the DWQ Water Budget (Version 5) to estimate a water balance for the proposed drip
irrigation area to determine irrigation rates and cumulative storage capacity. The Water Budget
(Water Balance) has been included in Appendix III. Based on in -situ saturated hydraulic
conductivity measurements, calculated precipitation gains, calculated evaporation losses, field size,
and estimated daily flow rate the cumulative storage can be calculated.
To determine the actual ET, S&ME used the Thornthwaite Method, which was developed from
rainfall and runoff data for several drainage basins. The result is basically an empirical
relationship between potential evapotranspiration and mean air temperature. ET was calculated
using data from the Rowan County Natural Resources Conservation Service (MRCS) in
Salisbury, North Carolina and results are located in Appendix III.
Precipitation was calculated using the 80a' percentile conversion of the 93 year average (1900-
1993) from Salisbury, North Carolina. All weather data, was obtained from the Rowan County
NRCS.
The allowable irrigation for the soil can be calculated for each month based on the difference
between water inputs (precipitation) and outputs (potential evapotranspiration and soil drainage).
Monthly allowable irrigation totals are listed in Table 3 and Appendix III. The annual total
irrigation amount calculated is 40.27 inches/year.

i
LJ
Soil Scientist / Agronomist Report S&ME Project No. 1588-05-108
Proposed Sunset Pointe Development @ Higli Rock Lake September 29, 2005
Table 3 - Allowable Irrigation for proposed areas per acre
Water Budget
Calculated Maximum
Allowable Irrigation
Inches/Month
Actual Maximum
Allowable Irrigation
Inches/Month
Month
Evapotranspiration
Inches/Month
Soil Drainage
Inches/Month
Total Loss
Inches/Month
Precip
Inches/Month
January
0.29
5.36
5.65
4.21
1.43
1.43
February
0.40
4.84
5.24
4.45
0.78
0.78
March
1.18
5.36
6.54
4.90
1.64
1.64
April
2.36
5.18
7.54
4.11
3.43
3.00
May
4.08
5.36
9.43
4.44
4.99
4.50
June
5.53
5.18
10.71
4.75
5.96
5.50
July
6.31
5.36
11.67
5.46
6.20
5.50
August
5.68
5.36
11.03
5.01
6.02
5.50
September
4.03
5.18
9.22
4.03
5.18
5.00
October
2.21
5.36
7.56
3.59
3.97
3.00
November
0.92
5.18
6.10
3.12
2.98
2.98
December
0.34
5.36
5.70
4.27
1.43
1.43
Totals: 1 33.32 1 63.07 1 96.39 1 52.36 1 44.03 1 40.27
* Detailed Water Balance - Appendix III
Minimum required storage based on the DWQ Water Budget (Version 5) (Appendix III) is
approximately 52 days.
N

1 �
Soil Scientist / Agronomist Report S&ME Project No. 1588-05-108
Proposed Sunset Pointe Development @ High Rock Lake September 29, 2005
4.0 PROPOSED ACREAGE FOR SURFACE DRIP IRRIGATION
- The proposed designation for, the area evaluated is proposed drip irrigation area. This area has
been identified and is included within Figure 3. Proposed acreage consists of useable soils minus
- buffers associated with Reclaimed Wastewater Irrigation Systems. Net or useable acres (Gross
acres minus buffers and unuseable soils) indicated approximately 37 net/useable acres are located
within the proposed areas.
Table 4: Proposed Areas Net / Useable Acres
3
Proposed Drip Irrigation Area
37
Total
4z, N,
10

Soil Scientist / Agronomist Report S&ME Project No. 1588-05-108
Proposed Sunset Pointe Development @ High Rock Lake September 29 2005
5.0 AGRONOMIST REPORT
5.1 Soil Analysis Overview
Representative soil samples were collected from areas within the proposed surface drip irrigation
area using a 0.75" diameter stainless steel soil probe and/or a 2.75" diameter hand auger. Samples
were collected from each proposed area from the upper 4 to 6 inches (surface). Surface soil samples
consisted of grab samples throughout the referenced areas to comprise a composite sample for
testing. Soil samples were submitted to A&L Eastern Agricultural Laboratories, Inc. (Appendix IV
— Soil Analysis Reports) for standard soil fertility testing to include: % organic matter, estimated
nitrogen release, phosphorus, potassium, magnesium, calcium, pH, acidity, cation exchange
capacity, percent base saturation, and other standard soil fertility parameters for surface soil
samples.
Based upon soil test results, the pH of the surface soils ranges from 5.2 to 5.4. Nutrient levels are
similar throughout each of the proposed areas. The following table summarizes pH, cation
exchange capacity (CEC), and macro -nutrient levels within the proposed areas:
Table 5: Soil Test Results — Surface (0 to 611)
CEC — Cation Exchange Capacity
ENR — Estimated Nitrogen Release
P — Available Phosphorus
K — Potassium
VL — Very Low
L - Low
M - Medium
H - High
VH — Very High
11

Soil Scientist / Agronomist Report S&ME Project No. 1588-05-108
Proposed Sunset Pointe Development @High Rock Lake September 29 2005
Fertility and pH ranges in each of the areas sampled are optimal for production of the existing pine
trees.
5.2 Nutrient Loading Assessment
At a proposed wastewater flow of 75,000 gpd, wastewater irrigation will provide only a percentage
of the recommended nitrogen and phosphorus for tree production requirements. Commercial /
supplemental nitrogen and phosphorus applications will be needed in addition to nutrients within the
wastewater to ensure adequate crop growth and assimilation of wastewater constituents on the
proposed drip irrigation area.
Disposal area requirements based on a nutrient loading assessment have been determined using
wastewater flows that have been allocated to the proposed drip irrigation areas as proportioned in
the Water Budget (Appendix III).
Surface Drip Irrigation Area (Trees) — 75,000 gpd
Nitrogen (N):
0.075 mgd x 365 days/year x 15 mg/1— N x 8.34 pounds/gallon
28.5 Acres
120 pounds N/acre/year
Phosphorus (P):
0.075 mgd x 365 days/year x 5 mg/1— P x 8.34 pounds/gallon
23 Acres
50 pounds P/acre/year
12

Soil Scientist / Agronomist Report S&ME Project No. 1588-05-108
Proposed Sunset Pointe Development Q High Rock Lake September 29, 2005
6.0 CONCLUSIONS
6.1 Soil Scientist Evaluation
The Soil Scientist Evaluation determined that based on the 29 soil profile descriptions and the
information obtained from the field evaluation- that the following site specific conditions exist:
Proposed Surface Drip Irrigation Area Primary Soil Series - Mecklenburg
--i, Major Inclusions - Cecil and Pacolet
U
Each of the identified soil series (primary and major inclusions) is well suited for reclaimed
wastewater irrigation systems and should not require any limitations for the proposed hydraulic
loading rates.
An instantaneous rate was calculated using field measurements for surface horizon textures. The
approximate instantaneous rate for each field is recommended at 0.2 to 0.4 inches/hour for all
areas.
6.2 Water Balance
Based on in -situ saturated hydraulic conductivity tests, along with water balance calculations,
allowable irrigation for the proposed areas has been calculated to be 40.27 inches/acre/year.
Minimum required storage based on the DWQ Water Budget is approximately 52 days.
6.3 Proposed Acreage for Surface Drip Irrigation
Proposed acreage consists of useable soils minus buffers associated with Reclaimed Wastewater
Irrigation Systems. Preliminary net or useable acres indicates approximately 37 net/useable
acres are located within the proposed areas. The final total net/useable acres will be determined
as the irrigation plan is completed by Piedmont Design.
13

Soil Scientist / Agronomist Report S&ME Project No. 1588-05-108
Proposed Sunset Pointe Development (ir), High Rock Lake September 29, 2005
6.4 Agronomist Evaluation
Based upon soil test results, the pH of the surface soils ranges from 5.2 to 5.4. Nutrient levels
are similar throughout each of the proposed areas. Nutrient loading is determined to be
potentially low, with a recommendation that additional nitrogen is needed to improve crop
-- growth and waste assimilation capacity. At the recommended maximum hydraulic limit of 40.27
inches/acre/year, wastewater irrigation will provide only a percentage of the recommended
i
nitrogen requirement for crops to be grown. Commercial nitrogen and phosphorus applications
will be needed to ensure adequate crop growth and assimilation of wastewater constituents on
spray/drip irrigation sites.
6.5 Summary
S&ME has completed the requirements associated with a Soil Scientist Evaluation, Water
Balance Calculations and Agronomist Report, for reclaimed wastewater irrigation systems. The
proposed spray areas should be considered suitable for spray irrigation based on Administrative
Code Section: 15A NCAC 2H .0200.
14

saunID114

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Scale: 1 inch equals 1 miles Sunset Pointe FIGURE
Drawn by: JBP Vicinity Map
Reviewed b RPW Rowan County, NC
Date: August, 2005 ENVIRONMENTAL SERVICES • ENGINEERING - TESTING S&ME Project#1588-05-108
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Source: DeLorme 3D TopoQuads a
Scale: 1 inch equals 1,000 feet
Drawn by: JBP
Reviewed by: RPW
Date: August, 2005
Sunset Pointe FIGURE
USGS Topography Map
Rowan County, NC
S&ME Project #1588-05-108

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FVD AUGER BORING
X LOCATION
,
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" GRAPHIC SCALE
�`" %" SCALE: 1" = 400'

APPENDIX I
Soil Profile Descriptions

S&ME, INC.
SITE/SOIL EVALUATION
Project No. pS-/o 7 Phone No.
Location Pin
County:
Date: S I Z GS
Property Size
Proposed Facility: POIA,7z� Water Supply: On -Site Well ❑ Evalulation: Auger Boring
Community ❑ Pit
Public ❑ Cut
Weather: Antecedent Moisture Surface Water:
FACTORS
PROFILE %t /
PROFILE 02
PROFILE_3
PROFILE 0-
Landscape Position %
LEGEND
Horizon Depth I
A 0- lD
D _
LANDSCAPE POSIT
Color Munsell
r
Br
i��..
R Ridge Interfluvi
Texture
s G l
S Shoulder
Structure
w s
gb
L Linear Slope
Consistence
5s s 44,
S Foot Slope
N Nose Slope
H Head Slope
Boundary
Cc Conclave Slope
Horizon. Depth H
t'
_
Cv Convex Slope
Color-'Munsell
\ (ir
T Terrace
Texture
G
C_
P Flood Plain
Mottles
_
yQ C
_
TEXTURE
Structure
q
Z! .
-
U/sb
s sand
Consistence
S
�� .�r.Fie
is Loamy sand
sl sandy loam
1 loam
Boundary
6CC
(per
si silt
Horizon Depth III
- !-{
_
_
sil silt loam
Color — Munsell
A-dd' f
6
P
sicl silty clay loam
Texture
C
CJ f
C
cl clay loam
Mottles
scl sandy clay loam
Structure
G/S
�
sc sandy clay
Consistence
SS S 'Fr
sic silty clay
CantAUA a ;AC
edmpr'w s< ;Ole
c clay
CONSISTENCE WET
Boundary
Ns non -sticky
Horizon Depth IV
C D — 721
slightly sticky
Color — Munsell
—',Ss
��d
S sticky
Texture
Vs very sticky
Mottles
el/sN b� rt
Structure
Np non -plastic
Consistence
5 02
Sp slightly plastic
1
P plastic
Vp very plastic
Boundary
MOIST
Soil Wetness
N A
Z ''
N y
vfr Very friable
Restrictive Horizon
N/A
N; H
fi• friable
Saprolite
O A
N• q
fi firm
LTAR
0.3
vfi Very firm
Classification
STRUCTURE
sg single grain
In massive
cr
crumb
gr
granular
sab
subangular blocky
ab
agular blocky
pl
platy
pr
prismatic
[ON

S&ME, INC.
SITE/SOIL EVALUATION
Project No. _
Location _
Proposed Facility:
Weather:
Phone No. Date:,
Pin County: Property Size C
i
Water Supply: On -Site Well ❑ Evalulation: Auger Boring ❑
Community ❑ Pit ❑
Public ❑ Cut ❑
Antecedent Moisture Surface Water:
FACTORS
PROFILE
PROFILE ,t(p
PROFILE k
PROFILE
Landscape Position %
Horizon Depth I
o - 7
Color Munsell
R r
Texture
C
01
c
Structure..
wsbe
A
Consistence-
Boundary
$ t
BC
Horizon Depth II
Color- Munsell
Texture
e
0-
Mottles
Structure
W C
tdsbl` MQSsi v
u.sbK
av sb
Consistence
S .S
SS s -r
SS S l r
ss Cr
Boundary
BC
e
C
Horizon Depth III
2 _ +
_ �
.. ?v
Color—Munsell
e
fo&Ztin
��Q!
Texture
Mottles
;
�, iac
/ak, Ynwn
Structure
s6 G P
i
k.
Consistence
SS S
s
5 s ��
ss s
Boundary
Horizon Depth YV
72 _ g 4 +
Color - Munsell
Texture
Mottles
Structure
k Ue
Consistence .
Boundary
Soil Wetness
H Fl
N q
Restrictive Horizon
VIA
Saprolite
N ° R
/O ('
LTAR
6.3O.
7 - Q. Z5
Classification
J
LEGEND
LANDSCAPE
POSITION
R
Ridge Interfluve.
S
Shoulder
L
Linear Slope
S
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Conclave Slope
Cv
'Convex Slope
T
Terrace
P
Flood Plain
TEXTURE
s
sand
Is
Loamy sand
sl
sandy loam
I
loam
si
silt
sil
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay loam
so
sandy clay
sic
silty clay
C
clay
CONSISTENCE WET
Ns
non -sticky
Ss
slightly sticky
S
sticky
Vs
very sticky
Np
non -plastic
Sp....
_ slightly plastic
P
plastic
Vp
very plastic
MOIST
vfr
Very liable
fir
friable
fi
firm
vfi
Very firm
f•
STRUCTURE
sg
single grain
m
massive
cr
crumb
gr
granular
-sab
subangular blocky
ab
agular blocky .
pl
platy
pr
prismatic

S&ME, INC.
SITE/SOIL EVALUATION
Project Ao. Phone No.
Locatiosl " A 1,1 Pin County:
Proposed Facility:
Weather:
Date: , g//_-2/0 S
Property Size
Water Supply: On -Site Well
❑ Evalulation:
Auger Boring
Pq
Community
❑
Pit
❑
Public
❑
Cut
❑
Antecedent Moisture Surface Water:
FACTORS
PROFILE
PROFILE
PROFILE Xt / (
PROFILE
Landscape Position
LEGEND
Horizon Depth I
I
LANDSCAPE P08I7
Color Munsell
v
R Ridge Interfluv
Texture
C
ol
S Shoulder
Structure
l!/S
L Linear Slope
Consistence
SS 5
5S $S40
S Foot Slope
N Nose Slope
H Head Slope
Boundary
A -Cc
Conclave Slope
Horizon Depth II
_
16 _ 2
—
Cv. Convex Slope
Color — Munsell
P
ppJ
, jep
T Terrace
Texture
C
C
C
P Flood Plain
Mottles
�.
w v&.i dr
_
TEXTURE
Structure
W
Z msbK
S t
s sand
Consistence
SS S
5S
5 P �r
s F-r
Is Loamy sand
ObOubp h)e 0cj 194�,
sl sandy loam
I loam
Boundary
BC
Ise
C
C _:
si silt
Horizon Depth III
_
sil silt loam
Color- Munsell
/?
e
sicl silty clay loam
Texture
C (
C�
(
C-1 C
cl clay loam
Mottles
lJ a f
)L)w I&
/ow br
Ve.11sw r
scl sandy clay loam
Structure
rNs,bk 1� ! e
/(—4S1;;w
sc sandy clay
Consistence
S 4-
s S r
sic silty clay
emnOw rao (nc
vWJA Ine
t% tr w 5a �
'I'Ic
c • clay. ..
doalrnen 1r;01 Jr.
elwmh. Jm " 4k
C -mm 44c m'm-Qays
CONSISTENCE WET
Boundary
Ns non -sticky
Horizon Depth IV
D - 45 +
Ss slightly sticky
Color—Munsell
5L
S sticky
Texture
Vs very sticky
Mottles
_
Structure
os r P
Np non -plastic
Consistence
SS
Sp:.. slightly plastic
P plastic
Vpi very plastic
Boundary
MOIST
Soil Wetness
NIA
(/ R
ETA
-[,9
vfr Very friable
Restrictive Horizon
N%
ti(jq_
fr fiiable
Saprolite
NIA
ra q
fi firm
LTAR
0.3
3
O, ?,5
vfi Very firm
Classification
STRUCTURE
sg single grain
m massive
cr
crumb
gr
granular
sab
subangular blocky
ab
agular blocky
pl
platy
Pr
prismatic
ION

S&ME, INC.
SITE/SOIL EVALUATION
Project No. _
Location
Proposed Facility:
Weather:
Phone No. Date:
Pin County: Property Size
Water Supply: On -Site Well ❑ Evalulation: Auger Boring ❑
Community ❑ Pit ❑
Public ❑ Cut ❑
Antecedent Moisture Surface Water:
FACTORS
PROFILE #/3
PROFILE �t 14
PROFILE
PROFILE llo
Landscape Position %
Horizon Depth I
Color Munsell ..
Texture
e
e_
C/
Structure
tdsbt
WS lL
Consistence
SS 512
S
SID
Pp -
Boundary
Se
{
f
r
Horizon Depth 11
_211 iR
Ja-
Color — Munsell
r Bi
ead is A y
IP�o1a�'s A l3 r
Texture
Mottles
r
Structure
a/
W-.
tNs L
Consistence
S§ 5
55 S r
S S
S
Boundary
+. Z
Horizon Depth III
g _ +
/% , Z40
- Si
Color — Munsell
Afedpd
j
44d h B r
Texture
C/fl
C C I
C
Mottles
e u ro n
low o
el)ow I brousn
e1/6U f6 r
Structure-
trs�k R � VP
wsgz
turblC do sOe
Consistence
s s
S 5 S
SS s
Boundary
C
Horizon Depth IV
- 45 f '
26 - ¢5f
Color — Munsell
P r
Gr
Texture
Mottles
w fey
Structure
Sbg ma s i ✓e
moss; v
Consistence
Boundary
Soil Wetness
MIA
a
N q
N A
Restrictive Horizon
/VP
SfAP
tY/
Saprolite
01A
26"
LTAR
Classification
LEGEND
LANDSCAPE POSITION
R
Ridge Interfluve
S
Shoulder
L
Linear Slope
S
Foot Slope
N
Nose Slope
H
Head.Slope
Cc
Conclave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
TEXTURE
s
sand
is
Loamy sand
sl
sandy loam
I
loam
si
silt
sil
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay loam
so
sandy clay
sic
silty clay
c
clay
CONSISTENCE WET
Ns
non -sticky
Ss
slightly sticky
S
sticky
Vs
very sticky
Np
non -plastic
.Sp....
_ slightly plastic
P
plastic
Vp
very plastic
MOIST
vfr
Very friable
fr
friable
fi
firm
vfi
Very finn
STRUCTURE
sg
single grain
In
massive
Cr
crumb
gr
granular
sab
subangular blocky
ab
agular blocky
pl
platy
pr
prismatic

S&ME, INC.
SITE/SOIL EVALUATION
Project No.—a5—�t"��
Phone No. Date:
Location
Pin County:
Property Size
Proposed Facility:
Water Supply: On -Site Well ❑
Evalulation: Auger Boring
�f
Community ❑
Pit
❑
Public ❑
Cut
❑
Weather:
Antecedent Moisture Surface Water:
FACTORS
PROFILE ¢f /7
PROFILE
PROFILE
PROFILE
Landscape Position %
A
Horizon Depth I
O - /0
d _
Color Munsell
r
Texture
SC ,
C
Structure
Wsb Y
Aakz
Consistence
55 5
S
Boundary
Horizon Depth H
/0 _ 17
-
Color - Munsell
Ye AA) Q"
d
Texture
C
C
Mottles
Ya !
1Pu etb�N r
Structure
MS b 1C
Consistence
5
5,S S
ehm on in
40 Mr CDhG
Boundary
Re -
Horizon Depth II1
/ - +
Color — Munsell
Ke�
Texture
Mottles
ell a u brave r
C0'"ye 1 I W
Structure
WSW I nos.,
Consistence
ss 5
ss s
MQ 'Q
CDM0k6 o 'tni_
Boundary
C
Horizon Depth IV
Color — Munsell
lied
Texture
1
Mottles
Structure
S its
Consistence
Ss sy
Boundary
Soil Wetness
Restrictive Horizon
hle4Te55
A
Saprolite
39 t'
LTAR
o.2
Classification
U Nrj
LEGEND
LANDSCAPE POSITION
R
Ridge Interfluve
S
Shoulder
L
Linear Slope
S
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Conclave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
TEXTURE
s
sand
is
Loamy sand
sl
sandy loam
1
loam
si
silt
sil
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay loam
sc
sandy clay
sic
silty clay
c
clay
CONSISTENCE WET
Ns
non -sticky
Ss
slightly sticky
S
sticky
Vs
very sticky
Np
non -plastic
Sp
slightly plastic
P
plastic
Vp
very plastic
MOIST
vfr
Very friable
fr
friable
fi
firm
vf1
Very firm
STRUCTURE
sg
single grain
in
massive
cr
crumb
gr
granular
sab
subangular blocky
ab
agular blocky
pl
platy
pr
prismatic

.. ,S&ME, INC.
SITE/SAIL EVALUATION
Project No. ) 1!S Q'5-107 P0 hone No. Date: C1/3
Location V ,,,.,� Pin County: Property Size
Proposed Facility: Water Supply: On -Site Well ❑ Evalulation: Auger Boring
Weather:
Community ❑ Pit
Public ❑ Cut
Antecedent Moisture Surface Water:
FACTORS
PRO){ ILE
PROFILE -
PROFILE 4 2
'PROFILE ;
Landscape Position %
a , 2_
�/D
E - Z- 4M
G/NE —39d
LEGEND
Horizon Depth I
_
O _
—5
LANDSCAPE POSIT
Color Munsell
B/
R .. - Ridge Interfluv
Texture
S : �4bulder
Structure
�y�
�,�
s
�s6,C
L . Linear Slope
Consistence
55f
$ S F1
SS S
S Foot Slope.
N. Nose Slope
H Head Slope
Boundary
B I
Cc Conclave. Slope
Horizon Depth II
Cv Convex Slope
Color—Munsell
p
/fd,5y�
T Terrace
Texture
C
C
P Flood Plain
Mottles
_
_ .
TEXTURE
Structure
I , .
.�5�
ki
s sand
Consistence
5 .5
ba /3.5
S�✓
SS .5 �-r -
Is Loamy sand
sl sandy loam
I loam
Boundary
L�
i Z.
si silt
Horizon Depth Ill
_ +
r�
39 - 45 t
_ 45 t
sil silt loam
Color— Munsell
E,
i 3,h Of-
sicl silty clay loam
Texture
e— .5 !
C
cl clay loam
Mottles
_
F,f;tAv,w
iAC�
�b Q !o
scl sandy clay loam
Structure
5�.,
1 J
sc sandy clay
Consistence
qp
F F ��
5
sic silty clay
c clay
CONSISTENCE WET
Boundary
bci
Ns non -sticky
Horizon Depth N
179Ss
_.slightly sticky
Color— Munsell
S ;::.' : sticky
Texture
Vs ,:`�•:very.sticky
Mottles
_
Structure
Np non -plastic
Consistence
-3
:-Sp. .. slightly plastic
P plastic
Vp very plastic
Boundary
MOIST
Soil Wetness
vfr Very friable
Restrictive Horizon
N
fr friable
Saprolite
fi from
LTAR
vfi Very firm
Classification
STRUCTURE
sg single grain
m massive
'Cr
crumb
gi
granular
sab
subangular blocky
')ab
agular blocky
pl
*ty
pr
prismatic
[ON

S&ME, INC.
SITE/SOIL EVALUATION
Project Ko.
LocatioA
Propos cl Facility:
Weather:
Phone No. Date:
Pin County: Property Size
Water Supply: On -Site Well ❑ Evalulation: Auger Boring ❑
Community ❑ Pit ❑
Public ❑ Cut ❑
Antecedent Moisture Surface Water:
FACTORS
PROFILE W 23
PROFILE p� Z4,
PROFILE z
PROFILE
LandscapePosition%
L„v6w -1%
CaNCgfJ�
ON ,�
L.IA 4
Horizon EDepth I
0-7 •
Color Munsell
Texture
.5c
1
Structure
l45"yj
Consistence
S S512
5 S 5fi
Boundary
g{ I
+(
I
Horizon Depth II
_ 3 2
2- 3 Z
Color — Mansell
PKed
Texture
C
Mottles
Structure
/ -s
s,b K
Consistence
S
n
Boundary
$f Z
k Z
Horizon Depth III
- 45 I
32-
/(0 - 5 }
Color — Mansell
a
-S r
Texture
C-1 I C
Mottles.
iPh/ 'iq
,. .<,,inC •
C a n'twwfl 3 Chramck
Structure
/4!:s5k
lar M,?S
Consistence
55 s
L'DM U!! nr A��. F�a
!
teal cwhX4 An- COnc
Boundary
Horizon Depth IV
Color — Muasell
Texture
Mottles
Structure
Consistence
Boundary
Soil Wetness
Restrictive Horizon
Saprolite
LTAR
Classification
LEGEND
LANDSCAPE POSITION
R
Ridge Interfluve
S
Shoulder
L
Linear Slope
S
Foot Slope
N
Nose Slope
H
Head Slope
Cc
Conclave Slope
Cv
Convex Slope
T
Terrace
P
Flood Plain
TEXTURE
s
sand
is
Loamy sand
sl
sandy loam
I
loam
Si
silt
sil
silt loam
sicl
silty clay loam
cl
clay loam
scl
sandy clay loam
so
sandy clay
sic
silty clay
c
clay
CONSISTENCE WET
Ns
non -sticky
Ss
slightly sticky
S
sticky
Vs
very sticky
Np
non -plastic
Sp....
- slightly plastic
P
plastic
Vp
very plastic
MOIST
vfr
Very friable
fr
friable
fi
firm
vfi
Very firm
STRUCTURE
sg
single grain
m
massive
or
crumb
gr
granular
sab
subangular blocky
ab
agular blocky
pl
platy
pr
prismatic

S&ME, INC.
SITE/SOIL EVALUATION
Project No. % j qg- V,,5401 Phone No. Date' I%/
Location Pin County: p S'
Proposed Facility:
Weather:
FACTORS
Landscape Position %
Horizon Depth I
Color Munsell
Texture
Structure
Consistence
Horizon Depth II
Color — Munsell
Texture
Mottles
Structure
Consistence
Horizon Depth III
Color — Munsell
Texture
Mottles
Structure
Consistence
Horizon Depth IV
Color — Munsell
Texture
Mottles
Structure
Consistence
Soil Wetness
Restrictive Horizon
Saprolite
LTAR
Classification
PROFILE
e-
.(. 1 7 1,
roperty Ize
Water Supply: On -Site Well
❑
Evalulation: Auger Boring
,]
Community
❑
Pit
❑
Public
❑
Cut
❑
Antecedent Moisture Surface Water:
PROFILE .# Z_Z I PROFILE it —,q I PROFILE
-�-m -mmwm
LEGEND
LANDSCAPE PO rrION
R Ridge Interfluve
S Shoulder
L Linear Slope
S Foot Slope
N Nose Slope
H Head Slope
Cc Conclave Slope
Cv Convex Slope
T Terrace
P Flood Plain
TEXTURE
s sand
Is Loamy sand
sl sandy loam
1 loam
si silt
sil silt loam
sicl silty clay loam
Cl clay loam
scl sandy clay loam
sc sandy clay
sic silty clay
c clay
CONSISTENCE WET
Ns non -sticky
Ss slightly sticky
S sticky
Vs very sticky
Np non -plastic
Sp slightly plastic
P plastic
Vp very plastic
MOIST
vfr Very friable
fr friable
fr firm
vrr Very firm
STRUCTURE
sg single grain
m massive
cr crumb
gr granular
sab subangular blocky
ab agular blocky
pl platy
Pr prismatic

APPENDIX II
In -Situ Saturated Hydraulic Conductivity Test Results

Date: 8/16/2005
Location: Ksat 1
Horizon: Bt-16" (Soil Profile Des. 8)
Client: High Rock Lake Development, LLC
Project Name: Sunset Pointe
Project #: 1588-05-108
Ksat = CQ/(2PiHZ)
C = sinh-t (H/r) - [(r/H)Z + 11112 + r/H
S&ME
"IN -SITU" CONSTANT HEAD PERMEAMETER
Hole Depth:.
1.33
Feet
Hole Radius (r):
0.08
Feet
Bubble Tube to Surface:
0.25
Feet
Reference Tube to Hole Bottom
1.58
Feet
Water Depth in Hole
0.50
Feet
CHT Tube(s) Setting (h1):
1.08
Feet
constant -head
Chamber Used: Ul v Ft2
SOIL
Initial Water in Hole: 0.50 Feet :URFA
Final Water in Hole: 0.50 Feet
sinh-t = inverse hyperbolic sin of a number
H = Height of water in hole (cm)
r = radius of hole (cm)
Q = Constant Flow Rate (Gal/day)
= Cross Sectional Area of Resevior x Length of Drop in Water Column over Time
r = 0.08 ft
Time
Drop in Water Column (ft)
H = 0.50 ft
0-5 min.
0.102 Time (min) _
5 - 10 min.
0.007
C = 1.68
10 - 15 min.
0.010
Q = 1.70 Gallons/Day
15 - 20 min.
0.007
20 - 25 min.
0.007
25 - 30 min.
0.007
. Avg.
0.007
Cross Sectional Area = 0.11 fc
Length of Drop in Water Column = 202 ft/day
at = 1.82 Gallons/Day/ft2
K
Inches/Hour= 0.12
Note: Ksat calculations are based on average drop in Water Column (ft) after equilibrium is reached.
F
T flow measuring
reservoir
level
constant water level
D
H�
nvsaar�srE uv�r
Prepared by: S&ME, Inc.
Martin Mabe
8/16//05

Date: 8/16/2005
Location: Ksat 2
Horizon: Bt-16" (Soil Profile Des. 4)
Client: High Rock Lake Development, LLC
Project Name: Sunset Pointe
Project #: 1588-05-108
Ksat = CQ/(2PiH2)
C = sinh-1(Wr) - [(r/H)2 + 1.11/2 + r/H
S&ME
"IN -SITU" CONSTANT HEAD PERMEAMETER
Hole Depth:
1.33
Feet
Hole Radius (r):
0.08
Feet
Bubble Tube.to Surface:
0.25
Feet
Reference Tube to Hole Bottom
1.58
Feet
Water Depth in Hole
0:50
Feet
CHT Tube(s) Setting (h1):
1.08
Feet
Chamber Used: 1 0.11 F�
Initial Water in Hole: 0.50 Feet
Final Water in Hole: 0.50 Feet
sinh-1 = inverse hyperbolic sin of a number
H = Height of water in hole (cm)
r = radius of hole (cm)
Q = Constant Flow Rate (Gal/day)
= Cross Sectional Area of Resevior x Length of Drop in Water Column over Time
r = 0.08 ft
Time
Drop in Water Column (ft)
H = 0.50 ft
0-5 min.
0.092 Time (min) _
5 - 10 min.
0.007
C = 1.68
10 - 15 min.
0.010
Q = 2.43 Gallons/Day
15 - 20 min.
.0,007
20 - 25 min.
0.007
25 - 30.min.
0.010
30 - 35 min.
0.010
35 - 40 min.
0.010
Avg.
0.010
Cross Sectional Area = 0.11 f Z
Length of Drop in Water Column = 2.88 ft/day
Ksat = 2.60 Gallons/Day/ft2
Inches/Hour = 0.17
Note: Ksat calculations are based on average drop in Water Column (ft) after equilibrium is reached.
5
Constant -head
flow measuring
�H�
s
u&MIZAB EuYEe
Prepared by: S&ME, Inc.
Martin Mabe

Date: 8/16/2005
Location: Ksat 3
Horizon: Bt-16" (Soil Profile Des. 15)
Client: High Rock Lake Development, LLC
Project Name: Sunset Pointe
Project #: 1588-05-108
Ksat = CQ/(2PiH2)
C = sinh-1(H/r) - [(r/H)Z + 111n + r/H
S&ME
"IN -SITU" CONSTANT HEAD PERMEAMETER
Hole Depth:
1.33
Feet
Hole Radius (r):
0.08
Feet
Bubble Tube to Surface:
0.25
Feet
Reference Tube to Hole Bottom
1.58
Feet
Water Depth in Hole
0:50
Feet
CRT Tube(s) Setting (ht):
1.08
Feet
Chamber Used: o:i1 Ftz
Initial Water in Hole: 0.50 Feet
.Final Water in Hole: 0.50 Feet
sinh-1= inverse hyperbolic sin of a number
R = Height of water in hole (cm)
r = radius of hole (cm)
Q = Constant Flow Rate (GaVday)
= Cross Sectional Area of Resevior x Length of
Drop in Water Column over Time
r = 0.08 ft
Time
Drop in Water Column (ft)
H = 0.50 ft
0-5 min.
0.108 Time (min) _
5 -10 min.
0.010
C = 1.68
10 - 15 min.
0.010
Q = 2.68 Gallons/Day
15 - 20 min.
0.013
20 - 25 min.
0.010
25 - 30 min.
0.010
Avg.
0.011
Cross Sectional Area = 0.11 ftZ
Length of Drop in Water Column = 3.17 May
Ksat = 2.87 Gallons/Day/ft2
Inches/Hour = 0.19
Note: Ksat calculations are based on average drop in Water Column (ft) after equilibrium is reached.
5
constant -head
tube
flow measuring
level
constant water level \ 111f D
HI
r2- .s
ummng. RTVuvFx
Prepared by: S&ME, Inc.
Martin Mabe
8/16//05

Date: 8/16/2005
Location: Ksat 4
Horizon: BC-23" (Soil Profile Des. 15)
Client: High Rock Lake Development, LLC
Project Name: Sunset Pointe
Project #: 1588-05-108
Ksat = CQ/(2PiH2)
C = sinh-1 (H/r) - [(r/H)z + 11112+ r/H
S&ME
"IN -SITU" CONSTANT HEAD PERMEAMETER
Hole Depth:
1.92
Feet
Hole Radius (r):
0.08
Feet
Bubble Tube to Surface:
0.25
Feet
Reference Tube to Hole Bottom
2.17
Feet
Water Depth in Hole
0:50
Feet
CRT Tube(s) Setting (hl):
1.67
Feet
Chamber Used:
SOIL
Initial Water in Hole: 0.50 Feet S"s`'M
Final Water in Hole: 0.50. Feet-
sinh-1= inverse hyperbolic sin of a number
H = Height of water in hole (cm)
r = radius of hole (cm)
Q = Constant Flow Rate (Gal/day)
= Cross Sectional Area of Resevior x Length of Drop in Water Column over Time
r = 0.08 ... ft
Time
Drop in Water Column (ft)
H = 0.50 ft
0-5 min..
0.108 Time (min).=
5 - 10 min.
0.007
C = 1.68
10 - 15 min.
0.007
Q = 3.90 Gallons/Day
15 - 20 min.
0.016.
20 - 25 min.
0.013
25 - 30 min.
0.016
36 - 35 min.
0.016
35 - 40 min.
0.016
Avg.
0.016
Cross Sectional Area = 0.11 f
Length of Drop in Water Column = 4.61 ft/day
Ksat = 4.17 Gallons/Day/ft2
Inches/Hour = 0.28
Note: Ksat calculations are based on average drop in Water. Column (ft) after equilibrium is reached.
5
�T flow + asuring
level
constant water level
D
H�
2ri .s
aarE uYFx
Prepared by: S&ME, Inc.
Martin Mabe
8/16//05

APPENDIX III
DWQ Water Budget (Version 5)

Enter Data ' Precipitation Wo"rksheei
j Calculate the precipitation for anc80th,perceritile "Wet!yeai, based on ,long;term data (approx. 30 years_ or greater): _",
Click.on'eacii step, box
Precipitation Data
Mean Monthly
Percent of Mean
811th Percentile
Monthly ,
Moth Precipitation
Annual Precipitation
Precipitation
I.
inches
percent
inches ,
Location of Precipitation Data:
January
d February
j Mamh
I,. April
May
June
1 July
August
September
October
l November
` December
Staring Year of Data Record:
n Year of Data
a Record:
Endi
Values'showh.in yellow period of Record (Years) _. 93 {
cells are linked to other
location's within the Water
Balance Program Source of Data:
Calculations Calculations
Important Note: Period of record for precipitation data should
match period of record for temperature data
Water Balance (75,000 & 1 Acre Lagoon & 52 days storage) 37 acres Precip Version 5 December 2004

Pof6nitial Evapo-Tran--spiration
_ _
Calcmations .,Calculations
XN
Z.
tf11111111}
Calculations
Caiculatioas
Location of Precipitation Dala:l -- • " ,
Staring Year of Data Record: ;gyf3
Ending Year of Data Record:
Period of Record (Years(= 93
}
Values shown In �
yellow cells are o
linked to other
locationsMthin the,
Water Balance
Program

Influent; Lagoon Storage', ,
and.Zone:Setup Worksheet
.-
Aroaof
Lagoon
acres
DosignDaity
Flow (Influontp ,
Calculaif tho adjustod influentioading by including the pains
and losses from the Storage Lagoon, and sat up the Spray
Zoriss arias and individual Zorn flowiites.
galslday
;Click on each step box
t Pan Eva Data ` ProN
jEde Data =, P•
i
Lagoon Gains &' Lossos '
Influent
Days Pan
per Evaporation Adjusted
Month' month Data Pan Data Precip
inches inches, inches
January 31 0.77 4.21
Lagoon Lagoon .
Gains from Losses from
Preeip. Evap.
'Dosign Influent
Volume per
Month
gallons gallons
gallons
114,438
20,307
2,326;000.
Fobmary
28
0.76
4A6
120,916
20,717
$100;000
March •
31
2.39
4.90
132,945
65,002
2,325,000
April
30
3.75
4.11.
111,661
101,874
2,260,000
May
31
4.36
4.44
120,607
118,030
2,325,000.
June'
30
111699�4.84
4.76
128,936
131,334
$250,000
July
31
5.10
5A6
148,368
138,657
2,325,000
August
31
30
4.61
6.01
136,030
122,401
2.325,000
September
3.57
4.03
109,502
96,933
2,250,000
October
81
2.61
3.59
97,472
68,233
2,325,0011
Novombor
30
1.56
3.12
84,826
42,384
2,250,00D
December
31
1.18
4.27
115,580
31.931
2.326.000
Totals; 366 50.42
35.29 62.3fi
1,421,679
968,303
27,375,000
Zono 1
Total Flow to be
-
-
Disposed
Total Flow to,
Daily Flow to
Wailed
(Annual
AIIZonos
Zone 1
Acreage
Averaged)
-
gdlslday
acres'
.
galsiday , "
gals/day
76,270
76,27D
should b�C
Irr. Rate
equal
.(inhvk)-
Zone 1
Total: Influent+
Zone 1 ,
Dosign,
Lagoon Gains 8,
_•
Volume to bo
Irr gation par
Losses
Disposed
month
gallons
gallons
inch..
2,418.631
2,364,370
2,20D;198
2,135,560
"
2,392,943
F
2,364,370
2.269.787
2,288,100
2,327,577
2,364,37D'
2,247.601
2,288,100
—
2,334,811
2,384,370
2,338,628
2,364,370
2,262,570
Z288,100
-
2,354,239 ".
•. ".
2.364,370
2;292,441
2.288.100
2,409,049
2.364,370 .
27.838,376'.:
27;838,650
2731

Sells and Water Balance for Zone 9
Soils Series Information for Zone 1
Potential site limitations
Water table depth
risk of
Is bedrock <
Zone 1 Description:
Series Name
Drainage class
(BLS)
perching
60" BLS ?
BLS = below land surface
Calculate Soil Drainage
well
>3.0
Iou•
no
f x Ksat
6.
well
>3.0 low no
In -situ saturated vertical
Soil
well
>3.0
high
no
hydraulic conductivity
Drainage
factor (f)
Drainage
(Ksat)
Rate
Click the
in!hr inlday percent I inlday
Copied from Influent & Zones Setup Sheet:
"CALCULATE"
2.88
0.17
Daily Flow =
76,270 galslday
button after making
- -
changes.'
2ona 1
Ili
Month
Days per
pET
Soil
Zone 1
H
month
Total Loss
Drainage
r--�I
L�
aches inches inches inches
January
31
0.29
5.36
5.65
4.21
February
28
0.40
4.84
5.24
4.45
March
31
1.18
5.36
6.54
4.90
April
30
2.36
5.18
7.54
4.11
May
31
4.08
5.36
9.43
4.44
June
30
5.53
5.18
10.71
4.75
July
31
6.31
5.3E
j 11.67
5.4E 11
August
31
5.68
5.36
11.03
5.01
September
30
4.03
5.18
9.22
4.03
October
31
2.21
5,3E
7.56
3.59
30
0.92
5.18
GAO
3.12
-November
December
31
0.34
5.36
5.70 1
4.27
Totals: 366 33.32
63,07 F 96.39 52.3E
Zone 1 Area =
Calculated
Maximum
Allowable
Irrigation
Manual
Override
Maximum
Allowable
Irrigation
Actual Used
Maximum
Allowable
Irrigation
inches
1.43
inches
inches
1.43
0.78
0.78
1.64
1.64
3.43
3.00
4.99
4.50
5.96
5.50
6.20
5.50
6.02
5.60
5.18
5.00
3.97
3.00
2.98
2.98
1.43
44.03
1.43
40.27
Water Balance (75,000 & 1 Acre Lagoon & 52 days storage) 37 acres Z1
37.00 acres
ZOI 1 y� Zone-1
r- U ni rau I a t i v a
Stcrage actual
Dcsian tn,lga'icn 4lonth4y Rvot l e fcr flan h y.
pef month Excess
it ,ga8f�r. dr;igatfoa� Rate
si[G1�5. fn;:ihes ifi�15G;5 'k #+es-
�3 -
2,2a 0,72 =_ 3.00
35
2,35 3.15 - - 2.35
2.28 2.72 2.28
2. c 0. 5 2:25 ..
22p 0:70 2 3
} $ s5 -0.93
d7,7q 27.71 ..
Maximum Monthly Storage Required for the Irrigation of Zone 1:
inches acres gallons
3.9G Over
Version 5 December 2004

;;Zonal Storage Sum mauons ^'
OBJECT: To catcul�to the tnldmumivetweather storage required Tora multiple zoned spray irri&tionslffi.
1- • J
�.Zorre3-'
".r�2ane6 "Tanc7�
Zono`9 Z6ne.1D
Zano'7
Zono2 Zone4,
Z0f105
Zopo�S
i TDne.Ce>cn Dn {Fpprax a Fiiree)
-
���,,
�,��
� � -.. '.� .•��. -
PrcdominantSorl
l RtAG6lGnburg
`_n_____`,�,
-
-
Dwy rinr. eD zonb o>a 76;3TG � upd
° _ HPtl D _ g2C , °, - srd '
` ' � an4 •„ ° "' ,, eat t ,�� spd' �
° sad :. D ,gatl : o ._ �gFrJ
WCiDG ACfCaQO aaf> 9T,G�, aGPDS'"
•
OGO � cru •' 6.00 '0©Q p. ,,�crca
D.00 �.ros y_, S3W,` „fiores� 0.0�". acres '
, _
lAA6 xras ., -, OA6 ',i .acres O.GO _ aDrDs _
�cumml+ta".tiva stoma
_3,
.•aetes
eumin.ulcttw toraae„°iJmmDlatr✓nSYaraga �CvmmuiatlVo.Stara a
4
6Rcgwree ��
Cumm,ulalvD Storage `Cumr{e laE'vraSto y.' �CYrnrgY,atitieSinr..g0
Raq�'flAdrl IRegluiadRegYiea®
,dim ulativsSYorAgG Cu.'nmu�..vo Sbnrago Ceaaa9ul.tevc stcraga
Raqulydtl' Rpqulrotl ^t fioquficd "
f1
j 6lonth monthr 4uleetl
hobo>." Ilni
r FAan�rotl r_v ri]q red
.'.zliun>. incPss L Ions. ,. :lachca. .. Mons.
,.' a
Inelta^,:. atlDru: 'JEnohO: r' cl9ons Inctroe 5ilo-ns �..
-, .- I ,,'
f Iloni iitOhes a7tona ',. 'nttehc ,. aaena
I '.J�r Qf tDG..:• S aswti
re0ruv Za .' D Tt
_ O.�b:'=EC�' 400 " 6 �' A.CO � D.�
-
J.00 480. 0 7.OW
' u
].CO ] oW 0" :`000 '' D
'.,OW A
4.M OMush
at 39 ^�,.. 35ta"+«
P AI 0] 3.,T .��.Sti0,00J.
OOD�: 000 . G �.. OGir 0
CAb' .-
...DY '�... D' .W A„ 0
.. .,CO C O.W I 0 ' D00 D
.. CAO �. 0 ..'.' 4W •. {�'G_`�'0.b,. r 'D
AO] 0 OAC ➢ Q.0] ,0
"b0C ,.0'a CDO
31 03 :.. 1a3]$A
•.. 4'JD O,W , 0^ CAO ', 0 . '
•'
:.. 0:00 ; .0 '4WT I. Q.4 ., ••0 _ _
,
"-'
dot 030
m 0W ' 0
' Jut 31 '. 0.90:. •. 0
t
Gu0.00... I 'C,=
:. a� lembar Co ' O,OC ., A =':
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APPENDIX IV
A&L Eastern Agricultural Laboratories, Inc.
Soil Analysis Reports

Report Number: A&L EASTERN LABORATORIES, INC.
2005-R241-022 7621 Whitepine Road - Richmond, Virginia 23237 - [phone]
Account # 46074 Fax No. [phone] • Email: [e-mail]
Send To: S&ME (1588-05-108) Grower: PO#13973 SUNSET POINTE
ATTN: CECIL LINK JOB#1588-05-108
3718 OLD BATTLEGROUND RD
GREENSBORO, NC 27410-2314
SOIL ANALYSIS REPORT
Page: 1 Date Received: 08/26/2005 Date of Analysis: 08/29/2005 Date of Report: 08/30/2005
18
I[:=
06421 1 2.7 96 M 1 12 L
3.2 1 18.8 1 49.7
28.3
74 L 1 133 VH 1 587 M
ILL
Samples Submitted By:
CECIL LINK
Analytical Method:
Mehlich III
5.4 1 6.76 1 1.7 1 5.9
This report applies to the sample(s) tested. Samples are retained a
Values on this report represent the plant available nutrients in the soil. Explanation of symbols: % (percent), ppm (parts per million), Ibs/A (pounds per acre), maximum of thirty days after testing. Soil Analysis prepared by:
Rating after each value: VL (Very Low), L (Low), M (Medium), H (High), VH (Very High), mslcm A & L EASTERN LABORATORIES, INC. (milli -mhos per centimeter), meg1100g (milli -equivalent per 100 grams). �� 2�--
ENR - Estimated Nitrogen Release. C.E.C. - Cation Exchange Capacity. Conversions: ppm x 2 = Ibs1A, Soluble Salts mskm x 640 = ppm. by:
Paul C. H. Chu

Report Number: A&L EASTERN LABORATORIES, INC.
2005-R241-022 7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Account # 46074 Fax No. [phone]
Send To: SWE (1588-05-108)
ATTN: CECIL LINK
3718 OLD BATTLEGROUND RD
GREENSBORO, NC 27410-2314
Grower: PO#13973 SUNSET POINTE
JOB#1588-05-108
Uate: 08/30/2005 Page: 1 SOIL FERTILITY RECOMMENDATIONS (Ibs/A)
Samples Submitted By:
CECIL LINK
YNA mf20 our Nib So
lk
Sample Crep Yteld urns Gypsum Etementaf `
kp
tdrnber TenstR anstA sultur� llfro Phos ; [ ofash Meg Stltfurw Zlne Mange- tr00- Copper :Boron.. Moly
gen paf nestum aese denuro.
8 PINE TREE 30 1.5-2 4.0 2.5 -0-
Remarks:
ALL RECOMMENDATIONS ARE IN POUNDS PER 1000 SQUARE FEET. For best results; if there are no existing plants; broadcast all lime and fertilizer; then till and mix 6 inches into the soil.
On PINE TREE Phosphate is more efficient if applied near the plant; apply 3.0 pounds of phosphate beside the row; then broadcast 1.5-2 pounds of nitrogen;1.0 pounds of phosphate; 2.5
pounds of potash and then mix into the soil. If no fertilizer meets the ratio; you can use 3.8 pounds of Urea; 2.0 pounds of Triplesuper Phosphate; 4.2 pounds of Muriate of Potash. Consult the
enclosed instruction sheet on lime and fertilizer application. Nitrogen is easily lost from soil by the downward movement of water. To protect the environment; apply nitrogen fertilizer only when
the plant is actively growing. Apply 30 pounds of either calcite or dolomitic lime to raise pH.
"The recommendations are based on research data and experience, but NO GUARANTEE
or WARRANTY expressed or implied, concerning crop performance is made."
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made to the
work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. Copyright 1977.
A&L EASTERN LABORATORIES, INC.
by. S�)aL. e4t —
Paul C. H. Chu

Report Number: A&L EASTERN LABORATORIES, INC.
2005-R241-022 7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Account # 46074 Fax No. [phone] • Email: [e-mail]
Send To: S&ME (1588-05-108) Grower: PO#13973 SUNSET POINTE
ATTN: CECIL LINK JOB#1588-05-108
3718 OLD BATTLEGROUND RD
GREENSBORO, NC 27410-2314
SOIL ANALYSIS REPORT
Page: 2 Date Received: 08/26/2005 Date of Analysis: 08/29/2005 Date of Report: 08/30/2005
15
15
06422 1 3.0 103 M 1 20 M
3.9 1 19.0 1 43.0
34.1
69 L 1 105 H 1 395 L
ff
�__-
Samples Submitted By:
CECIL LINK
Analytical Method:
Mehlich III
5.2 1 6.77 1 1.6 1 4.6
This report applies to the sample(s) tested. Samples are retained a
Values on this report represent the plant available nutrients in the soil. Explanation of symbols: % (percent), ppm (parts per million), Ibs/A (pounds per acre), maximum of thirty days after testing. Soil Analysis prepared by:
Rating after each value: VL (Very Low), L (Low), M (Medium), H (High), VH (Very High). ms/cm (milli -mhos per centimeter), meg1100g (milli -equivalent per 100 grams). A & L EASTERN LABORATORIES, INC.
�� P�—
ENR - Estimated Nitrogen Release. C.E.C. - Cation Exchange Capacity. Conversions: ppm x 2 = Ibs/A, Soluble Salts ms/cm x 640 = ppm. by:
Paul C. H. Chu

Report Number: A&L EASTERN LABORATORIES, INC.
2005-R241-022 7621 Whitepine Road - Richmond, Virginia 23237 - [phone]
Account # 46074 Fax No. [phone]
Send To: S&ME (1588-05-108)
ATTN: CECIL LINK
3718 OLD BATTLEGROUND RD
GREENSBORO, NC 27410-2314
Grower: PO#13973 SUNSET POINTE
JOB#1588-05-108
Samples Submitted By:
CECIL LINK
uate: uts/juiluu5 Page: 2 501L FERTILITY RECOMMENDATIONS (Ibs/A)
Your r et#di ent r PZt3 G S Zt� Mn� l e` Gu Mo
�e A
�
Sanaj?le ? , Glop s V te(d I fm'e` Gypsum twtementat i a Yti
Tors�A, TtstA sulfur Nffro. Potash ` a Sulfur ' Zinc y Man a- Iron :3Co
Numt�er p per Boron h�olyb
denum
absf� gen pfiat n�s�gm nes
,..
15 PINE TREE 30 1.5-2 3.0 2.5 -0-
Remarks:
ALL RECOMMENDATIONS ARE IN POUNDS PER 1000 SQUARE FEET. For best results; if there are no existing plants; broadcast all lime and fertilizer; then till and mix 6 inches into the soil.
On PINE TREE Phosphate is more efficient if applied near the plant; apply 3.0 pounds of phosphate beside the row; then broadcast 1.5-2 pounds of nitrogen; 2.5 pounds of potash and then mix
into the soil. If no fertilizer meets the ratio; you can use 3.8 pounds of Urea; 6.0 pounds of Triplesuper Phosphate; 4.2 pounds of Muriate of Potash. Consult the enclosed instruction sheet on
lime and fertilizer application. Nitrogen is easily lost from soil by the downward movement of water. To protect the environment; apply nitrogen fertilizer only when the plant is actively growing.
Apply 30 pounds of either calcite or dolomitic lime to raise pH.
"The recommendations are based on research data and experience, but NO GUARANTEE
or WARRANTY expressed or implied, concerning crop performance is made."
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made to the
work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. Copyright 1977.
A&L EASTERN LABORATORIES, INC.
by: :�)aJ—. 6�, --
Paul C. H. Chu

Report Number: A&L EASTERN LABORATORIES, INC.
2005-R241-138
7621 Whitepine Road • Richmond, Virginia 23237 - [phone] AtLA
Account Number: Fax No. [phone]
46074
- e-
Send To: S&ME (1588-05-108) PO#13973 SUNSET POINTE Samples Submitted By:
ATTN: CECIL LINK JOB#1588-05-108 CECIL LINK
3718 OLD BATTLEGROUND RD
GREENSBORO NC 27410-2314
Date of Report: 08/30/2005 Page: 1
SOIL TEXTURE REPORT
Lab
Percent
Percent
Percent
Sample ID
Number
Sand
Silt
Clay
Textural Classification
4-16"
06708
30.0
14.0
56.0
CLAY
8-16"
06709
30.0
18.0
52.0
CLAY
15-16"
06710
34.0
20.0
46.0
CLAY
15-23"
06711
44.0
28.0
28.0
CLAY LOAM
PAUL C. H. CHU
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made
to the work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization.

r.
Piedmont Design Associates, P.A.
125 East Plaza Drive, Suite 104
Mooresville, NC 28115
Telephone [phone] Fax [phone]
Email: dmunday(a)-pdapa.com
December 14, 2005
NCDENR, DWQ
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Attention: Michelle McKay
Sunset Pointe Residential Subdivision
Salisbury, Rowan County, NC
Express Review Package Submittal
Dear Ms McKay:
Engineering
Surveying
Planning
4Q!/,tF- / D/pF"R
orEcrr /OwQ
oE� z °"SECAON
2005 .
High Rock Lake Development, LLC is planning a residential subdivision located near the southwest
quadrant of the intersection of Goodman Lake Road and Long Ferry Road approximately 4 miles east of
Salisbury, NC. This new residential subdivision treatment system is designed to accommodate a total of
102 4-bedroom single family homes, 100 2-bedroom condo/patio homes and a pool/amenity area.
The wastewater treatment facility is designed to treat 75,000 GPD and will be constructed in phases.
The surface drip disposal field is also designed to handle 75,000 GPD and includes fourteen zones with
numerous sub -zones, which will be constructed in phases as the development builds out. We are
seeking full approval on the complete system, which would allow for phased construction, partial
certification's and operation.
We are providing the following supporting documentation for the Surface Irrigation Wastewater Disposal
System for the above referenced project. Items with "()" correspond to SIA 09-02 instructions as shown
on pages 1 through 3 of the application.
• Copies of email correspondence outlining the express review process and acknowledging receipt
of the application and review fee. (See attachment "A".)
• (A) One original and four copies of the completed and appropriately executed application form.
(See attachment "B".)
• (B) Completed and properly executed Watershed Classification Attachment Form (WSCA), along
with the 8.5" by 11" topographic map locating the facility. (See appendix attachment "C".)
• (C) Cover letter.
• (D) Copy of North Carolina General Warranty Deed and supporting material for subject propertiy.
(See attachment "D".)
• (E) Copy of the PSSA 10/99 for the pressure sewer wastewater collection system to the
wastewater treatment system. (See attachment "E".) Since this is to be permitted once the
wastewater treatment and disposal system is approved, a copy of partially completed form is
attached.
• (F) Environmental Assessments - not required per consultants review of 15A NCAC 01 C.
• (G) A Certificate of Public Convenience and Necessity is not required. The applicant is not a
Privately -Owned Public Utility per determination by the NC Utilities Commission.
• (H) The operational agreement Form DEV is attached to the submittal package (See attachment
"F» .)

