WQ0042360_More Information (Received)_20210603

L
June 1, 2021
Ms. Poorva Mokashi
Engineer I
NCDEQ; DWR
512 N. Salisbury Street
Raleigh, NC 27699
Re: SFRWWIS Application WQ0042360
Waterman Farm WWIS
Additional Information 01
Ms. Mokashi:
P.O. Box 16110
Wilmington, NC 28408
Tel: [phone]
www.gsandeinc.com
Professional Firm# C-3796
We are in receipt of your Request for Additional Information regarding the subject application.
For purposes of finalizing the application for approval, please consider the following narrative and enclosed
documentation.
List of Sections
A. No additional information requested/ none provided.
B. No additional information requested/ none provided.
C. No additional information requested{ none provided.
D. No additional information requested/ none provided.
E. No additional information requested/ none provided.
F. We understand additional information has been provided under seal by LMG.
G. Engineering Plans
1. Notes 4, 5, 6, and 7 have been added to the Irrigation Fill X-Section detail on sheet C-21 I and that
revised plan is included, herewith. This information clarifies location of drip emitters, supply, and
return lines with respect to the 18" fill. Please also be aware that, with the guidance of NETAFIM's
representative, we have also required an additional 2" fill above the drip emitters to inhibit potential
effects of capillary action at the drip -soil interface. This additional requirement is detailed in the same
notes.
H. Project Specifications
1. Separately signed, sealed, and dated Specifications are included, herewith.
I. Engineering Calculations
1. Separately signed, sealed, and dated Calculations are included, herewith.
2. The Hydraulic & Pollutant Loading section of the Calculations has been expanded to demonstrate
design effluent concentrations (included with #1, this section).

2 of 2
3. Design criteria for the tanks employed in the treatment chain were taken directly from the Innovative
Wastewater System Approval for the E-Z Treat System (IWWS 2015-03-R2). This approval is
included as page 1 of the sealed Project Specifications. With regards to the Dose Tank (Shoaf 3000
Pump Tank), this tank was sized to accommodate the 5 day storage requirement and that calculation
is within the sealed Engineering Calculations as, "Total & Effective Tank Storage".
Site Map
A. The compliance boundary has been corrected in keeping with your comment.
B. The review boundary has been corrected in keeping with your comment.
C. A signed, sealed, and dated Site Map is provided herewith.
D. The Site Map visually reflects the USGS soils map for Brunswick County, with Leon and Murville
dominating the property. However, the Site Map (aka sheet C-201) also includes Soils Note #3 which
incorporates the LMG Soils Report by reference. We have revised this note to state that system
uplands are Lynn Haven and wetland areas are Murville and a Lynn Haven label has been added to
the treatment area.
K. No additional information requested/ none provided.
L. No additional information requested/ none provided.
M. No additional information requested/ none provided.
N. No additional information requested/ none provided.
O. No additional information requested/ none provided.
P. No additional information requested/ none provided.
With provision of this letter and enclosed information, we believe the permit application to be complete for
your approval. Thanks for your time in this matter and, if you need me for minor clarifications, my phone
number is: 910.742.3860.
Sincerely,
Comer Lyons, PE
Owner

Appendix H
PROJECT SPECIFICATIONS
Waterman Farm WWIS
Onsite Wastewater Treatment.
Brunswick County, North Carolina
Prepared for
Ms. Peggy Waterman
Apache Road
W innabow, NC 28479
r4p;4
Date: February 2021
GS&E, Inc.
P.O. Box 16110
Wilmington, NC 28408
Professional Firm# C-3796

Table of Contents
L Manufacturer Requirements & Cut -Sheets
A. Controlled Demonstration for Proprietary Recirculation Treatment
i. EZ Treat Installation Guidelines
i. Model 600 Treatment Pod
ii. Step 20 Re -Circulation Pump
iii. Float Ball `By -Pass" Valve
iv. Pump Control Model EZ SR-12
B. BioLine Dripline
C. Bioline Fittings
D. American Manufacturing Company Residential Perc-Rite Drip Dispersal System
i. Manifold System
ii. Filtration System (Hydraulic Unit)
iii. PUTURB15 Effluent Pump
iv. Control Panel X9146P
E. Rain Bird Rain Sensor
H. Civil/ Site Specifications
101- Wastewater Facility Specifications
31 10 00- Site Clearing
3120 00- Earthwork
3122 00- Site Grading
3123 16- Rock and Unsuitable Soil Removal
3125 00- Erosion and Sedimentation Controls
32 31 13- Chain Line Fences & Gates (Optional; at Owner's Discretion)
32 90 00- Planting
32 92 00- Turf & Grasses
32 92 19- Seeding

NORTH CAROLINA DEPARTMENT OF HEALTH AND HUMAN SERVICES
DIVISION OF PUBLIC HEALTH
ENVIRONMENTAL HEALTH SECTION
ON -SITE WATER PROTECTION BRANCH
INNOVATIVE WASTEWATER
SYSTEM APPROVAL
INNOVATIVE WASTEWATER SYSTEM NO: IWWS 2015-03-R2
Issued To: E-Z Treat Company
PO Box 176
Haymarket, VA 20168
703-408-2911; Fax: [phone]
Contact: Carl Perry, President
Michael Stidham, Vice President
For: E-Z Treat Model 600 Pretreatment Systems
Approval Date: Apri124, 2015
June 15, 2015
January 6, 2017
Tank Size and Sampling Revisions
Addition of Single Bulb UV Unit
In accordance with General Statute 130A-343, 15A NCAC 18A .1969 and .1970, a proposal by E-Z Treat
Company for an approval of subsurface wastewater systems utilizing the E-Z Treat Pretreatment systems
has been reviewed, and found to meet the standards of an innovative system when all of the following
conditions are met:
I. General
A. Scope of this Innovative Approval
1. Design, installation, use, and operation and maintenance guidelines for E-Z Treat
Pretreatment systems to meet TS-I and TS-II effluent standards pursuant to Rule 15A NCAC
18A .1970. Refer to Rule .1970(a) Table VIII — Effluent Quality Standards for Advanced
Pretreatment Systems for treatment performance levels.
2. Operation, maintenance and monitoring requirements for E-Z Treat Pretreatment systems and
associated subsurface systems to ensure the treatment performance standards are met.
B. This Innovative System Approval is applicable to domestic strength sewage systems
(non -industrial wastewater) utilizing E-Z Treat Pretreatment Systems that have a design flow not
exceeding 3,000 gallons per day (gpd).
Use of E-Z Treat Pretreatment systems for facilities with an influent waste strength that exceeds
domestic septic tank quality effluent standards pursuant to Rule 15A NCAC 18A .1970(b) may be
proposed by E-Z Treat Company and a North Carolina Professional Engineer to the Department
for review and approval on a case -by -case basis, prior to permitting by the local health
department (LHD). The system design must include the proposed raw wastewater strength
(BOD5, COD, TN, TSS, fats, oils and grease, etc.), the expected organic loading rate (in pounds

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of BOD), and hydraulic loading rate on the pretreatment system, and the calculations, references,
and any other needed information to support the proposed design.
C. Any site utilizing these systems shall have wastewater with sufficient alkalinity to facilitate
biological treatment processes. The influent shall not have a pH or toxins that significantly
inhibit microbial growth.
D. Use of E-Z Treat Pretreatment systems that have a design flow exceeding 3,000 gallons per day
may be permitted after approval by the Department on a case -by -case basis in accordance with
the Large Systems State Review/Approval Process (Rule 15A NCAC 18A.1938).
II. System Description
The E-Z Treat Pretreatment system consists of the following components: a Department approved
septic tank; a recirculation tank (or chamber); single or multiple E-Z Treat Pretreatment pods; and a
final dosing tank (or chamber). Additional treatment may be used to ensure that treatment
performance standards shall be met.
The E-Z Treat Pretreatment system can utilize either a two tank configuration or a three tank
configuration. The two tank configuration has the following components: the first tank is a septic
tank and the second separate tank has a recirculation chamber and final dosing chamber. The three
tank configuration consists of three separate tanks: a septic tank, a recirculation tank, and a final
dosing tank.
III. Siting Criteria
The E-Z Treat Pretreatment systems and associated drainfields shall be sited and sized in accordance
with Rule .1970 for TS-I and TS-II systems. Drip irrigation systems used with E-Z Treat
Pretreatment systems shall be sited and sized in accordance with the manufacturer specific drip
approval. The E-Z Treat Pretreatment systems and associated drainfields shall meet all applicable
horizontal setback requirements and be located to prevent surface/subsurface water inflow/infiltration.
IV. System Sizing
The system sizing criteria shall be based upon the long term acceptance rate specified in the
appropriate portion of the rules or the Innovative and Experimental system approval for the type of
ground absorption system to be used.
V. Special Site Evaluation
A special site evaluation may be required based on the proposed ground absorption system. Refer to
manufacturer specific drip approvals and Rule .1970(p).
VI. Design Criteria
A. The E-Z Treat Pretreatment system shall be designed in accordance with the following criteria.
1. All tanks, septic, recirculation, and dosing, must be approved by the Department and E-Z
Treat Company specifically for use with the E-Z Treat Pretreatment system.
2. The E-Z Treat Pretreatment system can utilize either a two tank configuration or a three tank
configuration. The two tank configuration has the following components: the first tank is a

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septic tank and the second separate tank has a recirculation chamber and final dosing
chamber. The three tank configuration consists of three separate tanks: a septic tank, a
recirculation tank, and a final dosing tank.
The E-Z Treat Pretreatment system consists of a septic tank, a recirculation tank/chamber, a
final dosing tank/chamber, and E-Z Treat media pod(s) as specified in Table 1 below.
Table 1— Model
600 and Tank Volumes
Design Daily
Flow
(gpd)
Minimum
Septic Tank
Volume
(gallons)
Minimum
Recirculation/Pump
Tank Volume
(gallons)**
Number of Media
Pods
< 480
1,000
1,250
1 Model 600 pod
4 Bedrooms
1,000
1,800
1 Model 600 pod
5 Bedrooms
1,250
2,000
1 Model 600 pod
6 Bedrooms
1,500
2,200
2 Model 600 pods
601— 1,500
V = 1.17Q* +
500
V = 1.17Q + 500
1 Model 600 pod per
600 gallons
1,501— 3,000
V = 0.75Q +
1,125
V = 0.75Q + 1,125
1 Model 600 pod per
600 gallons
*Q — design daily flow
**Recirculation/pump tank minimum size based on total internal tank volume.
4. Septic tanks will have an inlet sanitary tee and a Department approved, appropriately sized
effluent filter on the outlet end approved by the E-Z Treat Company for use with the E-Z
Treat.
5. The minimum required volume in the recirculation chamber/tank prior to discharge to the
dosing tank/chamber shall be the design daily flow.
6. The recirculation tank/chamber will contain the recirculating splitter valve or an external
splitter box may be used. The recirculation tank/chamber shall have an inlet sanitary tee.
The sanitary tee shall be visible and reachable from the riser opening to serve as the influent
sampling point.
7. When the recirculation tank and dosing tank are combined, the baffle wall between chambers
shall extend to the top of the tank and shall be constructed so that the liquid levels in either
compartment are independent. Liquids will not by-pass between compartments except as
designated by the system's treatment flow path.
8. The final dosing tank must meet the minimum size requirements of Rule .1952(c)(1). For
drip irrigation systems, the requirements of the manufacturer specific drip approval for dosing
tanks shall also be met.
9. A drainback configuration without a pump check valve is required for the force main
supplying the media pod.
10. Recirculation pump shall be either Sta-Rite Model number STEP 20 or manufacturer
approved equal.
11. The E-Z Treat media pod is constructed of a polymer suitable for use in contact with
wastewater. The Model 600 pod is approximately 7 ft 4 inches x 4 ft with a surface area
approximately of 30 square feet and is 42 inches in depth. The pod is fitted with a
weatherproof cover properly secured. The pod is designed and constructed to create channels
down the sidewalls to facilitate air flow. The sidewall channels provide airspace to the
bottom of the pod. The bottom of the vessel is designed to provide total drainage of the
treated effluent back to the recirculation tank/chamber.

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12. As the effluent enters the recirculation tank/chamber, this tank/chamber acts to further
separate the septic tank effluent. The effluent entering the recirculation tank/chamber is
charged by the recirculation pump to the media pod(s). The effluent is sprayed over the
media mattress(es) using a spray manifold of evenly spaced wide-angle spray nozzles. The
nozzles are manufactured with a free passage of 0.0625 inches in diameter. The system is set
to recirculate effluent through the media pod on an average of 4 to 6 times prior to discharge.
13. The effluent is sprayed on mattress(es) measuring a total area of 30 square feet. The
mattress(es) are fabricated from a non -biodegradable, chemically resistant, loose weave
polypropylene material. The openings in the weave allows for effluent and air flow while
containing the media. The media inside the mattress(es) are made of a styrene material. The
specific gravity of this material meets the following criteria: light enough to prevent
compaction which results in a loss of effective surface area, and provides a reduction in
channeling across the media (short-circuiting).
14. Effluent passes through the media and enters a schedule 40 pipe located at the bottom of the
pod. The effluent than gravity feeds back to the recirculation tank/chamber and the process is
repeated.
15. The effluent bypass valve or splitter box is piped to intercept filtered wastewater and deliver
it to the recirculation tank/chamber or the dosing tank/chamber, based on liquid volumes.
16. The Control Panel for the E-Z Treat System will consist of. recirculation pump on/off timer,
discharge pump alarm, and high/low water alarm. Control panels shall meet the requirements
of .1952 and shall be approved in writing by E-Z Treat Company for use in their systems.
17. Separate control and alarm circuits will be provided. The E-Z Treat systems will utilize a
device for the recording of measurements of daily water flows. The device shall provide a
means for determining at least the daily, 7-day, and 30-day flow monitoring requirements of
Rule .1970. This information will be stored in the data logger for drip irrigation systems
(provided by the manufacturer of the drip irrigation control panel). For pressure manifold and
LPP systems, the Aquaworx control panel or manufacturer approved equal shall be used. The
operator in responsible charge (ORC) of the system authorized in writing by E-Z Treat
Company must be able to access the panel directly on site and shall be available to the LHD
with 24-hour notice in the event a direct connection is necessary.
18. The UV disinfection system shall be rated for the appropriate discharge rate from the E-Z
Treat pod. The UV disinfection system will be one of the following:
a. E-Z Set UV-10005 (single bulb);
b. E-Z Set UV-1000 (dual alternating bulbs); or
c. Other UV systems specifically approved by the Department and E-Z Treat Company.
19. All access riser hatches shall be secured by approved tamper -resistant hardware approved by
the manufacturer or by other means approved by the manufacturer as equal. Riser
construction, attachment to tanks and security systems shall be pre -approved by the
Department and E-Z Treat Company in accordance with the E-Z Treat specific approvals for
the septic tanks and pump tanks, as applicable.
20. Buoyancy calculations shall be completed by a NC Professional Engineer if any parts of the
tanks, pods, or other system components are installed in a seasonal high water table.
Additional ballast may be required.
21. Influent samples shall be taken from the inlet sanitary tee into the recirculation tank. Effluent
samples shall be taken from the final pump doing tank or a spigot or sampling port that is
placed on the force main from the final dosing tank.
B. E-Z Treat Pretreatment systems shall be designed by a designer authorized in writing by E-Z
Treat Company or a NC Professional Engineer. Systems over 1,000 gallons per day shall be
designed by a NC Professional Engineer.

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VIL Installation and Testing
A. A preconstruction conference shall be required to be attended by the designer authorized in
writing by E-Z Treat Company, engineer (if applicable), installer authorized in writing by E-Z
Treat Company, and LHD prior to beginning construction of the E-Z Treat Pretreatment system.
B. All E-Z Treat Pretreatment systems shall be installed according to directions provided by E-Z
Treat Company. Additionally, all E-Z Treat Pretreatment systems and components used with, but
not manufactured by E-Z Treat Company shall be installed in accordance with all applicable
regulations and manufacturer instructions.
C. All individuals/companies installing E-Z Treat Pretreatment systems shall be in possession of all
necessary permits and licenses before attempting any portion of a new or repair installation. The
company/individual must be a Level IV installer and authorized in writing by E-Z Treat
Company.
D. Watertightness of the tanks shall be tested by either of the following protocols: 24-hour
hydrostatic test or a vacuum test.
1. Hydrostatic Test'° 2
a. Temporarily seal the inlet and outlet pipes.
b. Fill tank with clean water to a point at least two inches above the pipe connections or the
seam between the tank and the riser, whichever is highest.
c. Measure the water level.
d. Allow the tank to sit for 24 hours.
e. Re -measure the water level.
f. If the water level change is '/2-inch or less or one percent of the liquid tank capacity, the
tank passes the leak test.
g. If the water level change is greater than '/2-inch, any visible leaks can be repaired and the
tank may be topped off with water and allowed to sit for a minimum of one hour.
h. The tank passes the leak test if there are no visible leaks (flowing water or dripping in a
steady stream) and no measureable drop in water level after one hour. Otherwise, the
tank fails the leak test.
2. Vacuum Testa
a. Temporarily seal the inlet and outlet pipes.
b. A vacuum of four (4) inches of mercury should be pulled on the tank and held for five (5)
minutes.
c. During the testing, the tank manufacturer or their representative can seal the tank if it is
found to be leaking.
d. If the tank is repaired, the vacuum must be brought back up to four inches and held for
five minutes.
E. The distribution of flow to the E-Z Treat Pretreatment system and to the septic tank shall be
measured during start-up and set to be in accordance with the system design with start-up settings
recorded.
1 Victor D'Amato and Ishwar Devkota, Development of Prefabricated Septic and Pump Tank Construction andInstallation Standards for North
Carolina.
2 National Precast Concrete Association, Best Practices Manual Precast Concrete On -Site Wastewater Tanks, Second Edition, October 2005, 24.
'National Precast Concrete Association, Best Practices Manual Precast Concrete On -Site Wastewater Tanks, Second Edition, October 2005, 24.