• (1) All wastewater for this system is 100% domestic in nature therefore no evaluation of waste is
required.
• (J) Soil Evaluation report provided by S&ME, Inc, is being submitted by Rob Willcox, LSS at the
submittal meeting and includes the Agronomist's Evaluation.
(K) Agronomist Evaluation: provided by S&ME Inc, being submitted by Rob Willcox, LSS at the
submittal meeting and -.is included with the Soil's Evaluation.
• (L) Hydrogeologic;.eva['' ion is required with this facilities design flow of 75,000 GPD and is
being sjoh :iittetl;at"ithe submittal meeting by Eric Lappala, CPHG, PE.
• (M) Fiv
(N)e-sets`of detailed, plans and specifications are included for review and approval.
A`letter from High Rock Lake Development, LLC, regarding the residuals management plan
has attached to the submittal package (See attachment "G")
The Design Professionals and consultants that have assisted in the preparation of this permit application
are as follows:
Design Engineer:
Donald L. Munday, P.E.
Piedmont Design Associates, P.A.
125 East Plaza Drive, Suite 104
Mooresville, NC 28115
Drip Irrigation Consultant:
BB Hobbs Company
P.O. Box 437
Darlington, SC 29540
Consulting Hydrogeologist:
Eric Lappala, CPHG, PE
Eagle Resources
4005 Lake Springs Court
Raleigh, NC 27613
Consulting Soil Scientist:
Rob Willcox, LSS
S&ME, Inc.
3718 Old Battleground Road
Greensboro, NC 27410
Wastewater Treatment Consultant:
AQWA, Incorporated
2611 Garden Hill Drive
Raleigh, NC 27614
We look forward to working with you and the other NDPU Staff on this project. If we can be of any
assistance during the review process, please do not hesitate to call.
Yours truly,
Piedmont Design Associates, P.A.
t�
Donald L. Munday, PE
N. C. Registration No. 17327
cc. Earl Garrick, High Rock Lake Development, LLC
Jim Schwab, High Rock Lake Development, LLC
Dan Fisher, High Rock Lake Development, LLC

APPLICATIONS, REPORTS, CALCULATIONS,
MANUFACTURER'S CUT SHEETS, & OTHER
SUPPORTING MATERIAL
FOR
SUNSET POINTE SUBDIVISION
WASTEWATER TREATMENT & SURFACE
DRIP APPLICATION DISPOSAL SYSTEM
December 14, 2005
PREPARED FOR:
High Rock Lake Development, LLC
831 Mitchell Ave.
Salisbury, NC 28144
Tel: [phone]
Fax: [phone]
PREPARED BY:
Piedmont Design Associates, PA
125 East Plaza Drive, Suite 104
Mooresville, NC 28115
Tel: [phone]
Fax: [phone]

Attachment A
Email Correspondence

David DeCaron
From:
Donald L. Munday [[e-mail]]
Sent:
Thursday, December 08, 2005 2:23 PM
To:
David DeCaron
Subject:
FW: Available Express Review Tracks for High Rock Lake
Donald L. Munday_, P.E.
Piedmont Design Associates, P.A.
125 East Plaza Drive, Suite 101
Mooresville, NC 28115
Phone [phone]
Fax [phone]
Email: [e-mail]
-----Original Message -----
From: David DeCaron [mailto:[e-mail]]
Sent: None
To: Donald Munday
Subject: FW: Available Express Review Tracks for High Rock Lake
Donald, do you want to respond to him for the 15th?
From: Nathaniel Thornburg [mailto:[e-mail]]
Sent: Monday, November 14, 2005 9:42 AM
To: Nathaniel Thornburg
Cc: David DeCaron; Donald Munday, Piedmont Design Associates, P.A.; [e-mail]
Subject: Re: Available Express Review Tracks for High Rock Lake
David and Donald,
Has the Applicant decided on an Express Review Track for December? Please let me know as
soon as possible. I cannot schedule the other applicants until I have received your
confirmation dates.
Thank you,
Nathaniel
Nathaniel Thornburg wrote:
David and Donald,
The subject application was the first one received for the month of November. Therefore,
the following Express Review Tracks are available:
Track 1: December lst (submittal),
(tentative add -info meeting)
Track 2: December 6th (submittal),
(tentative add -info meeting)
Track 3: December 15th (submittal),
(tentative add -info meeting)
December 15th (review), January 5th
December 20th (review), January loth
December 29th (review), January 19th
Please let me know at your earliest convenience which track the applicant would like.
Thank you,
1

Nathaniel
Nathaniel D. Thornburg - Environmental Engineer II
Aquifer Protection Section - Land Application Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
919-715-6160
919-715-6048 FAX
http://h2o.enr.state.nc.us/ndpu/
Nathaniel D. Thornburg - Environmental Engineer II
Aquifer Protection Section - Land Application Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
919-715-6160
919-715-6048 FAX
http://h2o.enr.state.nc.us/ndpu/
7

Attachment B
Properly Executed Application Form

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
SURFACE IRRIGATION SYSTEMS
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
<THIS ONLINE APPLICATION CAN BE FILLED OUT USING
THE TAB KEY TO MOVE THROUGH THE FIELDS>
Application Number:
I. GENERAL INFORMATION:
(to be completed by DWQ)
1. Applicant's name (Owner of the facility, See Instruction A.): iligh k6ckIaloe Development, LLC
2. Complete mailing address of applicant: 831 Mitchell Avenue
City: Salisbury State: NC Zip: 28144
Telephone number: [phone] Facsimile number: ( 704 ) 598-4085
Email Address: [e-mail]
3. Facility name (name of the subdivision, shopping center, etc.): Sunset Pointe Residential Subdivision
4. Complete address of the physical location of the facility if different from mailing address of applicant:
0 Goodman Lake Road (No Formal Address Assigned)
City: Salisbury State: NC Zip: 28146
5. County where project is located: Rowan
6. Name and complete address of engineering or consulting firm (if applicable): Piedmont Design Associates,
PA, 125 East Plaza Drive, Suite 104
City: Mooresville State: NC Zip: 28115
Telephone number: ( 704 ) 664-7888 Facsimile number: ( 704 ) 664-1778
Email Address: [e-mail]
7. Name and affiliation of contact person who can answer questions about project: Donald Munday, PE or
David DeCaron
Email Address: [e-mail] or ddecarongpdapa.com
II. PERMIT INFORMATION:
1. Project is: ® New; ❑ Modification; ❑ Renewal without modification
Note: Renewals without modifications should fill out sections I & II only, and sign the applicant's signature on the last
page of the application.
2. Fee submitted: $ 5,635.00 (See Instruction C.)
3. If this application is being submitted for renewal or modification to an existing permit, provide:
existing permit number and the issuance date
4. Financial resources for this project include: ❑ public funds, ® private funds
5. Project disturbs more than one acre?: ® Yes; ❑ No.
If Yes, provide date when an erosion and sedimentation control plan was submitted to the Division of Land
Resources or local delegated program for approval: December 18, 2005
FORM: SIA 09-02 Page 5

6. Project includes any stream or wetland impacts?: ❑ Yes; ® No.
If Yes, provide date when Nationwide 12 or 404 permit, and corresponding 401 certification, was approved
or submitted for approval: Submitted: Approved:
7. Provide buffers used to maintain compliance with any applicable river basin rules in 15A NCAC 2B .0200
(e.g., Neuse River basin buffer rules, etc.):
8. If project is in a Coastal Area as defined per 15A NCAC 21-1.0400, list the measures that are being taken to
ensure compliance with this rule:
M. INFORMATION ON WASTEWATER:
1. Please provide a brief description specifying the origin of the wastewater (school, subdivision, hospital,
municipality, shopping center, industry, apartments, condominiums, etc.): 100 Four Bedroom Residence
and 100 Two Bedroom Condo/Patio Home Subdivision
2. Volume of wastewater flow for this project: 75,000 gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)): (102 SFR x 120
G/D/Bedroom x 4 Bedrooms ea. = 48,960 G/D) + (100 Condo/Patio Homes x 120 G/D/Bedroom x 2
Bedrooms ea. = 24,000 GPD (future developmeno) + 2,040 G/D for Pool/Amenity Area) = 75,000 G/Day
4. Nature of wastewater: ® 100% Domestic Waste (residential, commercial, etc)
❑ 100% Industrial; ❑ 100% Animal Waste
❑ Municipal waste (town, city, etc)
If municipal, is there a Pretreatment Program in effect? ❑ Yes; ❑ No.
IV. GENERAL PROJECT INFORMATION:
1. Brief project description: _ STEP Pressure collection system to 4-20,000 recirc tanks with 16 total Advantex
AX-100 textile filters (4 pods per each recirculation tank) to UV disinfection. Dosed to disposal area
through zoned drip irrgation fields. Project to include adequately sized side storage pond for wet weather
detention and lined dosing pond for disposal. Drip irrrigation and treatment system to include telemetry in
case of upset or failure. Drip irrigation valves and other appurtances to be protected with proper] sized
ized
disc filtration prior to disposal.
2. System is: ❑ spray irrigation; ® drip irrigation*.
3. Does the project conform to all buffers as required in 15A NCAC 2H .02190)(5)? ® Yes; ❑ No.
*Please note that buffers for drip irrigation are those identified as "other surface disposal systems".
If No, please explain how the proposed buffers will provide equal or better protection of the Waters of the
State with no increased potential for health concerns or nuisance conditions, or provide a buffer waiver in
accordance with current Division policy, available on the NDPU web site:
4. The treatment facilities and wetted areas must be secured to prevent unauthorized entry. Details or
notations of restricted access measures should be shown on submitted plans. Briefly describe the measures
being taken (15A NCAC 2H .02190)(7)): Dual strand wire fence around disposal area alongwith ith signaae
and 8 ft high chain link fence with dual -stranded barbed wire along top of fence around treatment area and
ponds with signage.
FORM: SIA 09-02 Page 6

5. a. 100-year flood elevation: 623.90 feet mean sea level. Source: Alcoa Power Generating Inc. (USGS
Datum
(Complete even if project is not within the 100 year flood area)
b. Are any treatment units or wetted areas located within the 100-year flood plain?: ❑ Yes; ® No.
c. If Yes, briefly describe which units/areas and the measures being taken to protect against flooding.
6. Method to provide system reliability (see instruction P): Telemetry tied to all controls on site including
web based monitoring in tied into treatment system and individual lift stations at each residence.
7. a. Type of disinfection:UV
b. If chlorine, specify detention time provided: N/A minutes. Please indicate in what part of the
wastewater system chlorine contact time occurs (i.e. chlorine contact chamber): N/A
c. If UV, provide manufacturer's details within application package and specify the number of lamps 2_
8. Measures taken to provide thirty (30) days of residuals holding (15A NCAC 2H .02190)(9)): Lined
Lagoon with active volume over req'd amount for 30 days (designed for 52 days)
V. DESIGN INFORMATION (For septic tanks & sand filters)
1. If applicable, provide the location of each design element in the specifications and/or engineering plans:
separately)Surface
Treatment Units
_(list each
How =
Many
Provided!
Dimensions
LxWxH
Volume
Loading
Rate
1Plans
Page Number in the
Plans & Specifications
I Specs
Septic1
Must • • •
• .
, .41 ID
MEN
�®®
Primary.1952-.1954
•Filters®
--
Secondary •
®
--
--
*NOTE: If a treatment system other than sand filters is to be used for secondary treatment, please submit a
separate page with specific details of sizing and treatment ability and provide manufacturer's documentation
for support.
2. Have effluent filters been provided for septic tank? ® Yes ❑ No.
DESIGN INFORMATION (For Earthen Impoundments)
1. Provide the number of earthen impoundments in the system: 2
2. Are any impoundments designed to receive adjacent surface runoff? ❑ Yes ® No
If Yes, please specify which impoundment: and the drainage area: ftZ.
3. Are impoundment(s) designed to include a discharge point (pipe, emergency spillway, etc)? ❑ Yes ❑ No
4. Provide the design measures proposed for impoundment liner protection from wind drive wave action: N/A
5. Provide date when notification of intent to construct a dam was submitted to the Division of Land
Resources (15A NCAC 2K .0200):
Notification Submitted on: N/A
❑ Permit Issued on: ® Permit Unnecessary per the Division of Land Resources
FORM: SIA 09-02 Page 7

6. If applicable, provide the location of each design element in the specifications and/or engineering plans:
Design Element (Primary Impoundment)
Page Number in the
Plans &
Specifications
Plans Secs
Purpose of Impoundment ❑ Treatment ® Storage
U-4
U-4
Liner ® Synthetic ❑ Clay ❑None*
Cut
Sheets
U-5
Proper installation and testing of liner
Inside Berm Surface Dimensions of Impoundment (LxWxH)
235 x 160 x 34
feet
U-2
U-5
Bottom Dimensions of Impoundment (LxWxH)
100 x 25x 34
feet
U-2
U-5
Embankment side sloe
2:1
U-2, U-4
U-5
Mean Seasonal High Water Table Depth
(depth below grade)**
N/A feet
N/A
N/A
Finish grade elevation of impoundment
696 feet
U-2, U-4
U-5
Depth from bottom of impoundment to top of embankment
34 feet
U-2, U-4
U-5
Total Volume of Impoundment
598,765 ft
U-2
U-5
Design Freeboard (2 feet minimum)
2 feet
U-4
U-5
Depth of minimum liquid level (top of treatment zone or
permanent liquid level
32 feet
U-2
U-5
Depth of sludge storage area provided
N/A feet
NA
N/A
Effective treatment or storage volumeprovided***
532,704 ft
U-2
U-5
Effective treatment or storage time provided
52 days
N/A
U-5, Soil
Report
Design Influent BOD loading
3.1275 Lbs BOD/acre/day
at average operating level
*NOTE: Please refer to 15A NCAC 2H .0219(f) for liner requirements.
**NOTE: The liner shall be protected from impacts of the seasonal high water table as necessary.
***NOTE: The Division requires that treatment volume not be considered part of storage volume. The storage
volume should be calculated between the top of the treatment zone/sludge zone, or permanent liquid level (as
indicated by outlet pipe) and maximum allowable liquid level in the impoundment.
DESIGN INFORMATION (For Mechanical Treatment Systems)
1. Type of mechanical treatment system (activated sludge, fixed film, suspended growth, etc): Recirculating
Textile Filter 16 AX-100 Advantex Filters (Capable of Treating 5000 G/D ea. with 20,000 gallon
recirculation tank 0 per 4 pods) See Specification Package and Cut Sheets for additional information
FORM: SIA 09-02 Page 8

2. If applicable, provide the location of each design element in the specifications and/or engineering plans:
Treatment Units
list each separately)
How
Many
Provided
Dimensions
L x W x H (ft)
Volume
(Gallons
Page Number in the
Plans &
Specifications
Plans Secs
Flow Equalization Basins
Pumps
Blowers
4
20xIOx14
20,000 ea.
U-3
Cut
Sheets
8
Capacity (GPM): S41c��r
N/A
Type: N/A Capacity (CFM) each: N/A
Grit Removal Chamber
N/A
N/A
N/A
N/A
N/A
Bar Screens
Spacing
❑ Manually cleaned ❑Mechanically cleaned
N/A
N/A
Flow Splitter Boxes
3
36" Dia.
332 ea.
U-3
N/A
N/A
N/A
N/A
Overflows to equalization basin provided? ❑ Yes ® No
Influent Flow Measuring Device
Location: Flow Splitters
Type: Wet well with slotted risers
Aeration Basins
Pumps
Blowers
N/A N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Detention Time at design flow (hrs): N/A
Sludge Retention Time (days): N/A
N/A
Capacity (GPM): N/A
N/A
Type: N/A Capacity (CFM)each: N/A
Clarifiers
Waste Sludge Pumps
Return Sludge Pumps
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Capacity (GPM): N/A
N/A
Capacity (GPM): N/A
Surface Loading Rate (GPD/ft ): N/A
Weir Length (ft): N/A
N/A
N/A
Weir Loading Rate (GPD/ft): N/A
Sludge Holding
Basins/Thickening
Pumps
Blowers
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Holding Time (days): N/A
N/A % solids of Final Sludge
N/A
Capacity (GPM): N/A
N/A
Type: N/A Capacity (CFM)each: N/A
Tertiary Filters
Media Specifications
N/A
N/A
N/A
N/A
N/A
N/A
N/A
I N/A
N/A
Loading Rate (GPM/ft): N/A
N/A
N/A N/A
Clearwell
Pumps
N/A
N/A
N/A
Capacity (GPM): N/A
Mudwell
Pumps
N/A
N/A
N/A
N/A
N/A
N/A
Capacity (GPM): N/A
Chlorine Contact Basin
Pumps
N/A
N/A
N/A
N/A
N/A
N/A
Capacity (GPM): N/A
Effluent Flow Measuring Device
Location: Pump House
Type: Digiflow Flow Meter
Auxiliary Power Source
Permanent ❑ Portable
U-5
Cut
Sheets
Capable of powering all essential units? ® Yes ❑ No
FORM: SIA 09-02 Page 9

VI. DESIGN INFORMATION FOR IRRIGATION SYSTEM
1. If applicable, provide the location of each design element in the specifications and/or engineering plans:
Page Number in the
Plans &
Design Element
Specifications
Plans Secs
Dimensions of Irrigation Pump Tank (LxWxH)
128x26.5x6feet
U-2, U-4
U-5
Total Available Volume of Irrigation Pump Tank
92,030.53 gallons
U-2
U-5
Dosing Volume of Irrigation Pump Tank
5,360 gallons
U-4
Calcs
Capacity of pumps
298AGPM U-4, U-5
Cut
at 138.94 TDH
Sheets
High Water Alarms
Audible Alarm
U-4
Cut
Visual Alarm
Sheets
U-4
Cut
Sheets
Equipment to prevent irrigation during rain events if
U-4
Cut
irrigation controls are automatic
Sheets
2. List any equipment (note sheet number of the plans or page number in the specifications) not specifically
mentioned above (pump hoist, odor control equipment, etc.): Air Ventilation fan for AX-100 Units, U-3,
Cut Sheets
3. Minimum depth to mean seasonal high water table within irrigation fields per Soil Scientist's Evaluation:
N/A feet below ground surface.
4. Loading rates recommended by the Soil Scientist Evaluation:
Soil Area
Fields/Zones
Loading Rate
Loading Rate
Loading
If Seasonal, list
within Soil Area
Inches/Hour
Inches/Year
Recommended
appropriate months
1
14
0.30
40.27
® Annual
❑ Seasonal
❑ Annual
❑ Seasonal
❑ Annual
❑ Seasonal
❑ Annual
❑ Seasonal
❑ Annual
❑ Seasonal
5. Design loading rates are equal or less than the loading rates recommended by Soil Scientist? ® Yes ❑ No
If No, explain:
6. Size of wetted irrigation area: 1,511,532 square feet; or 34.7 acres.
FORM: SIA 09-02 . Page 10

DRIP IRRIGATION SYSTEMS:
7. Provide the location of each design element in the specifications and/or engineering plans:
Design Element
Page Number in the Plans & Specifications
Plans Secs
Number of Emitters
377,833
U-2
Calcs
Design Wetted Area of Emitters
4 fl
U-2
Calcs
Distance Between Drip Lines
2 feet
U-2
Calcs
Distance Between Drip Emitters
2 feet
U-2
Calcs
Flow per emitter
0.0088 GPM
U-2
Calcs
at:
7-60 psi
U-2
Calcs
Elevation of Highest Emitter
704.35 feet
U-2
Calcs
SPRAY IRRIGATION SYSTEMS:
8. Number of operational zones within irrigation system: 14 surface drip zones
9. Provide the location of each design element in the specifications and/or engineering plans. It may be
necessary to provide additional tables for separate irrigation zones and/or separate nozzle types within
zones if there are significant differences. Please see Instruction N and Instruction O to ensure all
information is provided as required.
Design Element
Page Number in the Plans & Specifications
Plans Secs
Zone
1
U-2
Calcs
Number of Nozzles
27,225
U-2
Calcs
Total Design Wetted Area of Nozzles
108,900 ft
U-2
Calcs
Flow per Nozzle
0.0088 GPM
U-2
Calcs
at:
7-60 psi
U-2
Calcs
Elevation of Highest Nozzle
692.9 feet
U-2
Calcs
Design Element
Page Number in the Plans & Specifications
Plans Secs
Zone
2
U-2
Calcs
Number of Nozzles
27,225
U-2
Calcs
Total Design Wetted Area of Nozzles
108,900 fig
U-2
Calcs
Flow per Nozzle
0.0088 GPM
U-2
Calcs
at:
7-60 psi
U-2
Calcs
Elevation of Highest Nozzle
700.2 feet
U-2
Calcs
Desi n'Element
Page Number in the Plans & Specifications
Plans Secs
Zone
3
U-2
Calcs
Number of Nozzles
27,225
U-2
Calcs
Total Design Wetted Area of Nozzles
108,900
U-2
Calcs
Flow per Nozzle
0.0088 GPM
U-2
Calcs
at:
7-60 psi
U-2
Calcs
Elevation of Highest Nozzle
702.25 feet
U-2
Calcs
FORM: SIA 09-02 Page 11

Design Element
.Page Number in the Plans & Specifications
Plans Secs
Zone
4
U-2
Calcs
Number of Nozzles
28,314
U-2
Calcs
Total Design Wetted Area of Nozzles
1 ] 3,256 f 2
U-2
Calcs
Flow per Nozzle
0.0088 GPM
U-2
Calcs
at:
7-60 psi
U-2
Calcs
Elevation of Highest Nozzle
704.2 feet
U-2
Calcs
Design Element
Page Number in the Plans & Specifications
Plans Secs
Zone
5
U-2
Calcs
Number of Nozzles
27,225
U-2
Calcs
Total Design Wetted Area of Nozzles
108,900 ft
U-2
Calcs
Flow per Nozzle
0.0088 GPM
U-2
Calcs
at:
7-60 psi
U-2
Calcs
Elevation of Highest Nozzle
702.15 feet
U-2
Calcs
Design Element
Page Number in the Plans & Specifications
Plans Secs
Zone
6
U-2
Calcs
Number of Nozzles
22,869
U-2
Calcs
Total Design Wetted Area of Nozzles
91,476 ft
U-2
Calcs
Flow per Nozzle
0.0088 GPM
U-2
Calcs
at:
7-60 psi
U-2
Calcs
Elevation of Highest Nozzle
704.35 feet
U-2
Calcs
Design Element
Page Number in the Plans & Specifications
Plans Secs
Zone
7
U-2
Calcs
Number of Nozzles
22,869
U-2
Calcs
Total Design Wetted Area of Nozzles
91,476 ftZ
U-2
Calcs
Flow per Nozzle
0.0088 GPM
U-2
Calcs
at:
7-60 psi
U-2
Ca1cs
Elevation of Highest Nozzle
700.22 feet
U-2
Calcs
Design Element
Page Number in the Plans & Specifications
Plans Secs
Zone
8
U-2
Calcs
Number of Nozzles
27,225
U-2
Calcs
Total Design Wetted Area of Nozzles
108,900 ft
U-2
Calcs
Flow per Nozzle
0.0088 GPM
U-2
Calcs
at:
7-60 psi
U-2
Calcs
Elevation of Highest Nozzle
698.30 feet
U-2
Calcs
FORM: SIA 09-02 Page 12

Design Element
Page Number in the Plans & Specifications
Plans Secs
Zone
9
U-2
Calcs
Number of Nozzles
27,225
U-2
Calcs
Total Design Wetted Area of Nozzles
108,900 ft
U-2
Calcs
Flow per Nozzle
0.0088 GPM
U-2
Calcs
at:
7-60 psi
U-2
Calcs
Elevation of Highest Nozzle
689.33 feet
U-2
Calcs
Design Element
Page Number in the Plans & Specifications
Plans Secs
Zone
10
U-2
Calcs
Number of Nozzles
27,225
U-2
Calcs
Total Design Wetted Area of Nozzles
108,900 f
U-2
Calcs
Flow per Nozzle
0.0088 GPM
U-2
Calcs
at:
7-60 psi
U-2
Calcs
Elevation of Highest Nozzle
699.20 feet
U-2
Calcs
Design Element
Page Number in the Plans & Specifications
Plans Secs
Zone
11
U-2
Calcs
Number of Nozzles
27,225
U-2
Calcs
Total Design Wetted Area of Nozzles
108,900 ft
U-2
Calcs
Flow per Nozzle
0.0088 GPM
U-2
Calcs
at:
7-60 psi
U-2
Calcs
Elevation of Highest Nozzle
698.95 feet
U-2
Calcs
Design Element
Page Number in the Plans & Specifications
Plans Secs
Zone
12
U-2
Calcs
Number of Nozzles
27,225
U-2
Calcs
Total Design Wetted Area of Nozzles
108,900 fl
U-2
Calcs
Flow per Nozzle
0.0088 GPM
U-2
Calcs
at:
7-60 psi
U-2
Calcs
Elevation of Highest Nozzle
696.61 feet -
U-2
Calcs
Design Element
Page Number in the Plans & Specifications
Plans Secs
Zone
13
U-2
Calcs
Number of Nozzles
29,620
U-2
Calcs
Total Design Wetted Area of Nozzles
118,483 to
U-2
Calcs
Flow per Nozzle
0.0088 GPM
U-2
Calcs
at:
7-60 psi
U-2
Calcs
Elevation of Highest Nozzle
690.62 feet
U-2
Calcs
Design Element
Page Number in the Plans & Specifications
Plans Secs
Zone
14
U-2
Calcs
Number of Nozzles
22,869
U-2
Calcs
Total Design Wetted Area of Nozzles
91,476 fl
U-2
Calcs
Flow per Nozzle
0.0088 GPM
U-2
Calcs
at:
7-60 si
U-2
Calcs
Elevation of Highest Nozzle
681.25 feet
I U-2
Calcs
FORM: SIA 09-02 Page 13