IWWS-2015-03-R2
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F. Specified site preparation steps and construction specifications for the ground absorption system
shall be strictly adhered to, including specified depth of trenches in relation to site limiting
conditions, cover material specifications (if needed), trench installation method, etc.
G. The installer authorized in writing by E-Z Treat Company, the engineer or designer authorized in
writing by E-Z Treat Company, and the ORC authorized in writing by E-Z Treat Company shall
conduct an inspection/start-up of the E-Z Treat Pretreatment system and all associated system
components. The LHD personnel will attend and observe the inspection/start-up. During the
inspection/start-up to include:
1. System watertightness testing.
2. Control panel operation and alarm settings.
3. Pump model numbers and time clock settings.
4. Pressure head on the E-Z Treat pod wastewater distribution system.
5. Return flow to the septic tank set per design and recorded, when applicable.
6. Riser hatches have tamperproof bolts, and/or riser lock ring.
VIIL Operation, Maintenance, Monitoring, and Reporting
A. E-Z Treat Pretreatment systems shall be classified, at a minimum, as a Type Va system in
accordance with Table V(a) of Rule .1961(b). Management and inspection shall be in accordance
with Rules .1961 and .1970.
B. All E-Z Treat Pretreatment systems require an operation and maintenance agreement between the
system owner and E-Z Treat Company, Inc., its authorized representative, or with an operator
authorized in writing by E-Z Treat Company as per Rule .1970. The system shall be inspected
according to Rule .1961 by a certified subsurface operator authorized in writing by E-Z Treat
Company according. The ORC shall be either an employee of E-Z Treat Company or authorized
in writing by E-Z Treat Company to operate and maintain the system. The operator authorized in
writing by E-Z Treat Company must have proper equipment and training to access and program
the control panels on site.
C. All E-Z Treat Pretreatment systems shall be operated and maintained according to the latest
version of E-Z Treat Company's O&M manual.
D. At each E-Z Treat Pretreatment system inspection the ORC authorized in writing by E-Z Treat
Company shall, at a minimum, observe, monitor, and record the following:
1. Wastewater level in all the tanks.
2. Sludge, scum, and grease levels in all the tanks.
3. Clogging of effluent filter.
4. Watertightness of tanks, risers, and pipe penetrations at the tanks.
5. Operation of pumps, floats, valves, electrical controls, and alarms.
6. Drainfield pump delivery rate (drawdown test), determination of the average pump run time,
and drainfield dosing volume.
7. Any structural damage, accessibility issues, adequate ventilation, excess odors, ponding of
effluent, insect infestations, vegetative growth over the drainfield, or surfacing of effluent on
the drainfield area.
8. Sample of E-Z Treat Pretreatment system effluent collected from the sampling point to check
for effluent clarity and odor and a sample of influent, as required.

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9. Readings from pump cycle counters and run time meters and any water meter readings, as
applicable.
10. Current operational set up for TS-II nitrogen removal enhancement (percent returned to septic
tank), and recommendation for modifications (if needed).
11. System operating conditions, from the review stored data for indication of 7-day and 30-day
flows and flow variances or other abnormal conditions.
E. The ORC authorized in writing by E-Z Treat Company shall also conduct other additional
observations, measurements, monitoring, and maintenances activities as specified in the Operation
Permit and as recommended by the manufacturer.
F. Sampling and Testing
1. All sampling shall be done in accordance with Rule .1970(n)(3) and (5). E-Z Treat systems
shall be sampled annually (semi-annually for systems with a design flow of 1,501 to 3,000
gpd)-
2. TS-II systems influent shall be analyzed for TKN.
3. Effluent for all systems shall be tested for effluent CBOD5 and NH4-N. Systems specified to
meet the TS-II standard shall also have the effluent analyzed for TN (TKN and NO3-N).
Systems designed to meet the TS-II standard with design flows of 1,501 gpd to 3,000 gpd
shall have the effluent analyzed for fecal coliforms.
4. Additional sampling of effluent or influent may be determined to be necessary by the ORC
authorized in writing by E-Z Treat Company during a system inspection to assist with
troubleshooting or to verify system performance.
5. Effluent samples shall be taken from the final dosing tank/chamber or a sampling port located
downstream from the final treatment process.
6. Influent samples shall be taken from a sampling port located between the septic tank and
recirculation tank/chamber.
7. Adjustments in the monitoring schedule and number of parameters sampled may be proposed
by E-Z Treat Company and approved by the Department pursuant to Rule .1970(n)(3)(B) or
(C).
G. Notification and Performance of Maintenance and Repairs
1. The ORC authorized in writing by E-Z Treat Company shall alert E-Z Treat Company, the
LHD, and the system owner within 48 hours of needed maintenance or repair activities
including but not limited to landscaping, tank sealing, tank pumping, pipe or control system
repairs, media replacement, and/or adjustments to any other system component.
2. System troubleshooting and needed maintenance shall be provided to maintain the pump
delivery rate and average pump run time within 25% of initial measurements conducted
during system startup. The ORC authorized in writing by E-Z Treat Company shall notify
the system owner, E-Z Treat Company, and the LHD whenever the pump delivery rate
efficiency or average pump ran times are not within 25% of initial measurements conducted
prior to system start-up.
3. The septic tank will be pumped as needed upon recommendation of the ORC authorized in
writing by E-Z Treat Company and in accordance with the E-Z Treat Pretreatment system
operation and maintenance instructions. However, at a minimum, the septic tank will be
pumped whenever the solids level exceeds 25% of the tank's total liquid working capacity or
the scum layer is more than four inches thick.
4. The tanks shall be pumped by a properly permitted septage management firm, and the septage
handled in accordance with 15A NCAC 13B .0800.
5. The ORC authorized in writing by E-Z Treat Company shall notify the LHD, E-Z Treat

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Company, and the system owner in writing whenever repairs are indicated. All maintenance
activities shall be recorded in the ORC reports provided to the system owner, LHD, and E-Z
Treat Company.
H. Reporting
1. The ORC authorized in writing by E-Z Treat Company shall provide a completed written
report to the system owner, E-Z Treat Company, and the LHD within 30 days of each
inspection. At a minimum this report shall specify:
a. The date and time of inspection,
b. System operating conditions according to Section VILD, VILE, and VILF.
c. Results from any laboratory analysis of any influent and effluent samples,
d. Maintenance activities performed since the last inspection report,
e. An assessment of overall system performance,
f. A list of any improvements or maintenance needed,
g. A determination of whether the system is malfunctioning, and the specific nature of the
malfunction,
h. Any changes made in system settings, based on recommendations of the manufacturer,
and
i. A summary report of data retrieved from the control panel verifying actual daily, 7-day,
and 30-day flows, flow variances, and other operating conditions.
IX. Responsibilities and Permitting Procedures
A. Prior to the installation of an E-Z Treat Pretreatment system at a site, the owner or owner's agent
shall file an application at the LHD for the proposed use of this system. After the LHD conducts a
soil and site evaluation, the LHD may issue an Improvement Permit or Authorization to Construct
or amend a previously issued Authorization to Construct allowing for the use of a E-Z Treat
Pretreatment system.
B. The Improvement Permit and Authorization to Construct shall contain all conditions the site
approval is based upon, including the proposed used of the Innovative system. The Operation
Permit will include all conditions specified in the Improvement Permit and the Authorization to
Construct.
C. When a special site evaluation is required pursuant to Rule .1970(p)(1) or a drip approval, as
applicable, an evaluation and written, sealed report from a Licensed Soil Scientist regarding the
site shall be provided to the LHD. The report shall contain the information as specified in Rule
.1970(p)(2) and "Requirements for Submittals of Soil Reports and Pretreatment and/or Dispersal
System Designs". The LHD may request the assistance of their Regional Soil Scientist in
evaluating this report prior to permit issuance.
D. The E-Z Treat Pretreatment system shall be designed by one of the following: a designer
authorized in writing by E-Z Treat Company or a North Carolina Professional Engineer. Systems
over 1,000 gallons per day, or as otherwise required for drip irrigation systems, shall be designed
by a North Carolina Professional Engineer.
E. Prior to issuance of an Authorization to Construct for an E-Z Treat Pretreatment system, a design
submittal prepared by a designer authorized in writing by E-Z Treat Company or a North
Carolina Professional Engineer shall be submitted for review and approval by the LHD. The

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design submittal shall include the information required in "Requirements for Submittals of Soil
Reports and Pretreatment and/or Dispersal System Designs".
F. It is recommended that local authorized environmental health practitioners attend a design
training session offered by the manufacturer/authorized representative prior to permitting the
system. Also, at the request of the LHD, a Regional Engineer will review the design.
G. The designer authorized in writing by E-Z Treat Company shall certify in writing that the E-Z
Treat Pretreatment system was installed in accordance with the approved design prior to
Operation Permit issuance.
H. A North Carolina Professional Engineer shall certify in writing that a system designed by an
engineer was installed in accordance with the approved plans and specifications prior to
Operation Permit issuance.
I. For sites required to be evaluated by a Licensed Soil Scientist or Professional Geologist (see
Section V and IX.C), the health department may specify as a condition on the Improvement
Permit and Authorization to Construct that a Licensed Soil Scientist or Professional Geologist
oversee critical phases of the drainfield installation and certify in writing that the installation was
in accordance with their specified site/installation requirements prior to the Operation Permit
issuance.
J. The ORC authorized in writing by E-Z Treat Company shall be present during the final
inspection of the system prior to the issuance of the operation permit. The ORC shall be certified
as a NC Subsurface Operator and authorized in writing by E-Z Treat Company.
K. The LHD issues the Operation Permit after the following:
1. Field verification of installation completion;
2. Receipt of written documentation from the designer authorized in writing by E-Z Treat
Company or the engineer, as applicable, that the system has been designed, installed, and is
operating in accordance with the approved plans; and
3. All necessary legal documents have been completed, including the contract between the
system owner and the ORC authorized in writing by E-Z Treat Company.
K. On an annual basis, E-Z Treat Company shall provide a report to the On -Site Water Protection
Branch including the number and location of new system installations during the previous year,
and effluent data and operator reports for each operational E-Z Treat Pretreatment system
installed in North Carolina under this Innovative Approval. Effluent data should be compiled and
submitted electronically. If available, a web -based system for data posting of laboratory results
should be utilized. These reports shall provide information to the Department based upon the
monitoring data and observations made from the Innovative systems installed pursuant to this
Approval. This should include an assessment of system performance in relation to the established
treatment performance standards; an assessment of physical and chemical properties of the
materials used to construct the system, in terms of strength, durability, and chemical resistance to
loads and conditions experienced, recommended areas of applicability for the system; and any
conditions and limitations related to the use of the system. The report shall also include an
updated list of authorized designers, installers, and ORCs.
X. Repair of Systems

10
IWWS-2015-03-R2
January 6, 2017
Page 10 of 10
The provisions of 15A NCAC 18A .1961(1) shall govern the use of the E-Z Treat Pretreatment
System for repairs to existing malfunctioning wastewater systems.
Approved By: Date:

m
E-Z Treat Installation Guidelines
E-Z Treat Company or its representative will conduct on -site training with each installer before
they are certified to install E-Z Treat systems. The training will include instruction on proper site
prep, locating Pod/Unit, equipment handling, excavation, pod placement, piping, wiring and start
up of the E-Z Treat system. Annual classroom training will be a requirement for contractors to
maintain their certification. As a condition of E-Z Treat certification, contractors must have
proper state and local licenses and insurances. E-Z Treat distributors will only sell or authorize
installations by E-Z Treat certified contractors.
The E-Z Treatment pod will ship pre -assembled, requiring only field piping of the Pod/Unit
supply line and discharge line, installing the re -circulation pump, four inch float by-pass valve
and the re -circulation control. When installing the E-Z Treat system the order of components
installation is not critical and each segment can be installed independently.
Pre Construction Meeting:
A pre construction meeting is recommended before any construction commences. This meeting
is an opportunity for the owner, builder, engineer/designer, local regulatory agencies, service
provider and installer to clarify property lines, building location, system location, power sources,
drainage areas, final site grading and answer general questions.
Off Loading Treatment System:
The E-Z Treat re -circulation filter Pod/Unit is injection molded polyethylene weighing about 300
lb. Because of the relative light weight and toughness of the material special handling is not
necessary, two men can easily unload the Pod/Unit. If machinery is use to off load the Pod or
transport to the excavated hole nylon straps, chains or cables used to lift the Pod should be in
good condition and rated for at least 1000 lb. The re -circulation pump and control will be
shipped in factory sealed cardboard box, these items are not fragile but should be handled with
reasonable care not dropped or thrown.
The standard E-Z Treat Model #600 Package Includes:
1. Treatment Unit Pod
2. STEP- 20 '/2 Hp Re -Circulation Pump
3. Float By -Pass Valve/ Splitter Box
4. Re -Circulation Pump Control
5. Septic Tank Effluent Filter (Supplied by Others)
on

12
1. The E-Z Treat Pod
■
49.00 87.50
I �
3.25 +
42.75
LL q
7
MODEL - 600
SIZE DWG. NO. REV
A E-7 TREAT MODEL 6M
ASSEMBLY
SCALE. 1:24 WEIGHT- SHEET 1 OF 1

13
2.STEP-20 Re -Circulation Pump
Shen - Stainless steel
asdharge -
10, 2 0 and 30 GPM models:
-h berglass-reinforced therrnoplastic;
50 GPM models: stainles s steel
"sdharc3e Baring - Hylart ron •
IrrWx=1lera- Delrin•
aiffus.ers- Polycarbonate
Suction Caps- PblycarbonatewFth
stainless steel wear ring
Thrust Pawls - Proprietary spec.
Shaft and cnnapling -Stainless steel
300 grade
IntaWe - F berglass-reinforced
thermoplastic
Inta{„e Scre-an - Pohjpropylene
Jackeked Cord - 300 Vblt 'SCCW'
jacketed IV leads (2-.rrire with
ground; optional 2V. 30'. SO' and
100' lengths available
Cie Irini is a rrtered tradeiYYark ail'
E.I. GuPant de Narlhaum and Co.
N y�latrani is a n5gistered traderrt5rk
of'L-= :r Carp. STEP. Plus+ is a
rcgi5te: red traderlf5a rk of Pentair Wa6cr
In orderto- prow ids the best produc3F
possible, specifications are subject to -
charge.
04
n
CAPAOITY GALLONS PERWINUTE

14
2. E-Z Treat Float Ball By -Pass Valve
in
""F SECTION A -A
HFIPSOIHERRIBE3KMC _
DYAEHMNS APE IN INCHES
CRAAT4
iOLERAHC13
FRRCIIGNALt
CHEC CEC
ANGNIAR: WCHt 31�2
i
M,APPQ
THRE PI LRCEHEC
THREE CE CECMAL
MFG APPR.
_
GA
MMMENR
HW=Y wmm xNSH
APPIiL MHIN xr.i a OR,AW
m
PwAE care
TITLE:
BY-PASS VALVE
SI2E DWG. NO.
A
SCALE: 1-8 WEIGHT: SHEEP 1 Or 1

3. E-Z Treat Re -Circulation Pump Control Mod# EZ SR-12
Line Voltage Power (115 v or 230v)
Terminals CBI — CB2 — Netrual — Ground
Re -Circulation Pump Power Source Terminals Tl & T2
10

16
Re -Circulation Pump Control: Mod.# EZ SR-12
E-Z TREAT"
H P1
N P2
�i -I
as Im I[G4�
iL2
y
e MOTOR RATING C
�leJ • 115V�1PHI 1/2hp/1.A mox 1T1
lumpPa 230V/1PH/%p/ISA rnox T2
P
P
00,81
° T81
t 2 3 4
� GNU
HIGH LEVEL
***OFF/TIMER ENABLE
SEE NOTES 3 & 4
*",REDUNDANT OFF
LOW LEVEL ALARM
3-4" TETHER
115VJiPH/ 1 J2ho/16A mom
11
C014TROL/ALARM
115V/iPH/6OHz
10AMP MIN. PROTECTION
PUMP
115 or 230V
} 1PH/6OHZ
20AMP MIN. PROTECTION
a
� 6 rcr
i e
I
0 12 `
aarr
EXAMPLE: TIMER 5FCWN SET FOR 10 min.
RUN TIME EvERY 2hrs.
TO SET THE TIMER, uSE A SCREWDRIVER TO
CHANGE TIMER INCREMENTS (hr%fnTn,aec) UNTIL
THE DESIRED INCREMENT IS DISPLAYED IN WIDOW
ABQVE THE 'ON' dt "OFF" ADYJSiMENT SCREWS.
THE DIAL RANGE CAN HE AQ,IUSTED FROM THE
LOWEST 0-1.2] TO THE YIWE:iT [0-30) RANGE
PY AD TNG THE LOWER LEFT A JUSTMENT
SCkcW. SELECT AS SMALL A RANGE AS POSSIBLE
THAT WJLL ALLOW 'ON' AND "OFF" TIMES TO BE
CONTAINED WITHIN IT. USE THE LARGE DIAIt. (green
pointer) TO SET THE 'OFF" TIME, AND THE SMALL
DIAL (red pointer) TO SET THE 'ON" TIME. THE
GREEN INOICATOR WILL LIGHT CURING THE -OFF'
PERIOD. THE RED INDICATOR VALL LIGHT DURING
TnROUF SETTINGS:
TERMINALS
LIRE SIZE:
TORQUE:
P1, 1L1, 1L2
4-14owg
45 in—Ibs
WTI, 1T2
10--18aw
22 in—Ibs
P2
8-22awg
18-20 h—Ibs
T51 1--4
10-22awg
7-8 in—Ibs
C30JIT CARD
ALL TERMINALS
10--22awg
7--8 in Ibs
SIMPLEX DE M D 0031!