Professional Engineer's Certification:
I, Donald L. Mjy, day, attest that this application for Sunset Pointe Residential Subdivision Wastewater Treatment
and Irrigation Plans and Specifications has been reviewed by me and is accurate, complete and consistent with the
information supplied in the engineering plans, calculations, and all other supporting documentation to the best of my
knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance
with this application package and its instructions as well as all applicable regulations and statutes. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who
knowingly makes any false statement, representation, or certification in any application .package shall be guilty of a
Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation.
North Carolina Professional Engineer's seal, signature, and date:
``` %1%1111111111,0//'
CA
Applicant's -Certification (signing authority must be in compliance with 15A NCAC 211.0206(b), see Instruction A):
I, Earl Garrick, Partner (signing authority name and title) attest that this application for Sunset Pointe Residential
Subdivision Wastewater Treatment and Ini@ation Plans and Specifications (facility name) has been reviewed by me
and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater from this
non -discharge system to surface waters or the land will result in an immediate enforcement action that may include
civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water
Quality should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this
application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-
215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in any
application package shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well
as civil penalties up to $25,000 per violatj n.
NI
Signature: / Date: /
FORM: SIA 09-02 Page 14

Attachment C
Watershed Classification Attachment

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
Any changes made to this form will result in the application being returned.
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
INSTRUCTIONS:
To determine the classification of the watershed(s) in which the subject project will be located, you are required to
submit this form, with Items I through 8 completed, to the appropriate Division of Water Quality Regional Office
Water Quality Supervisor (see Page 2 of 2) prior to submittal of the application for review. At a minimum, you must
include an 8.5" by I I" copy of the portion of a 7.5-minute USGS Topographic Map that shows the surface waters
immediately downslope of the project. You must identify the location of the project and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy. If the facility is
located in the Neuse River Basin, also include a copy of the soil survey map for the project location. The
corresponding non -discharge application may not be submitted until this form is completed by the appropriate
regional office and included with the submittal.
1. Applicant's name (name of the municipality, corporation, individual, etc.): High Rock Lake Development, LLC
2. Name and complete address of applicant: High Rock Lake Development, LLC
831 Mitchell Avenue
City: Salisbury State: NC Zip: 28144
Telephone number: ( 704) 640-0864 Facsimile number: ( 704) 598-4085
3. Project name (name of the subdivision, facility or establishment, etc.): Sunset Pointe Residential Subdivision
4. County where project is located: Rowan County
5. Name(s) of closest surface waters: Crane Creek
6. River basin(s) in which the project is located: Yadkin -Pee Dee
7. Topographic map name and date: Southmont 1987
8. North Carolina Professional Engineer's seal, signature, and date: �•�`�-��t CA�QL�'�•,
TO: REGIONAL OFFICE WATER QUALITY SUPERVISOR ''�,,,,Ub L111`���'�
Please provide me with the classification(s) of the surface waters, watershed(s), and appropriate river basin(s) where
these activities will occur, as identified on the attached p segment:
y (L
Name(s) of surface waters and river basin(s): �� "� �� Y ,a ,
Classification(s) (as established by the EMC): AND `"RESOURCES
ten. /9 t S
Proposed classification(s), if applicable:
River basin buffer rules, if applicable:
Signature of regional office personnel:
Date:
0 8 200.
j'�,qEC
P
FORM: WSCA 10/99 Page 1 of 2

DIVISION OF WATER QUALITY REGIONAL OFFICES
Asheville Regional Office Fayetteville Regional Office
WQ Supervisor WQ Supervisor
59 Woodfin Place Wachovia Building, Suite 714
Asheville, NC 28801 Fayetteville, NC 28301
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
Avery Macon
Anson
Moore
Buncombe Madison
Bladen
Robeson
Burke McDowell
Cumberland
Richmond
Caldwell Mitchell
Harnett
Sampson
Cherokee Polk
Hoke
Scotland
Clay Rutherford
Montgomery
Graham Swain
Haywood Transylvania
Henderson Yancey
Jackson
Raleigh Regional Office
Washington Regional Office
WQ Supervisor
WQ Supervisor
3800 Barrett Drive, Suite 101
943 Washington Square Mall
Raleigh, NC 27609
Washington, NC 27889
Phone: [phone]
Phone: [phone]
Fax: [phone]
Fax: [phone]
Chatham Nash
Beaufort
Jones
Durham Northampton
Bertie
Lenoir
Edgecombe Orange
Camden
Martin
Franklin Person
Chowan
Pamlico
Granville Vance
Craven
Pasquotank
Halifax Wake
Currituck
Perquimans
Johnston Warren:' ;,
Dare
Pitt
Lee ' Wilson, '.
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Winston-Salem Regional,Office
WQ Supervisor
585 Waughtown Street -
Winston-Salem, NC, 27107
Phone: [phone]
Fax: [phone]
Alamance Rockingham
Alleghany Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
- Yadkin
Guilford
Mooresville Regional Office
WQ Supervisor
919 North Main Street
Mooresville, NC 28115
Phone: [phone]
Fax: [phone]
Alexander
Lincoln
Cabarrus
Mecklenburg
Catawba
Rowan
Cleveland
Stanly
Gaston
Union
Iredell
Wilmington Regional Office
WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
Fax: [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
FORM: WSCA 10/99 Page 2 of 2

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Attachment D
Property Ownership Documentation

BK 1018 PG 0524
on. S- 202001: at 013Z PH
by-'l!o>i ir:hC Ei 4, irdt . -
EE DDEND tar of l? we
Bfl K G18 PAGE 524
fS. Issued :Sop: 20..2R"
14.
or"I�� •
:Plot�#h .C�rtri'rla.::. county
U rz
UD ftil<: z4f'04 `Exd_ h. TaxLVO '
H^
NORTH .CAROLINA SPECIAL WARRANTY DEED
Excise Tax: $4,450.00
Parcel Identifier No. Tax Map 606, Parcels 029;.032 and'part of 006; Tak Map 606E, Pareeli,601, 002 and 003
Mail/Box to: Attorney
This instrument was prepared by: fie M. Caddell, Shuford Caddell-& Fraley;'. U PO Box:198, Salisbury, NC 28145
Brief description for, the Indez;' •Tract 1, Map B. ook 9995,`P,age 5096:
THIS DEED made this/ / :. .day of e , 2064, by and between
`GRANTOR
B. B. PLYLER, JR:; and wife, FLORA W.
PLYLER; BRENT PLYLER and wife, SUSAN
S. PLYLER; WILLIAM W.. PLYLER and wife,
SALLY B.-PLYLER; and;ELLA RTRANTZ
and husband, STUART M. FRANTZ.
SUNSET POINTE AT HIGH ROCK LAKE LCC
a North:Carolina limited liability company
130 Topsail Road
Salisbury, NC . 28146
The designation.Grantor and Grantee as used herein shall include said,parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that t1ie.Grantor, for a valuable consideration paid by tha Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated
in the City of -N/A, Providence Township, Rowan County, North Carolina, and more particularly described as follows:
Lying and being in Rowan County, North; Carolina, and more particularly described as follows:
The property shown as Tract 1 consisting of approldmately 240.71 acres on the plat prepared by James
T. Hill, P.L.S., dated March 28;.2003, and Iast,revised June 23, 20.04, and recorded in Book 9995 at page
5096 in the office of the. Register of Deeds ;for Rowan County, North Carolina.
he property hereinabove:described was acquired by Grantor by instrument recorded in Book 945, page 536 in the office of the
gister of Deeds for Rowan County, North Carolina.

BK 1018 PG 0524.002
The roe hereinabove described was acquired b Grantor b instrument recorded in Book 945 page 536in the office of the
property 4 Y Y�. ,Pg
Register of Deeds for Rowan County, North Carolina.
A reap showing the above described property is recorded in Map Book 9995, Page 5096, in the office of the Register of
Deeds for Rowan County, North Carolina.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land.and all privileges and appurtenances thereto belonging to the Grantee
in fee simple.
And the Grantor covenants with the Grantee, that Grantor has done nothing to impair such title as Grantor received, and Grantor will
warrant and defend the title against the lawful claims of all persons claiming by, under or through Grantor, other than the following
exceptions:
The exceptions set forth in Exhibit,A annexed hereto and incorporated herein.
IN WITNESS WHEREOF, the -Grantor has duly executed the foregoingas of the day and year first above written.
/.J '4.1�P �� I 1SEAL)
B.. B. PI er, Jr., indiv�ually and as orney=in-Fact for
Flora W. Plyler, Brent Plyler, Susan S. Plyler, William W.
Plyler; SallyB. Plyler, Ella P. Frantz, and Stuart M. Frantz
SEAL -STAMP NORTH CAROLINA, Wl ISr�1J County.
I, a Notary Public for said County and State, do hereby certify that B. B. Plyler, Jr., individually and as
attorney -in -fact for Flora W. Plyler, Brent Plyler, Susan S. Plyler, William W. Plyler, Sally B.
Plyler, Ella P. Frantz and Stuart M. Frantz, grantors, personally appeared before me this day, and
says that he executed the foregoing and
instrument for
lfand
a% being by me duly �o�y n ! S ta,��/��i, and inbehalf of the said -Flora W. Plyler, Brent Plyler, Susan Plyleer, William W. Plyler, Sally Br
Plyler, Ella P. Frantz and Stuart M. Frantz, and that his authority to execute and acknowledge said
instrument is contained in an instrument duly executed, acknowledged and recorded in the office of the
Register of Deeds in the County of Rowan and State of North Carolina, on the 4'b day of October,
= J 2002, in Book 0952 atpage "11, and that this instrument was executed under and by virtue of the
jr rjr: authority given by said instrument granting him power of attorney. I do further certify that the said
�'�o�sp ~"• •" , �� M B. Plyler, Jr., acknowledged the due execution of the foregoing and annexed instrument for the
C' t L `,l:� purposes therein expressed for himself and for and inbehalf of the said Flora W. Plyler; Brent Plyler,
Susan S. Plyler, William W. Plyler, Sally B. Plyler, Ella P. Frantz and Stuart M. Frantz. Witness
my hand and official seal, this day of S e P , 2004.
My commission exptr
A - a 4 _ c� � Notary Publi
The foregoing Certificate of 04 - r/•s. S 4r 7 S., a Notary Public of (_si , / .5 c� County, North
Carolina, is/are certified ffi be correct- This instrument and this certificate are: duly registered at the date and time and in the Book and
Page shown on the first page hereof.
BOBBIE M. EARNHARDT, Register of Deeds for Rowan County, North Carolina .
D
: V Deputy/Aftistant - Register of Deeds
ate: Z

BK 1018 PG 0524.003
EX HBIT A
TO
DEED
EXCEPTIONS TO T1TLE
1. Such matters. as would be disclosed by a current and accurate survey and inspection
of the Property.
2. The lien for Taxes not due and payable on or before the Closing Date.
3. Zoning_ ordinances affecting the Property.
4. All easements, covenants, agreements, restrictions, reservations, rights -of -way and
other similar matters of record, including, without limitation, the restrictions,
covenants and agreements contained in the deed recorded in Book 216 at page 430 in
the office of the Register of Deeds for Rowan County, North Carolina.
5. The state of compliance or;non-compliance of the Property with any laws, codes,
ordinances, rules, regulations or private restrictive. covenants applicable to or
affecting" the Property.
3

BK 1018 PG 0524.004
Rowan County Assessor's: Office
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Rowan Co, NC -- Printable Map
Page 1 of 2
Parcel ID: 606 029
Owner:
SUNSET POINTE AT HIGH ROCK
LAKE LCC
130 TOPSAIL RD
SALISBURY NC
Rowan County GIS
Parcels
Property Address:
0 GOODMAN LAKE RD
Legal Description:
— 240.71 AC
Land Units: 240.71 acres
Deed Book: 1018 Pg: 524
Deed Year: 2004
Other Attributes
at point 1597415, 700586
Date Sold:
Sale Inst.:
Sale Aint.: 0
Land FMV: $1,636,376
Assessed Land Value:$1,636,376
Building Value: $0
Total Assessed Value:$1,636,376
Jurisdiction: Soils: Townships:
None Soil ID: CeC2 Name: Providence
Zoning (County):
District: District field not found.
DISCLAIMER: This information was prepared from the Rowan County, -NC Geographic Information System. Rowar
County has made substantial efforts to ensure the accuracy of location and labeling information contained on this sitf
The information provided is a representation of various City and County data sources and does not serve as an offici;
map. Rowan County promotes and recommends the independent verification of any information contained on this sit
by the user.
Rowan County makes no warranty or other assertion as to the fitness of the maps for any particular purpose and
http://arcims2.wQbgis.net/nc/Rowan/printable.asp?process=id&x2=1597415.16007665&y2... 12/8/2005

Attachment E
Form PSSA 10/99

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
PRESSURE SEWERS SYSTEMS
(For residential simplex grinder pump and STEP systems)
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Application Number:
I. GENERAL INFORMATION:
(to be completed by DWQ)
1. Applicant's name (name of the municipality, corporation, individual, etc.): High Rock Lake
Development, LLC
2. Owner's or signing official's name and title (l 5A NCAC 2H .0206(b)): Earl Garrick, Partner
3. Name and complete address of applicant: . 831 Mitchell Avenue
City: Salisbury State: NC Zip: 28144
Telephone number: ( 704 ) 640-0864 Facsimile number: ( 704 ) 598-4085
4. Project name (name of the subdivision, facility or establishment, etc.): Sunset Pointe Subdivision
5. County where project is located:
6. Fee submitted: $ 400.00 (See Instruction C.)
7. Name and complete address of engineering firm: Piedmont Design Associates, PA
125 East Plaza Drive, Suite 104
City: Mooresville State: NC Zip: 28115
Telephone number: [phone] Facsimile number: ( 704 ) 664-1778
8. Name and affiliation of contact person who can answer questions about application: David DeCaron,
System Designer
II. PERMIT INFORMATION:
1. Project is: X new; modification
2. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number
and the issuance date
3. Applicant is: public (See Instruction G; skip to item II.4.); X private
If private, units (lots, townhomes, etc.) are: leased (Skip to item II.4.); _X sold
4.
If sold, facilities owned by a: public utility (See Instruction H.);
X homeowners' association/developer (See Instruction I.)
If project disturbs more than one acre, provide date when an erosion and sedimentation control plan was
submitted to the Division of Land Resources for approval:
5. If project includes any stream or wetland crossings, provide date when Nationwide 12 or 404 permit was
submitted for approval: N/A
FORM: PSSA 10/99
Page 3 of 7

6. Provide buffers used to maintain compliance with any applicable river basin rules in 15A NCAC 2B .0200
(e.g., Neuse River basin buffer rules):
III. INFORMATION ON WASTEWATER:
1. Please provide a one- or two -word description specifying the origin of the wastewater (school, subdivision,
hospital, commercial facility, industry, apartments, condominiums, etc.): Residential & Condo/Patio Home
Subdivision
2. Volume of wastewater generated by this project: 75,000 gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(l)): 120 G/DBedroom x 4
Bedrooms/Residence x 100 SFR Lots = 48,000 GPD and 100 2 Bedroom Patio Homes/Condos x 2 Bedrooms
ea. x 120 G/D/Bedroom = 24,000 and 3,000 G/D for Clubhouse/Poolhouse = 75,000 G/DU Total
4. Nature of wastewater: 100 % Domestic/Commercial; 0 % Industrial;
0 % Other waste - specify:
5. If wastewater is industrial in nature:
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system and
wastewater treatment facility: Dual compartment, properly -sized septic tank and effluent filter at each
residence and properly -sized septic tank and effluent filter(s) for condos/patio homes & clubhouse.
b. If a pretreatment permit is required, has one been issued? Yes; X No. If yes, please
attach a copy of the pretreatment permit. If no, provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description: 100 SFR lot subdivision, 100 patio homes/condos and clubhouse with STEP
collection system to "textile" fixed film treatment system with UV disinfection and surface drip disposal
system .
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction J.):
High Rock Lake Development, LLC / High Rock Lake Homeowner's Association
3. WWTF permit number: TBD - Under Permitting Process
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See Instruction
J.): N/A
5. Permit number(s) for sewers immediately downstream: N/A
6. Pipe diameter of sewers immediately downstream: N/A
7. Engineering evaluation of downstream sewers' ability to accept the wastewater from this project (See
Instruction K.) is provided on page of the calculations.
V. PUMP STATION INFORMATION
1. Number of duplex pump stations provided (See Instruction A.): 0
2. Number of simplex pump stations provided: 103
3. Provide the volume of storage in the wet well above the pump -on elevation (See Instruction L.):
4. a. 100-year flood elevation: 623.90 feet mean sea level
FORM: PSSA 10/99 Page 4 of 6

b. Measures taken to protect the pump stations against flooding (15A NCAC 2H .0219(h)(6)): All
tanks/wet wells to be installed over 100 year flood elevation, tanks sealed watertight with water tight lids
to prevent groundwater infiltration into tanks.
FORM: PSSA 10/99 Page 5 of 6

5. Provide the location of each pump station design element in the engineering plans and/or specifications:
Design Element
Sheet Number of the
Plans
Page Number in the
Specifications
Wet Well Vent with Screen
U-6
Check Valves and Gate Valves
U-6
Lockable Wet Well Cover and Dead Front Control Panel
U-6
High Water Alarms:
Audible Alarm
Visual Alarm
U-6
U-6
Non -Corrosive Guide Rails/Lift Chains
U-6
6. Summary of PRESSURE SEWER to be permitted, by zone:
Zone
From
Node
To
Node
Diameter
(inches)
Length
(feet)
# Pumps
in Zone
Pump Model Specified
for Zone
7. For extended travel times (greater than 24 hours), describe odor and corrosion control measures taken:
8. Station location of air -release valves (15A NCAC 2H .0219(i)(2)(L)): Road "A": Sta: 16+77.50, Sta:
30+70.00, Sta: 48+02.02, Sta: 58+55.00, Sta: 68+73.78, Sta: 73+70.94. Road `B": Sta: 2+76.53, Sta:
6+13.80, Sta: 9+57.08. Road "B": Sta: 5+01.78.
Note: Air -release valves must be provided at all high points along the force main/pressure sewer where the
elevation difference exceeds 10 feet.
9. List any equipment (note sheet number of the plans or page number in the specifications) not specifically
mentioned above (hoist, odor control equipment, etc.):
FORM: PSSA 10/99 Page 6 of 6

Professional Engineer's Certification:
I, Donald L. Munday, attest that this application for Sunset Pointe Subdivision STEP System has been reviewed by
me and is accurate, complete and consistent with the information supplied in the engineering plans, calculations, and
all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations and Gravity Sewer Minimum
Design Criteria adopted February 12, 1996. Although certain portions of this submittal package may have been
developed by other professionals, inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC
General Statutes 143-215.6A and 143-215.613, 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.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification:
I, Earl Garrick, attest that this application for Sunset Pointe Subdivision STEP System 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. As the permittee for the pressure sewer system, I understand I will be
required to own, maintain, and operate all individual pump stations. Note: In accordance with NC General Statutes
143-215.6A and 143-215.613, 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:
Date:
FORM: PSSA 10/99 Page 7 of 6

Attachment F
Operational Agreement Form DEV

STATE OF NORTH CAROLINA
COUNTY OF Rowan Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this 12th day of
December 2005, by and between the North Carolina Environmental Management Commission, an agency of
the State of North Carolina, hereinafter known as the COMMISSION; and High Rock Lake Development, LLC
, a corporation/general partnership registered/licensed to do business in the State of North Carolina, hereinafter
known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Rowan County, upon which it is erecting and
will erect dwelling units and other improvements, said development to be known as Sunset Pointe
(hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal_ facilities (hereinafter Disposal System) to provide sanitary sewage disposal to
serve the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the Sunset Pointe Homeowner's Association (hereinafter Association), a non-profit
corporation organized and existing under and by the virtue of the laws of the State of North Carolina, for
the purpose, among others, of handling the property, affairs and business of the Development; of
operating, maintaining, re -constructing and repairing the common elements of the lands and
improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
FORM: DEV 02/03 Page 1 of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available
to repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments; and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration
is filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of
the Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL High Rock Lake Development, LLC
MANAGEMENT COMMISSION Name of DEVELOPER
By:
Alan W. Klimek, P.E., Director (Signature)
Division of Water Quality
Earl Garrick. Partner
(Date)
Print Name and Title
/ 2: � ZZ
(Date)
FORM: DEV 02/03 Page 2 of 2

Attachment G
Residuals Management Plan

HIGH ROCK LAKE DEVELOPMENT, LLC
831 MITCHELL AVENUE
SALISBURY, NC 28144
TEL: [phone]
FAX: [phone]
Mr. Donald L. Munday, P.E.
Piedmont Design Associates, PA
125 East Plaza Drive
Suite 104 Westfield Office
Mooresville, NC 28115
Subject: Sunset Pointe Subdivision Residuals Management
Salisbury, Rowan County, NC
Dear Donald:
High Rock Lake Development, LLC will contract with Lentz Septic Services, Inc. to pump
and haul septic tank waste from each residence on a regular schedule and on an as -needed
basis to be determined by the system operator. Lentz Septic Services, Inc. disposes of the
solid waste in accordance with their permit . #NCS00147 and their approved solid waste
management sites 4901 or 4902.
Sincerely,
Earl Garrick
Partner

CALCULATIONS
FOR
SUNSET POINTE SUBDIVISION
TREATMENT SYSTEM & SURFACE
DRIP APPLICATION
December 13, 2005
PREPARED FOR:
High Rock Lake Development, LLC
831 Mitchell Avenue .
Salisbury, NC 28144
Tel: [phone]
Fax: [phone]
PREPARED BY:
Piedmont Design Associates, PA
125 East Plaza Drive, Suite 104
Mooresville, NC 28115
Tel: [phone]
Fax: [phone]

`)ate:'' 22-NOV-05
:RRICAD 7.45 Zone/Mainline Bill of Materials Page 1
Client SUNSET POINTE
Site SURFACE DRIP DESIGN
Desianer DEREK EWI17G
Date 24 October 2005
Notes
Valve 1
Len/No. Description W/h Code
(ft)
127 3" Class 160 IPS GSK PVC Pipe 3 160 GSK
84 2" CLASS 160 IPS SW PVC PIPE 2 160 SW
196 16MM Geoflow 16MMGEOFLOtd
36634 GEOFLOW 16mm 24"x.53gph PC dripperline WFPC-16-2-24
1 3-2-3" DOROT PLASTIC PRV VALVE THREADE61PR323PLY
12 Demand Point DEMPNT
rRRICnD 7.45 Zone/Mainline Bill of Materials Page 2
Valve 2
Len/No. Description. W/h Code
(ft)
128 3" Class 160 IPS GSK PVC Pipe 3 160 GSK
84 2" CLASS 160 1PS SW PVC PIPE 2 160 SW
194 16,-W, Geoflow 16MMGEOFLOW
36850 GEOFLOW 16mm 24"x.53gph PC dripperline WFPC-16-2-24
1 3-2-3" COROT PLASTIC PRV VALVE THREADE61PR323PLY
12 Demand Point DEMPNT
IRRICAD 7.45 Zane/Mainline Bill of Materials Page 3
Valve 3
Len/No. Description W/h Code
(ft)
126 3" Class 160 IPS GSK PVC Pipe 3 160 GSK
84 2" CLASS 160 IPS SW PVC PIPE 2 160 SW
191 16MM Geoflow 16MMGEOFLOW
26332 GEOFLOW 16mm 24"x.53goh PC dripperline WFPC-16-2-24
1 3-2-3" COROT PLASTIC PRV VALVE THREADE61PR323PLY
12 Demand Point DEMPNT
IRRICAD 7.45 Zone/Mainline Bill of Materials Page 4
Valve 4
Len/No. Description W/h Code
(ft)
324 3" Class 160 IFS GSR PVC Pipe 3 160 GSK
321 2" CLASS 160 IPS SW PVC PIPE 2 160 SW
623 161414 Geoflow 16MMGEOFLOW
37657 GEOFLOW 16mm 24"x.539ph PC dripperline WFPC-16-2-24
3-2-3" COROT PLASTIC PRV VALVE THREADE61PR323PLY
37 Demand Point DEMPNT
TRRICPD 7.45 Zone/Mainline Bill of Materials Page 5
2.5
?,5 1)((-
�u
31.7 9"4 ,4cre5' Z)r'P
Valve 5
Lea/No. Description W/h Code

(ft)
125 3" Class 160 IPS GSK PVC Pipe 3 160 GSK
84 2" CLASS 160 1PS SW PVC PIPE 2 160 SW
192 16MM Geoflow 16MMGEOFLOW
36336 GEOFLOW 16mm 24"x.53gph PC dripperline WFPC-16-2-24
1 3-2-3" COROT PLASTIC PRV VALVE THREADE61PR323PLY
12 Demand Point DEMPNT
D
IRRICAD 7.45 Zone/Mainline Bill of Materials Page 6
Valve 6
Len/No. Description W/h Code
(ft)
269 3" Class 160 IPS GSK PVC Pine 3 160 GSK
237 2" CLASS 160 IPS SW PVC PIPE 2 160 SW
558 16MM Geoflow 16MMGEOFLOW
34459 GEOFLOW 16mm 24"x.53gph PC dripperline WFPC-16-2-24
1 3-2-3" COROT PLASTIC PRV VALVE THREADE61PR323PLY
29 Demand Point DEMPNT
0
IRRICAD 7.45 Zone/Mainline Bill of Materials Page 7
Valve 7
Len/No. Description W/h Code
(ft)
233 3" Class 160 IFS GSK PVC Pipe 3 160 GSK
237 2" CLASS 160 IPS SW PVC PIPE 2 160 SW
543 16MM Geoflow 16MMGEOFLOW
35281 GEOFLOW 16mm 24"x.53gph PC dripperline WFPC-16-2-24
1 3-2-3" COROT PLASTIC PRV VALVE THREADE61PR323PLY
27 Demand Point DEMPNT
0
IRRICAD 7.45 Zone/Mainline Bill of Materials Page 6
Valve 6
Len/No. Description W/h Code
(ft)
302 3" Class 160 1PS GSK PVC Pipe 3 160 GSK
216 2" CLASS 160 IPS SW PVC PIPE 2 160 SW
483 16m4 Geoflow 16MMGEOFLOW
36510 GEOFLOW 16mm 24"x..53gph PC dripperline TKFPC-16-2-24
1 3-2-3" COROT PLASTIC PRV VALVE THREADE61PR323PLY
29 Demand Point DEMPNT
r
IRRICAD 7.45 Zone/Mainline Bill of Materials Page 9
Valve 9
Len/No. Description W/h Code
(ft)
272 3" Class 160 IPS GSK PVC Pipe 3 160 GSK
234 2" CLASS 160 IPS SW PVC PIPE 2 160 SW
601 1614M Geoflow 16MMGEOFLOW
36272 GEOFLOW 16mm 24"x.539ph PC dripperline WFPC-16-2-24
1 3-2-3" COROT PLASTIC PRV VALVE THREADE61PR323PLY
29 Demand Point DEMPNT
IRRICAD 7.45 Zone/Mainline Bill of Materials Page 10
Valve 10
Len/No. Description W/h Code
,ft)
275 3" Class 160 IPS GSK PVC Pipe 3 160 GSK
2C7 2" CLASS 160 IFS SW PVC PIPE 2 160 S11
541 16MM Geoflcw 16MMGEOBLOW
36224 GE07LOW 16mm 24"x.53gph PC dripperline VFPC-16-2-24
1 3-2-3" I'.•OROT PLASTIC PP.V VALVE THREADE61PR323PLY
30 Demand Point DEMPNT
,
AL
9,� AL
5 Al

IRRICAD 7.45 zone/mainline Bill of Materials Page it
Valve 11
Len/No. Description W/h Code
(ft)
302 311 Class 160 IPS GSK PVC Pipe 3 160 GSK
216 211 CLASS 160 IPS SW PVC PIPE 2 160 SW
470 16MM Geoflow 16MIMGEOPLOW
36332 GEOFLOW 16mm 2411x.53gph PC dripperline WFPC-16-2-24
1 3-2-311 DOROT PLASTIC PRV VALVE THREADE61PR323PLY
29 Demand Point D_vMPNT
0
IRRICAD 7.45 Zone/Mainline Sill of Materials Page 12
Valve 12
'�en/No. Description W/h Code
Ift)
302 311 Class 160 IPS GSK PVC Pipe 3 160 GSK
216 211 CLASS 160 IPS SW PVC PIPE 2 160 SW
474 16MM Geoflow 16MMG20FUDW
36459 GEOFLOW 16mm 24"x.53gph PC dripperline WFPC-16-2-24
1 3-2-3" DOROT PLASTIC PRV VALVE THREADE61PR323PLY
29 Demand Point DEMPNT
[RRICAD, 7.45 Zone/Mainline Bill of Materials Page 13
Valve zr 14
Len/No. Description W/h Code
56 311 Class 160 IPS GSK PVC Pipe 3 iGO GSK
140 21' CLASS 160 IPS SW PVC PIPE 2 !GO SW
469 161"41 Geoflow 161MMG20FLOW
29680 GEOFLOW 16mm 24"x.53gph PC dripperline VFPC-16-2-24
1 3-2-311 DOROT PLASTIC PRV VALVE THREADE61PR323PLY
IRRICAD 7.45 Zone/Mainline Bill of Materials Page 14
Valve ;A, 13
Len/No. Description W1h Code
(ft)
411 3" Class 160 IPS GSK PVC Pipe 3 160 GSK
444 211 CLASS 160 IPS SW PVC PIPE 2 160 SW
684 16MM Geoflow 16MYGEOPLOW
39759 GEOFLOW 16mm 24"x.53gph PC dripperline WFPC-16-2-24
1 3-2-3" DOROT PLASTIC PRV VALVE THREADE61PR323PLY
49 Demand Point DEMPINT
IRRICAD 7.45 Zone/Mainline Bill of Materials Page 15
Mainline
Len/No. Description W/h Code
(ftj
5 a" Class 160 IPS GSK PVC Pipe a 160 GSK
3912 611 Class 160 IPS GSK PVC Pine 6 160 GSK
�,k

)ate:" 22-NOV-05
:RRICAD 7.45 Zone Summary Report Page 1
Client
SUNSET POINTE
Site
SURFACE DRIP DESIGN
Designer
DEREK EWING
Date
24 October 2005
Notes
FLUSH MODE
Valve 1
Total zone flow
217.3
US gpm
Min allowable outlet pressure
0.0
(psi)
Max allowable outlet pressure
6.0.0
(psi)
Allowable outlet pressure variation
348.3
%
Actual outlet pressure variation
200.6
%
Present pressure downstream of valve
48.0
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
12.7
(psi)
Present max outlet pressure
47.2
(psi)
Valve 2
Total zone flow
218.0
US gpm
Min allowable outlet pressure
0.0
(psi.)
Max allowable outlet pressure
60.0
(psi)
Allowable outlet pressure variation
350.7
=s
Actual outlet pressure variation
161.3
%
Present pressure downstream of valve
40.0
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
19.6
(psi)
Present max outlet pressure
47.2
(psi)
Valve 3
Total zone flow
216.0
US gpm
Min allowable outlet pressure
0.0
(psi)
Max allowable outlet pressure
60.0
(psi)
Allowable outlet pressure variation
351.4
%
Actual outlet pressure variation
185.6
%
Present pressure downstream of valve
48.0
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
15.5
(psi)
Present max outlet pressure
47.2
(psi)
Valve 4
Total zone flow
154.3
US gpm
chin allowable outlet pressure
0.0
(psi)
Max allowable outlet pressure
60.0
(psi)
Allowable outlet pressure variation
353.3
%
Actual outlet pressure variation
49.2
%
Present pressure downstream of valve
28.5
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
20.0
(psi)
Present max outlet pressure
28.3
(psi)
IRRICAD 7.45 Zone Summary Report
Page 2

Valve 5
Total zone flour
183.1
US gpm
Min allowable outlet pressure
0.0
(psi)
Max allowable outlet pressure
60.0
(psi)
Allowable outlet pressure variation
350.0
Actual outlet pressure variation
93.6
Present pressure downstream of valve
36.2
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
20.0
(psi)
Present max outlet pressure
36.1
(psi)
Valve 6
Total zone flow
216.0
US gpm
Min allowable outlet pressure
0.0
(psi)
Max allowable outlet pressure
60.0
(psi)
Allowable outlet pressure variation
351.4
%
Actual outlet pressure variation
142.4
Present pressure downstream of valve
45.0
(psi)
Pressure loss through valve
4.7
(psi)
Present min outlet pressure
20.5
(psi)
Present max outlet pressure
44.8
(psi)
Valve 7
Total zone flow
286.3
US gpm
Min allowable outlet pressure
0.0
(psi)
Max allowable outlet pressure
60.0
(psi)
Allowable outlet pressure variation
351.5
Actual outlet pressure variation
120.7
&
Present pressure downstream of valve
40.6
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
20.0
(psi)
Present max outlet pressure
40.6
(psi)
Valve 8
Total zone flow
280.7
US gpm
Min allowable outlet pressure
0.0
(psi)
Max allowable outlet pressure
60.0
(psi)
Allowable outlet pressure variation
351.6
%
Actual outlet pressure variation
92.1
%
Present pressure downstream of valve
35.7
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
19.7
(psi)
Present max outlet pressure
35.4
(psi)
Valve 9
Total zone flow
294.8
US gpm
Min allowable outlet pressure
0.0
(psi)
Max allowable outlet pressure
60.0
(psi)
Allowable outlet pressure variation
350.0
%
Actual outlet pressure variation
84,2
b
Present pressure downstream of valve
34.6
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
20.0
(psi)
Present max outlet pressure
34.4
(psi)
iRRICAD 7.45 Zone Summary Report
Page 3
Valve 10
Total zone flow 293.8 US gpm
Min allowable outlet pressure 0.0 (psi)
Max allowable outlet pressure 60.0 (psi)
Allowable outlet pressure variation 351.5 s

Actual outlet pressure variation 104.0
Present pressure downstream of valve 38.0 (psi)
Pressure loss through valve 0.0 (psi)
Present min outlet pressure 20.0 (psi)
Present max outlet pressure 37.8 (psi)
Valve 11
Total zone flow
298.4
US gpm
Min allowable outlet pressure
0.0
(psi)
Max allowable outlet pressure
60.0
(psi)
Allowable outlet pressure variation
350.6
Actual outlet pressure variation
112.8
%
Present _pressure downstream of valve
39.5
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
2.0.0
(psi)
Present max outlet pressure
39.3
(psi)
Valve 12
Total zone flow
293.9
US gpm
Min allowable outlet pressure
0.0
(psi)
Max allowable outlet pressure
60.0
(psi)
Allowable outlet pressure variation
350.3
%
Actual outlet pressure variation
96.3
%
'Present pressure downstream of valve
36.7
(psi)
Pressure loss through valve
Q.0
(psi)
Present min outlet pressure
20.0
(psi)
Present max outlet pressure
36.5
(psi)
Valve 13
Total zone flow
295.4
US gpm
Min allowable outlet pressure
0.0
(psi)
Max allowable outlet pressure
60.0
(psi)
Allowable outlet pressure variation
350.3
Actual outlet pressure variation
68.4
%
Present pressure downstream of valve
31.9
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
20.0
(psi)
Present max outlet pressure
31.7
(psi)
Valve 14
Total zone flow
166.2
US gpm
Min allowable outlet pressure
0.0
(psi)
Max allowable outlet pressure
60.0
(psi)
Allowable outlet pressure variation
350.0
%
Actual outlet pressure variation
50.0
%
Present pressure downstream of valve
28.5
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
20.0
(psi)
Present max outlet pressure
28.5
(psi)
LRRICAD 7.45 Zone Summary Report
Page 4
Valve 15
Total zone flow
235.7
US gpm
Min allowable outlet pressure
0.0
(psi)
Max allowable outlet pressure
60.0
(psi)
Allowable outlet pressure variation
353.3
%
Actual outlet pressure variation
97.2
Present pressure downstream of valve
36.7
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
20.0
(psi)
Present max outlet pressure
36.5
(psi)

Valve 16
Total zone flow
199.8
US gpm
Min allowable outlet pressure
0.0
(psi)
Max allowable outlet pressure
60.0
ipsi)
Allowable outlet pressure variation
350.6
Actual outlet pressure variation
156.0
Present pressure downstream of valve
46.8
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
20.0
(psi)
Present max outlet pressure
46.7
(psi)

:)ate:� 22-NOV-05
IRRICAD 7.45 System Duty Report
Page 1
Client
SUNSET POINTE
Site
SURFACE DRIP DESIGN
Designer
DEREK EWING
Date
24 October 2005
Notes
FLUSH MODE
WATER SUPPLY : Supply no.
Duty
Time
Time
No.
On
Off
1
1: 0:
0 1: 1: 0
2
1: 1:
0 1: 2: 0
3
1: 2:
0 l: 3: 0
4
1: 3:
0 1: 4: 0
5
1: 4:
0 1: 5: 0
6
1: 5:
0 1: 6: 0
7
1: 6:
0 1: 7: 0
8
1: 7:
0 1: 8: 0
9
1: 8:
0 1: 9: 0
10
1: 9:
0 1:10: 0
11
1:10:
0 1:11: 0
12
1:11:
0 1:12s 0
13
1:12:
0 1:13: 0
14
1:13:
0 1:14: 0
Pressure
(psi)
52.5
50.2
52.7
53.2
56.3
60.6
58.8
59.0
58.9
60.2
55.9
56.1
50.0
44.7
Flow
US gpm
217.3
218.0
216.0
337.4
216.0
286.3
280.7
294.8
293.8
298.4
293.9
295.4
401.9
199.8

Date: 22-NOV-05
CRRICAD 7.45 Zone Summary Report Page 1
Client SUNSET POINTE
Site SURFACE DRIP DESIGN
Designer DEREK EWING
Date 24 October 2005
Notes IRRIGATION MODE
9
Valve 1
Total zone flow
160.8
US gpm
Min allowable outlet pressure
15.0
(psi)
Max allowable outlet pressure
22.0
(psi)
Allowable outlet pressure variation
35.0
%
Actual outlet pressure variation
38.9
%
Present pressure downstream of valve
48.0
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
39.6
(psi)
Present max outlet pressure
47.4
(psi)
Valve 2
Total zone flow 163.1 US gpm
Min allowable outlet pressure 15.0 (psi)
Max allowable outlet pressure 22.0 (psi)
Allowable outlet pressure variation 35.0 s
Actual outlet pressure variation 47.1 %
Present pressure downstream of valve 48.0 (psi)
Pressure loss through valve 0.0 (psi)
Present min outlet pressure 38.0 (psi)
Present max outlet pressure 47.4 (psi)
Valve 3
Total zone flow
160.8
US gpm
Min allowable outlet pressure
15.0
(psi)
Max allowable outlet pressure
22.0
(psi)
Allowable outlet pressure variation
35.0
%
Actual outlet pressure variation
55.2
%
Present pressure downstream of valve
48.0
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
37.5
(psi)
Present max outlet pressure
48.5
(psi)
Valve 4
Total zone flow
66.9
US gpm
Min allowable outlet pressure
15.0
(psi)
Max allowable outlet pressure
22.0
(psi)
Allowable outlet pressure variation
35.0
s
Actual outlet pressure variation
12.7
%
Present pressure downstream of valve
28.5
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
28.3
(psi)
Present max outlet pressure
30.8
(psi)
CRRICAD 7.45 Zone Summary Report
Page 2
Valve 5

0
Total zone flow
100.3
US gpm
Min allowable outlet pressure
15.0
(psi)
Max allowable outlet pressure
22.0
(psi)
Allowable outlet pressure variation
35.0
%
Actual outlet pressure variation
22.4
%
Present pressure downstream of valve
36.2
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
31.7
(psi)
Present max outlet pressure
36.2
(psi)
Valve 6
Total zone flow
160.8
US gpm
Min allowable outlet pressure
15.0
(psi)
Max allowable outlet pressure
22.0
(psi)
Allowable outlet pressure variation
35.0
%
Actual outlet pressure variation
39.5
%
Present pressure downstream of valve
45.0
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
37.4
(psi)
Present max outlet pressure
45.3
(psi)
Valve 7
Total zone flow
152.9
US gpm
Min allowable outlet pressure
15.0
(psi)
Max allowable outlet pressure
22.0
(psi)
Allowable outlet pressure variation
35.0
%
Actual outlet pressure variation
34.2
%
Present pressure downstream of valve
40.6
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
37.2
(psi)
Present max outlet pressure
44.0
(psi)
Valve 8
Total zone flow
156.5
US gpm
Min allowable outlet pressure
15.0
(psi)
Max allowable outlet pressure
22.0
(psi)
Allowable outlet pressure variation
35.0
%
Actual outlet pressure variation
44.0
%
Present pressure downstream of valve
36.0
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
30.7
(psi)
Present max outlet pressure
39.5
(psi)
Valve 9
Total zone flow
160.7
US gpm
Min allowable outlet pressure
15.0
(psi)
Max allowable outlet pressure
22.0
(psi)
Allowable outlet pressure variation
35.0
a
Actual outlet pressure variation
45.8
%
Present pressure downstream of valve
34.6
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
29.8
(psi)
Present max outlet pressure
39.0
(psi)
IRRICAD 7.45 Zone Summary Report
Page 3
Valve 10
Total zone flow
160.8
US gpm
Min allowable outlet pressure
15.0
(psi)
Max allowable outlet pressure
22.0
(psi)
Allowable outlet pressure variation
35.0
Actual outlet pressure variation
34.7
%
Present pressure downstream of valve
38.0
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
35.2
(psi)

Present max outlet pressure 42.2 (psi)
Valve 11
Total zone flow
160.8
US gpm
Min allowable outlet pressure
15.0
(psi)
Max allowable outlet pressure
22.0
(psi)
Allowable outlet pressure variation
35.0
%
Actual outlet pressure variation
30.8
%
Present pressure downstream of valve
39.5
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
34.6
(psi)
Present max outlet pressure
40.7
(psi)
Valve 12
Total zone flow
161.2
US gpm
Min allowable outlet pressure
15.0
(psi)
Max allowable outlet pressure
22.0
(psi)
Allowable outlet pressure variation
35.0
%
Actual outlet pressure variation
45.9
%
Present pressure downstream of valve
36.7
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
29.8
(psi)
Present max outlet pressure
39.0
(psi)
Valve 13
Total zone flow 162.0 US gpm
Min allowable outlet pressure 15.0 (psi)
Max allowable outlet pressure 22.0 (psi)
Allowable outlet pressure variation 35.0 %
Actual outlet pressure variation 27.9 %
Present pressure downstream of valve 31.9 (psi)
Pressure loss through valve 0.0 (psi)
Present min outlet pressure 28.6 (psi)
Present max outlet pressure 34.2 (psi)
Valve 14
Total zone flow
51.3
US gpm
Min allowable outlet pressure
15.0
(psi)
Max allowable outlet pressure
22.0
(psi)
Allowable outlet pressure variation
35.0
%
Actual outlet pressure variation
13.8
%
Present pressure downstream of valve
28.5
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
27.3
(psi)
Present max outlet pressure
30.1
(psi)
CRRICAD 7.45 Zone Summary Report
Page 4
Valve 15
Total zone flow
125.6
US gpm
Min allowable outlet pressure
15.0
(psi)
Max allowable outlet pressure
22.0
(psi)
Allowable outlet pressure variation
35.0
%
Actual outlet pressure variation
15.8
%
Present pressure downstream of valve
36.7
(psi)
Pressure loss through valve
0.0
(psi)
Present min outlet pressure
33.6
(psi)
Present max outlet pressure
36.7
(psi)
Valve 16
Total zone flow 132.4 US gpm
Min allowable outlet pressure 15.0 (psi)
Max allowable outlet pressure 22.0 (psi)
Allowable outlet pressure variation 35.0 %

Actual outlet pressure variation 51.3 %
Present pressure downstream of valve 46.8 (psi)
Pressure loss through valve 0.0 (psi)
Present min outlet pressure 36.8 (psi)
Present max outlet pressure 47.1 (psi)

Date: 22-NOV-05
IRRICAD 7.45 System Duty Report
Page 1
Client SUNSET POINTE
Site SURFACE DRIP DESIGN
Designer DEREK EWING
Date 24 October 2005
Notes IRRIGATION MODE
WATER SUPPLY : Supply no.
Duty
Time
Time
No.
On
Off
1
1: 0:
0 1: 1: 0
2
1: 1:
0 1: 2: 0
3
1: 2:
0 1: 3: 0
4
1: 3:
0 1: 4: 0
5
1: 4:
0 1: 5: 0
6
1: 5:
0 l: 6: 0
7
1: 6:
0 1: 7: 0
8
1: 7:
0 1: 8: 0
9
1: 8:
0 1: 9: 0
10
1: 9:
0 1:10: 0
11
1:10:
0 1:11: 0
12
1:11:
0 1:12: 0
13
1:12:
0 1:13: 0
14
1:13:
0 1:14: 0
1
Pressure
(psi)
50.3
51.0
53.4
40.6
53.8
48.2
42.3
40.5
44.0
46.1
38.7
34.0
33.6
43.3
Flow
US gpm
160.8
163.1
160.8
167.2
160.8
152.9
156.5
160.7
160.8
160.8
161.2
162.0
176.9
132.4

SUNSET POINTE SUBDIVISION
Goodman Lake Road
Salisbury, Rowan County, North Carolina
DATE December 14, 2005
TIME: 11:23:03 AM
ANTI -FLOATATION: TANK DIMENSIONS - 20,000 Gallon Recirculation Tank w/ Baffle
OUTER LENGTH:
21.33
FT
INNER LENGTH:
20
FT
OUTER WIDTH:
11.33
FT
INNER WIDTH:
10
FT
OUTER HEIGHT:
15.33
FT
INNER HEIGHT:
14
FT
WT OF WATER DISPLACED: 1 231,178.54 LBS
WT OF TANK:
47,850.44
31,406.76
42,233.40
14,250.00
1,000.00
400.00
137,140.60
LBS
LBS
LBS
LBS
LBS
LBS
LBS
WT OF OVERBURDEN: 16,111.26 LBS
WT OF WATER IN TANK: 124,820.00 LBS
TOTAL: 278,071.86
TOP & BOTTOM
ENDS
SIDES
BAFFLE
RISERS
PUMPS
TOTAL TANK WT
@ 8 INCHES OF COVER
10.0' WATER IN TANK MIN.
WATER 1 231,178.54 < 278,071.86 1 TANK
HARMONY ELEMENTARY SCHOOL 2005 SEPTIC SYSTEM UPFIT 12/14/2005

SUNSET POINTE SUBDIVISION DATE December 14, 2005
Goodman Lake Road TIME: 11:21:42 AM
Salisbury, Rowan County, North Carolina
Zone Number Size (Acres) LF of Drip Line Number of Emitters Flow Per Emitter (GPIT) Dosing Flow Rate Pump Run Time (Min)
1
2.5
54,450
27,225
0.53
160.8
42:05.4
2
2.5
54,450
27,225
0.53
163.1
25:27.4
3
2.5
54,450
27,225
0.53
160.8
42:05.4
4
2.6
56,628
28,314
0.53
66.9
04:34.4
100.3
02:12.8
5
2.5
54,450
27,225
0.53
160.8
42:05.4
6
2.4
52,272
26,136
0.53
152.9
01:13.0
7
2.4
52,272
26,136
0.53
156.5
40:26.8
8
2.5
54,450
27,225
0.53
160.7
11:56.9
9
2.5
54,450
27,225
0.53
160.8
42:05.4
10
2.5
54,450
27,225
0.53
160.8
42:05.4
11
2.5
54,450
27,225
0.53
161.2
43:01.6
12
2.5
54,450
27,225
0.53
162.0
46:40.0
13
2.1
45,738
22,869
0.53
51.3
40:00.0
125.6
49:18.0
14
2.7
58,806
29,403
0.53
132.4
14:19.2
Total Pump Run Time per Day For Dosing
09:37.0

SUNSET POINTE SUBDIVISION
Goodman Lake Road
Salisbury, Rowan County, North Carolina
Component Sizing
# of Units Total
Design Flow
Tank Sizing for Recirculation 4
Advantex Sizing 16
Dosing Basin 1
Wet Weather Storage Lagoon/Basin 1
Flow Per Day
Total Required Volume of Lagoon/Basin
Required CF of Storage
75,000
20,000
80,000
5,000
80,000
75,000
52
DATE December 14, 2005
TIME: 11:34:41 AM
GPD
Gallons
Gallons
GPD
GPD
Gallons (Not Including 2 Ft Freeboard)
Days Required
x
75,000 GPD
3,900,000 Gallons
521390.37 CF (Not Including 2 Ft Freeboard)

NOTE, MOUNT CONTROL PANEL MIN. E FROM
OF 24" ABOVE GRADE ON 4"X4" RESIDENCE
TREATED POST OR ON BLD6 WALL.
RK SERIES SIMPLEX CONTROL
PANEL WITH AUTO -DIALER. AUDIOVISUAL
ALARM
I II I
I II I
15"V $GH 40 FVG
PLAN VIEN - I,. GAL SEPTIC, TANK
N.T.S. STB-964
NOTE, MOUNT CONTROL PANEL MIN. AUDIO
OF 24" ABOVE GRADE ON 4"X4" ALARM
TREATED P05T OR ON BLDG WALL.
SIMPLEX GONTROL
PANEL WITH TELEMETRY. °
UGE FROM
6" MIN
D UNIT BY
SYSTEMS, ING.
I I
SEAL PRECAST
OPENING WATERTIGHT
PRO-5TEP UNIT BY
ORENCO SYSTEMS, ING.
AL -------1-1---J
6" COMPACTED -
STONE
SECTION VIEN - 1,500 GAL SEPTIC TANK
N.T.S. 5TB-964
TANK ELEVATIONS f DIMENSIONS
NOTE,TANK DIMENSIONS t ELEVATIONS BASED ON 5140AF PRECAST SEPTIC
TANK COMPANY, INC. (336-757-5526). OTHER STATE APPROVED TANKS MAY
BE SUBSTITUTED BUT NOT WITHOUT PRIOR APPROVAL FROM THE ENGINEER.
CONTRACTOR SHALL VERIFY DIMENSIONS AND ADJUST GRADES AND FLOAT
SETTINGS AS REQUIRED TO CAUSE FLOW AND DOSING AS CALLED FOR.
TANKS SHALL NOT BE PUMPED DURING EXTREMELY WET CONDITIONS.
s
i
"`
Individual STEP Tank Details
FM
PIEDMONT DESIGN
C
a
Sunset Pointe
Swet Pointe Development, Id C
831 Mitchell Avenue
Associates, P.A.
�]
$
'
Goodman Lake Road
Salisbur , Rowan County, NC
Salisbury, NC 28144
704-640-0864
SWI,114watfiaaCmer �asn�ee nay"

3 26"
MANUFACTURED BY.
Shod Precast Septic Tank, Inc.
•
4190 West U.S. Hiahwa�
Top View
III s
_64
Lezindon„NC 27295
II II
Jimmy Shoaf 336-787-5825
e IMUL Para+
II II
171,
w
II II �19
MQUID CAPACITY:1.517 Gallons
_ —I
xenaU to Width Ratio
II al
88
I f
I
II 11
conaace. 3.6w PM minimum
II II l�17"L.
aaamre:s•>e"aio-Pais •raided wire in top,
]ids;
Ifs"
i oiia is mmused
II II 1 Outlet Part •
bottom, and, and alth r
� 1° Generate oovar. lddithmai
knookoutz
11 II
reialonyni in the top and battam. /' r+eban at
II II
IS' an oaetw eaeb weY. a Hrre the width. and S
60"
40"
barn the WaSM.
Note:
Optional square or round access openings usage.
#0!
rebar or equivalent handles
" N
t ' 17 "",
rS%isesr ii ,
R"ni"ed 1 17• _ 15.• —
f i>tieears i! 7
i Be
U"
126"
10"�
7-7 Z
_ I I
llHl I
I1
LJ
Filtered Tee
'San
�III
:~I
IrI
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I I
" o
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--_
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_
122"
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66"
67"
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II
II
25•, J
0 06 a E5
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!tad 91erI 4®� npendroai. P�
a uarl !s aoq rV witboat
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66" I �ltaaostete_someat�-s_m_ ti
fit" Boa = 1' a cow _

BiotubeO Pump Vault
Applications
Orenco's patented* Biotube Pump Vaults are ideal for filtering and
transporting effluent from septic tanks or separate dosing tanks in
effluent pumping systems. They prevent large solids from leaving the
tank, dramatically improving wastewater quality and extending the life
of downstream treatment systems. Each pump vault houses either one
(Simplex) or two (Duplex) High Head Effluent Pumps, discharge
assembly(ies), Biotube filter cartridge, float switch assembly, and float
stem bracket. Pump(s), float switch assembly, and discharge assembly(ies)
are ordered separately.
7rencos Biotube Pump Vault
omes with Biotube filter cartridge,
coat stem biacket, and support
Pipes. The unique Biotube filter
artridge provides a large filter
urface area (see specs. on back
n a small space, to resist clogging
vhile providing maximum
ong-term protection.
'Covered by patent numbers 5,492,635 and 4.439,323
APS-M-7
Rev. 22 © 9/M
Standard Featuresn& Benefits
• Installs quickly in Removes approxi-
new or existing mately two-thirds of
tanks suspended solids,
• Easy access design
allows filter car-
tridge removal with-
out pulling the pump
or vault; simplifies
filter inspection and
maintenance
• Patented Biotube
filter has several
times the filtering
capacity of other
pump vaults
on average
• Accommodates
Simplex or Duplex
configuration, for
use with one or
two pumps
• Float stem bracket
allows easy removal
and adjustment of
float assembly
• Sturdy, molded
polyethylene and
corrosion -proof
construction
ensure long life
Biotube Filtering Process
Effluent from the
enters the annular
relatively clear zone
space between the
of the septic tank,
housing and the
between the scum
Biotubes, utilizing the
and sludge layers,
Biotubes' entire
enters the Biotube
surface for filtering.
Pump Vault through
Particles larger than
inlet holes in the
the Biotube's mesh
housing. Effluent then
are prevented from
leaving the tank.
Orenco Systems°
Incorporated
05anging the Way the
MwM Doer lWistetuater�
www.ovenco.com

Model Code for Ordering
Biotube° Pump Vault
PVU 00 - 00 00
T
Indicates inlet hole height: (inches)
Cartridge height: 18", 24", 36" standard
Vault height: 57", 66"-96" in 6" increments
Universal Pump Vault
df .9
�v
Easy access design allows filter cartridge removal without
pulling the pump or vault,' simplifies filter inspection and
maintenance
Biotube Cartridge Effective Filter Surface Area
Cartridge Height 12" Diameter
18" 15.5 ft2
24" 20.6 ft2
36" 30.9 ftz
Orencos Biotube Pump Vault is available in standard and
customized configurations. Contact Orenco oryour nearest
distributor for sizing recommendations.
Tank Access and Riser Diameter
Biotube Pump Vault Components
"
Discharge pipe
Vault
-A
Flow inducer
Biotube® handle
j
_ assembly
Float switch
assembly
(ordered sep.)
Biotube® filter
cartridge
Inlet holes
High head
effluent pump(s)
(ordered sep.)
To Order
Call your nearest Orenco Systems®, Inc. distributor.
For nearest distributor, call Orenco at 1-800-348-9843 or go to
www.orenco.com and click on "Distributor Locator."
© Orenco Systems® Inc 2001
Biotube Series Tank Access Dia. Tank Access Dia. Riser Dia.
Minimum Recommended Minimum
PVU w/Simplex Pump 19" 20" 24"
PVU w/Duplex Pumps 19" 20" 30"
Distributed By:

Pump Selection for a AX100 System
Prepared for you by: - Lori Farley
Input Parameters
Number of Nozzles per Pod
32
Pod Inlet Pressure
4.5
psi
Pods per Zone
1
Distributing Valve Model
None
Lift to Manifold
8
feet
Transport Length
100
feet
Transport Pipe Class/Schedule
40
Transport Line Size
2
inches
Discharge Assembly Size
2
inches
Flow Meter
None
inches
Add -On Friction Losses
0
faat
Calculation
Flow Rate per Nozzle
1.69
gpm
Number of Nozzles per Cell
32
Total Flow Rate per Zone
54.2
gpm
Frictional Head Losses
Head Loss through Distributing Valve
0.0
feet
Head Loss in Transport Pipe
4.7
feet
Head Loss through Discharge
5.9
feet
Head Loss through Flow Meter
0.0
feet
Add -On Friction Losses
0.0
feet
Size Pump
Design Flow Ratel
54.2
gpm
Total Dynamic Headl
29.0
feet
150 F.
0 10 20 30 4D 50 60 70
Net Discharge, gpm
ca
Orenco Systems'
Incorporated
814AIRWAYAVENUE
SUTHERLIN, OREGON
97479
TOLLFREE:
1BBBI34B-9843
TELEPHONE
1541I 4594449
FACSIMILE:
1541)459-2884

Commercial Biotube' Effluent Filters
Applications
Our patented* Biotube Effluent Filters in 8", 12", and 15" diameter sizes
are ideal for large residential, commercial, and community applications.
They prevent large solids from leaving the tank, dramatically improving
wastewater quality and extending the life of downstream treatment systems.
8"Biotube
Effluent Filter
and 15"Biotube
tent Filter
12"and 15 "Biotube Filter
with Slide Rail
Orencos commercially -sized effluent filters are the only effluent filters on the market
capable of handling large wastewater flows. Standard models have up to 52 ftz of Ater
area, to insist clogging while providing maximum long-term protection. Large filter
area increases the time between cleanings.
'Covered by patent numbers 5.492,635 and 4,439.323
To Order
Call your nearest Orenco Systems', Inc. distributor. For nearest distributor,
call Orenco at 1-800-348-9843 or go to www.orenco.com and click on
"Distributor Locator."
APSTM-1
Rev. 3.0 ©10102
Orenco Systems®, Inc.
Standard Features & Benefits
• The only large,
mitigating surges
commercial -size
and increasing
effluent filter
retention time
available
Extendible car -
Removes about
tridge handle,
two-thirds of
simplifies filter
suspended solids,
removal
on average,
Easy to clean by
extending drain-
simply hosing off
field life
filter cartridge
• Flow modulating
Corrosion -proof
discharge orifices
construction, to
to limit flow rate
ensure long life
leaving tank,
Optional
Biotube
Features &
Filtering
Benefits
Process
• Alarm available, to
Effluent from the
signal the need for
relatively clear zone
cleaning
of the septic tank,
• Slide Rail System
between the scum
available, required
and sludge layers,
when there is only
horizontally enters
one tank access to
the Biotube Effluent
the effluent filter
Filter through inlet
compartment
holes in the housing.
• Multiple filters may
Effluent then enters
be used to accom-
the annular space
the housing
modabetween
larger
and the Biotubes,
flows
flows
utilizing the Biotubes'
entire surface for
filtering. Particles
larger than the
Biotube's mesh are
prevented from
leaving the tank.
Orenco Systems
Incorporated
Changing the Way the
WortdDnrr Wastewater'°
www.orenco.com
www.vericamm.net

Select Biotube Filter to
Match Design Flow and
Desired Cleaning Interval
This chart shows the relationship between
Biotube Filter size (diameter), design flow, and
mean time between cleanings. The larger the
filter and the smaller the flow, the longer you
can go between cleanings. For example, a
typical 3-year cleaning frequency would
require an 8" filter for up to 2,500 gpd, a 12"
filter for up to 5,000 gpd, and a 15" filter for up
to 8,500 gpd.
Modulating orifice calculations are also
required for applications with surge flows.
See NDA-FT-FT-1 for more information.
Model Codes for Ordering
8", 12" and 15" Biotube
FT Series Biotube Effluent Filters
10,000-
9,000 -
8,000-
a
cL 7,000-
6,000-
5,000-
4,000- FT7S
3,000- 00 Series
as FT 7
2,000- z00 Series
FT0800 Series
1,000-
0-
3 4 5 6 7 8 9 10 11 12
Mean Time Between Cleanings (years)
00 00 - 36 =
I Add codes for standard options:
A = float bracket
R = slide rail (12" and 15" only)
Cartridge height, 36" standard
Housing height (inches)
54 = Tank MLL*, 46" - 63"
60 = Tank MLL*, 64" - 84"
66 = Tank MLL*, 85" - 112"
Filter diameter (inches):
08 = 8"
12 = 12"
15 = 15"
P = 1/16" filtration
Blank= 1/8" filtration
Biotube effluent filter series
* MLL = Minimum Liquid Level = Invert of Outlet to Tank Floor
Distributed By:
g°',1Z', and 19' Biotube Effluent Filter
Handle
assemt
Biotube
cartridc
Inlet ho
Housint
Extendible
handle
Discharge
coupling with
flow modulating
orifice
Support coupling
and bracket
(12" and 15" only)

��
If
BiotubeO Pum
Vault
Installation and Maintenance Instructions
Model PVU
• ONLO,
Ca
Orenco Systems'
Incorporated
1-800-348-9843
The Biotube Pump Vault' is suspended in the septic tank by schedule 80 support pipes. The vault comes with a Biotube filter
cartridge, float stem bracket, and support pipes. Each pump vault houses either one (Simplex) or two (Duplex) High Head
Effluent Pumps, discharge assembly(ies), Biotube filter cartridge, float switch assembly, and float stem bracket.
1. The Biotube Pump Vault's support pipes are typically pre -installed.
If you need longer pipes, you can cut them in the field. Remove one
support pipe screw, pull the standard support pipe out, and re-
install your longer ones.
If you're installing Orenco's longer, 30" support pipes (instead of
cutting your own), position the support pipes with the long end ori-
ented towards the flow inducer, so that the pre -drilled holes are
outside the bracket. Screw down the stainless steel screws until
1/4" of thread is showing, to lock the support pipes into place.
2. Gently lower the vault into position in the access riser. The support
pipes should rest on the top of the tank (unless the vault was
designed specifically to rest on the bottom of the tank).
Important. If the tank is full of sewage, rest the vault on top of the liq-
uid surface and lower it by filling the vault with water (from a hose) to
prevent any floating materials from entering the vault through the inlet
holes, as well as to counteract the buoyancy of the empty vault
Support,pl. screws
•. t • .
Flp�xr �+
�
i 9
i dti Supp e,
pport • •-
T °bracket
Step 1: Preparing the support pipes
Step 2. Lowering vault into riser
yt
s
�4:
,!+
c`
�£_ �7?h�a};3=,3o`;f'�ex��d�'Y';°t't`rxr. �J'.
�'.?�:. Je .`•
Important: Sinking the vault
NIN-M-1
Rev 1.0, © 04102
' U.S. Patent Nos. 4,439,323 and 5;492,635 Page 1 of

Installation Instructions (continued)
3. Lower the pump and discharge assembly into the flow inducer.
Be careful not to cut the pump cable on the top edge of the flow
inducer.
4. Position vault in the riser so that the support pipes do not interfere
with plumbing or wiring. When placed correctly, the vault should
clear the splice box and the discharge valve assembly.
5. If you have deep access risers and need longer cartridge handles
or float stem assemblies to facilitate manintenance, install 1" diam-
eter PVC pipe extensions. For handle assembly, remove set screws
from cross bar, install additional PVC pipe, then reinstall cross bar.
6. Connect pump and floats as described in the appropriate instruc-
tion sets (see "Discharge Plumbing Assemblies," NIN-HV-HV-2, and
"Float Switch Assemblies" NIN-MF-MF-1).
NIN-PVU-1
Rev 1.0, © 04/02
Page 2 of 6
�gZ p
xy
�
1.P
at� '� j0 � � • .?
F
'L
- d
f
Step 3: Lowering pump and discharge assembly
u
� r
� �
�A � Ik 1./`j
.F. �
yl•
/i
6
Step 4: Maintaining adequate clearance
t -
+S�
Step 5: Extending handle assembly

BiotubeO Pump Vault
Maintenance Instructions
Model PVU
Inspecting the Filter Cartridge
Orem'o Systems
hcorpomted
1-800-348-9843
Determine whether the Biotube effluent filter needs cleaning by testing the change in the tank's liquid level when the pump is
on. Turn the recirc pump on by flipping the MOA switch in the control panel to Manual. Watch the liquid level inside the
screened vault as the pump is running for about 30 seconds to determine if there is any noticeable liquid level differential
between it and the tank liquid level. Return the MOA switch to Auto. When the liquid level difference between the inside and
outside of the vault is about two inches or more, of if the low-level alarm is activated, the Biotube cartridge may need to be
cleaned. **
Filter Cartridge Cleaning
1. Disable power to the pump. This can easily be done by switching
the HOA switch to the "Off" position, flipping the pump control cir-
cuit breaker(s) and the control circuit breaker to "Off." All these
features should be readily accessible in the control panel.
2. If the discharge assembly contains a ball valve, make sure it is
completely closed. If necessary, disconnect the union in order to
allow removal of the filter cartridge.
3. Slide the cartridge out of the vault and hold it over the open inlet of
a septic tank. The float assembly may need to be removed.
Carefully spray the buildup that has formed on the cartridge tubes
back into the the tank. Do not clean over open vault! If significant
solids are evident in the bottom of the vault, go to step 5 for clean-
ing the vault.
Important: After cleaning the filter cartridge, inspect the pump vault,
pump, and float stem assembly- If any further maintenance is required,
do not replace the filter cartridge as described in Step 4. Go to step 5.
* U.S. Patent Nos. 4,439,323 and 5,492,635
i_=aSi-£et=
R 6
Step 1: Turning power off
7�
Step 2. Closing ball valve
4'
444
Step 3. Cleaning the filter cartridge
** premature plugging of the cartridge may result from abuse of the system. Such abuse might take the form of a large scale home canning project with con-
current overuse of the garbage disposal. More likely though, it will be excessive inflow resulting from a plumbing leak under the house, a leaky septic tank, a
homeowner taking in laundry, two or more families using a tank designed for one, etc. Plugging of the cartridge, however, should be considered a success,
not a failure, as the cartridge serves to protect the integrity of the collection and treatment facilities. Cleaning a cartridge is quick and easy and infinitely
preferable to the damage that solids carryover can cause downstream in the system. NIN-PVU-1
Rev 1.0, © 04/02
Page 3 of 6

Maintenance Instructions (continued)
4. Slide the cartridge back into the vault. Make sure to open the
ball valve.
Go to Step 9.
Vault Removal and Cleaning
The vault does not normally need to be removed for basic cartridge
cleaning. However, when pumping the tank, it may be necessary to
inspect and clean the vault.
5. Pull the pump. (Be sure you've closed the ball valve, as shown in
Step 2.) Service the pump and float assembly, as described in their
respective instructions.
NIN-PVU-1
Rev 1.0, © 04/02
Page 4 of 6
Step 4: Slide filter cartridge back into vault
x" r
y L�"
S
Step 5: Pulling the pump

Maintenance Instructions (continued)
6. Slowly lift the Biotube vault out of the tank, allowing the effluent in
the vault to empty out the drain flap. Any solids should be dumped
back into the septic tank.
7. Slide the cleaned cartridge (see Steps 1-4) into the vault. Clip the
float stem assembly onto the cartridge. Return the vault into the
tank and gently lower the pump into the vault.
Important: To prevent the vault from Floating and the cartridge from being
fouled by solids floating in the tank, it is essential to run clear water (as
from a hose) into the vault to sink it. If the pump chamber has been
pumped, refill the tank with clean water to the systems normal operating
level.
8. Connect the union and make sure the ball valve is open.
9. On the form that follows, record that you have cleaned the car-
tridge. Also record any observations that you made regarding the
tank or system in general.
10. Return power to the system.
Make sure to clean up thoroughly when finished.
Step 6: Lifting vault from tank
Step 7: Sliding filter cartridge back into vault
^�A �11M
}
l
Important: Sinking the vault
Step 9: Recording activities
NIN-PVU-1
Rev 1.0, © 04102
Page 5 of 6

P,
Inspection/Maintenance Form
Date installed:
Vault Model:
Tank Model: Size: Single/Double Compartment:
Date
Inspected
Cartridge Cleaned?
Yes No
Visual Inspection
Notes:
--
- -- -----
NIN-PVU-.l
Rev 1.0, 04/02
Page 6 of 6
a mqx-w
CO
Oren'o Systems*
Incorporated
1-800-348-9843

MTHERMOLECLTD.r
.4
Installation instructions for THERMO X AIR
Please read instructions carefully, before installation. y`
Mechanical Installation.
1 - The air direction may be either vertical or horizontal, but when the unit is installed horizontally
the cut-out cover must be on top.
Thermal cut-out
Cover
2 - Do not install elbows
closer than 8 inches to
the inlet or the outlet
of the unit.
Top O.K.
O.K.
Filter' Fan
8" 8",
16"
Air flow
3 - Use 6" round insulated
duct for the inlet connection
and uninsulated for the outlet.
Minimize the use of elbows.
4 - The electronic controller ajust the heating capacity to the volume of air and shuts down the heater
when there is no air flow. The minimum amount of air required (in cubic feet per minute) to operate
the unit is given in the last column of the table on side 2 (CFM).
5 - Attach the unit to a
suitable support.
This model is small enough
to be located between
standard 16" spaced floor
joists. Always allow a
minimum 1/2" clearance
above the heater.

Electrical Installation
1 - Please conform to all local and national electrical codes for wiring. The system should be supplied
by a separate cable, of appropriate gauge, and with appropriate protection.
Please refer to the following table.
Mini Fresh Air Make-up
Recommended wire gauge and protection
Min.
Models
Collar
Wire
Air Flow
THERM®X AIR
Dia. KW Volts Amps.
Gauge
Fuses
CFM
FER-6-1.5-120
6 1.5 120/1 12.5
14
15
15
FER-6-1.5-240
6 1.5 120/240/1 6.25
14
15
15
FER-6-2.0-240
6 2.0 120/240/1 8.3
14
15
20
FER-6-3.0-240
6 3.0 120/240/1 12.5
14
15
30
To convert the air flow to liters/sec., multiply the value in CFM by 0.47.
2 - Install the one touch room control in an appropriate location on the wall according to the user's
choice.
3 - After installing and wiring the system, use the potentiometer to adjust the desired temperature
and the fan speed control to adjust the air volume.
4 - A connection to drive simultaneously a 120VAC max. 3 amps. exhaust fan is supplied to be used
if required.
Remember: For technical assistance, please use our free help line: 1-800-336-9130
Automatic Reset Thermal Cut-out
Safety feature preventing overheating; will reset automatically after cool -off.
Air Flow Sensor
Modulates the heating capacity according to the quantity of air flowing through the heater.
Manual Reset Thermal Cut-out
Additional safety feature which prevents the frame from overheating.
Temperature Sensor
Controls the heater proportionally to maintain the pre-set air temperature in the duct.
Open Coil Elements
Made of the highest grade nickel -chrome resistance wire, they will not age or oxidize,
thus assuring longer heater life.
Washable Filter
Easy access filter.
Enclosure
Corrosion resistant galvanized steel.
Fan
High quality tube axial fan with ball bearings for lowest noise and longest life.
Fan Speed Control
To adjust the air volume.
Built-in Electronic Temperature Controller and Sensor
Proportionally modulates the heating load to match the exact capacity required,
thus minimizing operating cost.
Round Collars
Simplifies the installation and considerably reduces field labor.
Connection for Exhaust Fan Supplied
120VAC up to 3 amps. max. output to drive simultaneously
an exhaust fan when required.
One Touch Room Control
Ci Q Allows full or intermittent ventilation.
o Pilot lights indicate the selected mode.

P
Ventilation Fan
Applications
Orenco Ventilation Fans are used in some larger
AdvanTexTD" Treatment Systems to gently push air through
the textile media, ensuring adequate oxygen is available for
biological treatment.
Specifications
Dimensions
Submittal
Data Sheet
General
..qLjr
Orenco Systems"
Incorporated
1-800-348-9843
Orenco Ventilation Fans feature a UL recognized and UV
protected resin housing, allowing the fan to be mounted
in outdoor and wet locations, with air temperatures up to
1400 F. The fans are caulked at the motor screws, wiring
cables, and along the seams of the fan to prevent moisture
from entering the housing. The wiring box features a water-
proof gasket.
Standard Models
FR100, FR150, FR225, FR250
Model FR10D
Model FR150
Model FR225
Model FR250
A - Inlet/Outlet Diameter (in.)
3.875
5.875
7.75
9.75
B - Overall Housing Diameter (in.)
9.5
11.75
13.25
13.25
L - Fan Body Length (in.)
9.125
8.375
12.5
9
Performance Data
Model FR100 Model FR150 Model FR225 Model FR250
Watts 19 90 137 225
Volts 115 115 115 115
Power Costs Per Month ($)*
$1.09
$5.16
$7.89
$12.96
CFM at 0" H2O Static Pressure
108
243
429
563
CFM at .4" H2O Static Pressure
72
196
366
493
CFM at .8" H2O Static Pressure
19
142
297
419
CFM at 1.5' H2O Static Pressure
na
18
168
294
approximate for continuously running fan, at national average power cost of .08 kWhr
Materials of Construction:
Ventilation fan Housing: Thermoplastic resin (Noryl)
NSU-ATX-VF-I
Rev. 2.0, © W01
Page 1 of 1

Orenco TCOM
Remote Telemetry Board
Model: ATRTU-NET
Applications
Orenco's line of affordable remote telemetry units give
water/wastewater system operators and maintenance organi-
zations the ability to monitor and control each individual
system's performance remotely, with real time efficiency.
Ideal for:
Wastewater Collection and Treatment
• Water Systems
FrnAi nm t�i Mnnit—inn
Features/Unique Specifications
To specify this panel for your installation, require the
following:
• Automatic call -out to pagers during alarm conditions or
when panel detects trends that could lead to system failure
• Ability to maintain logs for system conditions and events,
such as Pump Run Time, Pump Cycles, and Alarm Conditions
• Downloadable logs into a *.dif or ASCII format for simple
conversion to common spreadsheet or word processor
programs
Pis
Orenco Systems®
Incorporated
Changing the W/,tp fire
IVIW Uort Wzsrrrvatrr"'
www.orenco.com
• No proprietary computer software needed for remote moni-
toring and control. VT100 protocol allows remote access
and control from any computer modem (Mac or PC) with
a simple communications program (e.g. Windows®
HyperTerminal)
• Multi -level password security to ensure that only qualified
personnel can remotely access site
• Simple interface using status, reference, and control para-
meters (Points). Points are viewable/editable by the opera-
tor. The following "point" types are supported:
— Digital: on or off condition
— Analog: numeric range (± 19,999,999.99)
— Date: mm/dd/yy format
— Time: 24 hour clock
— Label: Text Q character max)
• Program logic (Rules) consists of simple conditional
"If ... Then" declarations. Rules can be written based on
several operands, including the following:
— Input / Output status
— Point status
— Date: mm/dd/yy format
— Time of day: 24 hour clock
— Timers
— Historical data (allows for control optimization or detec-
tion of trends)
• Schedule Functions to control digital "Points" based on date
or day of week / time
• Automatic daylight savings time adjustment
• Optional graphical interface software to view system status
and permit interactive system control
• Optional Automated Data Collection software for gathering
alarm conditions
• Ability to upload new programming remotely
• Ability to upload firmware updates remotely
ATO-CP-TCOM-1
Rev.1.0 © Z104
Orenco Systems®, Inc.

Orenco TCOM Remote Telemetry Board
Model: ATRTU-NET
Hardware Specifications
Physical Size
5.75" x 8.0"
Terminations
• Removable terminal blocks with screw compression
terminals
• Accepts 12 to 22 AWG solid or stranded wires
Digital Input Features
• Number of inputs: 8
• Discrete or pulse (25 pulse/sec max.)
• Self powered: 24 VDC at 10 mA max.
• Yellow LED input indicators
• Optically isolated
Analog Input Features
• Number of inputs: 8
• Expandable to 16 inputs with expansion board
• Input Signal: 0-5 VDC, or 4-20 mA (jumper)
• Linear or 10k ohm thermistor scaling
• A/D resolution: 12 bits
Digital Output Features
• Number of outputs: 8
• Expandable to 16 outputs with expansion board
Analog Output Features
• Number of outputs: 2
Output Signal: 4-20 mA
D/A resolution: 8 bits
Communication Ports
• RS-232 port (9 pin)
On -board modem: 9600 baud (RJ11 phone jack)
Ethernet port (10 base T, RJ45 jack)
Modbus port (R5422/485 terminals)
Sensor/External Relay Power Supply
• 5 VDC, 30 mA max.
• 24 VDC, 350 mA max.
Power Requirements
• 24 VDC,1.2 A
Environment
• 32• F to 122- F (0- C to 50- C)
• 5% to 95% RH, non -condensing
Firmware Specifications
Safety Features
• Non-volatile memory backup of program
• Lithium battery backup of data and program settings
(1-year storage without power)
• Hardware Watchdog Timer to restart system in the event of
a program corruption
• Battery backup to allow continued monitoring and alarm
functions during power outage (optional)
Logs
• Activity log (a min. of 2048 defined digital events)
Alarm log (up to 240 board -level events)
• Custom designed user logs for recording Flow, level, alarms,
etc. (up to 32 individual logs, with a total of 65,472 logged
data points)
• Maintenance log (up to 64 entries of 60 characters)
Control Parameters (Points)
• 480 points available
Program Logic (Rules)
• 800 rules available
Schedules
• 32 Time and/or Day of Week events
• 16 Date -based events
Alarm Callout Capability (Mailboxes)
• 8 mailboxes available
• Alarm Callouts for numeric paging
• Alarm Callout to computer monitoring system (requires
software)
Networking Protocols
• Ethernet (permits peer -to -peer communications, up to 16
peers)
• Modbus (permits our controller to serve as master or slave)
a. When "master," permits connection to off -the -shelf
non-proprietary devices that support modbus protocols.
Can control and monitor up to 32 slaves.
b. When "slave," permits connection to and communication
with modbus masters.
ATD-CP-TCOM-1
Rev.1.0 © 2/04
Orence Systems®, Inc.

PIP
Submittal
Recirculating Splifter ValveS Data Sheet
Applications
Orenco Recirculating Splitter Valves provide a guaranteed flow
splitfor accurate recirculation in onsite septic systems.
Inspection Port
Discharge Baffle
(enclosed)
Return Ports
PVC Pipe (stinger pipe)
(not included)
Buoy
Buoy Cage
ions
General
• .i7
Orenco Systems&
Incorporated
1-800-348-9843
Orenco Recirculating SplitterValves (RSVs; US Patent #5,480,561)
are constructed of PVC and rubber components for corrosion
resistance. The RSV redirects 100% of the incoming flow to the
recirculation tank during periods in which the buoy is not seated,
and 80% when the buoy is seated. An inspection port is provided
for routine maintenance.
Standard Models
RSV2U,RSV3U,RSV4U.
Nomenclature
RSV X U
Unions included with product
Indicates inlet and exit pipe
size (inches).
Model
RSV21J
RSV3U
RSV4U
A (in)
51/2
71/2
91/2
B (in)
161/4
181/2
203/4
C (in)
2
3
3
Cage Diameter (in.)
13
13
13
Cage Height (in.)
191/4
191/4
191/4
Buoy Dia. (in)
11 1/2
11 1/2
11 1/2
Return Port Size (in)
3/4
1
1 1/4
Maximum Flow (qpm)t
60
100
150
t Inlet flow performance based on an inlet head pressure of three feet
Materials of Construction:
All Pipe & Fittings: PVC Sch. 40 per ASTM specification
Buoy. Rubber
NSU-SF-RSV-2
Rev. 2.1, © 9/99

11-
Submial
Float Switch Assemblies Data Sheet
Applications
Float switches are used to signal liquid level positions for alarm
and pump control applications. Orenco float switch assemblies
can be mounted in pump vaults, effluent screens, pump basins,
and risers. Float switch assemblies are preassembled with one or
more floats mounted on a 1" PVC float stem. ABS float collars are
used to provide secure mounting that is easily adjustable.
Off
Float stem
The "On" and "Off" positions describe normally open floats. For
normally closed floats, the functions are reversed.
Materials of Construction
General
am
oreneo Systems'
Incorporated
1-800-348-9843
All models listed are horsepower -rated and UL listed and CSA
certified for use in water or sewage. Model "A" floats are
also CE certified for sale in European Union countries.
Floats are typically ordered in assemblies that include a float
stem (ordering explained below) and float collars.
Standard Models
A, B, C, D, G, T
Nomenclature
MF00-0
TCord length (feet):
Blank = 10' cord (standard)
20 = 20' cord
30 = 30' cord
Float switch model (from top of the tank down)
A,B,C,D,G,T
Number of float switches (for multiples of the same model)
Blank = no float collar (for single floats only)
Mechanical or mercury float switch assembly
Examples: An MFAB indicates one 'A"float and one "B"float,
with the " 8" float being lower on the float stem, an MF3AT
indicates three "A" floats and a "T" float (in order from the top
of the float stem down).
Float housing: Impact -resistant, noncorrosive PVC plastic for use in liquids up to 140" F (60" C)
Float cord: Flexible 2-conductor (UL, CSA) SJOW; water-resistant (CPE); neoprene coating
Float collar: ABS
NSU-MF-MF-I
Rev. 1.0, © 8/03
Page 1 of 2

Specifications
Signal -rated floats for control switch applications
Float
State
Type
IR
Voltage
Amps
Hp
Tether
X
Y
Drawdown
A Model
Open
MERC
Yes
n/a
n/a
n/a
2.00
n/a
n/a
n/a
T Model
Closed
MERC
Yes
n/a
n/a
n/a
2.00
n/a
n/a
n/a
Motor -rated floats for pump switch applications
float
State
Type
IR
Voltage
Amps
Hp
Tether
X
Y
Drawdown
B Model
Open
Mech
No
120V
230V
13A
13A
112 hp
1 hp
2.00
2.50
1.50
4.00
3.00 3.00 1.50
4.75
4.00 3.25 1.50
4.75
C Model
Open
Mech
No
120V
230V
13A
13A
112 hp
1 hp
2.00
3.00
2.50
5.50
3.00 3.50 3.00
6.50
4.00 4.00 3.50
7.50
5.00 4.50 4.00
8.50
6.00 5.25 4.25
9.50
D Model
Open
Mech
No
120V
230V
15A
15A
3/4 hp
2 hp
2.00
3.00
2.50
5.50
3.00 3.50 3.00
6.50
4.00 4.00 3.50
7.50
5.00 4.50 4.00
8.50
6.00 5.25 4.25
9.50
G Model
Open
MERC
Yes
120V
230V
15A
15A
3/4 hp
2 hp
2.00
1.50
3.00
4.50
3.00 1.75 3.00
4.50
4.00 2.00 3.50
5.50
Notes
Signal -rated vs. motor -rated float switches. Every float has a
maximum amount of current it can handle. Exceeding these limits
may cause premature failure. Signal -rated or "control" floats are
used to activate pump control panels and alarms. Only low
amperage signals pass through these float switches, hence the
float switch is "signal -rated." All Orenco panels that use motor
contactors can use signal -rated float switches. In some systems,
a float switch is used to directly start and stop a pump. In this
application, the current that is running the pump passes through
the float switch as well, and the float switch must be "motor -
rated." In most instances, a motor -rated float switch can be used
as a signal float switch.
State. The default state of a float - normally open or normally
closed- refers to the contact positions in the float when the
float is resting (down).
Type. Floats have mechanical or mercury contactor types. The
important distinction between these is that mercury floats are not
rated for potable water.
IR (intrinsically safe relay). Approved for use with intrinisically
safe, Class I, Division 1 applications, where reliable float switch
operation with very low current is required.
Drawdown. Drawdown (in inches) refers to the difference in
liquid level between a float switch's activation and deactivation
points. Drawdown can be altered by adjusting the tether length of
the float switch cord. When selecting float switches, keep in
mind that any float switch that can directly start and stop a pump
(no motor contactor in the control panel) should have a draw -
down capability, to avoid rapid cycling of the pump.
Voltage, amperage, and horsepower ratings listed are maximum
values, • tether, x/y, and drawdown values are expressed in inches.
NSU-MF-MF-I
Rev.1.0, © Q103
Page 2 of 2

Distributing Valves
Applications
Automatic Distributing Valve Assemblies are used to pressurize
multiple zone distribution systems including sand filters and
drainfields.
ch
Side View
Bottom View
Specifications
Materials of Construction
Submittal
Data Sheet
General
Orenco Systems®
Incorporated
1-800-348-9843
Orenco Automatic Distributing Valve Assemblies are pre -
assembled for customer convenience. Each kit includes a
Hydrotekm Distributing Valve, a section of clear pipe for each
lateral, a ball valve, and the necessary elbows, unions, and
couplings required for complete assembly.
Standard Models
V4402A, V4403A, V4404A, V4605A, V4606A, V5807A, V5808A,
V6402A, V6403A, V6404A, V6605A, V6606A.
Nomenclature
VXXOXA
`Number of active outlet zones
L—Number of available outlet
zones
Model series
All Fittings:
Sch. 40 PVC per ASTM specification
Unions:
Sch. 80 PVC per ASTM specification
Ball Valve:
Sch. 40 PVC per ASTM specification
Clear Pipe:
Sch. 40 PVC per ASTM specification
V4XXX Distributing Valves:
High -strength non -corrosive ABS polymer and stainless steel
V5)= Distributing Valves:
High -strength non -corrosive ABS polymer, stainless steel, and die cast metal
V6XXX Distributing Valves:
High -strength non -corrosive ABS polymer, stainless steel, and die cast metal
Assemblies used to pressurize drainfields at a higher elevation require check valves in the transport lines (check valves sold separately).
Other configurations may vary depending upon system. Contact Orenco for more information.
NSU-SF-VA-1
Rev. 2.1. © 9199
Page 1 of 2

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This article may describe design criteria that was in effect at the time the article was written. FOR CURRENT DESIGN
CRITERIA, call Orenco Systems, Inc. at 1-800-348-9843.
Orenco Automatic Distributing
Valve Assemblies
For Wastewater Effluent Systems
Introduction
Orenco's automatic distributing valve assemblies, pressurized with small high -head effluent
pumps, are useful for distributing effluent to multiple zones. These zones can be segments
of sand filter manifolds, drainfields, or other effluent distribution systems. Distributing
valve assemblies can substantially simplify the design and installation of a distribution sys-
tem and reduce installation costs. This is particularly true where a distributing valve assem-
bly is used instead of multiple pumps and/or electrically operated valves. Additionally, a
reduction in long term operation and maintenance costs is realized due to a reduced size
and/or number of pumps. More even distribution can be achieved on sloping sites by zoning
laterals at equal elevations. This eliminates drainback to lower lines and the unequal distrib-
ution of effluent that occurs at the beginning of a cycle.
Valve Operation
The valve itself has only a few moving parts, requires no electricity, and alternates automati-
cally each cycle. Refer to Figure 1 for the following valve operation description. The flow
of the incoming effluent forces the rubber flap disk O to seat against the valve bottom O.
The opening ® in the rubber flap disk aligns with an opening in the valve bottom to allow
flow to only one valve outlet. The stem O houses a stainless steel spring which pushes the
rubber flap disk away from the valve bottom after the flow of effluent stops. The stem acts
as a cam follower and rotates the rubber flap disk as the stem is raised and lowered through
the cam ©. The force from- the flow of effluent pushes the stem down through the cam and
the stainless steel spring pushes the stem back up through the cam when the flow of effluent
stops. Each linear motion of the stem allows the rubber flap disk to rotate half the distance
necessary to reach the next outlet. When there is no flow, the rubber flap disk is in the "up"
position and is not seated against the valve bottom.
o e
Inlet
IQ
I I �
•
Outlets
Figure 1:
6000 Series Valve
• 1V
asp
Orenco Systems'
Incorporated
1.800-348-9843
NTP-VA-1
Rev.12, ©11/03
Orenco Systems®, Inc.
Page 1 of 6

Figure 2:
Orenco Distributing Valve Assembly (6000 Series Valve)
The Distributing Valve Assembly
The Orenco Automatic Distributing Valve Assembly combines the distributing valve itself and sever-
al other components to give a complete preasselmbled unit that is easy to install, monitor, and main-
tain. Figure 2 shows a complete assembly. Because distributing valves with several outlets can be
difficult to line up and glue together in the field, the discharge lines in the assemblies are glued in
place at Orenco. The unions (1) allow removal and maintenance of the valve. The clear PVC pipe
sections (2) give a visual check of which discharge line is being pressurized. The inlet ball valve (3)
allows a quick, simple method to test for proper valve cycling. The ball valve also stops the flow of
effluent in case the pump is activated unexpectedly during maintenance or inspection. Check valves
may be necessary on the discharge lines. Use of check valves is discussed in the valve positioning
section.
Valve Assembly Hydraulics
Liquid flowing through the valve assembly must pass through fairly small openings and make several
changes in direction. Because of this, headlosses through the valve assembly are fairly high. Table 1
gives the headloss equations for several different assemblies and Figure 3 shows the graphical repre-
sentations of these equations. Orenco recommends that high -head turbine pumps be used to pressur-
ize the valve assemblies to ensure enough head is available for proper system operation. High -head
turbine pumps are also recommended because the use of a distributing valve usually requires more
frequent pump cycling. The high -head turbine pumps are designed for high cycling systems and will
outlast conventional effluent pumps by a factor of 10 or more in a high cycling mode. Furthermore,
the high -head turbine pump intake is 12 inches or more above the bottom of the pump and tends to
prevent any settled solids from being pumped into the distribution valve and obstructing its opera-
tion. A minimum flow rate through the distributing valve is required to ensure proper seating of the
rubber flap disk. Minimum flow rates for the various models are given in Table 1.
NTP-VA-1
Rev.12, ©11/03
Orenco Systems®, Inc.
Page 2 of 6

Table L. Automatic Distributing Valve Assembly Headloss Equations
Model Series FAafion Operating Range (gpm)
V4400A
V4600A
V6400A
V6600A
35
30
E
a) 25
(n
Q
-C 20
0 15
10
rn
0
5
m
a) 0
HL = 0.085 x Q 1.45 10 - 40
HL = 0.085 x Q 1.58 10-25
HL=0.0045xQ2+3.5x(1-e0.06Q) 15-70
HL=0.0049xQ2+5.5x(1 -e 0•1Q) 15-70
= 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70
Flow (gpm)
Figure 3:
Automatic distributing valve assembly headloss curves
The Pumping System
Although the distributing valve was designed for the irrigation industry, it has started to gain fairly
wide acceptance in the effluent pumping industry. However, because of the mechanical movements
of the valve, it is necessary to take steps to prevent solids from reaching the distributing valve that
may impede the operation of the valve. Orenco Biotube' Pump Vaults — when properly sized and
installed — provide the necessary protection to prevent valve malfunction. The Biotubel pump vault
accepts effluent only from the clear zone between a tank's scum and sludge layers and then filters
this effluent through a very large surface area screen cartridge. Without this protection in effluent
systems, the valve has very little chance of reliable long-term operation.
MTP-VA-1
Rev.12, ©11/M
Orenco Systems'. Inc.
Page 3 of 6

Valve Positioning
The physical position of the valve in relation to the pump and the discharge point is very important
for proper valve operation. The most reliable operation occurs when the valve is placed at the high
point in the system and as close to the pump as possible. The transport line between the pump and
valve should be kept full if possible. If the line is empty at the beginning of each cycle, pockets of
air during filling can cause random rotation of the valve. The valve is particularly vulnerable to this
erratic rotation with empty lines that are long and not laid at a constant grade. An ideal valve loca-
tion is shown in Figure 4.
If the final discharge point is more than about 2 feet above the valve and the systeTn does not drain
back into the dosing tank, check valves should be installed on the lines immediately following the
valve and a pressure release hole or line should be installed just prior to the valve. This pressure
release hole or line can go into a return line to the dosing tank or to a "minidrainfield" near the valve.
In order for the valve to rotate reliably, no more than about 2 feet of head should remain against the
valve to allow the rubber flap disk to return to its up position. In many cases, it may take from one
minute to several minutes for the pressure in the valve to be lowered enough for proper rotation to
occur. Special care should be taken when installing systems controlled by programmable timers to
ensure cycling does not occur too rapidly. Figure 5 illustrates a valve assembly using check valves.
Pumping downhill to the valve should be avoided unless the transport line is very short and the ele-
vation between the discharge line out of the tank and the valve is less than about 2 feet. If the valve
is located many feet below the dosing tank, random cycling may occur while the transport line drains
through the valve at the end of the cycle. A pressure sustaining valve located just before the distrib-
uting valve may overcome this problem in some instances.
Transport Line
Dosing Tank
Figure 4:
Ideal valve location
Distributing Valve Assembly
Discharge
NTP-VA-1
Rev.12, ©11/03
Orenco Systems®, Inc.
Page 4 of 6

System Startup
Refer to the Hydrotek Valve booklet that is provided with the distributing valve assembly for the
sequencing of the valve outlets. The transport line should always be flushed with clean water before
installing the valve. Any sand, gravel, or other foreign objects that may have been in the pipe during
installation can easily become lodged in the distributing valve, causing malfunction.
With the pump running, alternately close and open the ball valve on the distributing valve assembly
to check proper rotation of the valve. (Note: If check valves are used on the lines after the distribut-
ing valve, the pump may need to be turned on and off to allow! the pressure to be released from the
valve.) If visual operation of which zone is operating is not possible, watch the clear pipe on each
line for indication of which zone is operating.
Figure 5:
Valve assembly below final discharge point
Maintenance
Annually check for proper operation by following procedures ilisted in the Hydrotek Valve booklet
and system startup procedures listed above.
Troubleshooting
1. PROBLEM: Valve does not change or cycle to next zone or outlet
CAUSE: The stem and disk assembly is not rotating when water flow is turned off and then
back on.
SOLUTION 1: Ensure that there is no debris inside the cam. Clean and carefully reinstall the cam.
SOLUTION 2: If fewer than the maximum number of outlets are being used, check the installation
of the cam. Ensure that the stem and disk assembly is not being held down by an
improperly installed cam. Refer to the cam replacement instructions.
NTP-VA-1
Rev.12, ©11iO3
Orenco Systems®, Inc.
Page 5 of 6

SOLUTION 3: Remove the valve top and check for proper movement of stem and disk assembly.
Check for and remove any debris or foreign objects that may jam or retard the
movement of the disk.
SOLUTION 4: Check for freedom of movement of stem and disk assembly up and down over the
center pin in bottom of valve. Scale deposits may build up on the pin and hold stem
and disk assembly down. Clean pin and again check for freedom of movement.
SOLUTION 5: Be sure that all operating outlets are not capped and that the flow to operating zones
is not restricted in any manner. This would cause pressure to build up in the valve
and lock the stem and disk assembly in the down position.
SOLUTION 6: The backflow of water from uphill lines may be preventing the valve from cycling
properly. This can happen when the valve is placed too far below an elevated line.
If the valve cannot be placed close to the high point of the system, a check valve
should be installed near the valve in the outlet line that runs uphill from the valve
and a drain line installed just prior to the valve to relieve the pressure.
2. PROBLEM: Water comes out of all the valve outlets
CAUSE: Stem and disk assembly not seating properly on valve outlet.
SOLUTION 1: Check for sufficient water flow. A minimum flow rate is required to properly seat
the disk as shown in Table 1.
SOLUTION 2: Remove the valve top and check the inside walls to ensure that nothing is interfering
with the up and down movement of the stem and disk assembly inside the valve.
SOLUTION 3: Make sure that the operating outlets are not capped and that the flow to the operat-
ing zones are not restricted in any manner.
3. PROBLEM: Valve skips outlets or zones
CAUSE: Pumping into an empty transport line especially downhill — may cause the valve
to skip outlets from pockets of air allowing the rubber flap disk to raise during a
cycle.
SOLUTION 1: Keep the transport line full.
SOLUTION 2: If the line must remain empty between cycles, use a larger diameter transport line
laid at a constant grade to prevent air pockets from forming.
CAUSE: The stem and disk assembly is being advanced past the desired outlet.
SOLUTION 1: Ensure that the correct cam for the desired number of zones is installed and that the
outlet lines are installed to the correct outlet ports of the valve as indicated by the
zone numbers on the top of the cam.
NTP-VA-1
Rev.12, ©11/03
Orenco Systems®, Inc.
Page 6 of 6

AdvanTee AXIOO Filter
Applications
Orenco's AdvanTex® Treatment System* is an innovative tech-
nology for onsite treatment of domestic -strength wastewater.
The heart of the System is the AdvanTex Filter, a sturdy, water-
tight fiberglass basin filled with an engineered textile material.
This lightweight, highly absorbent textile material treats a
tremendous amount of wastewater in a small space. The
AdvanTex Treatment System is ideal for:
• Small sites
• System upgrades and repairs
• New construction
• Poor soils
• Nitrogen reduction
• Price -sensitive markets
• Pretreatment
For sizing, see AdvanTex® Design Criteria (NDA-ATX-COMM-2).
* Covered by U.S. patent numbers 6,540,920,• 6,372,135,• 5,980,748,•
5,531,894,,5,492,635; 5,480,561; 5,360,556,and 4,439,323. Additional
patents pending.
Orenco Systems'
Incorporated
Chaiong !h. Nov rbe
14"AWDae; W".;.,w,
Features/Unique Specifications
To specify this product, require the following:
• Wastewater treatment to better than "Secondary'
Treatment Standards
• Consistent treatment, even during peak flows
• Timer operation for flow monitoring, flow modulation, and
surge control
• Fixed film textile media (a polyester plastic), operated in an
unsaturated condition
• Consistent media quality
• Low maintenance requirements
• Low energy consumption
• Complete premanufactured package, readyto install
• Watertight construction, corrosion -proof materials, lid bolts
• Quiet operation
Standard Models
AX100
Physical Specifications
Approximate Dimensions"
Filter Basin Lenoth 191 in.
Width 94.5 in.
Height 42.5 in.
Area (footprint) 128 sq ft
Filter Dry Weight 1,650 lb
** See AdvanTex Treatment System drawings for exact
dimensions.
ATO-ATX-AX�3
www.orenco.com Rev. 1.1,12104
© Orenco Systems", Inc.

Overview
AdvanTee Treatment Systems
Orenco's AdvanTex® Treatment Systems are an innovative technology for onsite treatment
of wastewater. The heart of the System is the AdvanTex filter, a sturdy, watertight fiber-
glass basin filled with an engineered textile material. This lightweight, highly absorbent
textile material treats a tremendous amount of wastewater in a small space. That's because
textile has 'a very large surface area for biological breakdown of wastewater components —
about five times greater than that of an equivalent volume of sand. Yet the AdvanTex fil-
ter has a very small footprint.
System Performance
Orenco Systems® has been researching, designing, testing, and selling a variety of textile
filters for about seven years. More than 5,000 textile filters have been installed throughout
the United States and Canada, on sites ranging from federal demonstration projects to uni-
versity testing facilities, single-family homes, commercial properties, and community
systems.
Unlike other wastewater treatment technologies, the AdvanTex Treatment System provides
consistent. reliable wastewater treatment, even during "peak flow" conditions. The
AdvanTex `Treatment System includes a processing tank and a control panel with a pro-
grammable dosing timer. So it discharges small amounts of treated wastewater, regularly,
throughout the day.
AdvanTex treats residential -strength waste to better than "secondary" standards. Effluent
can be used for drip or subsurface irrigation, or discharged to shallow, inconspicuous
trenches. If can also be discharged to fine-grained polishing filters for coliform removal
and water reuse.
Third -Party Performance Verification
AdvanTex Treatment Systems have undergone lengthy performance testing to ANSI and
NSF/ANSI standards. This third party testing (NSF Final Report, April 2002) of treatment
performance recorded a maximum 30-day arithmetic mean of 8 mg/L for CBOD5 and 6
mg/L for suspended solids. Over the six-month course of the evaluation, the average efflu-
ent CBOD5 was 5 mg/L, and the average effluent suspended solids was 4 mg/L.
System Benefits
Significantly smaller land area is required for the AdvanTex Treatment System than is
required for sand and gravel filters. That's because textile has demonstrated the capacity to
support microbial populations that can treat filtered processing tank effluent at greater
hydraulic loading rates. In fact, loading rates for AdvanTex Treatment Systems are typically
5-20 times higher than for sand filters. In addition, reductions in drainfield size are often
permitted with AdvanTex Treatment Systems. Moreover, textile is lightweight, making it
ideal for prepackaging and shipping, which simplifies installation and reduces costs.
Applications
The AdvanTex Treatment System is ideal for...
• New construction
• System upgrades and repairs
• Pretreatment of moderately high -strength waste
• Wherever typical secondary treatment standards suffice
P,
• 7t7
ce
Orenco Systems'
Incorporated
1-800-348-9843
NOA-ATX-7
Bev.15, ©10/05
Page 1 of 3

AdvanTex® AX filters Overview, coot
System Operation and Maintenance
AdvanTex is easy to service, easy to clean, and generates virtually no troublesome activated sludge.
Like most advanced technologies, the AdvanTex Treatment System requires regular maintenance. As a
condition of warranty, property owners must purchase a service contract from a certified third party
provider.
The AdvanTex Treatment System comes standard with a VeriComm' telemetry control panel with a
web -based monitoring system, supervised by the System's service provider. Alarm notifications are
automatically sent to the service provider's e-mail capable device. Messages are resent until the condi-
tion has been cleared. As a back-up, the VeriComm control panel also has an audible alarm. And the
System is sized to allow for a minimum of 24 hours of wastewater storage (at average daily flows).
That means an operator can provide service to the system during normal working hours, regardless of
when an alarm occurs.
The AdvanTex System's pumps typically run 30-60 minutes per day, so AdvanTex uses very little
power ... an average of $1.25-2.50 per month (based on the national average of eight cents per kilo-
watt hour). Compare that to power costs of up to $20-$60 per month for many "activated sludge" aero-
bic treatment units.
Treatment Methodology
The AdvanTex Treatment System works just like a recirculating sand filter: a reliable, proven technolo-
gy that Orenco's engineers have helped to perfect over the past 20 years. While the treatment process is
similar, the proprietary treatment module is more efficient.
In an AdvanTex Treatment System, wastewater percolates through the textile media, whose complex
fiber structure provides tremendous water -holding capacity and offers an extremely large surface area
for biomass attachment. A visible biological film normally develops on the filter medium within a few
days. BODS and TSS reductions occur almost immediately.
NDA-ATX-7
Bev. 7.5. ©f Q105
Page 2 of 3

AdvanTex® AX Filters Overview, cont
lop View of a lypical AdvanTexw Treatment System
NDA-ATX-7
Rev. 7.5, ©10/05
Page 3 of 3

AdvanTex' Loading Orenco Systems
Incorporated
1-800-348-9843
For Commercial and Multi -Family Applications
We at Orenco Systems have spent more than two decades researching packed bed filters, a proven
wastewater technology. Based on our research, we developed the AdvanTex Treatment System,
which has been in use since the mid-1990s. AdvanTex Treatment Systems work like recirculating
sand/gravel filters, which treat wastewater through a combination of physical, chemical, and
biological processes. AdvanTex produces effluent that exceeds "secondary" treatment standards.
The difference between AdvanTex and sand/gravel filters is AdvanTex Treatment Systems use an
inert nonwoven textile material instead of granular media such as sand or gravel. Textile has several
advantages over granular media:
■ Textile has a larger surface area --five times greater than an equivalent volume of sand --so
installations have a much smaller footprint than sand filter systems.
■ Textile's higher absorption capacity allows loading rates five to twenty times higher than
sand (as high as 50 gpd/sq. ft.).
® Textile media weighs considerably less than granular media, so AdvanTex systems can be
prepackaged, which results in reduced installation costs.
■ Textile media is washable, allowing for a relatively quick and easy rejuvenation of the
treatment system in cases of abuse or overloading.
Designing an AdvanTex Treatment System is similar to designing a recirculating sand filter (RSF).
As with an RSF; an AdvanTex system requires a recirculation tank with approximately a one -day
hydraulic retention time (HRT). Most commercial AdvanTex systems also require a ventilation fan
(typically rated at 90 watts). However, the power required to operate this fan twenty-four hours per
day is significantly less than the power required to operate packaged treatment systems.
AdvanTex systems have performed well in residential applications where nitrogen removal is
necessary. In commercial applications, nitrogen reduction is harder to predict and will be dependent
on incoming TKN levels, the Wastewater's temperature and alkalinity, and a number of other factors.
While commercial AdvanTex systems can be optimized for nitrogen removal, meeting stringent
nitrogen limits cannot be guaranteed.
The AdvanTex® Loading Chart on the next page lists Orenco's loading rate recommendations for
various applications. It includes loading rates for both actual and peak design flows for AdvanTex
filters used in commercial and multi -family applications. The loading rates used in the table are
based on screened primary -treated residential strength effluent from properly sized septic tanks. 1
This table should be used as a general guideline for decentralized wastewater treatment designs. If
you have questions about special cases where different loading rates or other measures may be
necessary, or if you have general questions about the AdvanTex Treatment System, please call
Orenco Systems at [phone] and ask for Systems Engineering.
1. For assistance with sizing primary tanks, see Orenco's Primary Tank Sizing document (NDA-TNK-1).
NOA-ATX-4
Rev. U. © t g/g5
Page 7 of 2

AdvanTex' Loading Chart
os�
Orenco Systems
Incorporated
9-800-348-9843
For Commercial and Multi -Family Applications
Facility
Recommended Commercial
AdvanTex
Loading
Actual Design'
Peak Design3
gpd/sq.ft.
gpd/sq.ft.
Subdivisions/Multiple Dwelling Units
25
50
Office/Manufacturing/Light Industrial
a) restrooms only
25
50
Restaurant/Deli
a) restrooms and kitchen
10
25
Convenience Store/Gas Station
a) restrooms only
15
40
b) restrooms and kitchen/deli
10
25
Hotel/Motel
a) restrooms only
25
50
b) restrooms and restaurant/kitchen
15
35_
Church
a) restrooms only
25
50
b) restrooms and kitchen
15
40
School
a) restrooms only
25
50
b) restrooms and kitchen
15
40
Dog Kennel/Veterinary Clinic
a) restrooms only
25
50
b) restrooms and floor drains
15
40
RV Park
a) RV spaces
25
50
b) dump station
Not recommended
Casino
a) gaming floor
25
50
b) hotel/motel
25
50
c) restaurant/deli
10
25
Resort/Camp
a) bunk houses
25
50
b) main houses
25
50
c) kitchen
10
25
1. AdvanTex loading rates assume properly sized primary tankage, as outlined in the Primary Tank Sizing document (NDA-TNK-1).
Loading rates are based on nominal wastewater characteristics as described in the AdvanTex Design Criteria For Commercial
Applications document (NDA-ATX-COMM-2).
2. Actual design is the expected daily flow (based on a 30-day average).
3. Peak design is the maximum daily flow a facility is expected to produce (over a week's time).
NOTE. Loading rates shown are for systems expected to perform secondary standards like NSF/ANSI 40. Higher performance systems will
require special review and will generally feature lower loading rates.
NOA-ATX-4
Rev. 2.1, ©10/05
Page 2 of 2

allation Guide
Commercial Applications
An illustrated step-by-step guide
for installing an Orenco Systems
AdvanTex° Treatment System in a
commercial application.
Orenco Systems'
Incorporated
Changing the Way the
World Does Wastewater
1-800-348-9843
www.orenco.com

Installation Guide: Commercial AdvanTex® Systems
Table of Contents _
Before You Begin _ r�
Step 1:
Prepare Site for AdvanTex Pods .... ..............................Page
2
Step 2:
Set AdvanTex Pods ..............................................Page
3
Step 3:
Install Filtrate Return and Discharge Lines ............................Page
4
Step 4:
Install Vent Fan Assembly .........................................Page
4
Step 5:
Install Access Risers ............................................Page
5
Step 6:
Install Recirculation Valve .........................................Page
6
Step 7:
Install Biotube® Pump Packages ....................................Page
7
Step 8:
Install Control Panels .............................................Page
8
Step 9:
Install Distributing Valves ........................................Page
9
Step 10:
Connect Transport Lines to Pods ..................................Page
10
Step 11:
Install Air Ventilation Lines ........................................Page
10
Step 12:
Backfill Installation .............................................Page
11
Step 13:
Prepare for System Start -Up ........................................Page 12
Appendix:
Grommet Installation Instructions ...................................Page 13
Introduction
This manual covers installation of AdvanTex-AX100 Treatment Systems in commercial applications. Please
read through this entire manual before starting installation. This installation manual is generic in nature and
not intended to replace requirements and instructions detailed in your engineering plans. If you discover any
inconsistencies between your engineering plans and the instructions in this manual, bring the matter to your
engineer's attention.
Products described in this manual are covered by one or more of the following U.S. Patent numbers: 6,540,920; 6,372,137; 5,980, 748;
5,531,894; 5,492,635; 5,480,561; 5,360,556; and 4,439,323. Products are also covered by numerous foreign patents, and additional
patents are pending.
NIM-ATX-AX-2 © 2003 Orenco Systems® Inc.
Rev 1.1, 6/03

Installation Guide: Commercial AdvanTex' Systems
Before You Begin
As the installer of an onsite wastewater
treatment system, you play a crucial
role. Regulators, manufacturers, dealers,
property owners, neighbors, service
providers ... we all rely on your expertise
and good work. You are about to install a
commercial AdvanTee Treatment System,
which includes one or more AdvanTex
pods, Biotube® pumping packages, and
control panels.
Orenco Systems®, Inc. is one of the
nation's leading suppliers of equipment for
residential and community wastewater col-
lection and treatment systems. At Orenco,
we manufacture complete systems, and
wastewater collection and treatment is our
Property owners, neighbors, regulators, dealers, manufacturers, and
service providers all depend on your careful installation.
only job. You can be confident that you have purchased the best equipment available. And we've worked hard
to make your installation as easy and "hassle -free" as possible.
Before you begin installing your commercial AdvanTex Treatment System, please read this entire manual.
In particular, review the preparation steps and the installation sequence before doing anything. You'll save
yourself time and money on installation day, and you'll reduce the potential for call-backs.
Also schedule a preconstruction meeting with an Orenco representative, the engineer, contractor, electrician,
operator, inspector/regulator, and owner to address inconsistencies in the plans, vague or missing specs, key
inspection points, and possible regulatory issues.
Lastly, inspect your order for completeness and inspect each component for shipment damage. Check to be
sure instructions and items supplied comply with your state and local regulations. Carefully read and follow all
instructions. Improper installation may void warranties.
We're very proud of this wastewater treatment system. Like all our products, the AdvanTex Treatment System
has gone through extensive research, development, and field-testing. Then each component is built to written
specifications and subjected to quality review, before shipping. If this system or any of its components possess
flaws that would inhibit its proper functioning, please contact your authorized AdvanTex Dealer. The Dealer
can also provide repair and replacement instructions and replacement components. If there is no authorized
AdvanTex Dealer in your area, call Orenco Systems, Inc. at 1-800-348-9843.
IMPORTANT Make sure each tank has been installed according to its manufacturer's instructions and
that each has been tested for watertightness. Also make sure all backfilling required by the tank manufacturer
is completed.
© 2003 Orenco Systems® Inc. NIM-ATX-AX-2
Rev 1.1, 6/03

Installation Guide: Commercial AdvanTex' Systems
Step la: Before excavating and leveling the pad for the
AdvanTex pods, refer to the engineering plans and verify that
there are no obstructions on the construction site that might
prevent installation of the AdvanTex Treatment System. Since
the filtrate return lines have a slope requirement, it is best to
make sure the inlet, outlet, ventilation lines, and slopes all
match the plans.
NOTE. The outlet coupling for the filtrate return line is
permanently installed in one corner of the AdvanTex pod.
Step lb: Excavate to the depths determined above for proper
elevations. Make sure the floor of the pad is free of debris,
especially rocks and other sharp objects. If the bottom of the
excavation is uneven or rocky, lay down a 3" bed of sand or
pea gravel to create an even, smooth surface.
Step lc: Compact the excavated area to ensure pods will not
settle differentially.
Step Id: Outline the pad (with chalk, paint, string, etc.) for all
of the AdvanTex pods. Make the pad for each AdvanTex pod
approximately 12" wider and longer than the pod's footprint,
and maintain a minimum of 24" between pods to allow for
maintenance access.
NOTE. Pods are tapered, so the top of the pod (lid) is larger
than the bottom of the pod.
NIM-ATX-AX-2 © 2003 Orenco Systems® Inc.
Rev 1.1, 6103

Installation Guide: Commercial AdvanTex® Systems
Step 2a: Drive the flatbed truck as close to the staging area
as possible before unloading, to minimize travel with the
suspended pods. .
WARNING. Loading and unloading AX100 pods from a
flatbed truck can be dangerous. The equipment you use must
be able to lift a pod (1, 650 lbs. dry) while extended at least
four feet horizontally (about half the pods width).
Step 2b: Each AX100 pod ships with four polypropylene
straps for lifting. Insert a short 2x4 between the straps and
the lids (to protect the lids from stress) and hook a 16' long
chain or cable through the straps.
Step 2c: Attach the chain/cable to a forklift or crane across
the width of the pod, not along its Len .
NOTE: Lifting the pod with cables stretched lengthwise may
buckle and damage the pod.
Step 2d: Lift the pod slowly until the cables/chains are taut.
This will allow you to make sure all the hooks are properly
attached to the polypropylene straps. When you are satisfied
that the lifting attachments are secure, remove the pod from
the truck and offload it onto the construction pad or staging
area. Do not extend the lift or crane too far horizontally or
the pod may tip the lifting machinery.
Step 2e: Using the lift or crane, suspend the pod just slightly
above the construction pad surface so a worker on the ground
can maneuver the pod into place. Make sure when you place
the pods that the outlets align according to the engineering
plan. Once you have the pod over the location you want,
slowly lower it so that it sets into place without shifting. The
pod, although heavy, can be pushed a few inches by two or
three individuals if necessary.
Step 2f. Remove the cables/chains and pull the polypropylene
straps down so they hang below the lids.
NOTE. AdvanTex AXI00 pods have been designed for
installation in areas that are free of water. If your installation
requires placement in a high-water area, contact your engineer
for antiflotation options. For tank antiflotation measures, consult
the tank manufacturer
© 2003 Orenco Systems® Inc. NIM-ATX-AX-2
Rev 1.1, 6/M

Installation Guide: Commercial AdvanTex® Systems
Step 3 �,Insall Filtrate Return and�D�scharge;L�nes
Step 3a: AX100 pods ship with a protective cap -plug in
each outlet coupling. Before connecting the filtrate lines,
remove these plugs from all AX100 outlet couplings.
Step 3b: Install the PVC filtrate return lines from the outlet
coupling in the bottom of the AdvanTex pods to the inlet side
of the recirculating valve. Use 45-degree elbows at the pod's
outlet to allow proper air flow through the pipe to the textile
filters.
Step 3c: Filtrate return lines should be sloped a minimum of
1/4" per foot. Be sure the filtrate return line is continuously
sloped. Do not allow any undulations or flat sections, as this
will impair proper drainage and air movement.
Step�4 Install Vent Fan Assembly _
Step 4a: Connect the fan basin to the main collection line
from the AdvanTex pods. The fan basin is located between the
last AdvanTex pod and the recirculating valve.
Step 4b: Connect the exhaust basin to the fan basin with a
4" diameter pipe.
Step 4e: The electrical fan that ships with the product
requires 120 volts' and should be wired to the terminals in the
control panel with a minimum 14 gauge wire.
LUPORTANT The vent fan system includes a pressure
sensor that confirms fan operation, so it is important to follow
wiring instructions. Refer to Vent Fan Unit Wiring Instructions
(NIN-ATX-FAN-1) *for more details.
* You can find this document on Orenco's online Document Library at www.orenco.com.
NIM-ATX-AX-2 © 2003 Orenco Systems® Inc.
Rev 1.1, 6/03

Installation Guide: Commercial AdvanTW Systems
It is assumed for this step that you are installing into a fiber-
glass tank or a concrete tank with tank adapters in place. If
adapters have not been installed, see Access Riser Instructions
(NI7V-RLA-RR-1).*
Step 5a: Orient risers with grommeted holes in the directions
shown on your engineering plans. For any risers that will have
electrical conduits running to them, try to orient electrical
grommeted holes to minimize the number of bends. (National
Electrical Code limits the sum of all bends in a run to 360 degrees.)
NOTE: If you need to install a grommet, see the Appendix, on
page 13, before proceeding.
Step 5b: Wipe the areas to be bonded with a clean rag to
ensure a clean, dry bonding surface.
Step 5c: There are several methods of applying adhesive to
the outside and inside of the riser tank adapter. You can use
ADH100 or MA320 alone. However, because ADH100 does
not provide a structural joint for approximately 24 hours and
may therefore delay installation and backfilling, you may want
to use both adhesives. If so, apply MA320 to the outside sur-
face of the riser tank adapter for a quick (usually an hour or
less) structural joint.
Step 5d: Carefully slide the riser onto the adapter. Orient the
riser correctly before the adhesive starts to set.
Step 5e: If you are using both types of adhesive, apply a
bead of ADH100 adhesive to the inside of the adapter and riser
joint. Use a putty knife or similar tool to form a continuous
fillet between the tank adapter and the inside of the riser.
Step 5f: After the adhesives have hardened, fill the tank with
clean water to a level 2" above the adhesive joint in the riser, to
test the watertightness of the tank and the riser joint. Do not
allow the water level to rise more than 3" into the riser because
structural damage to the tank may occur. The inlet pipe into the
tank needs to be "turned up" to allow the tank to be filled.
CAUTION. Check the tank manufacturer's guidelines before
filling the tanks. Some tank manufacturers require a partial or
complete backfill before a tank is filled.
* You can find this document on Orenco' online Document Library at www.orenco.com.
© 2003 Orenco Systems' Inc. NIM-ATX-AX-2
Rev 1.1, 6/03

Installation Guide: Commercial AdvanTex® Systems
Step 6'Instal/ Rec►rculafion�Valve. ,__ _ ., _ . , _