17
Excavating and Installing the Pod/Unit:
The first consideration when installing the E-Z Treat Pod/Unit is to assure the Pod is not located
in a drainage area and the Pod is located above the seasonal high water table, this will protect the
Pod from floating and prevent surface water infiltration.
Excavate a hole approximately 6' x 9' x 4'. Place 4" of #57 stone or equal in the bottom of the
excavation forming a level base for the Pod to set, this will prevent settling of the Pod and allow
for leveling of the Pod. Backfill the Pod with clean fill dirt, free of rocks and foreign material.
Do not compact the fill, allow the soil to settle naturally. Once the Pod is placed in the
excavation adjust the Pod to slope 1 inch toward the 4" PVC outlet this assure proper drainage.
E-Z Treat # 600 Pod W
--------------------------
4" Outlet
Piping the E-Z Treat Pod/Unit Supply and Return:
Once the Pod is placed and Leveled connect 4" PVC pipe between the outlet of the Pod and the
By -Pass valve located in the recirculation tank. Attach F PVC supply line between the F inlet
on the Pod and the recirculation pump.
Installing the By -Pass Valve:
The By -Pass Valve is located in the recirculation tank and one side is connected to the 4" PVC
drain line coming from the Pod and the other side is connected to the 4" PVC effluent discharge
line or into the effluent pump tank.
Float Ball
12
Weir

18
Installing the Re -Circulation Pump:
Connect the 1" PVC pipe between the Inlet of the Pod and the Re -Circulation pump. Always
provide a quick disconnect device for removing the pump, this can be accomplished with a
Union, Can -Lock or Pittless adapter. DO NOT install a Check Valve in the pump supply line this
will prevent the supply line to the Pod spray manifold from draining and may cause freezing. To
insure complete drainage of the spray manifold drill an 1/8 inch hole in the PVC pump supply
pipe just above the discharge end of the pump.
1/8" Hole
Setting Pump Control Floats: (SEE Page 4)
The control panel will come with 3 liquid level floats.
1.Low Level Alarm Float protects the pump from Run Dry damage by turning off the pump and
sound an Audio Visual Alarm. Set float to activate if the effluent level drops to 4" above the
pump intake.
2. Timer Enable Float activates the pump run time and assures the pump only runs when there is
sufficient effluent in the re -circulation tank. Set float to activate when effluent level in the
recirculation tank is filled to 50%.
3.High Water Alarm Float will sound an Audio Visual Alarm when the effluent in the re-
circulation tank is too high. Set float to activate when the effluent level in the in the recirculation
tank is level with the top of the By -Pass Valve.
13

19
Float SettinLs:
Re -Circulation Tank
High Level Float
60%
Liquid
Level Wide
Angle Float
LJI
Low Level
Alarm
Float 4"
Above
Pump Inlet
14

20
E-Z TREAT Synthetic Media Filter
Installation Manual
E-Z Treat Company or its representative will conduct on -site training with each installer before they are
certified to install E-Z Treat systems. The training will include instruction on proper site prep, locating
Pod/Unit, equipment handling, excavation, pod placement, piping, wiring and startup of the E-Z Treat
system. Annual classroom training will be a requirement for contractors to maintain their certification. As
a condition of E-Z Treat certification, contractors must have proper state and local licenses and insurances.
E-Z Treat distributors will only sell or authorize installations by E-Z Treat certified contractors.
The E-Z Treatment pod will ship pre -assembled, requiring only field piping of the Pod/Unit supply line and
discharge line, installing the recirculation pump, four inch float by-pass valve and the recirculation control.
When installing the E-Z Treat system the order of components installation is not critical and each segment
can be installed independently.
Pre -Construction Meeting:
A pre -construction meeting is recommended before any construction commences. This meeting is an
opportunity for the owner, builder, engineer/designer, local regulatory agencies, service provider and
installer to clarify property lines, building location, system location, power sources, drainage areas, final
site grading and answer general questions.
Off Loading Treatment System:
Because of the relative light weight and toughness of the pod/unit material, special handling is not
necessary and could be offloaded without machinery with proper lifting techniques and adequate
personnel. If machinery is used to offload the Pod and/or transport it to the excavated hole then nylon
straps, chains or cables used to lift the Pod should be in good condition and rated for at least 1000 lb. The
recirculation pump and controls will be shipped in a factory sealed cardboard box, these items are not
fragile but should be handled with reasonable care not dropped or thrown. NOTE: Due to transportation
company's packaging requirements the units could weigh up to 50 lbs. more than just the weight of the
unit.
The standard E-Z Treat Model #600 Package Includes:
1. Treatment Unit Pod
2. STEP- 20 % Hp Recirculation Pump
3. Float By -Pass Valve/ Splitter Box
4. Recirculation Pump Control
The standard E-Z Treat Model #1200 Package Includes:
1. Treatment Unit Pod
2. STEP- 30 % Hp Recirculation Pump
3. Float By -Pass Valve/ Splitter Box
4. Recirculation Pump Control
*IMPORTANT — While not supplied, an effluent filter capable of screening out 1/16" solids is required
on the outlet of the septic/settling tank.

21
E-Z TREAT Synthetic Media Filter
Installation Manual
Excavating and Installing the Pod/Unit:
The first consideration when installing the E-Z Treat Pod/Unit is to assure the Pod is not located in a
drainage area and the Pod is located above the seasonal high water table, this will protect the Pod from
floating and prevent surface water infiltration. It is always preferred to be above the seasonal high water
table and burying the unit by bringing soil in to mound around the unit. If an installation would require
setting the unit in a seasonal water table, stabilization must be provided — consult the Manufacturer for
guidance.
Excavate a hole approximately 6' x 9' x 4'. Place 4" of #57 stone or equal in the bottom of the excavation
forming a firm base for the Pod to set, this will prevent settling of the Pod and allow for leveling of the
Pod. Backfill the Pod with clean fill dirt, free of rocks and foreign material. Do not compact the fill, allow
the soil to settle naturally. Once the Pod is placed in the excavation adjust the Pod to slope 1 inch toward
the 4" PVC outlet this assure proper drainage.
E-Z Treat # 600 Pod +
4" Oudet
Piping the E-Z Treat Pod/Unit Supply and Return:
Once the Pod is in place connect 4" PVC pipe between the outlet of the Pod and the By -Pass valve located
in the recirculation tank. Attach 1" PVC supply line between the 1" inlet on the Pod and the recirculation
pump.
Installing the By -Pass Valve:
The By -Pass Valve is located in the recirculation tank and the side without the weir is connected to the 4"
PVC drain line coming from the Pod and the side with the weir is connected to the 4" PVC effluent
discharge line or into the effluent pump tank.
2

22
E-Z TREAT Synthetic Media Filter
Installation Manual
weir
Float Ball
Installing the Recirculation Pump:
Connect the 1" PVC pipe between the Inlet of the Pod and the Recirculation pump. Always provide a
quick disconnect device for removing the pump, this can be accomplished with a Union, Can -Lock or
Pittless adapter. DO NOT install a Check Valve in the pump supply line this will prevent the supply line to
the Pod spray manifold from draining and may cause freezing. To insure complete drainage of the spray
manifold drill an 1/8 inch hole in the PVC pump supply pipe just above the discharge end of the pump.
1/6" Hale
Setting Pump Control Floats:
The control panel will come with 3 liquid level floats.
1. Low Level Alarm Float protects the pump from Run Dry damage by turning off the pump and sounding
an Audio Visual Alarm. Set float to activate if the effluent level drops to 4" above the pump intake.
2. Timer Enable Float activates the pump run time and assures the pump only runs when there is sufficient
effluent in the recirculation tank. Set float to activate when effluent level in the recirculation tank is filled
to 50%.

23
E-Z TREAT Synthetic Media Filter
Installation Manual
3. High Water Alarm Float will sound an Audio Visual Alarm when the effluent in the recirculation tank is
too high. Set float to activate when the effluent level in the in the recirculation tank is level with the top
of the By -Pass Valve.
Float Settings:
Low Level
Alarm
Flat 4"
Above
Armp hm
Re -Circulation Tank
j High Level Float
lfJll A ,
60%
Liquid
Level W de
Angle Float
El

E-Z Treat UV Model #1000
http://www.eztreat.net/products/Uvmodel I OOO.htlill
24
E-Z Treat UV Model #1000
E-Z UV Disinfection
Dual Lamps Provide Back Up Protection
• One Lamp Disinfects, When It Burns Out The Unit Automatically Switches To The Back Up Lamp and
Sending an Alarm Allowing Time for Lamp Replacement Without Uninterrupted Disinfection
• Flow Rates to fit Your Needs from 10 GPM to 100 GPM
• Gravity Flow
• Easy to Maintain
• Easy to Install
Ultraviolet Disinfector with 100% Backup Capability
1 of 3 2/5/2021, 11:58 AM

E-Z Treat UV Model #1000
http://www.eztreat.net/products/UvmodellOOO.htlill
25
- I f AV IO L t f D I I f FLU U? WRING HARNESS ATfAcFwe#r
WITH 1" BAC KUP CAPABILTY TO LUMPS —
—CONTROL PANEL _ F
QFL:PA1QL, 'W%&kC-.P AMP POWER$UPWHEN
00 POWU LS DETECTE6 in DROAARY LAkF EADAY MICHM)
DWAD45kDM 12 S w x 1 T 57� x C 13
120 VOLT
NCUM DUAL LIMP VWNG HARNESS
UA$I1:R POWK [ OFi1ECT 00rHm
- PAAR 5FI/i14 6EMrY6uKIED WD11"6-OFgN CASING
-C�43f 3HViLYERLEPWrIHWAT�"QWTOPOWEMGUPLAMPi
- bUL8 LEE EWICTANCT 14.(M HOURS = 1 TEARM
GO HOTtoocATLA 'eRE f MDM UP'
-Gi1.� M.+++I&U0*CE DdCONNgt1 POWCkF RE +E AHG SfPEL,+MPS 5EMANNVALY
Ur CCNDUrf TO CASING
i — I
30 �M�
39 TSS
< 30 TURNIMY
��.7a,� a ID�*PM1
6] 9LT T+1R GC+RA`++'
— • lNLET/aunE-r I I
TOP FROFUE
12 "C:ASW, WIDTH
V INVERSION
PLATE
PROFILE
3r
CASNG
HE1GHf
ima s__u__1
E-Z U 1000
TBC*4 CAL DATA 9EET1
9F*P DR. VANG
a'• X¢7S�aTT¢
meat
DWG. rf:
�� IllyaLpi.�Crt�PE�R1'
As shown below, installation of the E-Z Treat UV Disinfection System, housed in plastic risers, allows the installer
to adjust the burial depth, by adding riser sections, to suite site conditions.
Control
with
Alarm
Oisconnec
UMon
Rubber
Grommet
riser Cast
nto 4 inch
Concrete
Slab
2 of 3 2/5/2021, 11:58 AM