Recirculation valves provide a flow split for accuracy in recir-
culating treatment systems. Consisting of a PVC "buoy cage"
with rubber float buoy and a manifold connected by a stinger
pipe, these valves automatically control the filtrate return flow
and liquid level within a tank. When the float buoy is not seat-
ed (when there is no flow into the system), these valves redi-
rect the filtrate to the recirculation tank. As effluent enters the
tank and raises the liquid level, the valve can be set to divert
20% to 100% of the filtrate to the discharge line.
IMPORTANT Be careful not to spill glue or primer onto the
float buoy. Any distortion of the buoy from glue or primer may.
cause the valve to maffiinction.
Step 6a: The stinger must be field -cut to length. Cut the 3"
PVC pipe to the length specified in the engineering plans and
glue it to the manifold and top of the buoy cage.
IMPORTANT Stinger length is calculated according to the
system design and should be listed on the engineering plans. If
the length is not specified, contact your design engineer
Step 6b: Since changes in elevation or temperature may cause
the float buoy in the recirculating valve to expand or contract,
make sure the buoy is fully inflated and can move freely within
the cage before you install the recirculating valve. Ideally, there
should be 1/8" to 1/4" clearance between the buoy and the
inside wall of the cage. If the clearance is beyond this range,
unthread the plugs holding in the retaining bar on the bottom of
the cage, remove the buoy from the cage, and adjust the air
pressure in the buoy accordingly. When reassembling the appa-
ratus, be sure to insert the buoy into the cage with the ballast
loop pointing down.
Step 6c: The recirculating valve is typically installed in the
riser over the recirculation tank's inlet tee. (Refer to your engi-
neering plans for proper location and settings.) Lower the
assembly into the tank and connect it to the filtrate return line
and discharge line. The valve must be installed level and
placed so as not to interfere with the inlet tee.
NOTE: If the recirculating valve inlet and outlet holes are not
predrilled on the riser, see Appendix, Grommet Installation
Instructions, on page 13.
NIM-ATX-AX-2
© 2003 Orenco Systems® Inc.
Rev 1.1, 6103

Installation Guide: Commercial AdvanTex® Systems
Step 7 Install 8�otube® Pump_ Packages _ _ , = _ . { �_F.
Step 7a: Detach the Schedule 80 support pipes from the pack-
aging material, and remove one of the two screws from each
pipe. Slide the support pipes through the holes in the support
brackets at the top of the vault. Reinstall the screws.
Step 7b: Gently lower the vault into position in the access
riser. The support pipes should rest on top of the tank (unless
the vault was designed specifically to rest on the tank bottom).
Step 7c: To install a splice box into an access riser, lubricate
both the outside of the conduit coupling and the grommet with
pipe lubricant or an equivalent product and slide the coupling
through the grommet until the box is snug against the riser
wall. (Splice boxes should be mounted inside the access risers
unless specifically designed for external mounting.) Use
conduit seal to ensure condensation does not affect the system.
Step 7d: Carefully lower each pump and discharge assembly
into the flow inducer of each Biotube pump vault.
IMPORTANT- Do not use the pump cable to lower the pump!
Step 7e: Using pipe lubricant or an equivalent product, lubricate
the access riser grommet and the gray nipple on the discharge
assembly. Push the nipple through the grommet and orient the
discharge assembly to make its removal for maintenance easy.
Step 7f: The float switch assembly mounts in the pump vault
by clipping into the float bracket. Make sure you can detach
it without removing the Biotube cartridge or pump vault.
Step 7g: Each float cable has a color marker that indicates
the function of the float. Commercial AdvanTex systems will
have Y/G/W (yellow/green/white) or YP/G/W (yellow-pur-
ple/green/white) timed dosing float sets. (See table below.)
Verify that your float set matches the engineering plans.
Float Float -Function
Top O High-level alarm ;Q High-level alarm/lag-enabled
Middle © Override timer
Bottom I© Redundant off/low-level alarm
WARNING: Do not alter the float tether lengths. Altering
tether lengths may disrupt proper operation of the assembly.
© 2003 Orenco Systems® Inc.
NIM-ATX-AX-2
Rev 1.1, 6/03

Installation Guide: Commercial AdvanTex® Systems
Step 7h: If you need to adjust a float setting, loosen the screw
in the float collar and slowly back the screw out to a point at
which the collar can be adjusted. Do not back the screw com-
pletely out of the collar. Rotate the collar on the stem until the
float switches can move freely past one another. Tighten the
screw and snap the float assembly back into the float bracket.
IMPORTANT- Float positions are critical and should be set
according to the engineering plans. Make sure the floats can
move freely without interfering with each other and that they
do not come in contact with the vault wall.
WARIVING: Never lengthen the float stem without prior
approval from Orenco. Lengthening of the float stem will
void the warranty.
Step 7i: Wrap the excess float cord cables around the splice
box and tie them together to prevent them from slipping back
into the vault and interfering with the operation of the floats.
Step `E Install Control.: Mthals -
A qualified and licensed electrician should install and service
the panel and all ancillary wiring, in compliance with the
National Electric Code as well as state and local codes.
Complete wiring diagrams can be found in the panel's installa-
tion manual and in the pouch on the inside of the control
panel's door.* Wiring will include the following items:
• Incoming power to the panel. There may be one or more circuits
required, depending upon the number of pumps and local codes.
• Phone wiring for modem connection.
• Wiring from the control panel to the recirculation pumps and
floats.
• Wiring to the ventilation fan assembly.
• Wiring to discharge pumps and floats (if applicable).
NOTE: Control panels should be protected from direct sun-
light. If possible, install the panel under a protective covering
and mount it on weather -resistant material/supports.
After you have installed the panel, verify proper connections
and test the pumps and floats to make sure they are operating
as indicated in the engineering plans and wiring diagrams.
* If the instructions are missing or have been removed from the door pouch inside the control panel, call Orenco for a replacement.
MIM-ATX-AX-2 © 2003 Orenco Systems® Inc.
Rev 1.1, 6/03

Installation Guide: Commercial AdvanTex' Systems
Step 9a: Place the distributing valve at the transport line's
highest point. The valve will not operate properly if more than
2' of back pressure pushes against the spring inside the valve.
Set the valve with the outlet legs on the bottom. The valve has
1-1/2" inlet/outlet holes, so bushings may be needed to adjust
for proper transport line sizing.
NOTE. If the distributing valve is placed over the filtrate
return line, you might need to backfill the filtrate return line
before installing the distributing valves and transport lines.
Step 9b: Install the transport line from the recirculating
pumps to the distributing valve. Thoroughly flush the transport
line of debris before connecting it to the distributingvalve!
alve!
Step 9e: Install the distributing valve in the enclosure and
connect the transport lines from the pumps to the inlet side of
the distributing valve.
Step 9d: Verify proper cycling through the distributing valve
by manually opening and closing the inlet ball valve. Check
that no water is leaking at any of the plumbing joints.
NOTE. Refer to Automatic Distributing Valve Assemblies
(NTP-VA-1) *for more information.
* You can find this document on Orenco's online Document Library at wwworenco.com.
© 2003 Orenco Systems® Inc. NIM-ATX-AX-2
Rev 1.1, 61M

Installation Guide: Commercial Ad vanTex® Systems
Step 10a: Install the transport lines between the recircula-
tion pumps (or distributing valves) and the pods.
IMPORTANT Flush all transport lines before connecting to
the pod inlet assemblies.
Step 10b: If you are not mounding up to the lids, connect
the inlet assembly vertically to the 90-degree ell (going into
the pod). Exposed PVC pipe should be painted for protec-
tion against ultraviolet rays.
NOTE: The pressure -tee connection with 112" threaded plug
for the testing pressure gauge should be located between the
gate valve and the pod.
Step 10c: If you are mounding up to the lids, you will need
to install the inlet assembly horizontally within a 21" (lid-
ded) enclosure. Connect the 90-degree ell to the gate valve
end of the assembly. Be sure that the assembly is positioned
in the enclosure so that the pressure gauge can be easily
connected and disconnected.
kSte �1�: ��Install�a�r��/entilatron �rne`s ' ;
Step 11a: Using 3" pipe, plumb the air ventilation line to the
3" fitting that protrudes through the filter wall (on the end of
the pod opposite the outlet coupling).
Step 11b: After you have installed the last AdvanTex pod on
multipod systems, install the air inlet. The air inlet may be
painted if another color is desired.
NOTE: Single pod systems may use individual passive vents
instead of a forced ventilation system. Refer to the engineering
plans for requirements.
NIM-ATX-AX-2 © 2003 Orenco Systems' Inc.
Rev 1.1, 6/M

Installation Guide: Commercial AdvanTex' Systems
S#e:1Z�
Step 12a: Backfill the excavation. Follow the tank manufac-
turer's guidelines for backfilling the tanks.
Step 12b: Backfill and compact around each AdvanTex pod
in maximum 12" lifts. Native material is acceptable if it has no
large or sharp rocks that may damage the pod walls. If native
material is not usable, backfill with sand or pea gravel. Make
sure the top of the filter is at least 3" to 4" above grade.
NOTE: Since AXI00 pods are suitable for exposure to UV,
backfilling might not be required. Refer to your engineering
plans for details.
Step 12c: Slope the ground away from the pods to prevent
surface water from ponding on or around them.
Step 12d: Inspect the entire installation for exposed PVC
pipe. All exposed PVC pipe should be painted for protection
against ultraviolet rays.
© 2003 Orenco Systems® Inc. NIM-ATX-AX-2
Rev t.t. 6/03

Installation Guide: Commercial AdvanTex' Systems
S
Make sure these items have been completed before scheduling
an Orenco representative for system start-up:
• All plumbing connections have been completed.
• All electrical connections have been completed.
• A phone line has been connected to the control panel.
• All tanks have been successfully tested for watertightness.
• All recirculation tanks are 75% full.
An Orenco representative will perform the system start-up,
going through an exhaustive checklist to guarantee your com-
mercial AdvanTex Treatment System is in working order. In
addition to logging project and system information, the Orenco
representative will verify proper installation of components
including, but not limited to, the following checklist items:
Primary Treatment System
• Septic Tanks
• Septic Tank Pumping Equipment
• Septic Tank Controls
• Grease Tanks
Secondary Treatment System
• Recirculation Tanks
• Recirculation Tank Pumping Equipment
• Recirculation Tank Controls
• Distributing Valve Assembly
• Ventilation Fan System
• AdvanTex Filter Operation
Dispersal System
• Dosing Tank
• Dosing Tank Pumping Equipment
• Dosing Tank Controls
• Distributing Valve Assembly
The Orenco representative will inspect the AdvanTex System
for proper installation, test all components, document initial
performance values, and verify that all system components are
functioning properly.
The engineer, contractor, electrician, and operator, as well as
the owner and inspector/regulator (recommended), should all
be present at system start-up.
MIM-ATX-AX-2 © 2003 Orenco Systems® Inc.
Rev 1.1, 6/03

Installation Guide: Commercial AdvanTex' Systems
C.
C,
® Grommet (at 12 o'clock)
C Splice box
�\ Discharge
assembly
Grommet
(at3 o'clock)
Support pipes
Biotube pump vault
Athit
[3]
6_r4
Appee�d�x. Grommet nostallatron InstruGt�o►as
Step 1: To install grommets in the field, first mark the riser
for location of the grommets. (For Perma-Loc risers, you
should try to avoid cutting through the pipe seam — the extra
thick rib — unless it is unavoidable.)
Step 2: Using a 4" grinder or other cutting tool, notch
through the PVC ribs to the wall of the PVC riser. Remove an
area of ribbing equal to approximately 1" larger than the grom-
met diameter.
Step 3: Using a hammer and chisel, break the notched ribs
from the riser. Use a grinder to remove any remaining rib
material so that you are left with a smooth area, ensuring a
watertight fit.
Step 4: Using the Grommet Hole Saw Sizing Chart below,
select a hole saw for the grommet installation and drill out the
opening. Use a deburring tool or knife to deburr the edges of
the opening, being careful not to enlarge the opening.
Grommet Hole Saw Sizing Chart
�.r , ,Grommet-/ PI _e;.Dlamefer Slze (in`.) ".::
Hole
1/2
1
3/4
1-1/4
1
1-9/16
1-1/4
1-3/4
1-1/2
2-1/8
2
2-3/4
3
3-7/8
4
5
Step 5: Install the grommet in the riser. We highly recom-
mend applying a bead of ADH100 adhesive to the groove of
the grommet prior to insertion into the riser hole. This will
make the grommet more secure and will overcome any imper-
fections in the drilled hole.
© 2003 Orenco Systems® Inc.
NIM-ATX-AX-2
Rev 1.1, 6/03

allation Guide
Commercial Applications
orenoo Systems'
Incorporated
Changing the Way the
W Does iX/aste.. al
1-800-348-9843
www.orenco.com

Adva'nTex' Design Criteria
For Commercial and Multi -Family Applications
c.®rco systems
Incorporated
1-800-348-9843
System Description and Treatment Process
Commercial AdvanTex® Treatment Systems are a multiple -pass, packed bed aerobic wastewater
treatment technology specifically designed and engineered for long-term processing of domestic
strength wastewater. Figure 1 shows a standard layout for the secondary treatment system (primary
treatment and dispersal not shown).
AdvanTi
Ventilatit
Assembl
Screenei
Influent
From
Primary
Tankage
Recircule
Splitter V
Fig.1 Standard Commercial AdvanTex Treatment System: Top View
istribution Valve
Pumping Package
Tank
AdvanTex Treatment Systems are capable of processing typical commercial AdvanTex influent
wastewater (see Table 1) to better than "secondary standards." Prior to the AdvanTex Treatment System,
primary treatment of raw sewage is accomplished through appropriately sized primary septic tanks.
After primary treatment, the effluent enters the recirc-blend tank, where it blends with the contents of.
the tank. ProSTEPTM pump packages in the recirc-blend tank transport blended effluent to a distribution
manifold in the AdvanTex filter pod. Effluent percolates down through the textile media, where it is
treated by naturally -occurring microorganisms that populate the filter. After passing through the filter
media, the treated effluent flows out of the filter pod through the filtrate return line that returns the
NDA-ATMOMM-PKG-1
Rev.1.0, © W3
i Page 1 of 10

effluent to the recirculating valve (RSV or MM). The valve automatically splits or diverts the flow
between the recirc-blend tank and the final discharge and controls the liquid level within the tank.
During extended periods of low forward flow into the system, 100% of the treated effluent is returned to
the recirc-blend tank. The recirc-blend tank is set up so that incoming effluent from the primary septic
tanks and filtrate from the AdvanTex system pods enter opposite the pump discharge to the pods so that
mixing, blending, and dilution of the effluent occurs before being dosed onto the AdvanTex filter pods.
System Selection: Configuration
The AdvanTex Treatment System is typically configured as shown in Figure 1. Excellent results with
regard to cBOD5 and TSS should be achieved, and in addition, total nitrogen reduction will typically
exceed 60% on average, assuming sufficient alkalinity is available.
If additional nitrogen reduction is desired, a specialty mode in which a portion of the filtrate is routed to
recirculate through the primary tank may be considered. This option allows for improved denitrification
to enhance the overall nutrient removal. There are several other factors that influence the nitrogen
process, and each of these should be considered when developing a plan for achieving significant
reductions in this area.
System Requirements: Typical Commercial AdvanTex Influent Wastewater Strength
As in residential applications, commercial wastewater strengths must remain within typical influent
limits as shown in Table 1, below. Consult Orenco or an authorized Dealer for higher waste strength
applications.
Table 1. Typical Commercial AdvanTex Influent Wastewater Strength'
Characteristic
Averagez
Weekly
Rarely Exceed
mg/L
mg/L
mg/L
BOD5
150
250
500
TSS
40
75
150
TKN
65
75
150
G&O
20
25 _
30
'Maximum allowable wastewater strength entering the Recirc-blend Tank of an AdvanTex Treatment System is "Typical
Commercial AdvanTex Influent Wastewater Strength."
'Commercial systems will occasionally elevate in strength based upon changes in flow characteristics or ownership. As the
average influent strength approaches 80% of the weekly peak levels, consideration must be given to providing supplemental
pre-treatment or additional treatment units.
System Requirements: Recommended Primary Tankage
Typical Primary Tank sizing will be based on Preferred HRTs (Hydraulic Retention Times) as described
in the Primary Tank Sizing Chart* (NDA-TNK-1) provided as an Appendix to this document.
Recommendations assume that peak weekly flows are typically two times normal average daily flows.
In the primary tank(s), the raw sewage separates into three distinct zones: a scum layer, a sludge layer,
and a clear layer. Heavy solids settle to the bottom to form the sludge layer, while the lighter material
floats to the top to create the scum layer. Facultative and anaerobic digestion converts the organic
matter to volatile organic acids while strict anaerobes ferment the volatile organic acids to gases
(methane, carbon dioxide, etc.). Effluent from the clear zone is then passed through a Biotubev effluent
filter before being transported to the recirc-blend tank. See Figure 2. For the system to operate properly,
NDA-ATX-COMM-PKG-1
Rev.1.0. © 5/03
Page 2 of 10

all tanks must meet minimum structural requirements, be completely watertight, and pass a watertight
test including the riser/tank connection. For detailed specifications, see structural and watertightness
criteria in Orenco's Material Specifications (NDA-ATX-COMM- SPECS- 1).
u
Fig. 2
Typical Primary Tank
When the required tank size exceeds available premanufactured tank capacities, cast -in -place meander
or multiple FRP or precast tanks as shown in Figures 3a and 3b are preferred configurations. Two
separate documents, Septic Tank Sizing for Large Flows, (NTP-TNK-TRB-2) and Design and
Performance of Septic Tanks, (NTP-TNK-TRB-3), provide significant background information specific
to the primary tank design and configuration.
Fig. 3a
Cast -in -Place Primary Meander Tank
Fig. 3b
Multiple Primary FRP tanks
Recirculation -Blend Tankage
The recirculation -blend tank is sized to equal at least 80% of the peak flow (QP). A larger tank may be
recommended based on the expected organic or peak design hydraulic loads, or to accommodate special
surge capacities or operator response capabilities.
NDA-ATX-COMM-PKG-1
Rev.1.0, © 5/03
Page 3 of 10

For nitrogen sensitive areas requiring greater than 60% nitrogen reduction, the recirc-blend tankage is
sized to equal at least 100% of the peak flow and greater primary tankage is recommended. Where
access to a primary waste source is unavailable, this may be provided as two separate tanks, typically an
80% recirc-blend, preceded by a 20% denitrification tank. Consult with Orenco's Systems Engineering
Department for details.
Design Loading Rates
Typical loading rates are based on the AdvanTex Loading Chart for Commercial and Multi -Family
Applications, (NDA-ATX-4) provided as an Appendix to this document. Orenco's suggested design
loading rates are based on typical per capita flow rates and average strength characteristics expected as
listed in Table 1. Performance is a function of the expected typical loads with periodic weekly peaks.
Orenco Systems, Inc.'s AX100 AdvanTex Treatment Systems packed bed media is configured in the
same manner as our ANSI/NSF Standard 40 Class I treatment units. Typically, the daily mass loading
is based on the expected daily flows and parameter strength. Figures 4a and 4b show average loading
capacity at 95% confidence level.
Effluent Quality vs. Hydraulic Loading Rates
Third Party ANSI and NSF 40 Testing Results
50
40
3D
30 4'0 .50
95% Confidence Level Average U Recommended Design Range for Residential Strength Waste
Fig. 4a — cBODS Fig. 0 - TSS
The base AdvanTex AX100 hydraulic load is 25 gpd/ftz with a base organic loading rate of 0.04 lbpd
BOD/ft2 (AX100: 2500 gpd — 4.0 lbpd). At these loading rates "actual" design criteria targets a 5/5
effluent quality in the discharge effluent. Discharge levels may be projected at a 95% confidence level
relative to the hydraulic loading rate. Peak hydraulic loads of 5000 gpd and peak organic stress loads of
over 81bs per day can be handled for short periods of time with little effect on performance. Higher
loading rates may be applicable relative to higher discharge limits or sufficient operating documentation,
but would. not be allowed to exceed 50 gpd/f 2 at the typical average characteristics presented in Table 1.
A thorough evaluation of all the typical wastewater characteristics will guide design limits. High oil and
grease concentrations may require pretreatment to ensure maintenance frequencies are not excessive.
If the loading rate (or mass load) needs to be reduced to meet discharge limits, it's a simple matter of
adding additional modular units. Operationally, the module's flexible and easily serviceable features
make AdvanTex units an ideal, efficient, and effective solution for all wastewater treatment applications
with domestic waste characteristics.
NDA-ATX-COMM-MG-1
Rev.1.0, © 5103
Page 4of10

Venting
Commercial AdvanTex filters may come with either an active or passive vent system, depending on
applicationtype and desired treatment levels. An active vent system utilizing a low wattage fan will
typically be used, except for small systems with residential quality influent waste strengths. The internal
volume of an AX100 is about 350 ft3; typically, air changes occur every other hour.
The inlet plumbing to the recirc-blend tank should allow for natural ventilation back through the
building sewer and vent stack. Building sewer lines provide a natural conduit for air movement and
exchange throughout the recirc-blend tank and treatment system. The passive vent provided contains a
carbon filter material to mitigate odors. However, a small amount of odor may still occur during a
dosing event, as air from the pod is displaced by the dosed effluent. This should be taken into
consideration before siting or locating a passive ventilated system in areas where this occasional odor
may be perceived as a nuisance.
Typical Effluent Quality
Effluent quality is dependent on a number of factors, including influent characteristics and loading rates.
Third party ANSI/NSF 40 testing results are shown in Figures 4a and 4b. The results demonstrate that
low -to -moderate loading rates can produce cBOD and TSS of <5 mg/L, while higher loading rates
produce cBOD and TSS in the range of 15-25 mg/L.
Nitrogen reduction in the standard configuration will typically exceed 60 percent. Using a specialty
mode, nitrogen reduction will typically exceed 70 percent, depending on wastewater strength and other
characteristics like BOD5, grease and oils, pH, tankage (HRT), temperature, and alkalinity
concentrations. Nitrification can be inhibited if the natural buffering capacity (alkalinity) is too low. On
a theoretical basis, 7.14 mg/L of alkalinity as CaCO3 is needed to nitrify 1 mg/L of NH4+. For more
information on nitrogen reducing systems, contact Orenco Systems Engineering.
Pumping Equipment
The integrated treatment package includes an Orenco ProSTEPTM pump package. Typically a single
pump is necessary to energize the distribution manifold in the AX100 treatment pod. There are eight
laterals in each filter with 4 nozzles each. The flow can be varied by adjusting the pressure at the pod
inlet; however, our baseline operational flow is about 1.57 gpm/nozzle, which puts the pumping rate at
about 50 gpm per each AX100. Model P5007 pumps are used for the AX100 units. Duplex or sufficient
multiple pumps are required in all commercial applications to ensure operational integrity with one or
more pumps out of commission.
Distributing Valves
Typically, Orenco automatic distributing valve assemblies are used to alternate doses to up to three
AX100 pods utilizing a duplex ProSTEP pump package. This allows for a 4:1 recirc-blend ratio during
periods of peak hydraulic loading without exceeding the maximum daily cycle rating of the pumps.
Orenco automatic distributing valve assemblies should be located at the high point between the recirc-
blend tank and the AdvanTex AX100 pod to ensure proper operation of the valve. For more details on
this product, please refer to Orenco Automatic Distributing Valve Assemblies for Wastewater Effluent
Systems (NTP-VA-1).
NDA-ATX-COMM-PKG-1
Rev.1.0, © 5103
Page 5 of 10
A

Residual Pressures
The residual pressure will typically be set to 4.5 psi to attain the desired 1.57 gpm/nozzle. Each pod is
supplied with a gauge tap and valve assembly to allow for pressure measurement at the pod inlet.
Recirculation -Blend Ratios and Timer Settings
Typical operating recirculation -blend ratios will vary between 2:1 and 4:1, and the "off' time varies as a
function of the recirc-blend ratio. The AdvanTex Treatment System controls are initially set to a 4:1
recirc-blend ratio and initial timer settings are established based on the expected average daily flow. A
typical dose event will vary between 1 and 2 minutes and will deliver about 1-1/2 to 3 gallons per nozzle
per dose. If flows vary significantly from expected flows, timer settings should be recalculated.
AdvanTex Control System
Critical to the success of the AdvanTex Treatment System is the method in which the effluent is loaded
onto the AdvanTex filter. Over the past three decades, timer controlled applications have proven to play
an essential role in optimizing the performance of both fixed and suspended growth biological systems.
A timer -controlled pump in the recirc-blend tank periodically doses effluent to a distribution system on
top of the AdvanTex filter media. Each time the filter is dosed, effluent percolates through the filter
media and is treated by naturally -occurring microorganisms that populate the filter. During periods of
high flow, a timer override float will temporarily adjust the timer settings to process the additional flow.
Remote telemetry control panels connected to a dedicated phone line are an integral part of all
commercial AdvanTex Treatment System equipment packages. Remote telemetry control panels give
wastewater system operators and maintenance organizations the ability to monitor and control each
individual system's performance remotely. This also allows Orenco to contact the panel directly to
assist the operator in system evaluation and troubleshooting. Remote telemetry control panels also
provide additional alarm functions to automatically page the operator in the event that trend data
indicate potential problem conditions (e.g. high flows).
Surge Volume
AdvanTex tankage design is consistent with that of other packed bed filters. Flow equalization should be
designed into the primary tanks with controlled (metered) feed to the recirc-blend tank. If surging needs
to be done in the recirc-blend tank, then sizing and timer controls will be programmed to optimize
performance and surge capacity. Churches, schools and assembly halls, are typical applications where
weekly surge control practices provide optimum filter sizing.
Other Design Considerations
AdvanTex AX100 pods have been designed for installation in areas that are free of water. If a project
requires placement of the pod in a high-water area, contact Orenco Systems Engineering for options.
For cold weather applications, AX units are available with insulation attached to the bottom of the lid (f-
inch thick; R-5 or 0.2 BTUs/hr/f 2/°F/inch thickness). Installing insulation around the sides of the filter
pods themselves is optional and is done onsite as needed.
Other cold weather considerations include standard practices used with most onsite pump systems, such
as allowing all lines to drain, insulating processing tank lids, and backfilling risers with pea.gravel if
frost -heave is a concern. For extreme climates with long periods of subfreezing weather, a warm air
source may be required. Consult Orenco if supplementary options need to be considered.
NDA-ATMOMM-MG-1
Rev.1.0. © 5103
Page 6 of 10

I �
I �
PrimaryTank Sizing Orenco Systems•
Incorporated
1-800-348-9843
At Orenco-Systems, we believe a structurally sound; watertight, and well -maintained septic tank is one
of the most effective and economical wastewater treatment devices available. Adequate septic tankage
will anaerobically digest organic material, remove settleable and floatable solids, help modulate flow,
and consistently discharge effluent that meets "primary treatment" standards.
The Primary Tank Sizing Chart on the next page lists Orenco's tank sizing recommendations for various
applications. The table includes minimum and preferred tankages for a dozen common types of
facilities. We acknowledge that both the minimum and preferred tankages listed exceed EPA minimum
sizes. After conducting extensive research on septic tankage, we are convinced that the smaller tankage
arrived at using the EPA formula will result in suboptimal performance. Moreover, although smaller
tanks may cost less initially, long-term cost of ownership is greater when their higher maintenance costs
are taken into consideration. From an economic standpoint, ensuring adequate tankage of onsite
wastewater treatment systems is an effective way to reduce operational costs. Consequently, we base
our numbers on long-term performance satisfaction with regard to nominal (minimum) and high quality
(preferred) effluent.
Here are a few tips on how to use this chart:
• To calculate the appropriate tank size for your job, multiply the design flow in gallons per day
specified by your regulatory commission (according to.facility type) by the hydraulic retention
time (HRT) in days, listed in the Minimum and Preferred columns. For example, if local
regulations require a 10,000 gpd system design for an office facility, Orenco recommends
tankage of 30,000 gpd (minimum) or 40,000 gpd (preferred).
• Because grease and oil can inhibit microbial action and seal the pores in a packed bed filter or
soil absorption system, Orenco recommends a grease tank for any facility with a commercial
kitchen. A grease tank, which provides the longer retention time required to cool grease and oil
to a point at which separation is possible, is.an'economical means of cooling and removing
grease and oil before integrating the kitchen flow into the primary tankage.
• Several types of facilities --such as churches, schools, weekend campsites, etc. --may experience
large fluctuations in daily flow; some may even receive all of their weekly flow over the course
of one or two days. For facilities like these that need surge control, flow equalization should be
included in the tank design.
• For facilities in the upper portion of the table with restrooms and kitchen, primary tankage
volume is determined by multiplying the total flow of the restrooms and kitchen combined by the
factor in the Primary Tankage cell. For larger facilities, such as the bottom three categories on
the chart, the values are intended to be cumulative.
This table should be used as a general guideline for decentralized wastewater treatment designs. If you
have questions about special cases where larger tankage or other measures may be necessary, or if you
have general questions about flow equalization, please call Orenco Systems at [phone] and ask
for Systems Engineering.
NDA-M-COMM-PKG-1
Rev.1.0, © 5/03
Page 7of10

Primary Tank Sizing Chart
Orenco Systems*
Incorporated
1-800-348-9843
Facility
Minimum
Preferred
Grease Tankage'•.
Primary Tankage'
Grease Tankage'
Primary Tankage
HRT (days)
i HRT (days)
HRT (days)
HRT (days)
Office/Manufacturing/Light Industrial
a) restrooms only
n1a
3
n1a
4
Restaurant/Deli
a) restrooms and kitchen
3
4
5
5
Convenience Store/Gas Station
a) restrooms only
n1a
3
n1a
4
b) restrooms and kitchen/deli
2
33
4
43
Hotel/Motel/Multiple Dwelling Units
a) restrooms only
n1a
3
n1a
4
b) restrooms and restaurant/kitchen
3
33
5
43
Church
a) restrooms only
n1a
2.5 + Surgea
n1a
4 + Surge'
b) restrooms and kitchen
2
2.5 + Surge3 a
4
4 + Surge3 a
School
a) ' restrooms only
n1a
3 + Surgea
n1a
4 + Surg(?
b) restrooms and kitchen
3
3 + Surge3 a
5
4 + Surge' a
Dog Kennel/Veterinary Clinic
a) restrooms only
n1a
3
n1a
4
b) restrooms and floor drains
n1a
3 + Surize,4,5
r1a
4 + Sur e3,4,s
RV Park
a) RV spaces
n1a
3
n1a
4
b) dump station
n1a
8
n1a
10
Casino
a) gaming floor
n1a
3
n1a
4
b) hotel/motel
n1a
3
n1a
4
c) restaurant/deli
3
4
5
5
Resort/Camp
a) bunk houses
n1a
3
n1a
4
b) main houses
n1a
3
n1a
4
c) kitchen
2
3
4
4
1. Grease tankage HRT is based on a separate kitchen peak flow, which is integrated into the main flow prior to introduction to the primary septic tanks.
2. Primary tankage HRT is based on total peak flow.
3. For facilities with restrooms and kitchen, primary tankage volume is determined by multiplying the total flow of the restrooms and kitchen combined by
the factor in the Primary Tankage cell.
4. To determine surge volume for flow equalization purposes, please call Orenco Systems at [phone] for assistance.
5. To reduce septage pumping in these and other specialized applications, we recommend using multiple tanks: The first should be small (0.5 to 0.75
HRT); subsequent tanks should provide the remaining HRT requirements.
NOTE: Tankages are based on long-term performance satisfaction (with respect to septage removal) and nominal (minimum) to high -quality (preferred)
effluent If effluent strength is higher than the expected level or if a higher level of treatment is required, greater tankage will be necessary.
To enhance total nitrogen reduction, primary tankage should be increased forAdvanTevTm Mode 3 systems. Consult Orenco Systemsfor specifics
NDA-ATX-COMM-PKG-1
Rev.1.0, © 5/03
Page 8 of 10

AdvanTex Loading o.encoSystems.
Incorporated
1-800-348-9M3
For Commercial and Multi -Family Applications
We at Orenco Systems have spent more than two decades researching packed bed filters, a proven
wastewater technology. Based on our research, we developed the AdvanTex® Treatment System, which
has been in use since the mid-1990s. AdvanTex Treatment Systems work like recirculating sand/gravel
filters, which treat wastewater through a combination of physical, chemical, and biological processes.
AdvanTex produces effluent that exceeds "secondary" treatment standards.
The difference between AdvanTex and sand/gravel filters is AdvanTex Treatment Systems use an inert
nonwoven textile material instead of granular media such as sand or gravel. Textile has several
advantages over granular media:
• Textile has a larger surface area —five times greater than an equivalent volume of sand —so
installations have a much smaller footprint than sand filter systems.
• Textile's higher absorption capacity allows loading rates five to twenty times higher than sand
(as high as 50 gpd/sq. ft.).
• Textile media weighs considerably less than granular media, so AdvanTex systems can be
prepackaged, which results in reduced installation costs.
• Textile media is washable, allowing for a relatively quick and easy rejuvenation of the
treatment system in cases of abuse or overloading.
Designing an AdvanTex Treatment System is similar to designing a recirculating sand filter (RSF). As
with an RSF, an AdvanTex system requires a recirculation -blend tank with approximately a one -day
hydraulic retention time (HRT). Most commercial AdvanTex systems also require a ventilation fan
(typically rated at 90 watts). However, the power required to operate this fan twenty-four hours per day
is significantly less than the power required to operate packaged treatment systems.
AdvanTex systems have performed well in residential applications where nitrogen removal is
necessary. In commercial applications, nitrogen reduction is much more complex than BOD and TSS
reduction, and consequently harder to predict. Nitrogen reduction will be dependent on incoming TKN
levels, water and air temperatures, alkalinity, pH and a number of other factors. While commercial
AdvanTex systems can be optimized for nitrogen removal, meeting stringent nitrogen limits on a
continuous basis cannot be guaranteed.
The AdvanTex Loading Chart on the next page lists Orenco's loading rate recommendations for
various applications. It includes loading rates for both actual and peak design flows for AdvanTex
filters used in commercial and multi -family applications. The loading rates used in the table are based
on screened primary -treated residential strength effluent from properly sized septic tanks. 1
This table should be used as a general guideline for decentralized wastewater treatment designs. If you
have questions about special cases where different loading rates or other measures may be necessary, or
if you have general questions about the AdvanTex Treatment System, please call Orenco Systems at
[phone] and ask for Systems Engineering.
1. For assistance with sizing primary tanks, see Orenco's Primary Tank Sizing document (NDA-TNK-1).
NOA-M-COMM-PKO-1
Rev.1.0, © 5103
Page 9 of 10

AdvanTex' Loading Chart
For Commercial and Multi -Family Applications
ONWO
Orenco ftstems•
Incorporated
1-800-348-9843
Facility
Recommended Commercial
AdvanTex
Loading Rate'
Actual Design'
gpd/s .ft.
Peak Design'
gpd/sq.ft.
Subdivisions/Multiple Dwelling Units
25
50
Office/Manufacturing/Light Industrial
a) restrooms only
25
50
Restaurant/Deli
a) restrooms and kitchen
10
25
Convenience Store/Gas Station
a) restrooms only
15
40
b) restrooms and kitchen/deli
10
25
Hotel/Motel
a) restrooms only
25
50
b) restrooms and restaurant/kitchen
15
35
Church.
a) restrooms only
25
50
b) restrooms and kitchen
15
40
School
a) restrooms only
25
50
b) restrooms and kitchen
15
40
Dog Kennel/Veterinary Clinic
a) restrooms only
25
50
b) restrooms and floor drains
15
40
RV Park
a) RV spaces
25
50
b) dump station
Not recommended
Casino
a) gaming floor
25
50
b) hotel/motel
25
50
c) restaurant/deli
10
25
Resort/Camp
a) bunk houses
25
50
b) main houses
25
50
c) kitchen
10
25
AdvanTex loading rates assume properly sized primary tankage, as outlined in the Primary Tank Sizing document (NDA-TNK-1).
Loading rates are based on nominal wastewater characteristics as described in the AdvanTex Design Criteria For Commercial
Applications document (NDA-ATX-COMM-2).
2. Actual design is the expected daily flow (based on a 30-day. average).
3. Peak design is the maximum daily flow a facility is expected to produce (over a week's time).
NOTE: Loading rates shown are for systems expected to perform secondary standards like ANSLWSF 40. Higher performance
systems will require special review and will generally feature lower loading rates.
NOA-ATX-COMM-PKG-1
Rev.1.0, © 5/03
Page 10 of 10

Commercial AdvanTexe - AX100 Material Specifications
1
1
Material Spec if,ications
' Throughout this document you will find the term "or approved equal". For this
project this term "approved equal" shall mean equal in the judgement of the
engineer.
Should the bidder seek approval of a product other than the brand or brands
named in the 'specifications, it shall furnish written evidence that such product
conforms in all respects to the specified requirements, and that it has been used
successfully elsewhere under similar conditions. Where the specified requirements
involve conformance to recognized codes or standards the bidder shall furnish
evidence of such conformance in the form of test or inspection reports, prepared by
a recognized agency, and bearing an authorized signature.
IManufacturer's standard data and catalog cut sheets will not be considered
sufficient in themselves, and the engineer will not be responsible for seeking further
data from the manufacturer, or for otherwise researching the product. Failure to
provide complete data will be cause for rejection of the product. The submission
shall include any impacts that could be expected from the alternative product and
shall also indicate any product that would require a license or royalty, the actual
fees, and a note that these fees would be handled by the bidder.
The bidder shall provide submissions, meeting the above parameters no less than 96
hours prior to bid opening for review by the engineer.
A. PRIMARY AND SECONDARY TANKS
1. General:
The manufacturer shall provide the structural design and certification to the
engineer for review. The design shall be in accordance with accepted
engineering practice. Precast concrete or fiberglass tanks shall have been
designed by a registered engineer and approved by state or local regulatory
agencies, or authorities.
a. Loading Criteria:
• There shall be 140 pcf for minimum weight of saturated
backfill, or 127 pcf for unsaturated backfill (500 psf
minimum).
• Minimum lateral loading shall be 62.4 pcf. Lateral loading
shall be determined from ground surface.
The tank shall also support a concentrated wheel load of 2500
lbs.
Page 1
NDA-M-COMM-SPECS-1
Rev.1.0, © 4/03
Orenco Systems®, Inc.

Commercial AdvanTex - AX100 Material Specifications
There are four (4) Typical loading conditions that should be analyzed:
1. 4 ft. Bury + Full Exterior Hydrostatic Load
2. 4 ft. Bury + Full Exterior Hydrostatic Load + 2500 lb. Wheel
Load.
3. 1 ft. Bury + 2500 lb. Wheel Load.
4. Tank Full, Interior Hydrostatic Load and Unsupported by Soil.
Load Case 4 represents the tank full of liquid at 62.4 lbs/cu.ft. This
condition addresses seam and haunch stress -strain relationships that
occur during watertightness testing, as well as poor soil bedding
conditions that provide inadequate support.
b. Tanks requiring deep burial (>48") or subject to truck or heavy traffic
loading require special consideration. .(A minimum soil cover of 12
inches shall be used, unless specified otherwise by manufacturer.)
c . All tanks shall be structurally sound and watertight and shall be
guaranteed in writing by the tank manufacturer for a period of two
years from the date of final acceptance. Manufacturer's signed
guarantee shall accompany bids. The tank guarantee/warranty shall be
furnished at the time of submittal. Tank warranty shall not have a
limited liability in regards to replacement cost of the tanks. The septic
tank shall be capable of withstanding long-term hydrostatic loading, in
addition to the soil loading, due to a water table maintained at ground
surface.
d. Tanks shall be manufactured and furnished with a minimum access
opening of 20 inches in diameter and of the configuration shown on
the manufacturer's drawings. Modification of completed tanks will
not be permitted.
e. Inlet plumbing shall include an inlet tee which penetrates 18 inches
into the liquid from the inlet flow line. (The depth may vary depending
on the tank's height; in all cases, though, the inlet should extend to a
level below the bottom of the maximum scum depth.) The inlet
plumbing shall allow for natural ventilation back through the building
sewer and vent stack.
f. Tanks shall be capable of successfully withstanding an aboveground
static hydraulic test and shall be individually tested.
g.. Tanks shall be installed in strict accordance with the manufacturer's
recommended installation instructions.
2. Concrete Tanks:
a. Walls, bottom and top of reinforced concrete tanks shall be designed
across the shortest dimension using one-way slab analysis. Stresses in
each face of monolithically constructed tanks may be determined by
analyzing the tank cross-section as a continuous fixed frame.
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1
Commercial AdvanTexo - AX100 Material Specifications
b . The walls and bottom slab shall be poured monolithically;
alternatively, water stops may, be provided.
c. Reinforcing steel shall be ASTM A-615 Grade 60, FY = 60,000 psi.
Details and placement shall be in accordance with ACI 315 and ACI
318.
d. Concrete shall be ready -mix with cement conforming to ASTM CI50,
Type II. It shall have a cement content of not less than six (6) sacks
per cubic yard and maximum aggregate size of 3/4-inch.
Water/cement ratio shall be kept low (0.35±), and concrete shall
achieve a minimum compressive strength of 4000 psi in 28 days. The
Contractor shall submit a concrete mix design to the Engineer for
review and approval. Three (3) concrete sample cylinders shall be
taken and tested until the manufacturer. and Engineer are satisfied that
the minimum compression strength is being obtained. To ensure
compliance, the manufacturer shall then make and set three (3) sample
cylinders for a minimum of 20% of the remaining tanks at the
discretion of the Engineer. If the minimum compressive strength is
not being obtained, the manufacturer shall be required to make the test
sample cylinders for each tank manufactured. Calcium chloride will
not be allowed in the mix design. The cost of testing cylinders shall be
the tank manufacturer's responsibility. The tank manufacturer may
supply a Swiss hammer for compressive testing in the field in lieu of
sample cylinders.
e. Tanks may be protected by applying a heavy cement -base waterproof
coating (Thorosealo or equal), on both inside and outside surfaces, in
compliance with Council of American Building Officials (CABO)
report #NRB-168; 6181, however, the tank should be watertight
without the addition of seal coatings.
f. Form release used on tank molds shall be Nox CreteTM or equal.
Diesel or other petroleum products are not acceptable.
g. Tanks shall not be moved from the manufacturing site to the job site
until the tank has cured for seven (7) days or has reached two-thirds of
the design strength.
h. Tanks shall be manufactured and furnished with access openings of the
size and configuration necessary to accommodate individual packaged
pump systems. For 24-inch diameter access risers, the tank
manufacturer shall cast in place a flanged tank adapter to facilitate the
bonding of a 24-inch diameter access riser. The flanged tank adapter
shall be made of 1/4" thick ABS and shall have an outside diameter of
27 inches and an inside diameter of 22-3/4 inches. The flanged
adapter shall be Orenco Systems®, Inc. Model PRTA24 or engineered
approved equal. The adapter must have an overall height of no less
than 3 inches to allow 1-1/2" exposed for sufficient bonding area once
the adapter is installed in the tank. For 21 and 30-inch diameter access
Page 3
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Commercial AdvanTex® - AX100 Material Specifications
risers, either a grooved tank adapter plate (Model RRFTA or
RRFTA30) or a flanged tank adapter (Model FRTA30) specified as
cast -in -place, bolt down or FRP may be installed into or onto the tank.
The adapter shall be manufactured of fiberglass or ABS and shall
accommodate a 21 or 30-inch diameter access riser.
i. The septic tank and the top slab shall be sealed with a preformed
flexible plastic gasket. The flexible plastic gasket shall be equal to the
flexible butyl resin sealant congeal CS-102 or CS-202 as manufactured
by Concrete Sealants, Inc. of New Carlisle, Ohio, and shall conform to
federal specification SS-S-00210(2iOA) and AASHTO M-198. A
mechanical fastening method shall be used if the seasonal groundwater
level may reach the top slab seam of the tank.
j. In order to demonstrate watertightness, tanks shall be tested twice
prior to acceptance. Inlets to the septic tank will be watertight pipe
seal Cast-A-Seaff (Manufactured by Press -Seal Gasket Corporation)
or equal or engineer approved equal. Each tank shall be tested at the
factory, prior to shipping, by filling with water to the soffit and letting
stand. After 24 hours, the tank shall be refilled to the soffit and the
exfiltration rate shall be determined by measuring the water loss
during the next two (2) hours. Any leakage shall be cause for
rejection. After installation is completed, each tank shall be filled with
water to a point two (2) inches into the access riser and retested as
previously described (the field test period may be reduced to not less
than two (2) hours). Backfill of a depth equal to the water height in
the riser must be in place over the tank to prevent damage due to
hydrostatic uplift. No tank will be accepted if there is any leakage
over the two (2) hour period.
3. Fiberglass Tanks:
a. Method of Calculations:
1. Fiberglass tanks shall be analyzed using finite element analysis
for buried structures.
2. Calculations shall address the following:
• strength
• buckling
• deflection of 5% of the tank diameter, based on service
load (including long-term deflection lag)
• buoyancy
3. Performance testing
Material Properties and Laminates
The laminates considered in this analysis shall be fiberglass reinforced
polyester resin, using grades of resin and fiberglass considered
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Commercial AdvanTexe - AX100 Material Specifications
acceptable for use with septic tank construction. The thicknesses for
different regions of the tanks shall be described and shown in shop
drawings for each individual tank.
Typical primary strength properties are listed below:
Tensile Modulus (psi) 1,000,000
Ultimate Tensile strength (psi) 10,000
Ultimate Compressive strength (psi) 21,000
Ultimate Flexural strength (psi) 18,000
Ultimate Shear In -Plane (psi) 7,000
b. In lieu of calculations for fiberglass tanks, the supplier may elect in -
situ performance testing.
c. In -situ testing of each tank model shall include use of strain gauge and
deflection gauge. The tank will be subjected to external forces equal
to twice the actual load.
d. Maximum initial deflection based on test loading shall not exceed 3%
of the tank diameter.
e. Performance testing will be evaluated by a Registered Professional
Engineer (P.E.). The Engineer will have the sole responsibility to
determine the maximum external loading on any of the tank models.
f. The tank shall be constructed with a glass fiber and resin content
specified by the manufacturer and with no exposed glass fibers. Any
metal part shall be 300 series stainless steel.
g. Inspections may be made by the engineer in the supplier's yard, within
the plant, upon delivery and again after installation. The minimum
wall thickness shall be 3/16-inch. If the wall thickness is suspected to
be less than 3/16-inch or if delamination is suspected within any
portion of the tank, the engineer may drill a 1/4-inch diameter hole
through the tank wall for inspection purposes. If the required
minimum 3/16-inch thickness is not found, repair if feasible shall be
the responsibility of the contractor. If repair is judged not feasible, the
tank shall be rejected. If twenty percent (20%) or more of the tanks
are rejected for any of the aforementioned reasons, each tank under
this bid will become, suspect of substandard quality and subject to
rejection by the engineer. If the required minimum 3/16-inch
thickness is found and no delamination is present, the repair of the
inspection holes shall be the responsibility of the engineer.
h. The engineer shall specify the minimum weight of each tank model
that will be allowed. The manufacturer will permanently mark the
weight of each tank on the top near the access hole.
i. The minimum tank weight shall be specified by the manufacturer's
engineer (i.e., 330 lbs for 1,000-gallon tanks; 450 lbs for 1,500-gallon
tanks; add 30 lbs for internal baffle).
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Commercial AdvanTex°. - AX100 Material Specifications
j. Holes specified for the tank shall be provided by the manufacturer.
Resin shall be properly applied to all cut or ground edges so that no
glass fibers are exosed and all voids are filled.
k. Orenco Systems , Inc. EPDM gaskets, or approved equal, shall be
used at the inlet to join the tank wall and the inlet piping. ABS or
Schedule 40 PVC pipe and fittings shall be used at the inlets.
1. Inlet plumbing shall include an inlet tee that penetrates 18-inches into
the liquid from the inlet flow line. (The depth may vary depending on
the tank's height; in all cases, though, the inlet should extend to a level
below the bottom of the maximum scum depth). The inlet plumbing
shall allow for natural ventilation back through the building sewer and
vent stack.
m. Water testing shall be performed on each tank and shall be witnessed
by the engineer. Every tank shall be filled with water to the brim of
the access opening for a minimum of two (2) hours. The tank shall
show no leakage from section seams, pin -holes or other imperfections.
Any leakage is cause for rejection.
n. When leakage occurs, if the tank is not rejected by the engineer, an
additional water test shall be made on the tank after repairs have been
completed, upon request by the engineer. The tank provider shall be
responsible for making all corrective, measures in production or
assembly necessary to ensure a completely watertight tank.
o. After installation of tank with riser is completed, each tank shall be
filled with water to a point two (2) inches into the access riser and the
water loss measured after a two-hour period. Every tank test shall be
witnessed by the engineer. Any leakage shall be cause for rejection.
Backfill of a depth equal to the water height in the riser must be in
place over the tank to prevent damage due to hydrostatic uplift.
p. Each tank shall be marked in the upper most surface above or near the
outlet and include a permit number or identification number, weight of
tank, type of tank, and date of manufacture.
q . Installation shall be in accordance with the manufacturer's
recommendations, or as shown on the Contract Plans, whichever is
more stringent; no variations.
B. SEPTIC TANK EFFLUENT FILTER ASSEMBLY:
All filter systems shall be supplied by a reputable manufacturer with at least five
years of experience in supplying equipment for onsite wastewater treatment
systems. Effluent filters shall prevent particles larger than 1/8-inch in diameter
from leaving the tank. Effluent filters shall have a solid bottom or deflecting
device that prevents vertically rising solids from reaching the filtering surface
area during ebullition (sludge bulking).
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Commercial AdvanTexe - AX100 Material Specifications
1. Risers:
Risers shall be required for access to internal vaults and access into the septic
tanks for septage pumping. All risers shall be constructed watertight. The
risers shall be attached to the tanks such that a watertight seal is provided.
Risers shall extend three inches (3") above original grade to allow for
settlement and to ensure positive drainage away from the access. Risers for
e inspection ports shall be a minimum of 18 inches in nominal diameter. Risers
containing pumping assemblies or electrical splice boxes shall be a minimum
of 24 inches in diameter and shall be of sufficient diameter to allow removal
' of internal vaults without removing splice boxes, etc. Risers shall be a
minimum of 30inches in nominal diameter when the depth of bury is 36
inches or greater. All other risers shall be a minimum of 24 inches in nominal
diameter and shall vary in height depending on the depth of bury on the
various tanks. Adhesive required to adhere the PVC or fiberglass risers to
either fiberglass or ABS tank adapter shall be either a two-part epoxy, Model
MA320 or approved equal, or a single component adhesive Model ADH100
or approved equal. To ensure product compatibility, risers, lids, and
attachment components shall be supplied by a single manufacturer.
2. Inlet and Cleanout Risers:
Risers shall be ribbed PVC as manufactured by Orenco Systems , Inc. or
approved equal. The material shall be PVC -as per ASTM D-1784 and tested
in accordance with AASHTO M304M-89. The risers shall be constructed of
non -corrosive material and designed to be buried in soil. Risers shall have a
minimum stiffness of 10 psi, when tested according to ASTM D2412. Risers
shall be capable of withstanding a truck wheel load (36 square inches) of 2500
pounds for 60 minutes with a maximum vertical deflection of 1/2-inch. Risers
shall extend to 3 inches above the ground surface to allow for settlement and
shall have a minimum nominal diameter of 24 inches. See section 3 below for
adhesive requirements.
3. Outlet Risers:
Outlet risers shall be ribbed PVC as manufactured by Orenco Systems, Inc. or
engineer -approved equal. The material shall be PVC as per ASTM D-1784