E-Z Treat UV Model #1000
Typical Installation Using Pre -cast Concrete Vault
http://www.eztreat.net/products/Uvmodel 1000.html
26
Installation of the E-Z Treat UV System, housed a Concrete Vault as depicted below.
Cnntra�
%M
Alai
pl=rlrMed
unity
pre55
SENO
ort
K
3 of 3 2/5/2021, 11:58 AM

27
Specifications for Germicidal Bulbs used in E-Z Set UV System
Ultraviolet light is part of the light spectrum, which is classified into three wavelength ranges:
- UV-C, from 100 nanometers (nm) to 280 nm
- UV -Li, from 280 nm to 315 nm
- UV -A, from 315 nm to 400 nm
Cosmic Gamma Radio
Rays Rays X-Rays ti[Mk 1Waves
Ultraviolat
100 200 300 400 51?4 ;nm}
Gormrcrtlat W*vOf4rtp;S
X-Rays Short-Vdave Middle•wave Long -Wawa Visiblt
UV fl -Cl UV {tiv-ej UV (UV.A) Llgfit
11D0-2S0 ni_ 290,315 rli 3154M to
What is germicidal ultraviolet?
UV-C light is germicidal - i.e., it deactivates the DNA of bacteria, viruses and other pathogens and thus destroys their
ability to multiply and cause disease. Specifically, UV-C light causes damage to the nucleic acid of microorganisms by
forming covalent bonds between certain adjacent bases in the DNA. The formation of such bonds prevent the DNA from
being unzipped for replication, and the organism is unable to reproduce. In fact, when the organism tries to replicate, it
dies.
What is germicidal ultraviolet?
UV-C light is germicidal - i.e., it deactivates the DNA of bacteria, viruses and other pathogens and thus destroys their
ability to multiply and cause disease. Specifically, UV-C light causes damage to the nucleic acid of microorganisms by
forming covalent bonds between certain adjacent bases in the DNA. The formation of such bonds prevent the DNA from
being unzipped for replication, and the organism is unable to reproduce. In fact, when the organism tries to replicate, it
dies.
%Adenine
�ft
(3u$nine
G ThymineI@ llosi
How do ultraviolet purifiers work?
Atlantic Ultraviolet Corporation's purifier units contain one or more germicidal ultraviolet lamps. The Ster-L-Ray—
germicidal lamp produced by Atlantic Ultraviolet Corporation is a short wave low pressure mercury vapor tubes that
produces ultraviolet wavelengths that are lethal to micro-organisms. Approximately 95% of the ultraviolet energy emitted
is at the mercury resonance line of 254 nanometers. This wavelength is in the region of maximum germicidal effectiveness
and is highly lethal to virus, bacteria and mold spores. Therefore, the water or air that passes through the chamber is
exposed to the germicidal uv light and the genetic material of the micro-organism is deactivated, which prevents them
from reproducing and renders them harmless.
VisiKc-tight *TP"4
PhQSPhQF 1a1Y65 QW*rt!
Cry'tsl. IN"Tw44
Kn9"
U'r) 0 qy� iaCaM.
051worits"M Lamp Low Prerisum Lamp

28
E-Z Treat UV Installation Guide
The E-Z Set UV system is shipped as three components, the UV housing, the UV Lamps
and the UV Lamp control panel.
1. The inlet and outlet on the Dual Bulb UV housing are reversible, allowing flow in
either direction. The inlet on the single Bulb UV is the 4" hub and the outlet is the 2"
hub. The inlet/outlet of the housing will accept any Schedule 40 or Schedule 80 PVC pipe
or locally approved water tight pipe connection. The housing must be installed so the UV
Lamps are in the vertical position.
2. UV Lamp control panel can be installed indoors or outdoors, the panel should be
secured in a manner that is consistent with local regulations. The UV Lamp control
requires a dictated 120 Volt power source that complies with local codes.
3. The UV Lamps should be wiped clean in accordance with the cleaning instructions and
inspected for cracks or chips prior to installing the Lamps into the UV housing.
4. Once the inlet and outlet connections to the UV housing are complete, insert the UV
Lamp assemblies into the UV housing. Take Caution UV Lamp housing connections
should be tightened hand tight, Do Not use wrenches, pliers or other tools to tighten.
6. Fill UV housing with water/effluent before applying power to the UV Lamps.
7. Turn On Power to the UV System.
01

29
E-Z Treat UV
Cleaning Your UV Light System
Caution: Do Not Run UV Lamps Dry, Fill UV Housing With Water/Effluent
Before Turning On Power.
It is recommended the quartz tubes, housing the UV Lamps, be cleaned at least
every 12 months.
Caution: Always turn off the power to the UV system before any maintenance is
performed. Use extreme care when handling the fragile UV lamp assembly.
Step One: Turn Off power to the UV System!
Step Two: Unscrew the fitting holding the UV Lamp and Quartz Sleeve.
Step Three: Lift the UV Lamp assembly upward until it is clear of the UV
System housing.
Step Four: Using a clean, damp sponge or clean soft cloth, wipe all residue from
the quartz tube. Clean stubborn dirty areas with a liquid glass cleaning product.
Caution: Do Not Scrape or Use Scouring Pads, this may scratch the quartz tube
and alter the performance of the UV system.
Step Five: Visually inspect each quartz tube for cracks or breaks; replace the UV
Lamp assemblies if they are cracked, scratched or broken.
Step Six: Re -Insert the UV Lamp assembly into the UV housing and tighten the
fitting that holds the UV Lamp and Quartz Sleeve. Use Caution (Finger Tight
Only) Do Not use pliers, wrenches, etc. to perform this maintenance.
Step Seven: Turn On Power to the UV System.
39

NETAFIMTM
WASTEWATER DIVISION
BIOLINE8
DRIPLINE
CROSS SECTION
OF BIOLINE
DRIPLINE
Bioline dripper inletsy�y�
are positioned in the
center of flow where "
water is the cleanest ;
PRODUCT ADVANTAGES
• Pressure compensation - all drippers deliver equal flow, even on
sloped or rolling terrain.
• Unique flow path - Turbonet technology provides more control of
water and a high resistance to clogging.
• Continuous self -flushing dripper design - flushes debris, as it is
detected - throughout operation, notjust at the beginning or end of a
cycle. Ensures uninterrupted dripper operation.
• Single hole dripper outlet from tubing:
Better protection against root intrusion
Allows the dripline to be used in subsurface applications without
need for chemical protection
• Drippers capture water flow from the center of the tubing - ensures
that only the cleanest flow enters the dripper.
• Built-in physical root barrier - drippers are protected from root
intrusion without the need for chemical protection. Water exits dripper
in one location while exiting the tubing in another.
• Three dripper flow rates - provides the broadest range of flow rates
available. Allows the designer to match the dripline to any soil or slope
condition.
• Bioline tubing is completely wrapped in purple - easily identifying it for
non -potable use, regardless of how the tubing is installed.
• Anti -bacterial -impregnated drippers - prevents buildup of microbial
slime.
• Can be used subsurface - Bioline can be installed on -surface, under
cover or subsurface.
• No special storage requirements - does not degrade if stored
outdoors.
• Techfilter compatible - an optional level of protection, provides a
limited lifetime warranty against root intrusion.
APPLICATIONS
• Typically installed following a treatment
process
• Can be used with domestic septic tank
effluent with proper design, filtration and
operation
• Reuse applications including municipally
treated effluent designated for irrigation and
other disinfected and non -disinfected water
sources.
SPECIFICATIONS
• Dripper flow rates: 0.4, 0.6 or 0.9 GPH
• Dripper spacings: 12", 18" or 24" dripper
spacings and blank tubing
• Pressure compensation range: 7 to 58 psi
(stainless steel clamps recommended above
50 psi)
• Maximum recommended system pressure:
50 psi
• Tubing diameter: 0.66" OD, 0.56" ID
• Tubing color: Purple color indicates non -
potable
• Coil lengths: 500' or 1,000' (Blank tubing in
250')
• Recommended filtration: 120 mesh
• Bending radius: 7"
• UV resistant
• Tubing material: Linear low -density
polyethylene
Additional spacing and pipe sizes available
by special order. Please contact Netafim USA
Customer Service for details.