and tested in accordance with AASHTO M304M-89. The risers shall be
constructed of non -corrosive material and designed to be buried in soil.
Risers shall have a minimum stiffness of 10 psi, when tested according to
ASTM D2412. Risers shall be capable of withstanding a truck wheel load (36
square inches) of 2500 pounds for 60 minutes with a maximum vertical
deflection of 1/2-inch. Risers shall extend to 3 inches above the ground
surface to allow for settlement and shall have a minimum nominal diameter of
24 inches.
• Adhesive: When bonding to concrete or fiberglass grooves, a two-part
epoxy, one pint required per 18-inch or 24-inch diameter riser and one
Page 7
NDA-ATMOMM-SPECS-1
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Commercial AdvanTexe - AX100 Material Specifications
quart required per 30-inch diameter riser, Model ADHP10 or
ADHQ 10, or approved equal shall be used. When bonding to a
flanged riser tank adapter, either a two-part epoxy, Model MA320 or
approved equal, or a single component adhesive Model ADH100 or
approved equal shall be used.
4. Riser -To -Tank Attachment:
Risers shall be attached to tanks with one of the following attachment
systems, or approved equal: (1) Orenco Systems , Inc. Model RUBDKIT
attachment kit; (2) Orenco Systems, Inc. Model PRTA24 tank adapter used
with Model PRTA24BDKIT bolt down kit, and Model MA320 or ADH100
adhesives; (3) Orenco Systems, Inc. Model RRFTA tank adapter used with
Model RRFTABDKIT bolt down kit and Model ADHP10 adhesive; (4)
Orenco Systems, Inc. Model FRTA30 tank adapter should be specified as
either a cast in place, bolt down, or adapter for an Orenco FRP tank with use
of Model ADH100 adhesive. All attachment components shall be
constructed of waterproof, non -corrosive materials, such as PVC, ABS,
fiberglass, or stainless steel. Adhesives and sealants shall be waterproof,
corrosion resistant and approved for the intended application. The riser -to -
tank connection shall be watertight and structurally sound. The riser -to -tank
connection shall be capable of withstanding a vertical uplift of 5000 pounds to
prevent riser separation due to tank settlement, frost heave, or accidental
vehicle traffic over the tank.
5. Lids:
One lid shall be furnished with each access riser. Lids shall be Orenco
Systems, Inc. Model FL24-413, FL30G or engineer -approved equal, as
appropriate, fiberglass with green non-skid finish, and provided with stainless
steel bolts, and wrench. Manufacturer shall provide evidence that lids have
been used successfully in continuous field service for a minimum of five years
to demonstrate long-term integrity and suitability for the application. Lids
shall be waterproof, corrosion resistant and UV resistant. Lids shall be flat,
with no noticeable upward dome. A crown or dome of no more than 1/8-inch
is allowable. Lids shall not allow water to pond on them. Lids shall have a
green non-skid finish. Self-lubricating plastics, such as polyethylene, shall
not be considered non-skid without addition of a non-skid coating. Lids shall
form a watertight seal with the top of riser. Lids shall be capable of
withstanding a truck wheel load (36 square inches) of 2500 pounds for 60
minutes with a maximum vertical deflection of 1-1/2-inch. Lids shall be
provided with tamper -resistant stainless steel fasteners and a tool for fastener
removal. Tamper -resistant fasteners include recessed drives, such as hex,
Torx, and square. Fasteners that can be removed with common screwdrivers,
such as slotted and Phillips, or fasteners that can be removed with standard
tools, such as pliers or crescent wrenches, are not considered tamper -resistant.
Page 8
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Commercial AdvanTexe - AX100 Material Specifications
To prevent a tripping hazard, fasteners shall not extend above the surface of
the lid.
Optional Components
a. Traffic bearing lid: The traffic bearing lid shall be a cast iron frame
and cover, part number 6024, 3060, 4036, as manufactured by Sather
Manufacturing Co., Inc., or approved equal, which will fit over a
standard lid. The cover shall have the word SEWER cast into it.
b. Rigid closed -cell foam insulation of 2-inch thickness shall be
mechanically attached to the underside of the lid. All fasteners shall
be made of corrosion resistant stainless steel. The insulation shall
have an R-value of no less than 10 per 2-inch increment.
O6. Riser Installation:
Riser installation shall be accomplished according to the manufacturer's
instructions.
7. Biotube° Effluent Filter
Orenco Systems , Inc. Model FT0854-36, FT1254-36 or FT1554-36, Biotube
Effluent Filter or approved equal, installed in conformance with the engineer's
plans. The filter shall have a minimum effective screen area of no less than
15.8 square feet. The Biotube Effluent Vault shall consist of either an 8, 12,
or 15-inch diameter, 54-inch deep PVC vault with eight (8) 1-3/8 inch
diameter holes evenly spaced around the perimeter, located 22 inches from the
base of the filter vault. The Biotube cartridge shall be made with 1/8-inch
mesh polypropylene and with a solid base (to prevent solids from entering
through the bottom during ebullition). The Biotube cartridge shall be housed
inside the PVC vault.
Note: Commercial and multiple -user tanks require larger Effluent Filters, the
sizes of which must be individually determined and spelled out in the
specifications. Commercial applications should be sized according to the
Orenco Systems, Inc. document titled `Biotube Effluent Filter Sizing."
C. PRIMARY SEPTIC TANK EFFLUENT PUMPING ASSEMBLY:
All pumping systems shall be supplied by a reputable manufacturer with at least
five years of experience in supplying equipment for onsite wastewater treatment
systems. References must be available on request from the engineer. Systems
shall be Orenco Systems, Inc. High -Head Pumping Assemblies or approved
equal, composed of -
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Commercial AdvanTexo - AX100 Material Specifications
1. Risers:
Risers shall be required for access to internal vaults and access into the septic
tanks for septage pumping. All risers shall be constructed watertight. The
risers shall be attached to the tanks such that a watertight seal is provided.
Risers shall extend three inches (3") above original grade to allow for
settlement and to ensure positive drainage away from the access. Risers for
inspection ports shall be a minimum of 18 inches in nominal diameter. Risers
containing pumping assemblies or electrical splice boxes shall be a minimum
of 24 inches in diameter and shall be of sufficient diameter to allow removal
of internal vaults without removing splice boxes, etc. Risers shall be a
minimum of 30 inches in nominal diameter when the depth of bury is 36
inches or greater. All other risers shall be a minimum of 24 inches in nominal
diameter and shall vary in height depending on the depth of bury on the
various tanks. Adhesive required to adhere the PVC or fiberglass risers to
either fiberglass or ABS tank adapter shall be either a two-part epoxy, Model
MA3.20 or approved equal, or a single component adhesive Model ADH100
or approved equal. To ensure product compatibility, risers, lids, and
attachment components shall be supplied by a single manufacturer.
2. Inlet and Cleanout Risers:
Risers shall be ribbed PVC as manufactured by Orenco Systems , Inc. or
approved equal. The material shall be PVC as per ASTM D-1784 and tested
in accordance with AASHTO M304M-89. The risers shall be constructed of
non -corrosive material and designed to be buried in soil. Risers shall have a
minimum stiffness of 10 psi, when tested according to ASTM D2412. Risers
shall be capable of withstanding a truck wheel load (36 square inches) of 2500
pounds for 60 minutes with a maximum vertical deflection of 1/2-inch. Risers
shall extend to two inches above the ground surface to allow for settlement
and shall have a minimum nominal diameter of 18-inches. See section 3b
below for adhesive requirements.
3. Outlet Risers:
Outlet risers shall be ribbed PVC as manufactured by Orenco Systems, Inc. or
engineer -approved equal. The material shall be PVC as per ASTM D-1784
and tested in accordance with AASHTO M304M-89. The risers shall be
constructed of non -corrosive material and designed to be buried in soil.
Risers shall have a minimum stiffness of 10 psi, when tested according to
ASTM D2412. Risers shall be capable of withstanding a truck wheel load (36
square inches) of 2500 pounds for 60 minutes with a maximum vertical
deflection of 1/2-inch. Risers shall be at least 12" high, shall.have a minimum
nominal diameter of 30" when used in a duplex pumping application and shall
be factory -equipped with the following:
a. Electrical and Discharge Grommets: EPDM grommets shall be
installed by the manufacturer for discharge piping, vent piping, and/or
Page 10
NDA-ATX-COMM-SPECS-1
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Commercial AdvanTexe - AX100 Material Specifications
the electrical conduit to assure a watertight seal. The grommets shall
be installed at the factory by the manufacturer of the access risers.
b. Adhesive: When bondingto concrete or fiberglass
g ss grooves, atwo-part
epoxy, one pint required per 18-inch or 24-inch diameter riser and one
quart required per 30-inch diameter riser, Model ADHP10 or
ADHQ 10, or approved equal shall be used. When bonding to a
flanged riser tank adapter, either a two-part epoxy, Model MA320 or
equal, or a single component adhesive Model ADH100 or approved
equal shall be used.
4.
Riser -To -Tank Attachment:
Risers shall be attached to tanks with one of the following attachment
systems, or° approved equal: (1) Orenco Systems®, Inc. Model RUBDKIT
attachment kit; (2) Orenco Systems, Inc. Model PRTA24 tank adapter used
with Model PRTA24BDKIT bolt down kit, and Model MA320 or ADH100
adhesives; (3) Orenco Systems, Inc. Model RRFTA tank adapter used with
Model RRFTABDKIT bolt down kit and Model ADHP10 adhesive; (4)
Orenco Systems, Inc. Model FRTA30 tank adapter should be specified as
Ieither
a cast in place, bolt down, or adapter for an Orenco FRP tank with use
of Model AD11100 adhesive. All attachment components shall be
constructed of waterproof, non -corrosive materials, such as PVC, ABS,
fiberglass, or stainless steel. Adhesives and sealants shall be waterproof,
corrosion resistant and approved for the intended application. The riser -to -
tank connection shall be watertight and structurally sound. The riser -to -tank
connection shall be capable of withstanding a vertical uplift of 5000 pounds to
prevent riser separation due to tank settlement, frost heave, or accidental
vehicle traffic over the tank.
5. Lids:
One lid shall be furnished with each access riser. Lids shall be Orenco
Systems®, Inc. Model FL24-4B, FL30G or engineer -approved equal, as
appropriate, fiberglass with green non-skid finish, and provided with stainless
steel bolts, and wrench. Manufacturer shall provide evidence that lids have
been used successfully in continuous field service for a minimum of five years
to demonstrate long-term integrity and suitability for the application. Lids
shall be waterproof, corrosion resistant and UV resistant. Lids shall be flat,
with no noticeable upward dome. A crown or dome of no more than 1/8-inch
is allowable. Lids shall not allow water to pond on them. Lids shall have a
green non-skid finish. Self-lubricating plastics, such as polyethylene, shall
not be considered non-skid without addition of a non-skid coating. Lids shall
form a watertight seal with the top of riser. Lids shall be capable of
withstanding a truck wheel load (36 square inches) of 2500 pounds for 60
minutes with a maximum vertical deflection of 1-1/2-inch. Lids shall be
provided with tamper -resistant stainless steel fasteners and a tool for fastener
Page 11
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Commercial AdvanTex - AX100 Material Specifications
removal. Tamper -resistant fasteners include recessed drives, such as hex,
Torx, and square. Fasteners that can be removed with common screwdrivers,
such as slotted and Phillips, or fasteners that can be removed with standard
tools, such as pliers or crescent wrenches, are not considered tamper -resistant.
To prevent a tripping hazard, fasteners shall not extend above the surface of
the lid.
Optional Components
a. Traffic bearing lid: The traffic bearing lid shall be a cast iron frame
and cover, part number 6024, 3060, 4036, as manufactured by Sather
Manufacturing Co., Inc., or approved equal, which will fit over a
standard lid. The cover shall have the word SEWER cast into it.
b. Rigid closed -cell foam insulation of 2-inch thickness shall be
mechanically attached to the underside of the lid. All fasteners shall
be made of corrosion resistant stainless steel. The insulation shall
have an R-value of no less than 10 per 2-inch increment. .
6. Riser Installation:
Riser installation shall be accomplished according to the manufacturer's
instructions.
7. Pump Vaults:
Orenco Systems, Inc. Model PVU Series, Universal Biotube° Pump Vault or
engineer -approved equal, installed in conformance with the engineer's plans.
The filter shall have a minimum effective screen area of no less than 20.6
square feet. (Note: Commercial and multiple -user tanks may require a larger
or duplex Biotube Pump Vault, the sizes of which must be individually
determined and spelled out in the specifications.) The Biotube Pump Vault
shall consist of a 12-inch diameter HDPE vault with eight (8) 2-inch diameter
holes evenly spaced around the perimeter, located appropriately to allow for
maximum sludge and scum accumulation before requiring pumping
(approximately 70% of minimum liquid level). Housed inside the
polyethylene vault shall be the Biotube® assembly consisting of 1/8-inch mesh
polypropylene tubes. Attached to the vault is a flow inducer to accept one or
two high -head effluent pumps.
8. Discharge Hose and Valve Assembly:
Orenco Systems°, Inc. Model HV12513C, HV150BC or HV20013C, 1.25-inch,
1.50-inch or 2-inch diameter, 150 psi PVC ball valve, 150 psi PVC check
valve, PVC flex hose with minimum working pressure rating of 64 psi, and
Schedule 40 PVC pipe. When pumping downhill, include anti -siphon
- assembly.
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Commercial AdvanTex® - AX100 Material Specifications
9. Float Switch Assembly:
Orenco Systems, Inc. Model M174A with four switch floats mounted on a PVC
stem attached to the filter cartridge. The floats must be adjustable and must
be removable without removing the pump vault. The high- and low-level
alarms, on and off function shall be preset as shown in the engineer's plans.
Each float lead shall be secured with a nylon strain relief bushing at the splice
box. The floats shall be UL or CSA listed and shall be rated for a minimum of
5.OA @ 120 VAC.
10. High Head Effluent Pumps:
Must be approved for use in pump vault as described in C7. For most
applications, an Orenco Systems, Inc. Model P Series, 1/2 to 1.5 hp, 115/230
VAC, single phase, 60 Hz, two -wire motor, with 10 foot long extra heavy
duty (SO) electrical cord with ground. Pump shall be UL and CSA listed as
an effluent pump. Pump shall be provided with a non -prorated five-year
warranty.
11. Electrical Splice Box:
Orenco Systems, Inc. Model S136, UL approved for wet locations, equipped
with six electrical cord grips and a 1-inch outlet fitting. Also included shall be
UL listed waterproof butt splice connectors. The use of a UL-approved
conduit seal kit shall be required to prevent the passage of gases, vapors, or
flames through the conduit. Substitute Model S134, equipped with four
electrical cord grips and a 3/4-inch outlet fitting and Model SBX-D for Class
1, Division 1 applications.
12. Controls and Alarms (see Alternate):
Controls and alarms shall be listed per UL 508. Panels shall be repairable in
the field without the use of soldering irons or substantial disassembly. Panel
shall be Orenco Systems®, Inc. Model MVP-DAX1R0 or MVP-DAX2RO
control panel meeting the following:
Standard Components:
a. Motor -Start Contactor: 115 VAC: 16 FLA, 1 hp, 60 Hz; 2.5
million cycles at FLA (10 million at 50% of FLA). 230 VAC:
16 FLA, 3 hp, 60 Hz; 2.5 million cycles at FLA (10 million at
50% FLA).
b. Toggle Switch: Single -pole, double -throw MOA switch. 20
amps, 1 hp.
c. Controls Circuit Breaker: 10 amps, OFF/ON switch. Single -
pole 115 VAC. DIN rail mounting with thermal magnetic
tripping characteristics.
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Commercial AdvanTex® - AX100 Material Specifications
Pump Circuit Breaker: 20 amps, OFF/ON switch. Single -pole
115 VAC, double -pole 230 VAC. DIN rail mounting with
thermal magnetic tripping characteristics.
d. Audio Alarm: 80 dB at 24", warble -tone sound.
e . Visual Alarm: 7/8" diameter red lens, "Push -to -silence."
NEMA 4, 1-watt bulb, 115 VAC
f. Panel Enclosure: Measuresl3.51" high x 11.29" wide x 5.58"
deep. NEMA 4X rated. Constructed of UV -resistant fiberglass;
hinges and latch are stainless steel. Conduit couplings
provided.
g. MVP-DAX1RO Panel Ratings: 115 VAC, 1 hp, 16 amps,
single phase, 60 Hz.
h. MVP-DAX2RO Panel Ratings: 230 VAC, 3 hp, 16 amps,
single phase, 60 Hz.
i. Event Counter: 115 VAC, 6-digit, non-resettable.
j. Elapsed Time Meter: 115 VAC, 7-digit, non-resettable. Limit of
99,999 hours; accurate to 0.01 hours.
Optional Components:
k. Pump Run Light: 7/8" green lens. NEMA 4, 1-watt bulb, 115 VAC.
1. Heater: Anti -condensation heater. Self-adjusting; radiates additional
wattage as temperature drops.
in. Intrinsically Safe Controls Relays: 115 VAC. Listed per UL 913, for
Class I, Div. I, Groups A, B, C, D hazardous locations. Larger
enclosure required.
n. Current Sensor: 115 VAC. Go/no-go operation. Pump fail indicator
light on panel. Manual reset switch.
Alternate: Remote Telemetry Control System
Controls and alarms shall be listed per UL 508. Panels shall be repairable in
the field without the use of soldering irons or substantial disassembly. Panel
shall be Orenco Systems , Inc. VCOM-DAX1R0 or VCOM-DAX2RO
control panel or approved equal, meeting the following:
Remote Telemetry Control System
The system will be monitored via remote telemetry with real time efficiency.
In addition, the control system shall be capable of the following functions:
a. Data Collection and Utilization. Logs data for system conditions and
events such as pump run time, pump cycles, and alarm conditions.
b. Downloadable Logs. Down load logs into a *.dif or ASCII format for
simple conversion to common spreadsheet or word processor
programs.
c. Multi -level Password security. Only qualified personnel can remotely
access site.
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Commercial AdvanTex° - AX100 Material Specifications
e
d. Program Logic Rules. Simple "If ...then" declarations. Rules can be
written based on several operands, including the following:
• Input / output status
• Point status
1 • Date: mm/dd/yy format
• Time of day: 24 hour clock
• Timers
• Historical data (allows for control optimization or detection of
trends)
e. Schedule functions to control digital "Points" based on date or day of
e week/time.
f. Automatic daylight savings time adjustment.
g. Automatic call -out to pagers during alarm conditions when panel
detects trends that could lead to system failure.
In addition, the unit shall have the capability of real-time direct connection to
the panel via laptop serial port, to allow the operator real-time access to
detailed logged data and the ability to change point values.
Standard Components:
h. Motor -Start Contactor: 115 VAC: 16 FLA, 1 hp, 60 Hz; 2.5
million cycles at FLA (10 million at 50% of FLA). 230 VAC:
16 FLA, 3 hp, 60 Hz; 2.5 million cycles at FLA (10 million at
50% FLA).
i. Toggle Switch: Single -pole, double -throw MOA switch. 20
amps, 1 hp.
j. Controls Circuit Breaker: 10 amps, OFF/ON switch. Single -
pole 115 VAC. DIN rail mounting with thermal magnetic
tripping characteristics.
k. Pump Circuit Breaker: 20 amps, OFF/ON switch. Single -pole
115 VAC, double -pole 230 VAC. DIN rail mounting with
thermal magnetic tripping characteristics.
1. Audio Alarm: 80 dB at 24", warble -tone sound.
m . Visual Alarm: 7/8" diameter red- lens, "Push -to -silence."
NEMA 4, 1-watt bulb, 115 VAC
n. Panel Enclosure: Measuresl3.51" high x 11.29" wide x 5.58"
deep. NEMA 4X rated. Constructed of UV -resistant fiberglass;
hinges and latch are stainless steel. Conduit couplings
provided.
o. VCOM-DAX1RO Panel Ratings: 115 VAC, 1 hp, 16 amps,
single phase, 60 Hz.
p. VCOM-DAX2RO Panel Ratings: 230 VAC, 3 hp, 16 amps,
single phase, 60 Hz.
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Commercial AdvanTex® - AX100 Material Specifications
q. Remote Telemetry Unit: ATRTU-400; 24 VDC (center tap
transformer), 8 digital inputs, 6 analog inputs, 8 digital outputs,
on -board modem (9600 baud), and battery backup.
Optional Components:
r. Pump Run Light: 7/8" green lens. NEMA 4, 1-watt bulb, 115
VAC.
s . Heater: Anti -condensation heater. Self-adjusting: radiates
additional wattage as temperature drops.
t. Intrinsically Safe Control Relays: 115 VAC. Listed per UL
698A, for Class 1 Div. 1, Groups A, B, C, D hazardous
locations. Larger enclosure required.
u. Current Sensor: 115 VAC with adjustable high & low alarm
set points.
v. Event Counter: 115 VAC, 6-digit, non-resettable.
w. Elapsed Time Meter: 115 VAC, 7-digit, non-resettable. Limit
of 99,999 hours; accurate to 0.01 hours.
13. Location:
The pump control panel shall be mounted on a post or exterior wall nearest the
tank and pump. If mounting to an exterior wall, try to select a garage or
outbuilding where the sound of the motor contactor engaging will not be
noticed. If a garage or outbuilding wall isn't available, installation should
include use of sound -deadening insulation. (Post and panel mounting
assemblies are acceptable.) The control panel shall be located within 50 feet
and in sight of the pump motor or shall be provided with a lockable disconnect
switch. The panel, when possible, should be mounted in the shade and
protected from the weather. The panel should be located at a convenient
height (usually about five feet above the ground) and where it will be
accessible for maintenance.
14. Installation:
All pumping system components shall be installed in accordance with the
manufacturer's recommendations, the engineer's plans, and all state and local
regulations.
D. RECIRCULATION / BLEND TANK PUMPING ASSEMBLY:
All pumping systems shall be supplied by a reputable manufacturer with at least
five years of experience in supplying equipment for onsite wastewater treatment
systems. References must be available on request from the engineer. Systems
shall be Orenco Systems°` , Inc. High -Head Pumping Assemblies or engineer -
approved equal, composed of:
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i
Commercial AdvanTex® - AX100 Material Specifications
e
1. Risers:
Risers shall be required for access to internal vaults and access into the
recirculation/blend tanks for septage pumping. All risers shall be constructed
watertight. The risers shall be attached to the tanks such that a watertight seal
is provided. Risers shall extend three inches (3") above original grade to
allow for settlement and to ensure positive drainage away from the access.
Risers for inspection ports shall be a minimum of 18 inches in nominal
diameter. Risers containing pumping assemblies or electrical splice boxes
shall be a minimum of 24 inches in diameter and shall be of sufficient
diameter to allow removal of internal vaults without removing splice boxes,
etc. Risers shall be a minimum of 30 inches in nominal diameter when the
depth of bury is 36 inches or greater or when duplex pumping systems are
used. All other risers shall be a minimum of 24 inches in nominal diameter
' and shall vary in height depending on the depth of bury on the various tanks.
Adhesive required to adhere the PVC or fiberglass risers to either fiberglass or
a ABS tank adapter shall be either a two-part epoxy, Model MA320 or
lapproved equal, or a single component adhesive Model ADH100 or approved
equal., To ensure product compatibility, risers, lids, and attachment
i components shall be supplied by a single manufacturer.
2. Inlet and RSV Riser:
Risers shall be ribbed PVC as manufactured by Orenco Systems, Inc. or
approved equal. The material shall be PVC as per ASTM D-1784 and tested
in accordance with AASHTO M304M-89. The risers shall be constructed of
non -corrosive material and designed to be buried in soil. Risers shall have a
minimum stiffness of 10 psi, when tested according to ASTM D2412. Risers
shall be capable of withstanding a truck wheel load (36 square inches) of 2500
pounds for 60 minutes with a maximum vertical deflection of 1/2-inch. Risers
shall extend to three inches above the ground surface to allow for settlement
and shall have a minimum nominal diameter of 30 inches. See section 4b
below for adhesive requirements.
• Inlet & Outlet Grommets: EPDM grommets shall be installed by the
manufacturer for discharge piping, to assure a watertight seal. The
grommets shall be installed at the factory by the manufacturer of the
access risers.
3. Recirculating Splitter Valve (see Alternate):
Orenco Systems®, Inc. Model RSV2U, RSV3U or RSV4U, 2, 3 or 4-inch
diameter ball valve assembly to provide guaranteed return of treated effluent
returning from filter. The ball valve is designed to redirect 100% of flow to
recirculation/dilution tank during periods of low flow or 20% of return flow to
final discharge and 80% to the recirculation/dilution tank during periods of
high flow. Must be manufactured of corrosion resistant PVC and rubber
Page 17
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Commercial AdvanTex®- AX100 Material Specifications
components and allow for easy removal using unions. The item is patented
and the engineer knows of no equivalent.
Alternate: Recirculating Ball Valve:
Orenco Systems, Inc. Model MM2, MM3 or MM4, 2, 3 or 4-inch diameter
ball valve assembly to provide guaranteed return of treated effluent returning
from filter. The ball valve is designed to redirect 100% of flow to
recirculation/dilution tank during periods of low ,flow or 100% to final
discharge during periods of high flow. Must be manufactured of corrosion
resistant PVC and rubber components and allow for easy removal using
unions. The item is patented and the engineer knows of no equivalent.
4. Outlet Riser:
Outlet risers shall be ribbed PVC as manufactured by Orenco Systems, Inc. or
engineer -approved equal. The material shall be PVC as per ASTM D-1784
and tested in accordance with AASHTO M304M-89. The risers shall be
constructed of non -corrosive material and designed to be buried in soil.
Risers shall have a minimum stiffness of 10 psi, when tested according to
ASTM D2412. Risers shall be capable of withstanding a truck wheel load (36
square inches) of 2500 pounds for 60 minutes with a maximum vertical
deflection of 1/2-inch. Risers shall be at least 12" high, (18" recommended)
and shall have a minimum nominal diameter of 30" when used in a duplex
pumping application and shall be factory -equipped with the following:
a. Electrical and Discharge Grommets: EPDM grommets shall be
installed by the manufacturer for discharge piping, vent piping, and/or
the electrical conduit to assure a watertight seal. The grommets shall
be installed at the factory by the manufacturer of the access risers.
b. Adhesive: When bonding to concrete or fiberglass grooves, a two-part
epoxy, one pint required per 18-inch or 24-inch diameter riser and one
quart required per 30-inch diameter riser, Model ADHP10 or
ADHQ 10, or approved equal shall be used. When bonding to a
flanged riser tank adapter, either a two-part epoxy, Model MA320 or
equal, or a single component adhesive Model ADH100 or approved
equal shall be used.
5. Riser -To -Tank Attachment:
Risers shall be attached to tanks with one of the following attachment
systems, or® approved equal: (1) Orenco Systems°, Inc. Model RUBDKIT
attachment kit; (2) Orenco Systems, Inc. Model PRTA24 tank adapter used
with Model PRTA24BDKIT bolt down kit, and Model MA320 or ADH100
adhesives; (3) Orenco Systems, Inc. Model RRFTA tank adapter used with
Model RRFTABDKIT bolt down kit and Model ADHP10 adhesive; (4)
Orenco Systems, Inc. Model FRTA30 tank adapter should be specified as
either a cast in place, bolt down, or adapter for an Orenco FRP tank with use
Page 18
NDA-M-COMM-SPECS-1
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Orenco Systems°, Inc.

Commercial AclvanTexo - AX100 Material Specifications
of Model ADH100 adhesive. All attachment components shall be constructed
of waterproof, non -corrosive materials, such as PVC, ABS, fiberglass, or
stainless steel. Adhesives and sealants shall be waterproof, corrosion resistant
and approved for the intended application. The riser -to -tank connection shall
be watertight and structurally sound. The riser -to -tank connection shall be
I capable of withstanding a vertical uplift of 5000 pounds to prevent riser
separation due to tank settlement, frost heave, or accidental vehicle traffic
eover the tank.
1 6. Lids:
One lid shall be furnished with each access riser. Lids shall be Orenco
Systems, Inc. Model 171,24-413, FL30G or engineer -approved equal, as
appropriate, fiberglass with green non-skid finish, and provided with stainless
steel bolts, and wrench. Manufacturer shall provide evidence that lids have
been used successfully in continuous field service for a minimum of five years
e to demonstrate long-term integrity and suitability for the application. Lids
shall be waterproof, corrosion resistant and UV resistant. Lids shall be flat,
with no noticeable upward dome. A crown or dome of no more than 1/8-inch
is allowable. Lids shall not allow water to pond on them. Lids shall have a
green non-skid finish. Self-lubricating plastics, such as polyethylene, shall
not be considered non-skid without addition of a non-skid coating. Lids shall
I form a watertight seal with the top of riser. Lids shall be capable of
withstanding a truck wheel load (36 square inches) of 2500 pounds for 60
minutes with a maximum vertical deflection of 1-1/2-inch. Lids shall be
I provided with tamper -resistant stainless steel fasteners and a tool for fastener
removal. Tamper -resistant fasteners include recessed drives, such as hex,
Torx, and square. Fasteners that can be removed with common screwdrivers,
such as slotted and Phillips, or fasteners that can be removed with standard
tools, such as pliers or crescent wrenches, are not considered tamper -resistant.
To prevent a tripping hazard, fasteners shall not extend above the surface of
the lid.
Optional Components
a. Traffic bearing lid: The traffic bearing lid shall be a cast iron frame
and cover, part number 6024, 3060, 4036, as manufactured by Sather
Manufacturing Co., Inc., or approved equal, which will fit .over a
standard lid. The cover shall have the word SEWER cast into it.
b. Rigid closed -cell foam insulation of 2-inch thickness shall be
mechanically attached to the underside of the lid. All fasteners shall
be made of corrosion resistant stainless steel. The insulation shall
have an R-value of no less than 10 per 2-inch increment.
Page 19
NDA-M-COMM-SPECS-1
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Orenco Systems', Inc.

Commercial AdvanTexo - AX100 Material Specifications
7. Riser Installation:
Riser installation shall be accomplished according to the manufacturer's
instructions.
8. Pump Vault:
Orenco Systems, Inc. Model PVU Series, Universal Biotube® Pump Vault or
engineer -approved equal, installed in conformance with the engineer's plans.
The filter shall have a minimum effective screen area of no less than 20.6
square feet. (Note: Commercial and multiple -user tanks may require a larger
or duplex Biotube Pump Vault, the sizes of which must be individually
determined and spelled out in the specifications.) The Biotube Pump Vault
shall consist of a 12-inch diameter HDPE vault with eight (8) 2-inch diameter
holes evenly spaced around the perimeter, located appropriately to allow for
maximum sludge and scum accumulation before requiring pumping
(approximately 70% of minimum liquid level). Housed inside the
polyethylene vault shall be the Biotube assembly consisting of 1/8-inch mesh
polypropylene tubes. Attached to the vault is a flow inducer to accept one or
two high -head effluent pumps.
9. Discharge Hose and Valve Assembly:
Orenco Systems°, Inc. Model HV20013C, 2-inch diameter, 150 psi PVC ball
valve, 150 psi PVC check valve, PVC flex hose with minimum working
pressure rating of 64 psi, and Schedule 40 PVC pipe. When pumping
downhill, include anti -siphon assembly.
10. Float Switch Assembly:
Orenco Systems, Inc. Model M173A with three switch floats mounted on a
PVC stem attached to the filter cartridge. The floats must be adjustable and
must be removable without removing the pump vault. The high- and low-
level alarms, and override on/off function shall be preset as shown in the
engineer's plans. Each float lead shall be secured with a nylon strain relief
bushing at the splice box. The floats shall be UL or CSA listed and shall be
rated for a minimum of 5.OA @ 120 VAC.
11. High -Head Effluent Pumps:
Must be approved for use in pump vault as described in D8. For most
applications, an Orenco Systems, Inc. Model P500712, 3/4 hp, 230 VAC,
single phase, 60 Hz, two -wire motor, with 10 foot long extra heavy duty (SO)
electrical cord with ground. Pump shall be capable of providing a flow rate of
50 gpm against a head of 58 feet. Pump shall be UL and CSA listed as an
effluent pump. Pump shall be provided with a non -prorated five-year
warranty. Larger horsepower units are available (1 to 1-1/2 hp, 230 VAC).
Page 20
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Orenco Systems®, Inc.

1
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I
I
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F
Commercial AdvanTex® - AX100 Material Specifications
12. Electrical Splice Box:
Orenco Systems, Inc. Model S135, UL approved for wet locations, equipped
with five electrical cord grips and a 1-inch outlet fitting. Also included shall
be UL listed waterproof butt splice connectors. The use of a UL-approved
conduit seal kit shall be required to prevent the passage of gases, vapors, or
flames through the conduit. Substitute Model S133, equipped with three
electrical cord grips and a 3/4-inch outlet fitting and Model SBX-S for Class
1, Division 1 applications.
13. Controls and Alarms:
Controls and alarms shall be listed per UL 508. Panels shall be repairable in
the field without the use of soldering irons or substantial disassembly. Panel
shall be Orenco Systems , Inc. VCOM-DAXIPTRO or VCOM-DAX2PTRO
control panel or approved equal, meeting the following:
Remote Telemetry Control System
The system will be monitored via remote telemetry with real time efficiency.
In addition, the control system shall be capable of the following functions:.
a. Data Collection and Utilization. Logs data for system
conditions and events such as pump run time, pump cycles, and
alarm conditions.
b. Downloadable Logs. Down load logs into a *.dif or ASCII
format for simple conversion to common spreadsheet or word
processor programs.
c. Multi -level Password security. Only qualified personnel can
remotely access site.
d. Program Logic Rules. Simple "If ...then" declarations. Rules
can be written based on several operands, including the
following:
• Input / output status
• Point status
• Date: mm/dd/yy format
• Time of day: 24 hour clock
• Timers
• Historical data (allows for control optimization or detection of
trends)
e. Schedule functions to control digital "Points" based on date or
day of week/time.
f. Automatic daylight savings time adjustment.
g. Automatic call -out to pagers during alarm conditions when
panel detects trends that could lead to system failure.
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NDA-M-COMM-SPECS-1
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Commercial AdvanTex° - AX100 Material Specifications
In addition, the unit shall have the capability of real-time direct connection to
the panel via laptop serial port, to allow the operator real-time access to
detailed logged data and the ability to change point values.
Standard Components:
h. Motor -Start Contactor: 115 VAC: 16 FLA, 1 hp, 60 Hz; 2.5
million cycles at FLA (10 million at 50% of FLA). 230 VAC:
16 FLA, 3 hp, 60 Hz; 2.5 million cycles at FLA (10 million at
50% FLA).
i. Toggle Switch: Single -pole, double -throw MOA switch. 20
amps, 1 hp.
j. Controls Circuit Breaker: 10 amps, OFF/ON switch. Single -
pole 115 VAC. DIN rail mounting with thermal magnetic
tripping characteristics.
k. Pump Circuit Breaker: 20 amps, OFF/ON switch. Single -pole
115 VAC, double -pole 230 VAC. DIN rail mounting with
thermal magnetic tripping characteristics.
1. Audio Alarm: 80 dB at 24", warble -tone sound.
m . Visual Alarm: 7/8" diameter red lens, "Push -to -silence."
NEMA 4, 1-watt bulb, 115 VAC
n. Panel Enclosure: Measuresl3.51" high x 11.29" wide x 5.58"
deep. NEMA 4X rated. Constructed of UV -resistant fiberglass;
hinges and latch are stainless steel. Conduit couplings
provided.
o. VCOM-DAXIPTRO Panel Ratings: 115 VAC, 1 hp, 16 amps,
single phase, 60 Hz.
p. VCOM-DAX2PTRO Panel Ratings: 230 VAC, 3 hp, 16 amps,
single phase, 60 Hz.
q. Remote Telemetry Unit: ATRTU-400; 24 VDC (center tap
transformer), 8 digital inputs, 6 analog inputs, 8 digital outputs,
on -board modem (9600 baud), and battery backup.
Optional Components:
r. Pump Run Light: 7/8" green lens. NEMA 4, 1-watt bulb, 115
VAC.
s . Heater: Anti -condensation heater. Self-adjusting: radiates
additional wattage as temperature drops.
t. Intrinsically Safe Control Relays: 115 VAC. Listed per UL
698A, for Class 1 Div. 1, Groups A, B, C, D hazardous
locations. Larger enclosure required.
u. Current Sensor: 115 VAC with adjustable high & low alarm
set points.
v. Event Counter: 115 VAC, 6-digit, non-resettable.
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Commercial AdvanTex° - AX100 Material Specifications
w. Elapsed Time Meter: 115 VAC, 7-digit, non-resettable. Limit
of 99,999 hours; accurate to 0.01 hours.
14. Location:
The pump control panel shall be mounted on a post or exterior wall nearest the
tank and pump. If mounting to an exterior wail, try to select a garage or
outbuilding where the sound of the motor contactor engaging will not be
noticed. If a garage or outbuilding wall isn't available, installation should
include use of sound -deadening insulation. (Post and panel mounting
assemblies are acceptable.) The control panel shall be located within 50 feet
and in sight of the pump motor or shall be provided with a lockable disconnect
switch. The panel, when possible, should be mounted in the shade and
protected from the weather. The panel should be located at a convenient
height (usually about five feet above the ground) and where it will be
accessible for maintenance.
1 15. Installation:
All pumping system components shall be installed in accordance with the
manufacturer's recommendations, the engineer's plans, and all state and local
regulations.
IE. ADVANTEX TREATMENT SYSTEM:
All components shall be supplied by a reputable manufacturer with at least five
years of experience in supplying equipment for onsite wastewater treatment
systems. References must be available on request from the engineer.
1. Distributing Valve Assembly:
Provided as a complete assembly including inlet ball valve, distributing valve
with 2 to 6 outlet ports, Schedule 80 unions for removal and cleaning, and
clear PVC ports for inspection. Valve manufactured of corrosion resistant
ABS po) mer, stainless steel, and die cast metal. Assembly shall be Orenco
Systems , Inc. Model V6000 Series or approved equal. Each distributing
valve shall include the following:
a. Distributing valve assembly shall be enclosed in ribbed PVC access
riser as manufactured by Orenco Systems, Inc. or approved equal. The
material shall be PVC as per ASTM D-1784 and tested in accordance
with AASHTO M304M-89. Risers shall extend to three inches above
the ground surface to allow for settlement and shall have a minimum
nominal diameter of 30".
b. One lid shall be furnished with each access riser. Lids shall be Orenco
Systems, Inc. Model FL30GI2 or approved equal, fiberglass with
green non-skid finish, and provided with stainless steel bolts, and
wrench. The riser and lid combination shall be sealed for
Page 23
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Commercial AdvanTex - AX100 Material Specifications
watertightness and able to support a 2500 lb. wheel load. (Note: This
is not to imply that PVC risers are intended for traffic areas.)
c. Rigid closed -cell foam insulation of 2-inch thickness shall be
mechanically attached to the underside of the lid. All fasteners shall
be made of corrosion resistant stainless steel. The insulation shall
have an R-value of no less than 10 per 2-inch increment.
2. AdvanTex Treatment System:
Orenco Systems, Inc. AX100 AdvanTex Treatment System installed in
conformance with the engineer's plans and manufacturer's guidelines. The
AX100 is a packed bed filter consisting of a proprietary textile media. The
media has been specifically engineered for wastewater applications. The item
is patented and the engineer knows of no equivalent.
3. Transport Piping / Fittings:
a. All transport piping and fittings from the recirculation / blend tank
shall meet a minimum pressure rating of Schedule 40.
b. The AdvanTex pod return lines shall be 4-inch diameter, Class 125 or
higher pressure. All fittings shall be Schedule 40.
4. Installation
All AdvanTex components shall be installed in accordance with the
manufacturer's recommendations, the engineer's plans, and all state and local
regulations.
F. ADVANTEX VENTILATION SYSTEM:
The vent fan basin, installed on the return line, provides a continuous flow of air
though the AdvanTex treatment system. A fan sensor monitors the pressure in the
vent fan basin, and calls out an alarm if this pressure is outside the normal range.
1. Vent Fan:
The vent fan shall meet the following requirements:
a. The fan shall be UL Listed for use in wet locations and in conditioned
air streams of up to 140T
b. The fan shall be rated between 19 and 419 cfm at 0.8-inches of HZO
static pressure.
c. The fan shall be 100% speed controllable.
2. Vent Fan Basin:
All risers shall be constructed watertight. Risers shall extend two inches
above original grade to allow for settlement and to ensure a positive drainage
away from the access. Risers containing vent fan shall be 24 inches in
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NDA-ATX-COMM-SPECS-1
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Commercial AdvanTexo - AX100 Material Specifications
diameter. Risers shall be ribbed PVC as manufactured by Orenco Systems ,
Inc. or approved equal. The material shall be PVC as per ASTM D-1784 and
tested in accordance with AASHTO M304M-89. Risers shall be at least 12
inches high, shall have a minimum nominal diameter of 24 inches, and shall
be factory -equipped with the following:
a. Electrical and Vent Grommets: when applicable, EPDM grommets
shall be installed by the manufacturer for vent piping and the electrical
8
conduit to assure a watertight seal. The grommets shall be installed at
the factory by the manufacturer of the access risers.
b. The vent fan basin shall have a splice box with a waterproof gasket.
3. Electrical Splice Box:
Orenco Systems, Inc. Model SB 1, UL approved for wet locations, equipped
with 1 electrical cord grip and a 3/4-inch outlet fitting. Also included shall, be
UL listed waterproof butt splice connectors..
4. Exhaust Basin:
All risers shall be constructed watertight. Risers shall extend two inches above
original grade to allow for settlement and to ensure a positive drainage away
from the access. Risers containing carbon filtering media shall be 24-inches in
diameter. Risers shall be ribbed PVC as manufactured by Orenco Systems ,
I Inc. or approved equal. The material shall be PVC as per ASTM D-1784 and
tested in accordance with AASHTO M304M-89. Risers shall be factory -
equipped with the following:
a. Grommets: when applicable, EPDM grommets shall be installed by the
manufacturer for vent piping to assure a watertight seal. The
grommets shall be installed at the factory by the manufacturer of the
access risers.
b. 6-inch layer of activated carbon, for odor suppression.
5. Lids:
One lid shall be furnished with each access riser. Lids shall be Orenco
Systems, Inc. Model, 171,24-413, or approved equal, as appropriate, fiberglass
with green non-skid finish, and provided with stainless steel bolts, and
wrench.. The riser and lid combination shall be sealed for watertightness and
able to support a 2500 lb. wheel load. (Note: This is not to imply that PVC
risers are intended for traffic areas.) .
6. Transport Piping / Fittings:
a. All transport piping and fittings from the recirculation / blend tank
shall meet a minimum pressure rating of Schedule 40.
b. The air return lines shall be 3 or 4-inch diameter, Class 125 or higher
pressure. All fittings shall be Schedule 40.
Page 25
NDA-M-COMM-SPECS-1
Rev.1.0, © 4/03
Orenco Systems®, Inc.

Commercial AdvanTexo - AX100 Material Specifications
G. DRAINFIELD DOSING TANK
All pumping systems shall be supplied by a reputable manufacturer with at least
five years of experience in supplying equipment for onsite wastewater treatment
systems. References must be available on request from the engineer. Systems
shall be Orenco Systems, Inc. High -Head Pumping Assemblies or approved
equal, composed of-
1. Risers:
Risers shall be required for access to internal vaults and access into the septic
tanks for septage pumping. All risers shall be constructed watertight. The
risers shall be attached to the tanks such that a watertight seal is provided.
Risers shall extend three inches (3") above original grade to allow for
settlement and to ensure positive drainage away from the access. Risers for
inspection ports shall be a minimum of 18 inches in nominal diameter. Risers
containing pumping assemblies or electrical splice boxes shall be a minimum
of 24 inches in diameter and shall be of sufficient diameter to allow removal
of internal vaults without removing splice boxes, etc. Risers shall be a
minimum of 30 inches in nominal diameter when the depth of bury is 36
inches or greater. All other risers shall be a minimum of 24 inches in nominal
diameter and shall vary in height depending on the depth of bury on the
various tanks. Adhesive required to adhere the PVC or fiberglass risers to
either fiberglass or ABS tank adapter shall be either a two-part epoxy, Model
MA320 or approved equal, or a single component adhesive Model ADH100
or approved equal. To ensure product compatibility, risers, lids, and
attachment components shall be supplied by a single manufacturer.
2. Inlet and Cleanout Risers:
Risers shall be ribbed PVC as manufactured by Orenco Systems , Inc. or
approved equal. The material shall be PVC as per ASTM D-1784 and tested
in accordance with AASHTO M304M-89. The risers shall be constructed of
non -corrosive material and designed to be buried in soil. Risers shall have a
minimum stiffness of 10 psi, when tested according to ASTM D2412. Risers
shall be capable of withstanding a truck wheel load (36 square inches) of 2500
pounds for 60 minutes with a maximum vertical deflection of 1/2-inch. Risers
shall extend to three inches above the ground surface to allow for settlement
and shall have a minimum nominal diameter of 18 inches. See section 3b
below for adhesive requirements.
3. Outlet Risers:
Outlet risers shall be ribbed PVC as manufactured by Orenco Systems, Inc. or
engineer -approved equal. The material shall be PVC as per ASTM D-1784
and tested in accordance with AASHTO M304M-89. The risers shall be
constructed of non -corrosive material and designed to be buried in soil.
Risers shall have a minimum stiffness of 10 psi, when tested according to
Page 26
NDA-ATX-COMM-SPECS-1
Rev.1.0, © 4103
Orenco Systems®, Inc.

Commercial AdvanTex® - AX100 Material Specifications
1
ASTM D2412. Risers shall be capable of withstanding a truck wheel load (36
square inches) of 2500 pounds for 60 minutes with a maximum vertical
deflection of 1/2-inch. Risers shall be at least 12" high, shall have a minimum
nominal diameter of 30" when used in a duplex pumping application and shall
be factory -equipped with the following:
a. Electrical and Discharge Grommets: EPDM grommets shall be
installed by the manufacturer for discharge piping, vent piping, and/or
athe electrical conduit to assure a watertight seal. The grommets shall
be installed at the factory by the manufacturer of the access risers.
a b. Adhesive: When bonding to concrete or fiberglass grooves, a two-part
epoxy, one pint required per 18-inch or 24-inch diameter riser and one
quart required per 30-inch diameter riser, Model ADHP10 or
ADHQ 10, or approved equal shall be used. When bonding to a
Ranged riser tank adapter, either a two-part epoxy, Model MA320 or
equal, or a single component adhesive Model ADH100 or approved
equal shall be used.
4. Riser -To -Tank Attachment:
Risers shall be attached to tanks with one of the following attachment
systems, or® approved equal: (1) Orenco Systems®, Inc. Model RUBDKIT
twith
attachment kit; (2) Orenco Systems, Inc. Model PRTA24 tank adapter used
Model PRTA24BDKIT bolt down kit, and Model MA320 or ADH100
adhesives; (3) Orenco Systems, Inc. Model RRFTA tank adapter used with
Model RRFTABDKIT bolt down kit and Model ADHP10 adhesive; (4)
IOrenco
Systems, Inc. Model FRTA30 tank adapter should be specified as
either a cast in place, bolt down, or adapter for an Orenco FRP tank with use
of Model ADH100 adhesive. All attachment components shall be
1
constructed of waterproof, non -corrosive materials, such as PVC, ABS,
fiberglass, or stainless steel. Adhesives and sealants shall be waterproof,
corrosion resistant and approved for the intended application. The riser -to -
I
tank connection shall be watertight and structurally sound. The riser -to -tank
connection shall be capable of withstanding a vertical uplift of 5000 pounds to
prevent riser separation due to tank settlement, frost heave, or accidental
vehicle traffic over the tank.
5. Lids:
One lid shall be furnished with each access riser. Lids shall be Orenco
Systems, Inc. Model FL244B, FL30G or engineer -approved equal, as
appropriate, fiberglass with green non-skid finish, and provided with stainless
steel bolts, and wrench. Manufacturer shall provide evidence that lids have
been used successfully in continuous field service for a minimum of five years
to demonstrate long-term integrity and suitability for the application. Lids
shall be waterproof, corrosion resistant and UV resistant. Lids shall be flat,
with no noticeable upward dome. A crown or dome of no more than 1/8-inch
Page 27
NDA-M-COMM-SPECS-1
Rev.1.0, © 4/03
Orenco Systems®, Inc.

Commercial AdvanTexo - AX100 Material Specifications
is allowable. Lids shall not allow water to pond on them. Lids shall have a
green non-skid finish. Self-lubricating plastics, such as polyethylene, shall
not be considered non-skid without addition of a non-skid coating. Lids shall
form a watertight seal with the top of riser. Lids shall be capable of
withstanding a truck wheel load (36 square inches) of 2500 pounds for 60
minutes with a maximum vertical deflection of 1-1/2-inch. Lids shall be
provided with tamper -resistant stainless steel fasteners and a tool for fastener
removal. Tamper -resistant fasteners include recessed drives, such as hex,
Torx, and square. Fasteners that can be removed with common screwdrivers,
such as slotted and Phillips, or fasteners that can be removed with standard
tools, such as pliers or crescent wrenches, are not considered tamper -resistant.
To prevent a tripping hazard, fasteners shall not extend above the surface of
the lid.
Optional Components
a. Traffic bearing lid: The traffic bearing lid shall be a cast iron frame
and cover, part number 6024, 3060, 4036, as manufactured by Sather
Manufacturing Co., Inc., or approved equal, which will fit over a
standard lid. The cover shall have the word SEWER cast into it.
b. Rigid closed -cell foam insulation of 2-inch thickness shall be
mechanically attached to the underside of the lid. All fasteners shall
be made of corrosion resistant stainless steel. The insulation shall
have an R-value of no less than 10 per 2-inch increment.
6. Riser Installation:
Riser installation shall be accomplished according to the manufacturer's
instructions.
7. Pump Vaults:
Orenco Systems, Inc. Model PVU Series, Universal Biotube° Pump Vault or
engineer -approved equal, installed in conformance with the engineer's plans.
The filter shall have a minimum effective screen area of no less than 20.6
square feet. (Note: Commercial and multiple -user tanks may require a larger
or duplex Biotube Pump Vault, the sizes of which must be individually
determined and spelled out in the specifications.) The Biotube Pump Vault
shall consist of a 12-inch diameter HDPE vault with eight (8) 2-inch diameter
holes evenly spaced around the perimeter, located appropriately to allow for
maximum sludge and scum accumulation before requiring pumping
(approximately 70% of minimum liquid level). Housed inside the
polyethylene vault shall be the Biotube assembly consisting of 1/8-inch mesh
polypropylene tubes. Attached to the vault is a flow inducer to accept one or
two high -head effluent pumps.
Page 28
NDA-ATX-COMM-SPECS-1
Rev.1.0, © 4/03
Orenco Systems'. Inc.

Commercial AdvanTexo - AX100 Material Specifications
8. Discharge Hose and Valve Assembly:
Orenco Systems®, Inc. Model HV12513C, HV150BC or HV20013C, 1.25-inch,
1.50-inch or 2-inch diameter, 150 psi PVC ball valve, 150 psi PVC check
valve, PVC flex hose with minimum working pressure rating of 64 psi, and
Schedule 40 PVC pipe. When pumping downhill, include anti -siphon
assembly.
9. Float Switch Assembly:
Orenco Systems, Inc. Model MF4A with four switch floats mounted on a PVC
stem attached to the filter cartridge. The floats must be adjustable and must
be removable without removing the pump vault. The high- and low-level
alarms, on and off function shall be preset as shown in the engineer's plans.
Each float lead shall be secured with a nylon strain relief bushing at the splice
box. The floats shall be UL or CSA listed and shall be rated for a minimum of
S.OA @ 120 VAC.
10. High Head Effluent Pumps:
Must be approved for use in pump vault as described in G7. For most
eapplications, an Orenco Systems, Inc. Model P Series, 1/2 to 1.5 hp, 115/230
VAC, single phase, 60 Hz, two -wire motor, with 10 foot long extra heavy
duty (SO) electrical cord with ground. Pump shall be UL and CSA listed as
an effluent pump. Pump shall be provided with a non -prorated five-year
warranty.
1 11. Electrical Splice Box:
Orenco Systems, Inc. Model S136, UL approved for wet locations, equipped
I with six electrical cord grips and a 1-inch outlet fitting. Also included shall be
UL listed waterproof butt splice connectors. The use of a UL-approved
conduit seal kit shall be required to prevent the passage of gases, vapors, or
1 flames through the conduit. Substitute Model S134, equipped with four
electrical cord grips and a 3/4-inch outlet fitting and Model SBX-D for Class
1, Division 1 applications.
12. Controls and Alarms (see Alternate):
See section C12.
13. Location:
The pump control panel shall be mounted on a post or exterior wall nearest the
tank and pump. If mounting to an exterior wall, try to select a garage or
outbuilding where the sound of the motor contactor engaging will not be
noticed. If a garage or outbuilding wall isn't available, installation should
include use of sound -deadening insulation. (Post and panel mounting
assemblies are acceptable.) The control panel shall be located within 50 feet
and in sight of the pump motor or shall be provided with a lockable disconnect
Page 29
NDA-M-COMM-SPECS-1
Rev.1.O, © 4/03
Orenca Systems®, Inc.

Commercial AdvanTexo - AX100 Material Specifications
switch. The panel, when possible, should be mounted in the shade and
protected from the weather. The panel should be located at a convenient
height (usually about five feet above the ground) and where it will be
accessible for maintenance.
14. Installation:
All pumping system components shall be installed in accordance with the
manufacturer's recommendations, the engineer's plans, and all state and local
regulations.
H. DRAINFIlELD
All components shall be supplied by a reputable manufacturer with at least
five years of experience in supplying equipment for onsite wastewater
treatment systems. References must be available on request from the engineer.
1. Distributing Valve Assembly:
Provided as a complete assembly including inlet ball valve, distributing valve
with 2 to 6 outlet ports, Schedule 80 unions for removal and cleaning, and
clear PVC ports for inspection. Valve manufactured of corrosion resistant
ABS pol mer, stainless steel, and die cast metal. Assembly shall be Orenco
Systems , Inc. Model V6000 Series or approved equal. Each distributing
valve shall include the following:
a. Distributing valve assembly shall be enclosed in ribbed PVC access
riser as manufactured by Orenco Systems, Inc. or approved equal. The