31
BIOLINE DRIPLINE
ADDITIONAL FLOW OF 2.3 GPM REQUIRED PER LATERAL TO ACHIEVE 3fps
DRIPPER
FLOW RATE DPH)l
0.4 GPH 0.6 GPH 0.9 GPH
OA GPH 0.6 GPH !IEH
15
102 94 . 4
136 127 113
161 151
137
25
151 136 118
203 194 161
245 223
197
i
35
193 171 146.
260 232 200
315 283
245
40
211 I 186 158.
286 254 218
347 311
267
45
228 200 169
310 274 233
377 335
287
Flow per 100'(GPM/GPH)
0.67/40 L0zfs1 1.53Is2
o..26- o-41 1-1
o.34po oslrsl
on/46
Lateral lengths are based on
flows allowing for a 3 fps flushing/scouring velocity
AD D ITI 0 NAL FLOW 0F2.0 GPM REQUIRED PER LATERAL TO ACHIEVE 2.5 fps
DRIPPER FLOW RATE (GPM) I 0.4 GPHI 0.6 GPHI 0.9 GPHI 0A GPHI 0.6 GPHI 0.9 GPHI OA GPHI 0.6 GPHI 0.9 GPHI
15
128
115 100
172 155 136
205
187
165
H
25
1-
161 137
248 -0 188
301
268
231
d
35
228
198 166
310 272
379
333
t+
40
248
214 178
338 295 247
413
362
305
z
45
266
229 190
364 316 263
447
389
327
Flow per 100'(GPM / GPH) I 0�0 i.0110 1 1-2 1 0.44 67 0-44 1 1.Wfl 1 0-2o 1 . s is I on/4s
Lateral lengths are based on flows allowing for a 2.5 fps flushing/scouring velocity
ADDITIONAL FLOW OF 1.6 GPM REQUIRED PER LATERAL TO ACHIEVE 2.0 fps
ADDITIONAL FLOW OF 1.2 GPM REQUIRED PER LATERAL TO ACHIEVE 1.5 fps
DRIPPER FLOW RATE DPH)l OAGPH O.6GPH 0.9GPH
15 201 171 140 275 235 194
�y 25 266 222 179 366 308 251
35 316 262 210 437 365 I 295
40 - 280 223 469 391 313
45 358 296 235 497 413 331
Flow per 100'(GPM/GPH) osalao 1u� 1s0/52 14a[zss7 ose/a1 iaz7si
Lateral lengths are based on flows allowing for a 1.5fps flushing/scouring velocity
ADDITIONAL FLOW OF0.8 GPM REQUIRED PER LATERAL TO ACHIEVE 1.0 fps
DRIPPER FLOW RATE(GPH) 0.4GPH O.6GPH 0.9GPH 0.4 GPH O.6GPH 0.9GPH
15 248 205 163 285 228
y 25 315 258 203. 361 286
i 35 367 299 234 513 419 331
r++ 40 389 316 248 -5 -5 350
z 45 409 332 260 574 468 367
Flawper100'(GPM/GPH) o.s1/aouwj 1.53192 0.4aws7 o.6B/41 La2Jat
Lateral lengths are based on flows allowing for a 1 fps flushing/scouring velocity
r i 1
ADDITIONAL FLOW OF 0.4 GPM REQUIRED PER LATERAL TO ACHIEVE 0.5 fps
OA GPH 0.6 GPH 0.9 GPH
_337 I 289 241
453 383 313
543 455 369
583 487 393
619 517 41 5j
0.340 0.51/31 0.]]l45
0.4 GPH 0.6 GPN 0.9 GPH
427 355 285
549 453 359
643 527 417
683 559 441
721 589
0:34/20 e51/31 --
DRIPPER FLOW RATE(GPH)I 0.4GPH 0.6GPH 0.9GPH 0.4GPH 0.6GPH 0.9GPH 04" 0.6GPH 0.9GPH DRIPPER FLOW RATE(GPH) 0.4GPH O.6GPH 0.9 GPH 0.4GPH O.6GPH 0.9GPH 0.4GPH O.6GPH 0.9GPH
15 161 141 119 217 191 1 164 263 233 201 15 301 242 I� 422 341 265 1 531 1 429 335 1
a=i 25 221 190 t57 _302 _I 261 218 369 1 321 270 vti=i 25 369 296 520 418 655 527
i 3� 269 229 187 370 316 260 455 391 324 i 35 _421 �� 260 595 476 368 749 467
40� 290 246 200: 399 340 278 493 421 347 40 _443 354 273 626 501 387 790 635 � 491
�. 45 J 310 261 212 427 362 527 449 369 45 _464 .l 371 285. _ 656 524 404. 829 665 513
Flow per 100'(GPM/GPH) a.sRas tozlst 1.53/e2 1 o.ayt2ssl o.sslal j tsa/a1 un- o.st/31 I on/as Flow per 100'IGPM/GPHI 1 o67/40 � 1u2/61 1.-2 o4alzs s�� ose/at 1.o2/s1. o3a/3o u:5t/3t o.n/as
Lateral lengths are based on flows allowing for a 2fps flushing/scouring velocity
Lateral lengths are based on flows allowing for a 0.5 fps flushing/scouring velocity
Netafim recommends flushing velocities capable of breaking free any accumulated bioslimes and debris in the piping network.
Notes: 1. Referto local regulations for information on flushing velocities that may be written into codes.
2. Netafim does not endorse a specific flushing velocity.
3. Flushing velocities should be determined based on regulations, quality of effluent, and type of flushing control.
4. Using a flushing velocity less than 1 fps does not provide turbulentflow as defined by Reynolds Number.
5. Higherflushing velocities provide more aggressive flushing.

32
EXPLODED VIEW OF BIOLINE DRIPPER
Bottom View Top View
Large inlet filtration area
(bottom of dripper) Dripper Outlet
(top of dripper)
Physical barrier separates where
water leaves the dripper from
Chemical -resistant where it leaves the tubing.
molded silicon -p
diaphragm
Dripper's Top View
Top of dripper (turned over)
TurboNet wide
flow path
j- 0
.0 000
I
a 0.7
ua 0.6
a 0.5
0.4
0.3
0.2
0.1
0
DRIPPER FLOW RATE VS. PRESSURE
10 20 30 40 50 58
PRESSURE (psi)
Between 0 and 7 psi, the dripper functions as a
turbulent flow emitter, ensuring thatthe nominal
design flow is not exceeded at system start-up.
SPECIFYING INFORMATION
SAMPLE MODEL NUMBER
Bioline
Dripline=08WRAM
DRIPPER DRIPPER COIL
FLOW RATE SPACING LENGTH
0.4 GPH = .4 12" = 12 500' = V500
0.6GPH =.6 18"=18 1,000'=V
0.9 GPH = 1 24" = 24
BLANK Tubing Model Number: 250'= 08WRAM-250
BIOLINE DRIPPER OPERATION
Bioline° drippers are pressure compensating - delivering
the water uniformly into the soil for further treatment or for
reuse by the landscape. These unique drippers allow the
tubing to be installed on flattopography or steep slopes.
Bioline drippers are protected against microbial slime.
Each dripper is impregnated with an antimicrobial agent to
resist biological build-up.
Netafim drippers are continuously self-cleaning during
operation, notjust atthe beginning and end of a cycle. The
result is dependable, clog -free operation, year after year.
DRIPPER 0.4 GPH DRIPPER
SPACING GPH I GPM
12" 40.0 0.67
18" 26.7 0.44
24" 20.0 0.34
0.6 GPH DRIPPER
0.9 GPH DRIPPER
GPH I
GPM I
GPH I
GPM
61.0
1.02
92.0
1.53
41.0
0.68
61.0
1.02
31.0
0.51
46.0
0.77
FLOW DRIPPER COIL MODEL
RATE SPACING LENGTH UMBER
0.4 GPH 12" 15000 08WRAM.4-12V500
0.4 GPH 18" 1500, 08WRAMA-18V500
0.4 GPH 24" 1500, 08WRAM.4-24V500
0.6 GPH 12" 1 00' 08WRAM.6-12V500
0.6 GPH 18" 1 00' 08WRAM.6-18V500
0.6 GPH 24" 1 000 08WRAM.6-24V500
0.9 GPH 12" 1500' 08WRAM1-12V500
0.9GPH 18" 1500'' 08WRAM1-18V500
0.9 GPH 24" 1 000 08WRAM1-24V500
Blank Tubing 17mm I 250' 08WRAM-250

33
BIOLINE FITTINGS
FITTING APPLICATIONS
• Fits Bioline Dripline
FITTING SPECIFICATIONS
• Barbed fittings for a secure fit
• Easy installation without glue or tools
• Maximum recommended system pressure without clamps: 50 psi
• Allows for easy on -site inspection of proper fitting installation
ir +
TLCOUP TLELL TLTEE TLCROS
Insert Coupling Insert Elbow Insert Tee Insert Cross
TLO50MA TL075MA TL075FTEE TL2W075MA
t/2" Male Adapter 3/a" Male Adapter Combination Tee 2-Way Insert
Ins x Ins x 3/4" FPT 3/4" MPT x Insert
TLIAPVC-B TDBIT16.5
TLIAPE-B Insert Adapter with Grommet Drill Bit for TLIAPVC
Insert Adapter for 1" or 1%2" or larger PVC Pipe Fitting (16.5mm or 21/32")
Larger PE (Requires 11mm
or 7/16" drill or punch)
FITTING DEFINITIONS
woo FPT = Female Pipe Thread
MPT = Male Pipe Thread
TLFIG8 TLS6 Ins x Ins = Insert by Insert
Figure 8 Line End 6" Soil Staple
r
TLSOV TLCV
Shut -Off Valve Inline Check Valve
Ins x Ins Flow Range: 0.9 to 4.4 GPM
• Opening Pressure: 10.2 psi
• Closing Pressure: 5.8 psi
(13.4 Feet Column of Water)
e NE TA FIM TM
NETAFIM USA
5470 E. Home Ave.
Fresno, CA 93727
CS 888 638 2346
www.netafimusa.com
W064 11/15