material shall be PVC as per ASTM D-1784 and tested in accordance
with AASHTO M304M-89. Risers shall extend to two inches above
the ground surface to allow for settlement and shall have a minimum
nominal diameter of 30".
b. One lid shall be furnished with each access riser. Lids shall be Orenco
Systems, Inc. Model FL30GI2 or approved equal, fiberglass with
green non-skid finish, and provided with stainless steel bolts, and
wrench. The riser and lid combination shall be sealed for
watertightness and able to support a 2500 lb. wheel load. (Note: This
is not to imply that PVC risers are intended for traffic areas.)
c. Rigid closed -cell foam insulation of 2-inch thickness shall be
mechanically attached to the underside of the lid. All fasteners shall
be made of corrosion resistant stainless steel. The insulation shall
have an R-value of no less than 10 per 2-inch increment.
2. Transport Piping / Fittings:
All transport piping and fittings from the dosing tank to the drainfield shall
meet a minimum pressure rating of Schedule 40.
Page 30
NDA-ATX-COMM-SPECS-1
Rev.
1.0, © 4/03
Orenco Systems®, Inc.

1 .
1SAdvanTex"am ample Incorporated SystervW
1-800-348-9843
Commercial and Multi -Family Applications
i
The successful installation and operation of a secondary wastewater treatment system depends upon
1 clear and complete drawings and specifications. It is the responsibility of the system's designer to
provide this documentation, and Orenco's Systems Engineering Department is prepared to assist the
designer by providing standard drawings and technical support during the design.
Therefore, Orenco requires that all projects sold under our Commercial AdvanTex® Program include a
complete set of plans for construction. This plan set should include, at a minimum, the following:
' - Expected average daily and peak weekly flows, with basis for determination;
- Expected influent strengths, with basis for determination, and required effluent characteristics;
- AdvanTex system layout, with all dimensions and distances shown;
1 - Section views for all tanks that clearly indicate finished grade, inlet and outlet elevations, splitter
valve, and float settings and functions (as applicable);
- Treatment system elevations, including finished grade, AdvanTex pods, and distributing valve;
' - Sizing and dimensions for all tanks;
Product model numbers and/or descriptions; and
Pipe diameters and slopes.
' An project notes qualifying t y p � , q fY g statements, and required facility signage should also be included in the
plan set.
1
Plans for all Commercial AdvanTex projects are to be reviewed by Orenco's Systems Engineering
1 Department prior to release of the product order. This ensures proper product application and confirms
that the system design meets the requirements of Orenco's Commercial AdvanTex Program.
' A sample set of plans, which includes all of the required design elements; is attached. A standard
AdvanTex-AX100 Treatment System layout drawing, design detail drawing sheet, dimensioned AX•100
drawing, and recirc-blend tank profile worksheet are also included.
1 It•is strongly recommended that Orenco's Systems Engineers be'consulted early in.every AdvanTex
project to ensure timely completion of the design. Standard layout and detail drawings, along with
' design tools and worksheets, are available upon request.
Any questions, comments, or requests for assistance should be directed to Orenco's Systems .
' Engineering Department at 1-800-348-9843.
1

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Secondary Treatment System
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Eagle's Nest Restaurant: AdvanTex System
Sheet 2: AdvanTex Treatment System
Timer Setdoee (Qx- 3,000 god)
"ON": 1.5 min.
"OFF": 7.5 to.
"Override ON": 1.5 min.
"Override OFF": 3.75 min
8,000 gal. Recirculation Tank
24"6 PVC Riser with —
24" Gasketed Fi bwglass
Lid with S.S. bolts
1,500 gal. Dace Tank —1 F-
24"OPVCRIserwith
24" Gasketed Fiberglass
Lid with S.S bolts
2"1
30"i
30"
Lid
30"OPVCRis—vith
30"Gasketed Fiberglass
24"e PVCRiser with
Lid with S.S. bolts
24" Gaskded Fiberglass
DuplexAltematingPumptng
Ltd with S.S. bolts. Housing
System Model P500711 Pumps
Automadc Distributing Valve
Model V6403A
2"6 Sch. 40 PVC Danspast
1-112"OTransPa4,!
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�4"0 Gass 125PVC
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VFA225 (Afim 114"perjoot slope)
Adv=Te Textile
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Eagle's Nest Restaurant: AdvanTex System
Sheet 3: Tank detail sheet
301O PVCRiser with
30" GaskeaedFiberglass
Ltd with S.S. bolts
Retire Splitter Valve
(RSM9
24"OPYCRIserwith —
24" Gasketted Fiberglass
Lid with S.S. bolts
30"OPVCRis
30"Gasketted
Lid with S.S. b
el. 97.25
Low Level Al arm/Redundanf
8,000 Sal Recirculation Tank
Scale: MS
30,000 gal Septic Tank
Scale: MS
30"OPVCRiserwith
30" Gasketted Fiberglass
Lid with S.S. bolts
2"0 Discharge Assembly
Flex Hose
W3A Float Assembly
PVU72-2425 Pump Vault
high -Head Pump
(314 hp; 230v)
P500712
Biotube Effluent
Pump Package
30"O PYC Riser with
30" GaskettedFiberglass
Lid with S.S. bolts
Dose Tank Float Settings
Scale: 1— 4'-0"
30"OPYCRIserwith —
30"Gasketfed Fiberglass
Lid with S.S. bolts
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Eagle's Nest Restaurant: AdvanTex System
Sheet 4: Details
To Control Ponel""'\ PVC Splice Box w/Pressure Sensor
Ventilation Fan (Model VFA225)
Chamber for Optional Carbon
Air Line Inlet
Screened Grc
24" Dia. 24" Dia.
Tnn View
Scale: I" = 2'-0'
Pod
Slope 114" per foot -
towords Recirculation Tank
Sand Bedding (2" min.)
Air Line Iso
NTS
Screened Exhaust Ports
A r----1 A A -A
Exhaust Basin Ventilation Basin
Side View
Slope Ground
Away from Riser
Finish
Pod Profile Detail
Scale: I" = 5-0"
Screened Intake
—Air Flow
6tail
= 2'-0"
Automatic Distributing
Valve with Enclosure
Filtrate Return Line
4"0 Class 125 PVC
Slope 1/4" per foot
E
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See AM 00 Detail Sheet A For Engineering Drawings and Information Contact Orenco Systems, Inc.
General Notes
Expected Flows
• Q— = 7,500 gpd
• Qp,=15,000 gpd
Expected Influent Quality
Grease & Oil: 20 mg/L
BOD: 150 mg/L
TSS: 60 mg/L
TN: 40 mg/L
Targeted Treatment Goals
BOD: < 20 mg/L
TSS: <20 mg/L
TN: <20 mg/L
Note: Consult with Orenco Systems, Inc.
for applications when: expected influent
quality and/or targeted treatment goals
vary from those stated above.

Screened Exhaust Ports
Screened Intake Parts y
To Control Panel a)PVC Splice Box w/Pressure Sensor i.
Ventilation Fan (Model Varies) A A A -A Slope Ground p p o
Away from Riser D D 0
Chamber for Optional Carbon Fill • �'
Air Line Inlet Varies
B B
(See plans for size) Screened Grating 22 6" min.
Air Plenum Finish Grade
24" Dia. 24" Dia. 4VjField Cut to Proper Height
Exhaust Basin Ventilation Basin Vent Line Q
(see plans for size) a
Top View Side View Air Flaw o
Ventilation Fan Detail Air Inlet Detail
'ad
Air Line Iso
NTS
I/2' Plug
Connect Pressure
Gouge Here
} 1-112" Gate Valve
Inlet
Inlet Valve & Testing Assembly
Scale:1" = 2'-0"
Scale:1"= 2'-0"
Line (See plans for size)
6' Passive Vent
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Passive Vent Option
Filtrate Return Line Iso
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AdvonTex
bow
Pod Detail
Scale:1"= 2'-0"
Scale:1" = 2'-0"
4" 45' elbow
Length As Required
Filtrate Return
Line
(see plans for size)
—See Ventilation
�1 Fan Detail
turn
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See Air Inlet Detail --/ Air Line
Forced Air Ventilation System Overview - Example
Scale: 1" = 8'-0"
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Designed By: ENGINEERING Drown By: CHRIS JGRGAN Title: Typical AdvanTex® Details ��!
U.S. Patents ONWO
4,439,32J and 5,492,635
Other Patents Pending Approved By: Drawing: DETAIL SHEET 8 Drawing No. Am
©199R Orenco Systems® Inc

RSV
& Float Setting Worksheet For 8'0 Xerxes Fiberglass Tank
Orenco Systems®
Incorporated
814 AIRWAY AVENUE
Project Name:
SUTHERLIN, OREGON
Tank Volume: 97479-9012
Pump(s) model:
Pump MLL:_
Float Arrangement:
Float Functions:
Pump Vault model:
TELEPHONE:
[phone]
FACSIMILE:
[phone]

AdvanTex'-AX100 Q&A CO
Q. What is the typical dose time and volume?
A. A typical dose will vary between 1 and 2 minutes and will deliver about 1-1/2 to 3 gallons per
nozzle per dose. The "off' time will vary from one design to another.
Q. What is the recirculation rate?
A. Typical operating recirc ratios will vary between 2:1 and 4:1, and the "off' time varies as a function
of the recirculation ratio. It is important that the operator calculate the actual flow of a new system
after start-up and adjust the "off' time appropriately to stay within the suggested range.
Q. How is the pump sized for the AX100?
A. For optimal distribution, the manifold will need to operate at 4-5 psi. In order to achieve that
pressure in the manifold, the pumping rate should be about 50 gpm, and a 3/4 hp motor is required.
We also include an adjustment valve and fitting for a pressure gauge so each system can be adjusted
at start-up to operate between 4-5 psi.
Q. What is the spray pattern of the nozzles?
A. The distribution pattern is a full conical pattern. The base coverage of each nozzle is about 3 ft2
with about 15%f overlapping.
Q. What is the flow rate of the nozzles used in the AX 100?
A. Typically a single pump is used to energize the distribution manifold. There are eight laterals in
each filter, as can be seen in the top view of the drawings. Each lateral is fitted with 4 nozzles. The
flow can be varied by adjusting the manifold pressure (4-5 psi); however, our baseline operating
flow is about 1.57 gpm/nozzle.
Q. How many A dvan Texpods can a recirculating pump assembly pressurize?
A. Each AX100 pod will be pressurized individually, and no more than three AX100s can be operated
by the same duplex pumping system. This is based on the manufacturer's recommended maximum
pump cycles per day — which is 300 cycles for the 50 gpm, 3/4 hp pump — and on the system being
operated at a 4:1 recirc ratio during a peak event.
Q. How is the recirculation tank designed?
A. The volume is based on 80% of peak flow and is not to be less than 100% of the actual flow (or
more, as required to meet special surge requirements, nutrient reductions, or regulatory criteria).
AHO-OA-ATX-COMM-1
Rev.1.0, © 4/03
Page 1 of 2

Q. Are you able to handle peak flows by flow equalization in the recirc tank or by using a timer
override?
A. Our preference is to encourage flow equalization in the primary tanks with controlled (metered)
feed to the recirculation tank. If surging needs to be done in the recirc tank, then sizing and timer
controls will be programmed to optimize performance and surge capacity. Churches, schools and
assembly halls are typical applications in which weekly surge control practices provide optimum
filter sizing.
Q. Will you have a separate tank, in order to flush the sludge from the recirculation tank into it?
A. In most recirc systems, it hasn't been necessary to provide separate tankage for sludge, since the
sludge production isn't great. The typical blended wastewater characteristics in the recirc tank,
operating at a 4:1 recirc ratio, are on the order of 30-40 mg BOD5/L and 20-30 mg TSS/L. Over
time (typically >1 yr), a light floc layer will accumulate on the bottom of the recirc tank. In certain
high strength cases, the floc can build up to the point at which it should be pumped, but this is very
infrequent.
Q. What is the sludge production rate of the textile filter?
A. Even though the textile media is being hydraulically loaded greater than an RSF (at about 5-10
times more per square -foot of surface area), the overall effective surface area within the textile
media that is available for microbial attachment is more than 20 times greater than is available in an
RSF. The organic loading is still maintained within the endogenous metabolic range. The
endogenous coefficient (Cend) is typically 0.05d-1.
Q. Since you have told us that the loading rate for the Advan Tex system is 25 gpd/ftz and 4.0
pounds BOD 100 ft , is that what you expect to see in designs?
A. Yes, these loading rates are based on our continuous "actual" design criteria and on targeting a 515
BOD5/TSS effluent quality in the discharge effluent. Also provided is information that
demonstrates equally acceptable performance at higher discharge levels. As shown in our stress
testing study, an AX100 (100 ft2) could handle organic loads of over 8 pounds per day for periods
of a year or more.
AHO-U-ATX-MOMM-1
Rev.1.0, © 4/03
Page 2 of 2

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_ O_ r_e_ nco's Custom_ Panel
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Orenco Systems"
Incorporated'
Water Systems
Changing the Way the
Smart Panels and Telemetry Systems for Wastewater Treatment
Would Does Wastetoatee
Environmental Monitoring
L j
Industrial Processes

FROM
WIRE
YOUR
TO-
WIRE:
BEST
VALUE
Orenco Systems® specializes in building custom control panels for
the water handling and wastewater industries. They're packed with
advanced features like digital programmable logic control and
remote monitoring capabilities, all integrated into a single enclo-
sure. Here's why our panels give you the best value for your dollar:
Quality Components - We use the
finest, precision -engineered components
available, from names you trust: Siemens®,
GE', IDEC®, Allen Bradley®, Square DO,
and Westinghouse®. And we back up our
panels with a three-year warranty.
Attractive Pricing — Because of our
efficient operations and excellent supplier
relationships, we can offer custom panels at
highly competitive prices.
Quick Turnaround — Our fully staffed
and automated assembly process allows us
to build most panels in less than one week.
We're that fast. For more complex systems
featuring PLC or Telemetry technology,
expect delivery within a month.
At Orenco, our custom panel experts know
what's important to designers, engineers, and
system operators.
Certifications Available
• UL 508 - US and Canada
(Service Entrance Rated also available)
• UL 698A - Hazardous Locations, US and Canada
O
cd II

A Range of Custom Options
Orenco specializes in the custom options
described on the following pages: "Smart"
components, like our MVPs and PLCs, as
well as sophisticated Telemetry systems. But
we can custom -build virtually anything.
Do you need a minor modification to one
of our standard panels*? Or a major "build -
to -order" product, such as the control
panels we engineered and programmed
for the Hanford site? Call us for a quote:
1-800-348-9843.
" For information on our complete line of standard panels,
call 1-800-348-9843.
"Clean-up" is the name of
the game at Hanford, a former
atomic energy site in Richland,
Washington. While the 560-
square-mile facility is being
decommissioned and down -
sized, the onsite sewers have
been upgraded and enlarged.
Orenco has supplied Hanford
with nearly a dozen panels,
controlling sanitary sewer
pumps up to 15 hp.
"They impress me with their
service," says Charles
Mortimer, principal design
engineer with Fluor Daniel
Northwest. "If I need some-
thing, they get on it, NOW!"
Meeting specs is also impor-
tant to Mortimer. "I give a
performance spec and then
say, 'It's up to you to make it
work.' And they do. If there's
a misunderstanding over the
specs, they come up to the
site and make the necessary
changes. Our specs are
probably tighter than most,
as a holdover from the days
when we were specifying
for nuclear."
Like most engineers, Mortimer
appreciates 'elegant' prod-
ucts. "Recently, an electrician
complimented the neatness
of one of Orenco's panels ...
the logical, orderly, properly
tagged wiring," says Mortimer.
Neatness. Clean-up. We're
doing our part at Hanford.
Water Systems
Environmental
- booster stations
Monitoring
- storage tanks
- stormwater
- community wells
monitoring
- irrigation systems
- groundwater
- greenhouse controls
monitoring/treatment
- solid waste leachate
Wastewater
monitoring
Treatment
Industrial
— lift stations
Processes
- packed bed filters
- grinder systems
- HVAC
- drip disposal
- motor/valve controls
- aerobic treatment
- alarm systems
systems
- oil/water separators
- energy management
systems
- variable frequency drives
- reduced voltage starters
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SMART PANELS PUT
YOU IN CONTROL
MVP Makes Every Play
with water and wastewater
designers and operators in mind.
1
Orenco's MVP line of custom control panels is extremely
affordable. MVPs allow designers to incorporate numerous
control functions that are difficult or impossible to build
into electro-mechanical panels, for little extra cost.
The brain behind the MVP is the digital programmable
logic unit. This powerful, highly accurate device can accom-
modate multiple pump controls, multiple timer settings for
changing flow conditions, and differing audio/visual signals
for different alarm conditions. The digital programmable
logic component replaces numerous relays, timers, alterna-
tors, and counters, combining all these functions into one,
self-contained unit. The result? Increased reliability.
Maximized use of space. And competitive pricing.
Orenco's engineers pre-program the panels. And the user-
friendly interface — featuring built-in programming keys
and an easy -to -read LCD screen — simplifies any necessary
in -field adjustments. In addition, the control unit features
an optional removable EEPROM card that allows field
technicians to make changes or upgrades, simply by plug-
ging in a new, pre-programmed card.
Brian Rabe, a specialist in
decentralized wastewater
treatment for Cascade Earth
Sciences, uses Orenco's MVP
Control Panels for timed dos-
ing of sand and gravel filters.
Especially for systems that
experience huge variations in
wastewater flows. "I designed
a sand filter for a restaurant
that averages 600 gpd," says
Rabe. "But on weekends and
special occasions, the flow
increases considerably. Last
Mother's Day, it nearly
quadrupled, to 2,200 gpd."
To prevent prolonged dosing
of a single area of the restau-
rant's sand filter during high
flows, Rabe used an MVP to
program a second, override
setting. When a high flow
condition exists, the system
pumps the same small doses
of effluent through the sand
filter's distributing valve, but
at much shorter intervals.
Once the override float drops
down, the system returns to
pumping at normal intervals.
"With the MVP, I can even
have a third timer setting: one
that backs the pumps off —
without shutting them down —
during low -flow periods. And
it does all this automatically
... no more going out to
manually adjust the settings,"
says Rabe. "The MVP works
for me. It takes programma-
ble timers a step further."
E0
1*1

I
PLCs Add Muscle,
As control panels become larger and their
functions more complex, the addition of a
Programmable Logic Controller (PLC) is an
attractive option. PLCs are modular, so we can
size your panel for your current needs, and
build -in expansion ports for future system growth.,,%- "`—
PLCs are pre-programmed by Orenco's=engineers
in-house, and they also offer tremendous field ':'; ' i i .'a
programming flexibility. If you need to!;make
fundamental changes to the operating system,,,.•
we can program the changes" for you and send 9
them on a removable EEPROM card. If 'you'll
need to make minor adjustments to,system param-
eters yourself (such as'uiner settings), we can add
an MVP unit to the. patiel or various kinds of
operator interfaces,"from simple,touchpad text""' r
displays to user-friendly, graphic touch screens.
f;
Simply put, control panels featuring MVP
and PLC technologies provide a powerful, user-
friendly solution for water, and wastewater indus-
try control applications, at an affordable price. j
.x,A w a� ^ S^uy,•
Size
Of
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Big Buzz at Buzzards Bay
This large PLC automates the delivery of
pre-set wastewater volumes Into multiple
onsite treatment systems for the
Environmental Technology Initiative
Program, at a demonstration site near
Buzzards Bay, Massachusetts. The panel
includes a touch screen operator interface.
r7 d

TELEMETRY GIVES
TOTAL CONTROL
Verify With VeriComm®
Orenco's VeriComm line of
a telemetry panels gives operators
::• and maintenance organizations
the ability to monitor and control
their systems performance remotely, with real time
efficiency. Telemetry eliminates many time con-
suming trips out to the field.
If an alarm condition arises, system operators
are immediately notified via pager or computer,
helping to prevent system failures. Depending
on the application, an early alert (preventive)
alarm option can be added, to warn operators
of performance trends that could turn into an
alarm condition, if not addressed.
Best of all, because our VeriComm telemetry
units have been designed with "open architec-
ture," no special software is required. Operators
can control and program their systems using the
modem and software that is already on their
computer. Data is recorded and stored with
time- and date -stamping. And data can be easily
exported into commonly used spreadsheet and
word processing programs.
You can purchase an optional software package
with user-friendly graphic interfaces. There's
also an option for automated data collection of
multiple sites, to give community system opera-
tors the ability to monitor hundreds of sites on
a regular time schedule.
VeriComm remote telemetry systems reduce
O&M costs, while helping to ensure system
reliability and performance.
Norman Hantzsche, manag-
ing engineer for Questa
engineering, has been using
a remote telemetry system
from Orenco Systems to
monitor a Recirculating Sand
Rlter at an elementary
school In California. The
school's wastewater flow
averages 1,400 to 1,600 gpd
during the week and just a
few hundred gpd on the
weekends. "Working
with Orenco's engineers,
we developed a Summary
Report that logs important
system data," says
Hantzsche. "Using telemetry,
we make system checks
regularly, but on Monday
momings we're able to
make a quick scan of the
previous week's report to
make sure everything is
operating under normal con-
ditions."
One of those quick Monday
scans showed an unusually
high flow event over the
weekend. 'The system
spiked to 6,700 gpd," says
Hantzsche. "We were able
to look at the computer
screen and make sure
everything was functioning
correctly. We checked liquid
levels in all tanks, pump
operations, and flow read-
ings in a matter of minutes,"
Hantzsche explained. "We
were able to notify the
school about the high flow
event, while confirming
that the system was, In fact,
working properly. That way,
the school could investigate
the problem and correct it
on their own." Concluded
Hantzsche, "Remote
telemetry saves everyone a
lot of time and money, while
improving overall system
reliability."
01,

A
With telemetry, operators can monitor
t and control theirs stem's performance
remotely, from a central office.
Our VeriComm telemetry units are built
into the panel, an'. they control all
panel functions. 11 veld technicians can
f
tie into the software from the site, using
a hand-held compter or a laptop.
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While software with user-friendly
t.N£ graphic interfaces is available as
an option, it's not required with our
-telemetry units.
Operators can just use their modem,
1' with the simple communications pro-
gram that is a standard feature of most
3, computer systems.

■
Our Panel of (Experts Provide Support
Idbr.engineers work directly with ,distributors; contractors, and engineers,
one-on-one. If you know what you need, we'll build a panel to your
specifications. Just give us a call; or fill, out and fax in our "Custom. Quote
Form" (enclosed). If you're not sure what you need, call and tell us about
your application. Either way, we'll make sure you get the correct quote
returned to you promptly, with an expected lead time.
If you have existing components like pump capacitors, sensor signal
conditioners, and data loggers — our technicians will assemble a panel that
includes your components; all integrated into a single enclosure.
To ensure that your system gets up and running .correctly, all control panels
from Orenco come with .
• detailed wiring diagrams,
.-
_ •complete installation and operating instructions, and
• toll -free technical support during the installation process.
-.We, also private -label our panels, in larger quantities, for original equipment
mahufacturers.
We're known for the high. caliber of our custom panel support services.
For assistance, call 1-800-348=9843.
Our Company Signals the Way
Founded in 1.981, Orenco Systems researches, designs and manufactures
specialized 'equipment for wastewater and water technologies. Custom
and standard controls are a significant part of the company's product mix.
Orenco has approximately 175 employees and 70 distributors in the U.S:,
Canada, and New Zealand.
Orenco maintains an onsite research laboratory and regularly participates
in demonstration projects, often in conjunction with universities and onsite
training centers. As a result, the company's managers are routinely asked
to speak and give workshops, including presentations about advanced
monitoring and control.
®Z
ABR-CP-1
Rev. 1.2, 4/02
Orenco SystemsOInc.

L, Stom Panel Quote Request
Fill in the information on this form. Attach any other information or specifications and
fax to Orenco at [phone], Attn: Electrical Engineering Department.
Company Name:
Your Name
Project Name:_
Purnp information:
Make & Model:
Fax Number:
Ph. Number:
Today's Date: Date Needed:
Voltage: Phase: FLA:
Check all that apply to your pump.
Seal Fail Type:
O Heat Sensor
Capacitor Pack (must be supplied by pump manufacturer)
O Other
Hp: Hz:
Dimensions
/
' Pane! Operation:
Number of Pumps
O Non -Alternating :O Alternating
All pumps run together O Duplex O Triplex
Independent operation O Quadraplex O Other (provide specs)
O Other
Number of Floats ( Float Functions c-
Papal Options: Check all that apply to yourpanel.
0 Power Light Microprocessor -Based Controllers O Phase Monitor
O Pump Run Light O MVP (Programmable Logic Module) O Current Sensor
O Elapsed Time Meter O PLC (Programmable Logic Controller) O Phone Dialer
0 Cycle Counter O VeriComm'" Telemetry (Remote Monitoring/Control)
Flashing Alarm Light O Main Disconnect
O Small (2" Diameter) O Overtemp Light
�'
ro�Nrov
O Large (4" Diameter) O Transformer (For controls power)
O Caged (5-1/2" Dia.) O Intrinsically Safe (Class 1, Div. 1)
O Analog Timer O Surge Arrestor
O Redundant Off O Alarm Test Switch
GFI Outlet
Orenco Systems
Incorporated
O Dry Contact For Alarm
Changing the Way the
O Other
World Does Wastewater'°
Panei 0o9- struction: Check all that apply toy ourp anel.
814 Airway Avenue
Surherlin, OR 97479
Fiberglass NEMA4X (Standard) O Stainless Steel Enclosure NEMA4X
0Steel Enclosure NEMA4X O Deadfront (Inside Door)
T 541/459-4449800/348-9843
Enclosure Heater O Other
F 541/459-6781
SPR-TA-1
Note: If you are uncertain about what to fill in, please provide specifications or description Rev. 1.3, 7/00
Nvv'w orenco.com
of panel operation and we will assist you in determining the proper controls needed. © Orenco Systems

Mini-Clik Rain Sensors
Installation Instructions
Other Controllers
The two most common
situations are shown below.
For non-standard wiring
situations, please consult
your distributor or request
our "Non-standard"
wiring information packet.
A. 24 Volt Solenoid Valves
Only (No booster pump)
(See Figure 3)
With the two wires from
the Mini-Clik at the
controller, locate the
"common ground" wire of
the solenoid valves. If it is
connected to the common
terminal on the controller,
disconnect it. Attach one
wire of the Mini-Clik to the
"common" terminal
(usually marked "C") on
the controller. Attach the
other wire of the Mini-Clik
to the common wire
leading to the valves.
Note: The common wire
to the valves does not
have to be interrupted
at the controller. The
Mini-Clik may be wired
anywhere along the
common wire line.
B. 24 Volt Solenoid Valves
with Booster Pump (See
Figure 4)
Locate the common wire
to the solenoid valves and
the common wire leading
to the coil of the relay that
starts the pump. If these
two wires are connected
to the "common" terminal
on the controller,
disconnect both of them.
Twist together these two
wires along with one wire
from the Mini-Clik, and
secure with a wire nut.
Attach the other wire of
the Mini-Clik to the
"common" terminal on the
controller. Note: The pump
circuit output must be 24
Volts in this situation. Do
not proceed if 110V
C. Special Instructions for
Mini-Clik-HV (See Figures
5 and 6)
The two taped and
stripped wires are the
ones to be used when
following these accompa-
nying diagrams. The third
wire should be terminated
with a wire nut (not sup-
plied). All wire connec-
tions with the Mini-Clik
should be made with wire
nuts and located in a
junction box.
Where the timer is
controlling a pump, the
relay may be inside the
Mini-Clik Controller
C 1 2 3 4
(So
0
0
Solenoid
Common Wire to Valves
All Valves
Figure 3
Controller Mini-Clik
Pump
or MV C 1 2 3 4
OOS0
0
Line -In a
Normally -
Open Relay
Solenoid
Common Valves
Wire to All
Valves
Line -Out (to Pump)
Figure 4
Mini-Clik-HV
Controller
110V
110V Switched
Input Input
110V Line
110V
Solenoid
Valves
Figure 5
timer, external or non-existent. If there is no relay in the circuit, one must be
added. The wiring for an internal or external relay is the same: the Mini-Clik
breaks the circuit to the coil of the relay only. Either wire of the coil may be
broken.
Operation Check to Verify Correct Wiring
Turn on one zone of the irrigation system that is visible while you are in reach
of the Mini-Clik. Manually depress the spindle at the top of the Mini-Clik until you
hear the switch "click" off. The sprinkler zone should stop instantaneously. If it
does not, check wiring for correctness. It is not necessary to "wet" test the Mini-
Clik, although it will test the operation fine, if desired.
ADJUSTMENTS AND OPERATION
ire 7
1B 1/4
112 314
1
Vent Ring Vent
e mmi-UlIK can Keep Me irrigation system num
starting or continuing after rainfall quantities of '/s",
1/4", 1/2", 3/4" or 1 ". To adjust it to the desired shut-
off quantity, rotate the cap on the switch housing
so that the pins are located in the proper slots (see
Figure 7). Do not forcibly twist the cap as this might
break the pins.
The time that it takes the Mini-Clik to reset for
normal sprinkler operation after the rain has
stopped is determined by weather conditions (wind,
sunlight, humidity, etc.) These conditions will
determine how fast the hygroscopic discs dry out,
and since the turf is also experiencing the same
conditions, their respective drying rates will roughly parallel each other. So when
the turf needs more water, the Mini-Clik is already reset to allow the sprinkler
system to go at the next scheduled cycle.
There is an adjustment capability on the Mini-Clik that will slow down the reset
rate. By turning the "vent ring" (see Figure 7) to completely or partially cover the
ventilation holes, the hygroscopic discs will dry more slowly. This adjustment can
compensate for an "overly sunny" installation location, or peculiar soil conditions.
Experience will best determine the ideal vent setting.
The Hunter ICC and SRC controllers are equipped with a built-in bypass that
allows you to override an active sensor. For controllers not equipped with this
feature, should you desire to bypass the operation of the Mini-Clik for any reason
(i.e., turn on your system even though the Mini-Clik has shutoff" due to rainfall),
there are two simple ways to do this. The first is to add our Bypass Switch Box.
This mounts on or next to the controller, and by simply moving the switch, the
Mini-Clik is bypassed. The second method is to go to the Mini-Clik and raise the
"cap" a couple of settings higher or completely remove it. This takes the pressure
off the switch button, which allows the valve circuit to close again.
Note: Using the "manual' switch on non -Hunter controllers typically will not
bypass the sensor.
There is no required maintenance for the unit. The Mini-Clik does not have to be
removed or covered for "winterizing" purposes.
Troubleshooting
Follow these simple checks first before assuming the unit is bad and replacing it.
System will not come on at all:
A. First, check to see that the Mini-Clik discs are dry and the switch "clicks" on
and off freely by pressing the top of the spindle.
B. Next, look for breaks in the wire leading to the Mini-Clik and check all wire
junctions.
C. Finally, if the Mini-Clik is dry and the wire leading to it is good, check the Mini-
Clik switch by nicking the insulation of the two 'outer" wires near the unit to
expose copper. Turn one sprinkler zone on, and apply a "jumper wire" across
the two exposed wires. If the sprinkler now comes on, the switch is bad. Wrap
all nicked wires with electrical tape.
System will not shut off even after heavy rainfall:
A. Check wiring for correctness (see "Operation Check to Verify Correct Wiring").
B. Check sensitivity setting on Mini-Clik — move cap to more sensitive setting.
The Mini-Clik is an accurate rain gauge and can be verified by setting up a
"tube" type rain gauge in the same vicinity and making periodic readings.
C. Is the rainfall actually hitting the Mini-Clik? Check for obstructions to rainfall
such as overhangs, trees or walls.
Manufactured under U.S. Patent No. 3,808,385.
All Mini-Clik models are listed by Underwriters Laboratories, Inc. (UL). Samples of these devices have
been evaluated by UL and meet the applicable UL standards for safety.

Nllll�l:l•�
Mini-Clik Rain Sensors
Installation Instructions
In most installations, the Mini-Clik acts as a switch to break the circuit to the
solenoid valves of the irrigation system when it has rained. This allows the timer
to advance as scheduled, but keeps the valves from opening the water flow.
Once the Mini-Clik has dried sufficiently, the switch closes again to allow for
normal operation.
The Mini-Clik has two blue wires connected to a 25 foot extension.
For the Model Mini-Clik-C: This rain sensor unit is the same as the standard
model except for the lack of an aluminum mounting bracket and the addition of
a 1/2" threaded cap, which allows for the easy use of electrical conduit to totally
enclose the wires. Unless local code states otherwise, plumbing grade PVC pipe
can be used as well as electrical grade conduit.
For the Model Mini-Clik-HV: This rain sensor unit is designed to be used
with automatic irrigation systems of two principle designs: 1) single -station
electrical timer (e.g., Intermatic) that switches power to a pump, either directly
or through a relay; or 2) single -station electrical timer that switches power to a
solenoid valve.
Standard Model:
Using the screws provided, mount the Mini-Clik on any surface where it will be
exposed to unobstructed rainfall, but not in the path of sprinkler spray. The
switch -housing portion must be upright (as pictured), but the swivel -bracket can
be moved for mounting on any angled surface. Loosen the locknut and screw
before swiveling bracket,
and then re -tighten.
For the Conduit Model
Mini-Clik-C:
The conduit acts as the
mounting support for the
unit. Therefore, place
and mount the conduit
to allow for the desired
sensor location as
described in the main
instructions for the
standard model. Be sure
to support the conduit
sufficiently along its
various lengths.
For the High -Voltage
Model Mini-Clik-HV:
The mounting of this unit
is primarily made by
screwing the fitting end
into the threaded holes of
covers to rectangular
junction boxes (for
outdoor use) or the
covers of round junction
boxes commonly used for
outdoor spotlights. Locate
the junction box so that
with the Mini-Clik
attached, unobstructed
rainfall will hit the
outermost sensing end of
the unit. If a longer reach is needed, the "Carlon" flexible conduit piece can be
substituted with a slightly longer piece (up to 8" length with no support or up to
11" with support).
Helpful hints for mounting:
A. When looking for a suitable location such as on the side of a building or post,
the closer the Mini-Clik is to the controller, the shorter the wire run will be.
This will also minimize the chance for wire breaks.
B. The ideal location for mounting is not always the most practical location. In
the case where a compromise must exist (such as low location on a side wall
rather than the preferred high location), note that the Mini-Clik will still work
as it will always receive some rainfall — it just will not be as accurate in its
gauging as it could be.
C. As described in the "Operation" section of this manual, 'reset rate" refers to
the amount of time it takes the Mini-Clik to dry out sufficiently for the sprinkler
system to be allowed to come back on. The mounting location will affect this
rate and should be taken into consideration should extreme conditions exist.
For example, mounting the Mini-Clik on a very sunny, southern end of a
building may cause the Mini-Clik to dry out sooner than desired. Similarly,
mounting on the northern end of a building with constant shade may keep the
Mini-Clik from drying soon enough.
Once the Mini-Clik is mounted, run the wire to the controller, and fasten it every
few feet with wire clips or stapled for best results. If an extension to the wire
provided is needed, use the following table to determine the minimum wire
gauge needed:
If the extension needed is: 25-50 ft. 50-100 ft. 100 ft. or more
use: 20 AWG 18 AWG 16 AWG
Important: The Standard Model Mini-Clik is sold and designed for hook up to
24 Volt irrigation controllers only. For wiring to 110V or 220V irrigation controllers,
please consult your distributor or this factory. All wiring must conform to National
Electrical Code or applicable local codes.
For the Model Mini-Clik-C: WARNING! This unit is designed to be installed in
conjunction with 24VAC circuits only. Do not use with 110 or 220VAC circuits.
For the Model Mini-Clik-HV: WARNING! This unit must be installed by a
qualified electrician in accordance with National Electrical Code and applicable
local codes. The electrical rating of this device is 125-250VAC at 10.1 amps. Do
not let current pass through this device that exceeds this rating. Do not install
directly in line with any pump.
Wiring to the Hunter SRC
The Mini-Clik connects
directly to the SRC. This
allows you to easily override
the sensor by using the RUN
(BYPASS SENSOR) position
on the dial.
1. Route the wires from the
Mini-Clik up through the
same opening used for
valve wiring.
2. Connect one wire to the
RS terminal and other
to the C terminal (See
Figure 1).
3. Connect the valve common
to the RS terminal.
Wiring to the Hunter ]CC
The Mini-Clik connects
directly to the ]CC. This
allows you to easily override
the sensor by using the
Sensor switch on the front
panel.
1. Remove the jumper from
the two "SEN" terminals.
2. Route the wires from the
rain sensor up through the
same conduit opening
used for valve wiring.
3. Connect one wire to the
terminal labeled "SEN'
and the other wire to the
other "SEN' terminal (See
Figure 2).
Hunter SRC
Connect Common to
Mini-Clik
this Terminal when
using Rain Sensor
Connect Rain
Sensor Wires to
FaThese
Two Terminals
RS C 1 2 3 4
o
0000SO
Figure 1
Solenoid
Valves
Hunter Industries Incorporated • The Irrigation Innovators P/N 700802
1940 Diamond Street • San Marcos, California 92069 • U.S.A. • TEL: [phone] • FAX: [phone] • Internet: www.Hunterindustries.com LIT-315 6/00

Wireless Rain-Clik' / Mini-Clik° Sensor
B. Is the rainfall actually hitting the
Wireless Rain-C1ikT"'? Check for obstructions to
rainfall such as overhangs, trees or walls.
Adjust►nents and Operation
Operation Check to [verify Correct Wiring
Turn on one zone of the
irrigation system that is
visible while you are in
reach of the Rain-ClikT11
Manually depress the
spindle at the top of the
Rain-Clik until you hear
the switch "click" off
(See Fig. 5). The sprin-
kler zone should stop instantaneously. If it does not,
check to see if is wired correctly. It is not necessary to
"wet" test the Rain-Clik, although it is an optional way
to test the operartion.
The Rain-Clik can keep the irrigation system from
starting or continuing after rainfall. The time that it
takes the Rain-Clik to reset for normal sprinkler opera-
tion after the rain has stopped is determined by weather
conditions (wind, sunlight, humidity, etc.) These condi-
tions will determine how fast the hygroscopic discs dry
out, and since the turf is also experiencing the same
conditions, their respective drying rates will roughly
parallel each other.
There is an adjustment capabil- Fig.6
ity on the Rain-Clik that will slow o
down the reset rate. By opening the vent" (see Fig. 6) to completely orVenlRmpartially cover the ventilation slots, �oo
the hygroscopic discs will dry more
slowly. This adjustment can corn- vents
pensate for an "overly sunny" instal-
lation location, or peculiar soil conditions. Experience
will best determine the ideal vent setting.
Bypassing The Sensor
The Hunter ICC, Pro-C and SRC controllers are
equipped with a built-in bypass that allows you to
override an active sensor. For controllers not equipped
with this feature, should you desire to bypass the
operation of the Rain-Clik for any reason (i.e., turn on
your system even though the Rain-Clik has shut "off"
due to rainfall), there is a simple way to do this, add
our Bypass Switch Box (Model #BPSW. This mounts
on or next to the controller, and by simply moving the
switch, the Rain-Clik is bypassed.
Maintenance
There is no required maintenance for the unit. The
Rain-Clik does not have to be removed or covered for
"winterizing" purposes.
MINI-CLIK° RAIN SENSOR
Simple, Accurate, Rugged and Reliable Rain Sensor
In most installations, the Mini-Clik acts as a switch to
break the circuit to the solenoid valves of the irrigation
system when it has rained. This allows the timer to ad-
vance as scheduled, but keeps the valves from activat-
ing and allowing water to flow.
The Mini-Clik Rain Sensor automatically compen-
sates for the amount of rainfall that occurred before
reactivating. Hygoscopic discs absorb water and then
expand proportionally to the amount of rain that fell.
As the moisture -laden discs expand, they activate a
switch that interrupts the electrical circuit from the
controller to the valves. Once the Mini-Clik has dried
sufficiently, the switch closes again to allow for normal
operation. The time it takes the Mini-Clik to reset for
normal sprinkler operation after the rain has stopped
is determined by weather conditions such as sunlight,
wind, humidity, etc. These conditions will determine
how fast the discs dry out. The irrigated turf also ex-
periences the same conditions. So when the turf needs
more water, the Mini-Clik is already reset to allow the
sprinkler system to go at the next scheduled cycle.
13

H1111teki 0 0
PRODUCT FEATURES AND BENEFITS
Easily Installs on Any Automatic
Irrigation System...
Simple to add onto anexisting or new installation.
The Mini-Clik® is versatile enough to work with all
popular irrigation controllers. The Mini-Clik is available
in two versions. One is wired for "normally closed" sen-
sor terminals and the other is wired for "normally open"
sensor terminals. Each unit will have two wires attached
to it, connected to a 25-foot extension.
Available in 24 Volt and 1101220 Volt
UL Listed Models...
Four different models to accommodate your
particular wiring needs
Mini-Clik — The standard
"normally closed" Mini-Clik
model for use on most 24 Volt
d^r3
applications.
Mini-Clik-NO — The standard
"normally open" Mini-Clik
model for use on most 24 Volt
applications.
Mini-Clik-C — Features a
'h" female threaded inlet at
304
the bottom to accommodate
1
conduit.
,
Mini-Clik-HV — The C model
with added code approved liq-
uid -tight electrical fittings for
110/220 Volt wiring applica-
tions and systems using pumps
_
drawing less than 10 amps
"ems
peak. Also includes 18 inches
of 16 AWG wire. Ready to
mount on any standard junc-
tion box.
Constructed of high Impact Thermoplastic...
Dependable operation built to last
The Mini-Clik is constructed of heavy-duty materials
including a thermoplastic that can withstand all ex-
tremes of weather from direct scorching sun to freezing
ice storms.
Maintenance -Free Patented
Sensing Mechanism...
No callbacks, set it and forget it
Unlike other rain sensors that use collection cups, the
Mini -Cl ik does not collect debris, so it does not require
cleaning. And, for those in cold climates, the Mini-Clik
does not have to be removed or covered for "winteriz-
ing" purposes. This means no required maintenance for
the unit and no callbacks to clean it.
The sensing mechanism is m-
genious but simple. Discs absorb
water and then expand propor-
tionally to the amount of rainfall
that fell (e.g., a small cloudburst
would result in little absorption,
a thunderstorm with 2" of rainfall would lead to more
absorption and thus more expansion). As the moisture -
laden discs expand, they eventually activate a switch
that interrupts the circuit from the controller to the
valves. As the discs dry out, they contract and release
` the switch.
5-Year Warranty...
Hunter Industries backs zip its products
A full five-year warranty by Hunter communicates to
our customers that the Mini-Clik is a rain sensor that
stands up to the environment. The end -user can be as-
sured of a quality product with a guarantee of depend-
able operation.
Adjusts to Actuate at Various Rainfall
Quantities...
Versatile and accurate
Depending on local conditions, the
Mini-Clik can keep the irrigation
system from starting or continuing
after rainfall quantities of/s",'/a",'h",
3/a", V (3 mm, 6 mm, 13 mm, 19 mm, 1/8 1/4
1/2
25 mm). To adjust it to the desired 1 3i4
shutoff quantity, rotate the cap on
the switch housing so that the pin are
located in the proper slots.
14

Includes 25 Feet of 20 Gauge Two
Conductor Wire...
Fast and easy mounting out of sight
Hunter supplies wire needed for installation within
25 feet of the controller. Whether you pre -install on a
pole or install at the job, with 25 feet of wire already
attached to the Mini-Clika, installation is fast and
easy. When contractors go out to the job site with the
Mini-Clik, they don't have to worry about forgetting
the wire! If longer wire runs are needed for installation,
no problem! Just add an extension.
If the extension needed is:
25-50 feet use: 20 gauge
50-100 feet use: 18 gauge
100 feet or more use: 16 gauge
INSTALLATION
INSTRUCTIONS
In most installations, the Mini-Clik acts as a switch to
break the electrial circuit to the solenoid valves of the
irrigation system when it has rained. This allows the
timer to advance as scheduled, but keeps the valves
from opening the water flow. Once the Mini-Clik has
dried sufficiently, the switch closes again to allow for
normal operation.
For the Model Mini-Clik-C: This rain sensor unit
is the same as the standard model except for the lack
of an aluminum mounting bracket and the addition of
a �fz" threaded cap, which allows for the easy use of
electrical conduit to totally enclose the wires. Unless
local code states otherwise, plumbing grade PVC pipe
can be used as well as electrical grade conduit.
For the Model Mini-Clik-HV: This rain sensor unit is
designed to be used with automatic irrigation systems
of two principle designs: 1) single -station electrical
timer (e.g., Intermatic) that switches power to a pump,
either directly or through a relay; or 2) single -station
electrical timer that switches power to a solenoid valve.
Mounting
Standard Model: Using the screws provided, mount
the Mini-Clik on any surface where it will be exposed
to unobstructed rainfall, but not in the path of sprinkler
spray. The switch -housing portion must be upright (as
Mini-Clik° Sensor
pictured), but the
swivel -bracket can
be moved for mount-
ing on any angled
surface. Loosen the
locknut and screw
before swiveling
bracket, and then re -
tighten.
For the Conduit
Model Mini-Clik-C:
The conduit acts
as the mounting
support for the unit.
Therefore, place and
mount the conduit to
allow for the desired
sensor location as
described in the main instructions for the standard
model. Be sure to support the conduit sufficiently along
its various lengths.
For the High -Voltage Model Mini-Clik-HV.• The
mounting of this unit is primarily made by screw-
ing the fitting end into the threaded holes of covers
to rectangular junction boxes (for outdoor use) or the
covers of round junction boxes commonly used for
outdoor spotlights. Locate the junction box so that with
the Mini-Clik attached, unobstructed rainfall will hit
the outermost sensing end of the unit. If a longer reach
is needed, the "Carlon" flexible conduit piece can be
substituted with a slightly longer piece (up to 8" length
with no support or up to 11" with support).
Helpful hints for mounting:
A. When looking for a suitable location such as on the
side of a building or post, the closer the Mini-Clik
is to the controller, the shorter the wire run will be.
This will also minimize the chance for wire breaks.
B. The ideal location for mounting is not always the
most practical location. In the case where a compro-
mise must exist (such as low location on a side wall
rather than the preferred high location), note that the
Mini-Clik will still work as it will always receive
some rainfall — it just will not be as accurate in its
gauging as it could be.
15

H1111teki 0 0
INSTALLATION INSTRUCTIONS (continued)
C. As described in the "Operation" section of this
manual, "reset rate" refers to the amount of time
it takes the Mini-Clik° to dry out sufficiently for
the sprinkler system to be allowed to come back
on. The mounting location will affect this rate
and should be taken into consideration should
extreme conditions exist. For example, mounting
the Mini-Clik on a very sunny, southern end of a
building may cause the Mini-Clik to dry out sooner
than desired. Similarly, mounting on the northern
end of a building with constant shade may keep the
Mini-Clik from drying soon enough.
Once the Mini-Clik is mounted, run the wire to the
controller, and fasten it every few feet with wire clips
or staples for best results. If an extension to the wire
provided is needed, use the following table to deter-
mine the minimum wire gauge needed:
If the extension needed is:
25-50 feet use: 20 gauge
50-100 feet use: 18 gauge
100 feet or more use: 16 gauge
Wiring To Your Irrigation System
Important: The Standard Model Mini-Clik is sold and
designed for hook up to 24 Volt irrigation controllers
only. For wiring to 110V or 220V irrigation controllers,
please consult your distributor or Hunter Industries
Data Line at 800-733-2823. All wiring must conform
to National Electrical Code or applicable local codes.
For the Model Mini-Clik-C: WARNING! This unit
is designed to be installed in conjunction with 24VAC
circuits only. Do not use with 110 or 220VAC circuits.
For the Model Mini-Clik-HV.• WARNING! This unit
must be installed by a qualified electrician in accor-
dance with National Electrical Code and applicable
local codes. The electrical rating of this device is
125-250VAC at 10.1 amps. Do not let current pass
through this device that exceeds this rating. Do not
install directly in line with any pump.
Wiring to the Hunter SRC Controller
The Mini-Clik connects directly to the SRC. This
allows you to easily override the sensor by using the
RUN (BYPASS SENSOR) position on the dial.
1. Route the wires from the Mini-Clik up through the
same opening used for valve wiring.
2. Connect one wire to the RS terminal and other to
the C terminal (See Fig. 1).
3. Connect the valve common to the RS terminal.
Hunter SRC
Connect Common to
this Terminal when
Minl-Clik F using Rain Sensor
Connect Rain
Sensor Wires to
These Tum Terminals
RS C 1 2 3 4
Lo m0m
Solenoid
lo Valves
Fig. 1
Wiring to the Hunter ICC, Pro-C or
EC Controller
The Mini-Clik connects directly to the EC, ICC or
Pro-C. This allows you to easily override the sensor by
using the Sensor switch on the front panel.
1. Remove the jumper from the two "SEN" terminals.
2. Route the wires from the rain sensor up through the
same conduit opening used for valve wiring.
3. Connect one wire
to the terminal
labeled "SEN"
and the other
wire to the other
"SEN" terminal
(See Fig. 2).
Other Controllers
Mini-Clik Pro-C or Hunter ICC
ec
k�s
(Z)P MV
SEN
SEN
e TEST
Fig. 2
The two most common situations are shown below.
For non-standard wiring situations, please consult your
distributor or request our "non-standard" wiring infor-
mation packet.
A. 24 Volt Solenoid
Valves Only (No
booster pump)
(See Fig. 3).
With the two
wires from the
Mini-Clik at the
controller, locate
the "common
d" ' f
Mini-Clik Controller
C 1 2 3 4
�0m
0
0
Solenoid
Common Wire to 10- Valves
All Valves
Fig. 3
grown wlre o
the solenoid valves. If it is connected to the com-
mon terminal on the controller, disconnect it. Attach
one wire of the Mini-Clik to the "common" terminal
16

(usually marked "C") on the controller. Attach the
other wire of the Mini-Clik® to the common wire
leading to the valves. Note: The common wire to
the valves does not have to be interrupted at the
controller. The Mini-Clik may be wired anywhere
along the common wire line.
B. 24 Volt Sole-
noid Valves with
Booster Punip
(See Fig. 4)
Locate the com-
mon wire to the
solenoid valves
and the common
wire leading to the
coil of the relay
that starts the
Pump Controller
or MV C 1 2 3 4
mm0m
Line -In
Normally -
Open Relay
Common
Line -Out (to Pump) Wire to All
Valves
pump. If these two wires are connected to the "com-
mon" terminal on the controller, disconnect both
of them.
Twist together these two wires along with one wire
from the Mini-Clik, and secure with a wire nut.
Attach the other wire of the Mini-Clik to the "com-
mon' terminal on the controller. Note: The pump
circuit output must be 24 Volts in this situation.
Do not proceed if 110V.
C. Special In-
structionsfor
Mini-Clik-HV
(See Fig. 5 and 6)
The two taped
and stripped wires
are the ones to be
used when follow-
ing these accom-
panying diagrams.
All wire connec-
tions with the
Mini-Clik should
be made with wire
nuts and located in
a junction box.
Where the timer
is controlling a
pump, the relay
may be inside the
timer, external,
Mini-Clik-HV
Controller
11ov
110V Switched
In ut nput
110V Line 110V
Soleniod
Fig. 5 Valves
Mini-CHV Sensor
or non-existent. If there is no relay in the circuit,
one must be added. The wiring for an internal or
external relay is the same: The Mini-Clik breaks the
circuit to the coil of the relay only. Either wire of
the coil may be broken.
Operation Check to Verify Correct Wiring
Turn on one zone of the irrigation system that is vis-
ible while you are in reach of the Mini-Clik. Manually
depress the spindle at the top of the Mini-Clik until you
hear the switch "click" off. The sprinkler zone should
stop instantaneously. If it does not, check to see if it is
wired correctly.
Atliustments and Operation
The Mini-Clik can keep the irriga- Fig. 7
tion system from starting or continu-
ing after rainfall quantities of
1/a",'h", 3/a" or 1". To adjust it to the 114
1/2 3/4
desired shut-off quantity, rotate the 1
cap on the switch housing so that the
pins are located in the proper slotsVent Ring Vent
(see Fig. 7). Do not forcibly twist
the cap as this might break the pin.
The time that it takes the Mini-Clik to reset for
normal sprinkler operation after the rain has stopped
is determined by weather conditions (wind, sunlight,
humidity, etc.) These conditions will determine how
fast the hygroscopic discs dry out, and since the turf is
also experiencing the same conditions, their respective
drying rates will roughly parallel each other. So when
the turf needs more water, the Mini-Clik is already
reset to allow the sprinkler system to go at the next
scheduled cycle.
There is an adjustment capability on the Mini-Clik
that will slow down the reset rate. By turning the "vent
ring" (see Fig. 7) to completely or partially cover the
ventilation holes, the hygoscopic discs will dry more
slowly. This adjustment can compensate for an "overly
sunny" installation location, or peculiar soil conditions.
Experience will best determine the ideal vent setting.
17

H1111tel 0 0
TROUBLESHOOTING
System will not come on at all:
A. Make sure the Mini-Clik® is not installed in the path
of any watering from the system's sprinklers.
B. Check to see that the Mini-Clik discs are dry and
the switch "clicks" on and off freely by pressing the
top of the spindle.
C. Look for breaks in the wire leading to the Mini-Clik
and check all wire connections.
System will not shut off even after heavy rainfall:
A. If a Hunter SRC controller is used, check the dial
position. If the dial is on the RUN (Bypass Sensor)
position the controller will disregard sensor. For
the Pro-C and ICC, make sure the Bypass Switch is
in "Active."
B. Check Bypass Switch position. If the switch is on
the BYPASS position on the controller or external
by-pass switch (Hunter BPSW) the controller will
disregard sensor activity.
C. Check to see if wiring is correct. Check by depress-
ing the spindle at the top of the cap until the switch
is heard "clicking" off. When the switch "clicks"
off, the sprinkler zone should stop immediately.
D. Check the sensitivity setting on
the Mini-Clik. If the setting is
set for high rainfall amounts,
move the cap to a more sensi-
tive setting.
E. Is rainfall actually hitting the
Mini-Clik? Check for obstruc-
tions to rainfall such as over-
hangs, tree branches or walls.
FREQUENTLY ASKED
QUESTIONS
Q: Two days ago it rained and the sprinklers came on
this morning, how do I get them to stay off longer?
A: There is a "vent ring" located just below the cap
that can be closed or partially closed to restrict
airflow through the Mini-Clik. Make sure this ring
covers the holes on the Mini-Clik, and it will al-
low the discs to dry more slowly, thus keeping the
Mini-Clik shut off longer. This adjustment can com-
pensate for an "overly sunny" installation location.
Q: How much water and money can be saved?
A: The amount saved varies, but in a temperate climate
with average rainfall, savings are usually substan-
tial. There are several factors involved in determin-
ing how much a Mini-Clik can reduce water usage:
how often it rains, whether or not the controller is
left on for automatic operation, and the amount of
water applied by the system per cycle.
Basically, if you know the water costs in your area
and how much water is being applied per watering
cycle by the whole system, then you will know how
much is being saved each time the Mini-Clik inter-
rupts the sprinkling cycle because of rainfall.
As an example, take a system that irrigates 15,000
square feet of turf and is set to run each zone so
that the equivalent of of water is applied per
cycle. Volumetric calculations determine that 2337
gallons of water are being applied over the 15,000
square feet of turf per cycle. Using an average water
cost table for the San Marcos, California area, it
costs $3.47/thousand gallons (or, for our example,
$8.11 for the 2337 gallons). Therefore, every time
the Mini-Clik prevents the sprinkling cycle from
proceeding because of rainfall, $8.11 is saved, and
2337 gallons of fresh water are not wasted. Multiply
this by the number of substantial rainfalls that occur
in your area over one growing season and you can
see the potential for savings of money and water.
The Mini-Clik pays for itself in a short time, and
the installed irrigation system is the most efficient it
can be.
SPECIFICATl1IIlOHp�OO1DE_
EXAMPLE: M NI-CLIK ` HV
r
T
MODEL OPTIONS
MINI•CLIK HV = High Voltage Model for 110220VAG Applications
C = Conduit Mount
NO = Normally Open Switch
Note: For Mini•Clik° in Sensor Guard enclosure, specify SG -MC.
To add Bypass Switch Box to any non -Hunter controller
installation, specify BPSW with sensor. Bypass switch function
Is standard in all Hunter controllers.
18

Mini-CHV / Wind-Clik° Sensor
REPLACEMENT PARTS
Item
Description
Catalog No.
1Q
Cap and Spindle Assembly
440200
2Q
Vent Ring
440100
3Q
Switch Housing
440000
®
Switch
206431
0
Bracket
439700
©
Inside Housing Bracket Screw
194986
Q
Outside Housing Bracket Screw
201532
®
Housing Bracket Locknut Set (2)
206498
Note: Part numbers 1 through 4 are common to Mini-Clik
and Mini-Clik-C.
WIND-CLIK@ WIND
SENSOR
Control Irrigation System Operation
During High Winds
The Wind-Clik Wind Sensor acts as a switch to break
the circuit to the solenoid valves of the irrigation
system during windy conditions. This allows the tither
to advance as scheduled, but stops the valves from
activating (not allowing water to flow). Once the wind
conditions drop below the reset point, the switch closes
again to allow for normal operation. The Wind-Clik
can be used in conjunction with other sensors to en-
hance the overall automation of any irrigation system.
Mount the unit in an area that receives prevailing winds
without hindrance.
PRODUCT FEATURES
AND BENEFITS
Installs Simply and Easily...
No adjustments necessary
The Wind-Clik is designed to install
directly to a "normally closed" or
"normally open" controller's sensor
terminals or in the common wire
circuit between the zone valves and
the controller. If multiple commons
are used in the system, the Wind-Clik must be tied in to
the end of all the common wires, then connected to the
controller. If the Mini-Clik' or Freeze-CliV is already
installed or is to be part of the system, the wind sensor is
to be wired in series with the other sensors so either or
both devices can control the circuit.
Designed for "Normally Closed" or "Normally
Open" Operation...
Versatile to meet the needs of all controllers
The type of controller used on the job will not be a
concern for the installer because the Wind-Clik is
designed to work with either "normally closed" or
"normally open" sensor circuits. The unit comes from
Hunter with three colored wires attached ready for
installation. Depending on what the controller sensor
circuitry is, the installer will hook up the green and red
wires for "normally closed" and hook up the green and
blue wires for "normally open" systems.
19

Yard Blaster
rd Blaster
I SOW HPS
Down Blaster
The "SHADE"
75 watt Mercury Vapor or 70 watt
Larger size 150 watt High Pressure
Friendly Barn Light. Full cutoff 175
Convert existing RAB Yard Blaster
HPS models. Photocell controlled for
Sodium model. Photocell controlled for
watt Mercury Vapor or 70 watt HPS.
aril most similar 70475 watt "harm;"
automatic Dusk -to -Dam operation. Die
automatic Dusk -to -Dawn operation. Die
45% more downiight than conven-
light" fixtures to a cutoff fixture with:.
OW aluminum housing with si ver gray
cast aluminum housing with silver gray
tional barn lights. Light is cut off 359
full-drde cutoff beam spread. lit
polyester powderooat paint 24 cunr+ed
polyester powder coat paint. 24 curved
below horizontal.
includes: cutoff shield! reflector
mounting arm available,
mounting arrn available.
Lamp included,
and 2 attachment dips. Easy.5
Lamp included.
Lamp included.
minute field Installation.
Finish: x Silver Gray
Finish: {� Silver Gray
Finish: ; .Silver Gray Housing
Finish: <<=1 Natural Aluminum °I
Finish: !i> +Natural Aluminum Shade
'91alog N>t. rnfiers
YLM176
�4 YLS70
YARM24
t6'd ensions
i7
432 an
I
._._....-- gift' •----� 1242
24.1 an 31.3 cn
YLS150
YARM24
mo�roe 1-19
Ctiltint e .
Friendl
Light[ng
YDM175
YDS70
YARM24
1
n
d32'i
-_.—_ 14% -_._-.—
375 cm
Sta screw -on Barn Lights:
Liu ark
American
Heath -Zenith
Regent/NCI
Electripak
Designer's Edge
Fits clip -on Barn Lights:
Hubbell
GE
10•
25.4 cm
6
TEL 888 RAB 1000
FAX 88g RAB 1232
www.ra web.com

-fleCommended Construction Details For A Contaminant Monitor
Well in An Unconfined, Unconsolidated Aquifer
Locking Cap
'
Steel Outer Casing
(it plastic inner casing)
,
1.
Borehole to be at least four inches
®
outside diameter of
_ -
Land Surface
cmIarge0han
2.
casing.
Casing and screen to be centered in
borehole
>'
3.
Top of well screen should extend
from approx. 1 - 2 feet above
Neat Cement Grout
°"°Y``
r�.
�o�.
�'"'•
f�N�
N
MSHWT•tlowri to 2 - 3 feet below
w
�s,
d
MSLWT.
WIN'
Well Casing7
.;�< '
�i4
A.:,. '
'�'°
4.
Casing and screen material to be
(2" or larger diam_)
°
i
compatit le with type of contaminant
being monitored.
Pelletized Bentonite
N
T
5.
Well head to be labeled with highly
m
visible waming saying: "Well is for
T
monitoring and not considered safe
LL
for drinking."
—
—�-
Cleaned Washed
��
- 6.
Well to bye afforded reasonable
Sand or Gravel
r ,L MSHWT
protection against damage after
_—
construction.
well Screen
W
CD
L
N
MSLW 1
Note:
MSHWT - MeaT Seasonal High Water Table
MSLWT - Mean? Seasonal Low Water Table

WED
02/03/2004 16:38 70459602 BEST CHARLOTTE PAGE 02/02
VERS "M .045" & .060" EPDM
TYPICAL PROPER77ES AND CHARACTERISnCS
Typical
PhlEicall Property
Test Mathod
SPEC. Pass
Standard
FIR
Tolerance on Nominal Thickness,
u�
ASTM D 412
±10
+10
±10
Weight, ibm/ftZ (kg/m)
.045
0.26 (1.3)
0.26 (1.3)
.060
0.35 1.7
0.35 1.7
Tensile Strength, min psi M
ASTM D 412
1305 9
1630 11.2
1630 11.2
Elongation, Ultimate min %
ASTM D 412
350
520
520
Tear Strength, min, Ibf/in (kN/m)
ASTM D 624
175 (30.6)
230 (40.3)
230 (40.3)
Die C
Resistance to Heat Aging*
ASTM D 573
Properties after 4 weeks @ 240OF
(116°C)
Tensile Strength, min, psi (MPa)
ASTM D 412
1205 (6.3)
1600 (11.0)
1600 (11.0)
Elongation, Ultimate, min, %
ASTM D 412
225
310
310
Tear Strength, min, Ibf/in (kN/m)
ASTM D 624
150 (26.3)
240 (42.0)
240 (42.0)
Linear Dimensional Change, max,
ASTM D 1204
±1.0
-0.4
-0.4
o�
Ozone Resistance*
ASTM D 1149
No Cracks
No Cracks
No Cranks
Condition after exposure to 100
pphm
Ozone in air for 168 hours @ 104°F
(40°C)
Specimen is at 50% strain
Brittleness Temp., max, deg. F
ASTM D 746
-75 (-59)
-85 (-65)
-85 (-65)
d .C*
Resistance to Water Absorption*
ASTM D 471
4.0
2.0
2.0
After 7 days immersion @ 158°F
(70°c)
Chan a in mass max %
Water Vapor Permeance*
ASTM E 96
0.10
0.05
0.05
Max, perms
(Prot. B or
Reistance to Outdoor (Ultraviolet) ASTM G 4637 No Cracks No Cracks No Cracks
Weathering* Conditions No Crazing No Crazing No Crazing
Xenon -Arc, 7560 k7/m2 total
radiant exposure at 0.70 W/m2
irradiance 800C black panel temp.
*Not a Quality Control Test due to the time required for the test or the complexity of the test.
However, all tests are run on a statistical basis to ensure overall long -berm performance of the
sheetin .
Versigard Manual o Updated 312001
Product Data Sheets
A-3 - Page 3
0

Trojan UV systems
provide efficient
disinfection, TOC
reduction, ozone &
chlorine destruction
for process, utility
and ultrapure water
Full digital instrumentation provides
instant, at-o glance status of key
system information in an easy -to -
use, menu -driven interface. The
revolutionary "L-shaped" reactor
of the. TrojanLIVLogic' delivers
maximum efficiency. Sophisticated
3-1) CFD computer modeling was
used to optimize the hydraulics
and dose delivery of thc, system-
N.
Yob
Ultraviolet Solutions for Industrial Applications
Ultraviolet (UV) light is well established as
a fast acting, point -of -contact disinfection
technology for water treatment. UV, at the
254 nm wavelength, penetrates the cell
walls of microorganisms and permanently
alters their DNA structure — rendering
them inactive and unable to reproduce.
UV is also effective for reducing
ozone (03), chlorine and chloramines
compounds, and total organic carbon
(TOC) compounds to required levels.
Comprehensive UV Product Line
The TrojanUVLogic'' series addresses the
diverse needs of the food and beverage
sector, and many other industries,
including ultrapure water applications.
The product line includes models ranging
from 1 to 30 lamps, with disinfection
capabilities from 40 to 8,000 GPM
(9 to 2,044 m3/hr) from a single reactor
at 950/b UVT. The TrojanUVLogiG`
also provides effective TOC reduction
and ozone and chlorine/chloramines
destruction.
Sophisticated Digital Instrumentation
A key feature of the TrojanUVLogiG' is
its user-friendly, microprocessor -based
controller. The robust, versatile system
features a menu -driven, digital interface
and keypad for easy configuration, and
is housed in a NEMA 4X/IP65 stainless
TROJAN OV"
steel cabinet with UL, NEN, and CE
rating. The sophisticated controller offers:
• Discreet alarm outputs for rapid identi-
fication and correction of system faults
• Programmable inputs/outputs and
remote ON/OFF control
• Ability to be linked to plant SCADA
systems for integrated plant operation
and monitoring
• Built-in memory for data acquisition,
logging, and trending analysis of UV
intensity and alarm conditions
• Easy -to -read, real time visual display
for at -a -glance assessment of system
performance
High -Output, Amalgam Lamps
Trojan's low-pressure, high -output (LPHO)
amalgam lamps deliver significantly higher
UV output than conventional systems. As a
result, TrojanUVLogicTM' systems require only
one-third the number of lamps to deliver
an equivalent dose — and also draw less
power — than other systems. The single -
ended lamps are rated for 9,000-hours and
provide flat UV output in operating water
temperatures of 41 o to 104 ° F (5 ° to
40 ° Q. Trojan TOC reduction lamps
deliver a full 25% of their UV output at
185 nm — almost four times that of
conventional 185 nm lamps.
WATER CONFIDENCE'"
Unsurpassed Hydraulic
Efficiency & Installation Flexibility
Trojan's "L-shaped" reactor was developed
using advanced 3-D computer modeling,
resulting in 40% greater hydraulic
efficiency than conventional "U-shaped"
systems. Its compact size and ability
to be mounted inline, horizontally or
vertically, maximizes installation flexibility
and preserves precious floor space.
Designed for Fast, Easy Maintenance
Trojan offers optional manual or automated
sleeve cleaning that can be operated
while the reactor is online. Single -ended.
lamps and quartz sleeves allow fast
lamp change -outs without tools. One
person can replace a lamp in less than
5 minutes.
Fully Equipped, Tested and
Pre -Assembled
In addition to a comprehensive list
of standard features, every system
undergoes rigorous quality checks, and
electronic and hydrostatic pressure
testing before leaving our facility.
Systems are shipped in a wood crate,
ready for installation — arriving fully
assembled, including quartz sleeves,
lamps and seals.
TROJANUV.COM

TROJAN 1JV1 LOG ICTM
Model: TroanUVLo le
OIAM10
01AM15
02AM15
02AM20
03AM20
I 03AS20
I 04AS20
03AL20
06AS20-
I 04AL20
I OBAS20
I 06AL20
OBAL20
Flow Rate:
Disinfection @ 95% UVT) GPM m'--/hr `
40 9
65 15
110 25)
155 35
230 52)
350 80
480 110
560 130)
695 160)
790 189)
875 200)
1120(255)
1345 906)
Disinfection @ 99o/a UVT) GPM m>/hr `
44 (10
75 (17)
128 29}
195 44)
280 63)
430 (97)
585 133)
69D (156)
835 (989)
935 (212)
101D 229)
1340(304)
1620 (367
TOC/Ozone Destruction @ 991/b UVT) GPM (m3/hr"
15 (3)
25 (5)
45 (10)
65 (14)
1 95 (21)
145 (32)
195 (44)
1 235 (53)
1 280 (63)
320 (72)
345 (78)
455 (103)
555 (126)
Number of Lamps:
1
1
2
2
3
3
4
3
6
4
8
6
8
Electrical Requirements:
Voltage
1
120V/6OHz or 220-24OV/5OH4 10 2W+GND
240/120V 10 3W+GND 60Hz
Power(VA)
197
197
334
334
471
534
692
849
1007
1113
1323
1639
2165
Internal System Fuse @ 240V
5
6
1 5
5
5
6
7.5
6
10
7.5
15
10
15
Ballast Type
Electronic High Freuencv
Control Panel:*
Rating
NEMA 4X/IP65
Materials of Construction
304 Stainless Steel
Max. Cable Len th ft m
15(5)
Water Chamber:
Materials of Construction
316L Stainless Steel
Nozzles ANSI Flange) inches
l.5
2
2
4
4
4
6
6
6
6
6
6
6
Nozzles Metric mm
38
50
50
100
100
100
150
150
150
1 150
1 150
1 150
1 160
Max. Operating Pressure PSIG Bar
150(10)
Max, Operating Tem erature'F ('C)
120(49)
Hot Water Sanitizable with Sensor 'F.'C)
185 86)
Approx, Dimensions L x H - inches
37 x 11
37 x 11
1 37 x 11
37 x 11
1 37 x 13
50 x 14
50 x 14
71 x 14
50 x 14
71 x 14
50 x 14
71 x 14
71 x 14
mm
94 x 28
1 94 x 28
94 x 28
94 x 28
94 x 33
127 x 36
127 x 36
1 180 x 36
127 x 36
180 x 36
1 127 x 36
1 180 x 36
1 180 x 36
Standard Features:
Re 40/Ra <0,7 urn Electro olished Surfaces
Yes
Microprocessor -Based Digital Controller
Yes
Menu -Driven Digital Interface with Password Protection
Yes
Prorammable Digital &Analoq Inputs/Outputs
Yes
Remote ON/OFF
Yes
4-20 mA UV Output Signal
Yes
Elapsed Time Indicator
Yes
Lamp Failure Indicator with Alarm)
Yes
UV Intensity Monitor with Alarm)
Yes
Chamber High Temperature Alarm
Yes
Built -In Memory for Data Acquisition
Yes
Auto. Max. Power
I Yes
Yes
Yes
Yes
Options:
Sleeve Cleaning System
n/a
Manual Only
Manual or Automatic
TOC Reduction Lams & Suorasil" Quartz Sleeves
Yes
Sanitary Fittings 3A Tri-Clam /DIN 32676)
Yes
Drain VVDN25 for Horizontal Installation
Yes
Re. 25/Ra <06 urn Electro olished Surfaces
Yes
Ra 15/Ra <0,38 um Electro olished Surfaces
Yes
SCADA Interface
Yes
T°Disinfection Dose Level: 30 ml/cm7 after 9,000 hours of operation.
"TOC/Ozone Destruct Dose Level: 90 mJ/cm2 after 9,000 hours of operation (up to 1.0 ppm of ozone).
For sizing information for larger systems, please contact your Trojan Representative or call [phone]
North America Sr International Europe
Telephone: [phone] Telephone:[phone]
Fax: [phone] Fax: [phone]
www.trojanuv.com
O, Printed in Canada. Copyright 2005. Trojan Technologies Inc, London, Ontario, Canada.
No part of this publication may be reproduced, stored in a retrieval system, or transmitted in any
form or by any means without the written permission of Trojan Technologies Inc.
Products in this brochure maybe covered by one or more of the Wowing patents: Can. 2,160,729 US. 5,471,063 US. 5,504,335 US.5.514,B71 Other patenw pending.
I-CA0015-0305
tx�
72,�.�t1fU
t r�
C UL US LISTED C E
TROJANUV
WATER CONFIDENCE"

IL990 HYDROMATIC°
8300 Mercury Level Float Switch
FLOAT SWITCH — CONTROL DUTY
8300 Mercury Series — Narrow Angle Float Switch
GENERAL
Designed for accurate liquid level control in many
applications including sewage environments.
The float switch can be utilized to signify specific
water levels or for direct alarm actuation.
SWITCH VARIATIONS
Normally Open (N/O) — Yellow Float
The contacts are open (or off) in the hanging
position. As the float rises 1" (50) above horizontal,
the contacts become closed and actuate (turn on)
the switch. This float is generally used in pump down
applications.
Normally Closed (N/C) — Red Float
The contacts are closed (or on) in the hanging
position. As the float rises 1" (5°) above horizontal,
the contacts become open and actuate (turn off)
the switch. This float is generally used in pump up
applications.
FLOAT SPECIFICATIONS
Durable polypropylene material construction. Solid
polyurethane foam interior. Leak proof, shock proof,
and impact resistant. Resistant to sewage and
wastewater applications. For use with intrinsically
safe circuits.
CORD WEIGHT
Zinc plated cast iron (1.22 Ibs.). Split weight design
allows for easy adjustment. Design allows for secure
and permanent attachment to cord.
Pentair Pump Group
\A/cinh4 04--1 T..L--
SWITCH SPECIFICATIONS
8300 series mercury float switches are designed to
operate under the following parameters:
Minimum operating
320F
temperature
Maximum operating
170OF
temperature
Electrical rating
10 A-120 vac,
3 A-240 vac
Actuation point
V above / below
horizontal
POWER CORD SPECIFICATIONS
Conductor cord — physical
Chlorinated
polyethylene
Cord Diameter
.290 O.D.
Electrical for N/O or N/C
18 awg 2,
type SJOOW,
300 V
Electrical for SPDT switch
18 awg 3,
type SJOOW,
300 V
Pentair Pump Group, 1840 Baney Road Ashland, Ohio 44805 Tel: [phone] Fax: [phone], www.hydromatic.com
Item #H-02-6400 2/04

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General Materials of Construction
Part Name
Material
Discharge Adapter
ASTM A48 Class 30
Top Bowl
ASTM A48 Class 30
Thrustwasher/Shim
Stainless Steel
Intermediate Bowl
ASTM A48 Class 30
Bearings, Discharge and Intake
Neoprene
Impellers
304 Stainless Steel
Pump Shaft
416 Stainless Steel
Impeller Collets
AISI 1215 Steel
Suction Bracket
ASTM A48 Class 30
Bowl Bearings
Neoprene
Strainer
302 Stainless Steel
Cable Guard
302 Stainless Steel
Shaft Coupling
416 Stainless Steel
Pump Series
Impeller Material
6T-75, 6T-90, 6T-155
304 Stainless Steel
6T-115, 6T-150
Silicon Bronze
6T-200, 6T-225, 6T-275
304 Stainless Steel
6T-325, 7T-175, 7T-250
Silicon Bronze
7T-350, 7T-450, 7T-500
304 Stainless Steel
For construction details of a submersible series,
please contact your local Berkeley Distributor.
The Berkeley difference — Everything we do
shows up in the way Berkeley pump users look
at us: with confidence. It's a confidence that
goes from ordering to delivery to installation, on
through years of trouble -free performance. It's
a confidence that allows our customers to cure
common pump worries and troubles with one
simple phrase: Relax, it's a BerkeleyT""
Q 360
Q
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7T Series Performance Range m 60 Hz.
360
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^240
J ouu
Q'
120
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m v
0' 0
0- U.S. jpm10D. 2D0 ..;';, ",' .:300 .:'.� 400 •>;`. ., 500- 600 ,_.'.i - J00, ..; _. '600`.
0 6?1hr .5 45 • 675 90 r, 1125�
22�F -` 135 r... 1575 16D
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BEC:: a Berkeley advantage — Berkeley's
Electronic Catalog (BEC) puts powerful pump`'
specification, application and installation software
right at your fingertips 24 hours a day, every day>
via the internet. At no charge or obligation, BEC
can either be used interactively on the internet or
the software can be downloaded from our
PUMP SELECTION
website.
MADE EASY,
• • • • • • •� ::: ■ • • •• a • 1 1
Porlrolov Piimne o 9Q.qWrinht Ctrppt • nplavan WI I ISA 51115.1-AAA-BERKELEY (USA)-1.300-363-PUMP (Canada)

40
SUBMERSIBLE 6T-200
TURBINE -
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OUTLINE DIMENSIONS / WEIGHTS
HP
stages
Motor
size
p
length
M*
length
MD*
dia.
Mtr.
wt.
Pump
wt.
5
2
6"
23.98
27.00
5.51
95
76
7.5
3
6"
28.98
27.60
5.51
114
95
- 10
4
6"
33-.98
29.80-
5.51
127
- -115 -
15
6
6"
43.98
30.40
5.51
130
154
20
8
6"
53.98
35.50
5.51
160
193
Note: dimensions = inches; weight = U.S. lbs.
M* Maximum length (Pentair Motor)
MD* Motor diameter (Pentair Motor)
SPECIFICATIONS
Minimum Well I.D. 6.0 Inches
Minimum Submergence @ BEP (above inlet) 10.0 Feet
Capacity Range 95 — 290 GPM
Discharge 3" F NPT
See manufacturer's data for motor cooling requirements

2"-10" Automatic Filters for flow rates up to 1760 USgpm
• 1760gpm per unit. Units can be manifolded together for any size application
• Filters use less than 1 % of total flow required for flushing
• Multiple options for body materials and coatings can be used on fresh, brackish and sea water applications
• Filtration degrees range from 500 -10 Micron
• Flushing can be set according to pressure differential and/or time with sophisticated control options such as
alarm, by-pass, pump operation, etc.
amiad filtration systems°

Clear Solutions to Water Filtration
In an increasingly crowded world, the need for clean water concerns everyone.
For over 40 years, Amiad Filtration Systems has been a leader in providing clean
water. Using decades of knowledge and expertise, Amiad has developed a com-
prehensive line of exceptionally efficient, automatic, self-cleaning filters and
manual filters for use in industry, municipalities and irrigation.
Amiad has the most reliable, cutting -edge filtration technology available today.
Our unique four: layer, 316L stainless steel screens have the greatest "open area"
of any self-cleaning screen filter. Amiad's sophisticated automatic filters use an
exclusive "suction scanner" technology you won't find; anywhere else. Through
creative technology development, combining practicality with state-of-the-art
research and manufacturing techniques, we are able to offer you timely filtration
solutions for even the most difficult of applications.
Our products undergo constant monitoring for quality_ control. Amiad Filtration
Systems reserves the right to incorporate improvements and product changes -
without prior notice.
2220 Celsius Avenue • Oxnard, CA 93030
Toll free: [phone] • [phone]
Fax free: [phone] • [phone]
amiad® E-mail: [e-mail] • www.amiad.com
Amiad products undergo constant
SI
monitoring for quality control.
A ISO 9001 s
The manufacturer reserves the right to
incorporate changes and improvements
EN ISO 9001
in the products without prior notice.
oaloaoas5
07/05

How the SAF filters work
The SAF filter series is sophisticated yet easy -to -operate
automatic filters, with a self-cleaning mechanism driven
by an electric motor. The SAF is designed to work with
various types of screens in filtration degrees from 500 to
10 micron, and is available in 2" -10" inlet/outlet diameter.
The water enters through the inlet pipe into the coarse
screen from outside in, and through the fine screen from
inside out. The "filtration cake" accumulates on the fine
screen surface and causes head loss to develop.
The coarse screen is designed to protect the cleaning
mechanism from large dirt particles.
Self-cleaning process:
The SAF filter starts the self-cleaning process when the
pressure differential across the screen reaches a pre-set
value or a predetermined lapse of time.
Cleaning the filter element is carried out by the suction
scanner which rotates in a spiral movement while
removing the filtration cake from the screen and expels
it out through the exhaust valve. During the self-
cleaning process, which takes approximately 20
seconds, filtered water continues to flow downstream.
Coarse screen
Control system:
Two types of control boards are available for the SAF
filteks, PLC type and Relay type.
Benefits:
• High efficiency, Compact size
• The large filter area, reliable operating mechanism
and simple construction make the SAF filter the
ideal solution for filtration of low quality water to the
very fine filtration degrees.
• Minimal flushing flow rate required: Perfect cleaning
even with marginal pressure conditions
• Minimal quantity of flushing water allows operation
in continuous flushing mode without losing much
water or interrupting the downstream water supply.
Fine'screen Suction Scanner
i
Drive unit / I X
Exhaust valve Pressure differential switch
Wiring box
SAF Filter, Stainless Steel for
Corrosive Liquids or Sanitary Co'nditibns
SAF Filter, Rubber Lined for Sea Water 11

Technical Specifications
— — s
�:�.e.....o .`SAF- AOd0 -' SAF-3000 SAF-4500 SAF-6000
Min. working pressure (psi) 30 30 30 30 Optional: Can be
configured for low
pressure applications.
Weight (lb) 2" = 185 311 = 232 4" = 331 6" = 530
3" = 190 4" = 243 6" = 344 8" = 540
4" = 194 6" = 254 8" = 364 10" = 573
,flushing data,
�-^� r'+.,+,-��-t^�,':..�., ss-s. a,:3�yr�rcvx,TM .� Y g: 'M*""'Ssrr A 7"^' ;� i ,� -r "�'.� TM4 s ^ten- r'� tir -t ^.^p < jn. '�*asj�",� "`.,�"` �..,,.""�'r"�'�a�.la'r '•q'. sy, y, 3
.s�.�,;.��«h�,Gt�,�vt4a...�.......�.vuv..�....�,wp�v...sr�.k�....x:^.,.:�.se,.A�.,...,.:.s+:c.,�..a..�,�«:F��vi...:..K��.,sm>,d.���;:.F�r;�;�W..,...,�� �,2.;... `..�,:.�,��'s.L�. w.,.:..*'`*'�.s.,..� ,.1.>.•,.. �,.,t..�:t,,�.N.�.*�.::.:�,e.��.�Lc�..«.�'�.,:�:.:yr.�."w�.M.'�-.......,���a.�.r�-�.i
Flushing cycle time (sec.) 20 20 20 20 at 60 Hz
Min. flow for flushing (gpm) 26 50 66 110 at 30 psi
• • d • electricity
.,tid,: >v.tas :u�.c s. at✓rt�a,".;�du=� �:.�v;...... x_..u,...xs.,aw.,.....w.�d�'u�..fs.,.t:.s.,..�u�"mi's.�..,n,...:a�,..,�......�, � . ,a',�r�. �<.�.�„aw.w��^r.�.w� ..�.�..r a...'s..;,;<.�....zW sy ���.....y..,....�, *;.uvv,.x'.^�'�.�".:.�W.,.�;�i ,..,im.�t..� .—tx.�s: s.:_... ..a .
Control voltage (V) 24 AC 24 AC 24 AC 24 AC 12V or 24V DC upon request.
Current consumption (Amp.) 0.6 0.6 0.6 0.8 With 3 phase 480V
Construction materials* r
Filter lid (SAF-1500, 3000) SMC polyester (SAF 4500/6000) Carbon steel, Polyester coating
r -'�,.^� """.nm^r-^�•^ .,g- � :" ^' s � rs � .,r+'^'s^,� '2` "�"�,� -� tax:-'3"-�*e- ss�4u -.. �v" ',�'..`-`
S�reens�� � � �� }� � � � "� � � �FStatriless steel¢31Z1; �w F_�._w�.�,� u_� �.� x,��.•.,�s = ,��;,�.. a,�� u...���..,� �.,_.. �.:.��.�w-.�,�:��-�Y+
Cleaning mechanism Stainless steel 316L, POM
X�'1111&t �?71�e �*��� ` � �1111san���Q�,ted' Gast I�On,Natiural rlt�l7 ?�,,E,i �$all'Yaa1�P�� Q��ICt;�.•..? � � � s `� s
- Seals Synthetic rubber, Teflon (EPDM as option)
*Amiad offers a variety of construction materials. Consult manufacturer for specifications.
Standard filtration degrees
Stainless steel weavewire screen
I.
mm 0.5 0.3 0.2 0.13 0.1 0.08 0.05 0.02 00j.�01
�,�,,,-...._ �,.r�..�.,�..su`.�..e�,..�......,a....a..> s,_.,..c �. ..�.x°..,u � .wu.�'"S=.w,.�..Y�.._wU._...., r.�:.^,,.�......v„�uc��.>r,^,..,,,<�.u..e..a;=..E..e.�.,.N..nx:.�....,...t..v�..v....�..,�.,..s...�..u�,.....b.�,..::....9..e..x..a;..�:,s.G�.,;�.......,,.........�..y.u!.

Pressure Loss Graphs
SAF-1500
PSI
14, —T
us
M ?n An an inn onn Ann 4nnn
SAF 45- 00— _
-------�W
WAREW'
�MENEM
' I��IlI�■
�M■MENONE
N
FAME
■■I■■
No
■■g■■■■■
Egon
MOM`Ll�����
IMM■
NE/,�IJ�����
MEE
M11�>�����
WE
■■■■
■■�ri■rill■�■■■■
■■I ■N%FI■■R■■■■
Filter selection should be based on .
flow, micron rating and water quality;
not pressure loss..
Contact Amiad for clarification.
------_---------
■■.■■■■■■.MWASU
,JOVA
■■1■■■■11
: .-
■■�■■■�FAV
M■■■
.1 11 11 11 .11 I11 111 .111

to installation drawings:
• f c
`w �. •p:
f y,

REQUIREMENTS FOR LEAKAGE TESTING -PRESSURE FORCE MAINS
Required testing of pipelines and valves shall be done under the direct supervision of the Project Inspector.
Field-testing shall not negate the requirements for material certifications as contained in the material
specification section of this contract. Unless otherwise directed by the Engineer, all testing will be
completed prior to operation and certification of the system.
Hydrostatic and Leakage Tests: On completion of the line or sections of the lines, connections and
appearances, the line shall be filled and hydrostatically tested. The water for testing purposes can be taken
from the nearest available water main under the supervision of the Engineer and leakage will be measured
by the Engineer. All leaks and any defective material shall be repaired or replaced to the satisfaction of
the Engineer and the tests repeated until the requirements of this specification are met. Any special
equipment, pumps, etc., required to make the test shall be furnished and operated by the Contractor as
directed by the Engineer.
The Contractor shall use great care to be sure that all air is expelled from each section under test. If
service connection or other openings are not available for the purposes of expelling air, the Contractor
shall provide air release of sufficient size (as determined by the Engineer).
Specific procedures for testing main are as follows:
-The test pressure will be 100 PSI at the low point of the section under test.
-Allowable leakage will be determined by Table 6, AWWA C-600 (see below) or by the formula 1 =
0.000106SD where S in the length of pipe under test and D is the pipe diameter.
-Pressure and leakage tests will be run concurrently and for a duration of four hours except as modified
below.
-The Contractor will pressurize the line and verify that it is within allowable leakage before the official test
is started.
-The Engineer will begin the test and remain at the job for the first hour, making sure that the test pressure
is maintained within 5 PSI. The Contractor is to maintain the pressure within 5 PSI for the duration of the
test period. At the end of the first hour, with the line pumped to full test pressure, he will read the meter
and record the first hour leakage. If the first hour leakage is within allowable, he will return at the end of
the fourth hour and again read the meter. If the total leakage for the four-hour period does not exceed four
times the first hour leakage, the test will be terminated. If the total leakage exceeds four times the first
hour leakage, but is still within allowable, the test will be held an additional hour. If the fifth hour leakage
does not exceed the average hourly leakage for the first four hours, the test will be terminated at the end of
the fifth hour. Otherwise, the test of this rate will be held until the leakage is non -increasing and within
allowable for two consecutive hours.
-If leakage exceeds allowable for the four-hour test, the test will be terminated and re -scheduled after the
Contractor has verified that actual leakage is within the allowable leakage, but no earlier than the next
working day.
-If the first hour leakage does not exceed 15% of the allowable, or if the allowable leakage rate does not
exceed A/gal/hr, the test may be terminated at the end of two hours provided the second hour leakage does
not exceed the first hour leakage. If the second hour leakage exceeds the first hour leakage, the test will be
held for an additional period as described in Paragraph (e) above.
-The maximum length of pipe testing in one test shall be 5,000 feet or as close to 5,000 feet as possible
UuPullu111g U11 VULVu Jpaulllg.
-During the last stages of the test and without any reduction in pressure progressing from the end opposite
the test pump, each mainline valve will be closed and pressure released to determine if the valve is holding
pressure (minimum 10 minutes per valve closing).
The Contractor shall be required to provide as many tests and/or certifications as the Engineer may deem
necessary for materials, such as concrete, piping, valves, steel reinforcement, all fasteners and anchorage
systems, etc. Testing for materials shall be made by a separate independent test laboratory employed by
the Contractor and approved by the Engineer.
The contractor shall coordinate and schedule site visits, installation and startup assistance from the
equipment manufacturers.

t
NEiARM USA
High Resistance to Fertilizers and Chemicals
3-
2-
N
n i Inn
50 60 80 100 150 200 300 400 500 700 900 1300 1700
3-Way Control Model Flow (GPM)
light brown area indicates recommended operating range.
Neta6m USA's Basic Valve can be operated manually
through the use of a 3-way selector. Selector options are:
Closed (C): Upstream pressure or pressure from an
external source is applied to the control chamber. -
Initiated by the spring, the diaphragm is pressed down
to close the valve drip -tight.
Open (0): Relieving the water or air pressure to the
atmosphere from the control chamber causes the valve
to open.
Nylon -Valve
x
Applications
• Ideal for water control in PVC networks.
• For use in Agricultural and Greenhouse &
Nursery applications.
• Surface or Sub -surface installations.
• Functions: Pressure Reducing, Pressure
Sustaining, Pressure Relief, Electric,
Remote Control.
Specifications
Maximum water temperature: 140' at
maximum pressure.
• Operating Pressure(psi):
Nylon - 12 minimum, 145 maximum
PVC - 12 minimum, 115 maximum
tic (A): The automatic port of the 3-way 7-
selector is connected to a solenoid, hydraulic relay or 6.
pilot, which controls the valve. The common port of
uoai
the 3-way selector connects the control chamber to s 5
either A, O or C, depending on the direction the 4
selector is pointed.
RECOMMENDED Cv H (psi) 126q
CV
Product Advantages
• Manufactured with threaded and socket (slip) connections.
• Requires one diaphragm type with low operating pressure.
• Superb hydraulic performance.
• High resistance to corrosive water containing fertilizers and chemicals.
• Pipes can be cemented into PVC valves.
• Simple to install with slip or threaded PVC connections.
• Simple design - diaphragm is the only moving component, no shaft, seals or bearings are
located within the water passage way.
10 15 20 30 40 50 60 80 100 150 200
Flaw (GPM)
2-Way Electric Control PBI
light brown area indicates recommended operating range.
NE'AFIM
=USA'..
PRECISION IRRIGATj ON:
5470 E. Home Ave. •Fresno, CA 93727 Is
[phone] • FAX [phone] t
www.netafimusa.com

Nylon and PVC Valves Specifications
SHORT BOLT —�
LONG BOLT �
BONNET
ADAPTER ADAPTER FOR
3-WAY SELEQOR
SPRING
SPRING SEAT
DIAPHRAGM
/ BODY
THROTTLINGJ .�y -
DISC
P NUT
7 ®�.
PLUG
(Nylon valve shown above)
Materials
Nuts; bolts and washers: Zinc coated steel/BS 5216
Nylon Valves only: Body, Bonnet and Seat: 30% Glass
Reinforced Polyamide (GRP)
PVC: Body - uPVC
Spring: Stainless steel AISI 302
Connections: Threaded -ANSI (NPT Female)
Socket- IPS, PVC Standard
Diaphragm Materials: Standard - Natural Rubber
Special - EPDM (Ethylene Proplylene Polymer)
Special - Nitril (Butadiene Acrylonitrile)
Valve Installation Tips
VALVE DATA
Ma P essnre (psr) k,11�5 � 140^n. �1�40 �; 140Y r�l 5 115m„ 115.- 15
OPTIONS
Electric
main valve pressure rating and
Hydraulic , ,_voltage: flrd'eY fatalog #61 GALIT •,�"'
:� Standard
t � ,SJandardR
MODELS AVAILABLE
CONNECTION
MATERIAL
i�
1 1 /2"
of 2"
N 323
v+ 3"
it
6"
Threaded Valves
Use a few layers of Teflorf Pape or Teflon, sealer compound on the adapter and tighten by
hand. Use a wrench to tighten the adapter another half revolution.
Socket or "Slip" Valve with PVC Pipe
Use the some procedure as when cementing PVC pipes. Mark the pipe first, then apply
glue to the socket of the valve and the PVC pipe. Insert the pipe until reaching the mark
and rotate..p quarter turn. Hold the joint in place until the cement hardens.
Installation Above Ground
When installing a manifold above ground the length of the manifold should be kept as
short as possible, (this eliminates the need for additional support). For longer lengths a
firm support under the,horizontal pipes is recommended. Always install the valve with
the bonnet exposeP6 the sun.
Nyl4ivllo[vEs are available w1b
a throttling future
Nylon PVC
Diaphragm Replacement
Loosen bolts, remove old diaphragm and install new diaphragm. Tighten the bolts, .
applying even pressure in a diagonal pattern, until the diaphragm is firmly pressed
between the body and the bonnet. Do not over tighten. If leakage occurs between the
bonnet and valve, tighten until leakage stops.
Underground
For underground installations use thrust blocks where needed, allow sufficient space and
keep the area around the valve free from rough objects and stones. Cover the valve with
clean soil — up to 24" is recommended for protection against heavy equipment. The
controls for the valve, like the pilot, 3-way valve, should be positioned above ground. Be
sure to mark the control tubing by color or number and put a protective poly or PVC
tubing around the control tubing.
Netafim USA — Delivering Total Growing Solutions .
• Dripperlines • Filters • Valves • Air Vents • Sprinklers • Automation • Flow Meters
For Agriculture, Greenhouse & Nursery and landscape
9"�v�inn
PRECISION IRRIGATION —
For more information call your Authorized
Netafim USA Dealer or call Netafim USA
Customer Service at [phone].
Ao67 6/01

\-
NE1AF1M USA
Proven Design Provides More Air Release
Capacity Than Other !Calves of Similar Sizes
Product Advantages
• Ensures maximum protection of irrigation
system with proper sizing and placement.
• Hydrodynamic float design ensures valve
closure as water fills the system, remains
open when air pressure reaches 12 psi.
• Large capacity valves dampen water
hammer preventing pipes and fittings from
cracking or bursting.
• Unique patented rolling seal feature allows
gradual opening, closing and self-cleaning -
available on 1" and 2" Combination and
3/4" and 1 " Automatic.
• Made of corrosion-resistantieinforced;UV
protected nylon - no metal .parts to rust or
corrode, no need for spare parts.
• Guardian Air Vent with Shrader Valve is
ideal for measuring local line pressure. vaNesa
250
200
150
100
50
0
0 20 40 60 80 100 120
Air Discharge (Ca RlMin)
43
`2t
l
2" Combination
Ai�JVacuum Relief and -
Continuous Acting Air Vent .
1" Combination
Air/Vacuum Relief and
Continuous Acting Air Vent
7
10 v
j
8
6 3/4" & 1"Automatic
Continuous Acting
4 Vacuum Guard Air Vent
2
0
0 50 100 150 200 250 300
Intake (Cu FVMia)
Applications
•,.1" and 2" Combination Air/Vicuum Relief and Continuous Acting Air Vents
- For release of large volumes of air: pump and filtration stations, along
mains, at the end of mainlines.
- At high points in pipe network or upstream of manifold's.
- Every 1,000 feet along mainlines 6 inches and larger.
• 2" Combination Air Release/Vacuum Guard and Continuous Acting Air Vent
- Releases air at pump priming and maintains the prime by, not allowing air
intake in long and/or undulating suction lines to pump, stations.
- Releases entrapped air while ensuring continuous prime at,centrifugal pumps.
- Builds up siphons with air -release, maintains the siphon by continuously
releasing air and not allowing air intake.
• 3/4" & 1"Automatic Continuous Acting Air Vents
- For high spots where air accumulates.
• 1" Continuous ActingNacuum Guard Air Vent
- For release of entrapped air while ensuring continuous pump prime with
no air intake in centrifugal pumps and pump suction lines.
- Protects mechanical seals in vertical pumps by not allowing air to
accumulate in the stuffing,boxes.
- Maintain siphons with continuous air release while not allowing air intake.
• 3/4", 1" & 2" Guardian Air and Vacuum_ Relief Air Vents
- Commonly used downstream of valves, primarily at manifolds, to
break vacuum caused by system draining.
- On sloping terrain to prevent collapsing of pipes caused by vacuum
when pipe networks drain.
efi
a'
3/4" & 1" Guardian
Air & Vacuum Relief
Air Vent
2" Combination
Air Release/Vocuum Guard and
Continuous Acting Air Vent
3/4" & 1" Automatic
Continuous Acting Air Vent
rf
2" Guardian
Air & Vacuum Relief
Air Vent
3/4" & 1" Guardian
wish Shrader Valve
Specifications
• Maximum operating pressures:
- 2" Nylon Combination: 230 psi
- 2" Polypropylene Combination: 150 psi
- 1" Combination: 150 psi
- 3/4" & 1" Automatic: 230 psi
- 2" Guardian: 150 psi
- 1" Guardian: 150 psi
- 3/4" Guardian: 150 psi
• Five year warranty
JNE IMIt'' "Ilk
-USA
PRECISION LRRIGATIONJ�
�a
5470 E. Home Ave. •Fresno, CA 93727
[phone] • FAX [phone] � a�c�;
www.neEafimusa.com ° 'i

Air Vent Specifications
-Combination-Air/Vacuum Relief and-C6ntirauous Acting Air dent
Stages of Operation
1. During start-up, the valve releases large volumes of air.
2. As the system builds pressure, the body fills with water, forcing the float upwards and closing the valve.
3. While the system is pressurized, the "automatic" function continuously expels accumulated air.
4. At shutdown, the valve's large opening allows air back into the system preventing the pipe and
accessories from collapsing, and preventing suction of mud and debris.
Automatic continuous Acting Air Vent
Stages of Operation
1. While the system is pressurized, air accumulates in the body, systematically dropping the rolling seal
mechanism releasing the trapped air.
2. After air is expelled, water again enters the body and forces the float to close the valve.
Guarelian- Air Release-& Vacuum Relief Vent
Stages of Operation
1. The Guardian releases large quantities of air through an opening equal to a large size standard vent. As
water enters, the float rises and forces the valve to close.
2. During normal flow, while the line is under pressure, the valve remains closed.
3. As the line empties, or during a drop in pressure, the float drops down and opens the valve. Air is
admitted, breaking the vacuum created by the withdrawing water and prevents the collapse of pipelines
and suction of soil into dripperlines.
DIMENSIONS & WEIGHT
b
4 2" ;.2:3'S
71
Ibs v
tM kSARIB2 B ':
G 2"
7 09" •'
t 8 23''f
4 75 Ibs.s
b5AR162PP'_71823",t
14 0 bs
7 r,65ARIA2�
2'4 `­77
287 MF4
79
4416s w
b5AR1B1
1"
1 3J 43
l 5r51"
1 5416sw
65ARI51""�`295"
_7
".,tea
ILI 551"'
�65Ibs§
65ARIA100
kJ"
2 36'�
4 79
1 a'`35 I s
65ARIA1
44 Ibs:
�b51lRIA075� a3f
4a
2 36" ^ 4
511'
2'216s
bSdRIA0T5SM
3/4 `:
Y 55'
511',`
44 Ibs ;
b5�1�1507SVM'�
�t 3/4"` '
3
.-..
��
�,
Netafim USA - Delivering Total Growing Solutions
• Dripperlines • Filters • Valves • Air Vents • Sprinklers • Automation • Flow Meters
For Agriculture, landscape, Greenhouse & Nursery
INEWIM
-MenA
PRECISION IRRIGATION —
For more information call your Authorized
Netafim USA Dealer or call Netafim USA
Customer Service at [phone].
A043 8/02

! 9 U- I 1--i I I T m Ma B Mm to a 0 1 wj 41 u
ow
'Pq
),ducot Featurfias
Ile
vo.
'Z
tv
RP!easetV.zjc uum Relief Malvds-

♦ 80 psi working pressure ♦ Clear open diameter is 0.610"
Inlet 1" NPT or BSP ♦ Optional Schrader valve to check
♦ Seals at 5 psi system pressure
a © o
7.63 2
1.42 1
-4.79 0
-11
-17.21 -2
-23.42 _ -3
-29.63 -4
-35.84 -5
-42.05 -6
-48.26 -7
-50 -40 -30 -20
-1.42 -1.17 -0.92 -0.42
-10 0 10 20 30
(CFM)
-0.17 0.00 0.33 0.58 0.83
(CMMJ
♦ 170 psi working pressure ♦ Simple design
♦ Inlet 1" NPT or BSP ♦ Easy maintenance
137.90 20
103.42 15
.y
0 .L
°c 98.95 c* 10
d
L
34.47 .0- 5
M
4 8 (CFM) 12 16 20
0.11 0.23 0.34 0.45 0.57
(CMM)

i d �''-
M-Afff"HIME
�6dL. a..�`'
Agriculture
Landscape
Greenhouse/Nursery
14I
ff ff ii
y.
IPS Flexible vinyl pipe offers more flexibility, durability and
shock resistance to an irrigation system than standard PVC
pipe can provide.
Heavy duty pipe for use as risers or swing joints
Heavy wall thickness makes tight bends possible
without kinking
Available in'/2'.', 3/4" and 1" I.P.S. (Iron Pipe Size)
Coils of 100' and 200' in'/2" and 3/4" sizes,100' in 1"
Pre-cut lengths are also available
Flexible pipe can be readily assembled using standard
Schedule 40 PVC fittings with flexible to rigid PVC
adhesive

I.P.S. Flexible Vinyl Pipe can be used.
• For use in connecting submain to drip hose lateral
• To make flexible swing joints
• To easily and inexpensively repair breaks in rigid PVC pipe
• To easily get around, under or over obstacles
• To carry irrigation water to interior and exterior planters, arbors, waterfalls, etc.
Note: Flexible PVC pipe should be used only on irrigation water systems and downstream of irrigation control valves. Flexible PVC pipe is
not recommended for use in applications involving high heat, high pressure or constant pressure situations.
Shore Durometer— "A" Scale (ASTM-D676) ..................... Instantaneous ... 92
10 Second Delay ... 88
Specific Gravity (ASTM-D792)..........................................................1.40 + .02
PROPERTIES
,' ,,P_,HXSICAL
BEFORE
AFTER
WEATHERING
WEATHERING
2900 psi
3050 psi
Ultimate Tensile Strength (ASTM D-412)
Ultimate Elongation (ASTM D-4120)
265%
240%
100% Modulas (ASTM D-412)
1600 psi
1750 psi
i'HERMAL. PROPER°TIES�
r4
Brittle Temperature (ASTM D-746) (-22F.)
Air Oven Aging - 7 days @ 100 (retention of elongation) 87%
Outdoor Weathering (500 hours atlas weather-o-meter) No Change
"Fi1CT101n1 LOSS }
-,CHARAGTERI-STICS -
p
2
2.42
2.74
1/ r . 4
2.
10.52
5.48
-_
-- 6
22.26
8.22
8
37.92
10.95
2
0.66
1.48
4
2.36
2.97
3/411 6
5
4.45
8
8.52
5.93
10
12.88
7.41
6
1.46
2.67
8
2.48
3.57
j" 10
3.74
4.46
12
5.24
5.35.
14
6.96
6.24
Agricultural Products, Inc.
a Surnma Industries company
P.O. Box 3760 - Ontario, CA 91761- 800.828.9919 - Fax: [phone] K ,
P.O. Box 3546 - Haines City, FL 33845 - 800.848.8153 - Fax: [phone]v
Visit us at: www.agproducts.com
© Copyright 2000 Agricultural Products, Inc.
All rights reserved
,g P° 3FI�� � (P;V�" •) - i' ° � !_ atr 9; �1 �.'�; ;Q�f 010
'�
' ,.

r—: -. .as... :...... ,... „.. me.`.;r. 't,...._...... a.. �....y.:v,
Agriculture
Landscape
Greenhouse/Nursery
J
k,P'odu' 1ctFt u s
Power-LocTM fittings are positive locking, insert type fittings with_
a threaded ring, available in three sizes.
® Very easy to install tubing over single barb.
® Positive stop to assure tubing is fully installed.
Low effort, square thread drive ring quickly locks tubing in
place - no tools needed.
Barb design ensures tubing will not slip out or blow off fitting
even at high pressure and temperature.
® Each fitting will accommodate a wide range of hose diameter
and wall thickness.
Working pressure 60 PSI.
Wide range of fitting configurations available.
Custom configurations including integral ball valve available.
® Unique Patent Pending family of fittings allows rapid
response to customer needs.

4
WInsta Ia�to�nD�ea",
M"'AM
%�e 51e�cyt�o,nGu!de'
Series Number
Range of Inside Diameters _ _
_ _ Range of Wall Thickness
--__ --
.500 --.580"
1.2.7-- _14.7--mm
=_-.035-- .055'' -
_;89.- 1-._4.0-mm
60
.580 - .675"
14.7 - 17.1 mm
.025 - .055"
.64 - 1.40 mm
70
.665 - .765"
16.9 - 19.4 mm
.035 - .055"
.89 - 1.40 mm
Tee and Ell
Ends and Coupler
PETC
&B[MD
3/4" FHT Cap
Adapters
PST PELL PHS
3/4" FHS
with Washer or
3/4" FHS with Screen
with Washer or
with Screen
PMT
KE[W
3/4" MHT
M
End Flush Valve
1/2" MPT or
3/4" MPT
How to specify:
Supply tube fittings shall be single barb, insert type with a threaded locking collar. The fitting shall have a
positive stop to assure tubing is fully inserted. The fitting collar shall have a square threaded drive ring to pro-
vide quick, positive locking on the tube without the need for tools. Fittings shall operate at a working pres-
sure of up to 60 PSI. Fittings shall be Power-LocTM as manufactured by Aquarius Brands, Inc., Ontario, CA.
P.O. Box 3760 " 1450 E. Francis St. 2851 E. Florence Ave. P.O. Box 3546 " Haines City, FL 33845 r
Ontario, CA 91761 Fresno, CA 93721 3857 W. Lake Hamilton Dr.
800-828-9919 800-695-7171 6 Winter Haven, FL 33881
Fax [phone] Fax [phone] " Fax [phone] BRANDS INCORPORATED
a Summer Industries company
©2004 Aquarius Brands, Inc. • All rights reserved. " www.aquadusbrands.com

TECHLINE°
Optimize System Performance
Applications
• Drip irrigation systems
• Clean or dirty water
Features/Benefits
• Flushing reduces sediment build-up
• Automatic cleaning operation at start of each
irrigation cycle
• Unique design reacts to flow, not pressure, allowing
operation even at full line pressure
• Can be disassembled to allow for winterization "blowout"
Specifications
• Flushing water volume: approx..1 gallon per cycle
• Maximum zone flow rate per Flush Valve: 15 GPM
• Minimum pressure required: 1.5 psi
• Maximum pressure: 57 psi
Model Number Description
TL050MFV-1 Automatic Flush Valve, 1/2"MPT
TLFV-1 Automatic Flush Valve, Insert Inlet
MPT = Male Pipe "Thread
RELIEF VALVE
TECHLITE° SYSTEMS
TL060MFV--1 - TLFV-1
Diaphragm in open
position allows flushing '`
As irrigation starts, valve
flushes out dirt particles'
in the open position.
Eliminates Negative Pressure in Subsurface Installations
Applications
• Install in subsurface Techline zones
Features%Benefits
• Eliminates vacuum that could draw
contaminants into the piping system
TLAVRV
• Non -corrosive.
Specifications
• Maximum pressure: 140 psi
• 1/2" male threaded connection
• Not required for on -surface installations
Model Number Description
TLAVRV Air/Vacuum Relief Valve, 1/z" MPT
MPT = Male Pipe Thread
430
A1..t..t:_- I MCA

W
A
S
T
EE
r
L
O
W
LO
0
■
5
3
D
R
P
L
N
E
WASTEFLOW PC 0.53 GPH
WFPC16-2-24 WASTEFLOW PC 24'7.53gph
WFPC16-2-18 WASTEFLOW PC 18"/ .53gph
WFPC16-2-12 WASTEFLOW PC 12"/.53gph
Alternative spacing, flow rates and diameters available upon request
C 16-2-24
Pressure
Head
WPFPC16-2-18
WFPC16-2-12
7-60 psi*
16 -139 ft.
0.53 gph
Maximum Length of Run vs. Pressure
Wasteflow PC
Allows a minimum of 10 psi in the line
*Recommended operating pressure is 10-45 psi
Pressure
Head
WFPC
16-2-24
WFPC
16-2-18
WFPC
16-2-12
10 psi
23.10 ft.
—
—
—
15 psi
34.65 ft.
321 ft.
260 ft.
174 ft.
20 psi
46.20 ft.
423 ft.
330 ft.
228 ft.
25 psi
57.75 ft
478 ft.
377 ft.
260 ft.
30 psi
69.30 ft.
535 ft.
415 ft.
288 ft.
35 psi
80.85 ft
576 ft.
448 ft.
313 ft.
40 psi
92.40 ft.
613 ft.
475 ft.
330 ft.
45 psi
103.95 ft
651 ft.
501 ft.
354 ft.
50 psi *
115.50 ft
675 ft.
523 ft.
363 ft.
55 psi*
127.50 ft
700 ft.
544 ft.
377 ft.
60 psi *
138.60 ft
727 ft.
563 ft.
403 ft.
Kd = 2.070
60
50
40
3 30
h 20
10
0
Wasteflow PC 0.53 gph.
Pressure Loss vs. length of Dripline
0 100 200 300 400 500 600 700 800
Dripline Length (feet)
WASTEFLOW PC Specification
The dripline shall consist of nominal sized one-
half inch linear low density polyethylene tubing,
with- turbulent flow, drip emitters bonded to the
inside wall. The drip emitter flow passage shall
be 0.032"x 0.045 " square. The tubing shall have
an outside diameter (O.D.) of approximately
.64-inches and an inside diameter (I.D.) of
approximately .55-inches. The tubing shall
consist of three layers; the inside layer shall be a
bactericide protection, the middle layer shall be
black and the outside layer shall be purple striped
for easy identification. The dripline shall have
emitters regularly spaced 24 " (or 18 " or 12 ")
apart. The pressure compensating emitters shall
be molded from virgin polyethylene resin with a
silicone rubber diaphragm. The pressure
compensating emitters shall have nominal
discharge rates of 0.53 gallons per hour. The
emitters shall be impregnated with Treflan® to
inhibit root intrusion for a minimum period of
ten years and shall be guaranteed by the
manufacturer to inhibit root intrusion for this
period. 0.53 gph WASTEFLOW PC pressure
compensating dripline shall be Geoflow model
number WLFPC16-2-24 (or WFPC16-2-18 or
WFPC 16-2- 25
9a
Geoflow Design and Installation Manual

PANEL SCHEDULE for PANEL No., MAIN P15TRIBUTIONPANEL TYPE CLASS _
SERVICE_2O4VRGt3d14 60­ MAINS
225 AMP BU.5 __M.BKR. 200 AMP CABINET
_� MOUNTED
CIRCUIT LOCATION
°
R
CAR #
��
CIR #
R
CIRCUIT LOCATION
PLANT CONTROL PNL
l00
1
2
/00
12R/P 5Y5TEM PNL
l00
3
4
1001
l00
5
6
/00
7
8
9
10
1 1
12
Tron s fer
Switchgeor
Electric Meter
Aux. Power Connection
200 AMP 208
VA C, 3 PH
Main Distribution
Panel, NEMA 4X.
MIN. 92 I —Pole Spaces
ELECTRICAL RISER DIAGRAM
N TS
Drip System
Con trol Pon el
Pl on t System
Con trol Pon el

a 3
_
S ecificati®ns=
p y:.
J:!
mr ins°tonon®:Quief SiteTMGeneraforl
MODEL
QSA3
QSA4
QSA6
QSGBA
QSGCA
QSGCB
Power Output 60 Hz Standby
Prime
0
14 KW (17.5KVA)
13 KW (16.3 KVA
20 KW (25 KVA)
18 KW (22.5 KVA)
28 KW (35 KVA)
25 KW (31.3 KVA)
36 KW (45 KVA)
33 KW (41.3 KVA)
50KW (62.5 KVA)
45 KW (56.3 KVA)
60 KW (75 KVA)
55 KW (68.8 KVA)
Power Output 50 Hz Standby
Prime
■
11 KW 13.8 KVA)
10 KW (12.5 KVA)
16 KW (20 KVA)
14 KW (175 KVA)
23 KW 28.8 KVA
21 KW �26.3 KVA;
30 KW (37,5 KVA)
27 KW (33.8 KVA)
40KW (50 KVA)
36 KW (45 KVA)
50 KW (62,5 KVA
45 KW (56.3 KVA
Standard Voltage Output
208-240 V / 416-480 V 1600V (60 Hz) or 190.208 V / 380-416V (50 Hz)
Optional Switchable Output
Parallel Wye Three Phase
Series Wye Three Phase
■ Zig-Zag Single Phase
60 Hz
120/208V
277/480V
120/240V
50 Hz
110/190V 1151200V 120/208V
220/380V or 230/400V or 240/416V
110/220V 115/230V 120/240V
Voltage Regulation (No Load to Full Load)
±2%
±2%
±2%
Power Factor
0.8
0.8
0.8
0.8
0.8
0.8
Insulation
Class F
Class F
Class F
Class H
Class H
Class H
Sound Level Full Load dB (A) @ 23 ft (7m)
' 60 Hz
50 Hz
63
60
64
61
66
63
67
64
68
63
68
63
Make/Model
Cummins3A1.7-GSIGC
Cummins4A2.3-GSIGCI
Cummins6A34-GSIGC2
Cummins4B3.9-G
CummIns4BT3.9-G1
Cummins4BTa9-G2
t Engine Speed 60 Hz150 Hz
1800/1500
1800/1500
1800/1500
1800/1500
1800/1500
1800/1500
Design
4-cycle
Water-cooled
Swirl Chamber
4-cycle
Water-cooled
SwirlChamber
4-cycle
Water-cooled
Swirl Chamber
4-cycle
Water-cooled
Direct Injected
4-cycle
Water-cooled
Direct Injected
4-cycle
Water-cooled
Direct Injected
Starting BCharging System
12V
12V
12V
24V
24V
24V
Displacement
1.72 L
2.29 L
3.43 L
3.92 L
3.92 L
3.92 L
No. Cylinders
3
4
6
4
4
4
HP @ Rated Speed 60 Hz/50 Hz (Standby)
24/18
33/27
50141
66155
86174
102181
Fuel Tank Capacity Gal (1)
25 (95)
25 (95)
40 (151)
40 (151)
40 (151)
40 (151)
Fuel Consumption Full Load gph (Imr)
1.6(6)
2.1(8)
3.1(12)
3.2(12)
3.9(15)
4.6(17)
Coolant Gal (1)
3.4(13)
3.7(14)
4.3(16)
4.0(15)
4.0(15)
4.0(15)
Oil Capacity Qt (1)
6 (6)
6 (6)
9 (9)
12 (11)
12 (11)
12 (11)
Battery
12V/625CCA
12V/625CCA
12V1625CCA
24V/660CCA
24V/660CCA
24V/660CCA
r SKID MOUNTED
Length Inch (mm)
92 (2337)
92 (2337)
110.1(2796)
110.1(2796)
110.1(2796)
110.1(2796)
Width Inch (mm)
39.8 (1012)
39.8 (1012)
39.8 (1012)
39.8 (1012)
39.8 (1012)
39.8 (1012)
Height Inch (mm)
57.8 (1468)
578 (1468)
578 (1468)
57.8 (1468)
578 (1468)
578 (1468)
Approx. Dry Weight Lb (kg)
1850 (840)
2050 (931)
2550 (1158)
2450 (1112)
2560 (1162)
2650 (1203)
TRAILER OPTION
i Lengthlnch(mm)
s
138.4(3515)
138.4(3515)
156.4(3973)
156.4(3973)
156.4(3973)
156.4(3973)
Width Inch (mm)
64 (1626)
64 (1626)
64 (1626)
64 (1626)
64 (1626)
64 (1626)
HeightInch(mm)
78.3(1988)
78.3(1988)
78.3(1988)
78.3(1988)
78.3(1988)
78.3(1988)
Approx.DryWeightLb(kg)
2360(1071)
2560(1162)
3060(1389)
2960(1344)
3070(1394)
3160(1435)
Three Phase 120/208 V Std Stack (60 Hz)
48.6
69.4
97.2
124.9
173.5y
208.2
•
Three Phase 277/480 V Sid Stack (60 Hz)
21.0
30.1
42.1
54.1
75.2
90.2
Single Phase120/240V StdStack (60Hz)
48.6
69.4
97.2
124.9
173.5
208.2
Single Phase1201240V ExtStack (60Hz)
72.9
104.2
145.8
187.5
260.4
312.5
All specificattorissubject tochange Without notice: Feedback to utility system can cause'elecarocution orp�operty damage: Do not connect,to any.building electrical,
system except through an approved device and after building main switch is opened
_
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I
Down Blaster
Product Intomatio€e
Mercury Vapor
Lamp supplied with fixture
High Pressure Sodium
Lamp supplied with fixture
Accessories
specifications e�us
uL Listing:
Suitable for wet locations
Hous(ng:
Precision tDe cast aluminum with gray
POW -star powder coat finish,
R®TrdCEDr.
ACrykc
Ronector:
Hydroformed aluminum
Finlshi
Standard finish lschip and fade resistant
silver gray poWeler powder coating.
Sockeb
Ponelain 4kv Pulse Rated
with spring
loaded center contact
ODO
FAX
corn
■�! rt0 r. FtA
www.ra we .corn
� J
TM
Lamp Bp Watts Type BaseBelfast
175 ED28 Mogul R-NPF 120V
—� 70 ED17 Medium R-NPF 120V
150 ED17 Medium R-NPF 120V
Mounting Arm: (YARM24)
24" curved steel arm 1 51e" pipe diameter
with gray polyester powder coat finish,
Includes all mountino hardware.
r=BK Iniv go P mwnd 94(7
Cal RAB FexBack at 8B8 722-1236.
Enter document numbers shown below.,
atalog slat on
YARD BLASTER 240 249 —
SITY 240 422
For more info on RAB FaxBack sea p.170
Product Info on the Internet:
www.mbweb.com, click "support
E) 6
hleu%Ga.e y Vapor o-P nggi. P-eessiuv v cl t;t7ay
photocat3 (Dontrrftd wau.s�k o-Dalwn Y'�rd 9.1g.ht<.
Heavy duty PholocontroI swivels to
lace desired dlrectfon
Shipped In highly pprotective molded
slyroloam packag)ng
Precision die cast aluminum housing
with durable polyester powder coal paint
24" Mounting arm (YAAM24) available
Hyd�oformed alomfnum reflector for
maximum ilght output
Porcelain 41Y pulse rated socket
with spring loaded contacts
Lamp included
One piece acrylic refractor
Packaging has roduct features, ballast
and lamp spec�ications plus lighting layout
photometrics and installation instructions
Yard Blaster
Lfght:bistribution.
Starting Amps i operating Amps
120V
35/1.8
lJ
Replacement:
Lamps Ballasts Photocontrol
LMV175 BYM175 PCYB
LHPS70 BYHPS70 PCYB
LHPS150 BYHPS150 PCYB
'a
Below Horizontal
Full Cutoff
Light Distribution
mom-, light
On the jobf
Input Lamp Initial Lamp
watts ANSI Lumens Hours
215 H39 7,900 24,000 '- • .
86 S62 6,300 24,000
170 S55 16,000 24,000
pholt. tfl%fi ice
175w Mem uryVaporYhrd Blaster
12' Mountina Height
1
un
HHeeigght Mullipper
HIPS
Waft Mullipiler
8' 2.3
70 .8
12' 1.0
150 2.0
16' .6
20' .4