RESIDENTIAL
PERC-RITE
PATENT NO. 5,200,065 PATENT NO. 5,984,574
PATENT NO. 5,261,452B1
Disperse Economically, Effectively, Permanently
Innovative Technology
for the Environmental Age
American Manufacturing Company, Inc. 1-800-345-3132
P.O. Box 97 • Elkwood, Virginia 22718-0097
www.americanonsite.com

The system control panel is equipped with four float switches and controls the timed doses to bE
discharged. The water level must be high enough to overcome the "Redundant Off" (Bottom) float in
order for the pump to run. When the water level rises enough to overcome the "Dose Enable" (sec-
ond) float and the timer is in a dose enable mode the cycle will initiate. The pump will activate and
automatically backflush the disc filters then dose the lead zone. The pump will continue to run for
the length of time as set on the pump run timer to provide a complete dose. The system will remain
off until the preprogrammed time enters a new cycle enable mode, at which time the control will
activate another cycle and dose the new lead zone (as long as the "Dose Enable" float is still up).
This process will continue until the water level drops below the "Dose Enable" float and the pump
run timer has timed out. Each zone will automatically receive a field flush each 25 cycles to clean
the drip tubing.
The control system is equipped with a peak enable circuit to manage peak flows and excess water use
event. If the water level rises enough to overcome the "peak enable" (third) float and the peak enable
selector switch is on, the system will be cycled at the peak (design) rate. The system will continue
to cycle at an increased rate until the peak enable float is deactivated at which time the system will
resume the normal dosing cycle. In the event the water level continues to rise enough to overcome
the "High Level' (fourth) float, the audio/visual alarm will be activated. This condition alerts excess
water use in addition to possible mechanical failures.
For slopes over 10%,
systems must be de-
signed with top feed
manifolds to control
draindown after the
pump shuts off.
The construction of the "bioline" drip tubing is unique in that the inter-
nal diaphragm and labyrinth provided for an exact amount of effluent
to be discharged from each of its emitters which are normally spaced
at two foot intervals along the entire length. Each emitter maintains a
constant flow over pressure ranges of 7 to 70 psi. Because the effluent
is distributed at an ultra low rate, large quantities of effluent may be
economically distributed over large areas during controlled periods of
time without saturating the surrounding soil.
Return
0
0
0
0
Supply o
1.0
0.9
0.8
= 0.7
0.
�? 0.6
0.5
0.4
0 0.3
0.2
0.1
0
PRESSURE(P&)
Patent No. 5,984,574 Top FEED MANIFOLD DRIP TUBING

AIR & VACUUM RELEASE
The dual action air release valve vents air out of the piping network during filling and as important,
allows air out of the system after the pump shuts off. Air release valves are provided with the zone
return kit for each zone. 0
0
HYDRAULIC UNIT
Disc Filtration - The submersible pump delivers unfil-
tered effluent to the unit. The filter backflushing sched-
ule is triggered at the beginning of each dose cycle. One
filter valve closes, thus blocking the flow of unfiltered
effluent to that filter thereby backflushing the unused
filter. The accumulated impurities discharge back into
the pretreatment unit. The closing and opening proce-
dure of the filter and back flush valves causes a change
of flow within the unit to provide filtered water from one
filter to backflush the other.
OPERATION AND MAINTENANCE
The Perc - RiteO drip dispersal system provides a user
friendly operator interface with no programming skill nec-
essary to operate system. The only thing that varies is the
run time. Each mechanical component has a H-O-A switch
(Hand -Off -Auto) which can be used to check component
operation.
Dialers and remote monitoring are available at additional
cost. Data acquisition though a hand held computer device
can collect substantial operational data. Please check our
.,web site for more details.
1.
HYDRAULIC UNIT
AND
CONTROL INSTALLATION
M_ � _­___
AMMAN
SIMPLEX CONTROLS
Three or four float simplex or duplex controls pro-
vide duty rated contactors and efficient operator
interface.

American Manufacturing
Company, Inc. manufactures
many specialty Onsite
Wastewater Products including
the Bull Run TM Valve, Dial-A-
FIoWTM Distribution Boxes,
Accessories and Controls.
American also supplies as an
Original Equipment
Manufacturer (OEM) many
other products unique to the
Onsite industry.
American Manufacturing Company, Inc.
P.Q. Box 97
Elkwood, VA 22718-0097
1-800-345-3132
Distributed by:
AMERICAN
MANUFACTURING
Company, Inc.
11 www.americanonsite.com
featuring... Bull Run Valve m
Dial-A-F1owTM
Pere -Rite O drip equip.
Timer Controls
r
Tall free: 1-800-345-3132

38
Top Feed Manifold Systems for
"Perc 6 Rite ""�' Drip Systems
PREVENTS DRAIN DOWN BETWEEN LATERALS AFTER THE PUMP SHUTS OFF
AIR REIFASE
•'en.•— I h a t� 5 i PRESSURE
P 3 t DRIPPER TUBING
I
S'noly line depth- t ♦ t
Is below host line
a ty
112"PVC - 4f1f
RIGID f t a a t
Eieaate leaps 9
�L \
Install Insulation
For shallow syystems
In Freezl ng Cllfnate5
MAIN SUPPLY PIPE
BELOW FROST LINE
AIR RELEASE
VALVE
L 4 49
PRESSUREt
GRIPPER TUBING
# ✓: i I L
{ A t4
L� ki iiy
CHECK.
+4 41 4 h VALV
t t
FINISHED GRADE
lit° PVC
INSTALLATION DEPTH .L/ 3Vr
i FLEX
Air Releaw Valve
above highest drip
run In that zone,
Top Feed an sites
With discernible slope.
TOP FEED MANIFOLD SYSTEM OPERATION
Patent No. 5,984,574
The Top Feed Manifold (TFM) system is comprised of a set of
manifolds located at the highest point in the drip zone and provided
with air release valves to prevent drain down of upper laterals in the
zone to lower laterals in the zone, thus preventing saturation of the
lower laterals after the pump shuts off. The system provides for the
fastest possible pressurization of the zone and the most efficient
method of Drovidina drain down control.
Top feed supply manifolds can be used with supply lines fed by
zone valves located with the filtration equipment or zone valves
located at the same location as the (TFM). The emitters are
normally open and when at low pressure they will drain effluent
out of the pipe. The effluent will also flow downhill within a
lateral when the lateral is made up of several runs located on
contour but each being down slope from the previous run. The
(TFM) system is designed to make effluent go.
Instal Inwlation
for .all— systems
In freezing cllmata
See diagram above.
COMMON
RETURN PIPE
NECESSARY FOR
SITES WITH
DISCERNIBLE SLOPE
TOP FEED MANIFOLD SYSTEM
American Manufacturing Company, Inc.
P.O. Box 97, Culpeper, Va 22718-0097..... 1-800-345-3132 www.americanonsite.com

39
TOP FEED MANIFOLDS SPECIFICATION
The Top Feed Manifold (TFM) system shall
include a top feed supply manifold consisting
of an air release valve and the number of/z"
lateral supply connections equal to the number
of laterals in the zone, plus a top feed return
manifold consisting of an air release valve, a
check valve and the number of/2" lateral
return connections equal to the number of
laterals in the zone. The manifolds shall be
installed on sites with drip field slopes greater
than 10%. Manifolds shall be made with
pressure rated schedule 40 PVC and shall be
sized while considering the pump sizing for
the flushing velocity and head loss for the
zone.
GENERAL DRIP SYSTEM OPERATION
1" Supply
(7YP)
SU any
1/2" Supply
turn
P)
Return
1/2'° FeldVclnifold
Return
The PERC-RUE° system control panel is equipped with three or four float switches and controls the
timed doses to be discharged. The water level must be high enough to overcome the "Redundant Off'
(Bottom) float in order for the pump to run. When the water level rises high enough to overcome the
"Dose Enable" (second) float and the timer is in a dose enable mode the cycle will initiate. The pump will
activate and automatically back flush the disc filters then dose the lead zone. The pump will continue to
run for the length of time as set on the pump run timer to provide a complete dose. The system will
remain off until the preprogrammed off timer enters a new cycle enable mode, at which time the control
will activate another cycle and dose the new lead zone (as long as the "Dose Enable" float is still up).
This process will continue until the water level drops below the "Dose Enable" float and the pump run
timer has timed out. If the water level rises enough to overcome the "peak enable" (third) float and the
peak enable selector switch is on, the system will be cycled at the peak rate. In the event the water level
continues to rise enough to overcome the "High Level" (fourth) float, the audiovisual alarm will be
activated until silenced by pressing the Test -Normal -Silence switch to the silence position. Each zone will
automatically receive a field flush each 25 cycles to clean the drip tubing.
1" air release
valve
1 air release
valve
0
l)
0
� Optional additional
lateral connections
To common
Optional additional q return line
lateral connections
1/2"-
TOP FEED MANIFOLDS INSTALLATION KIT
American Manufacturing Company, Inc.
P.O. Box 97, Culpeper, Va 22718-0097..... 1-800-345-3132 www.americanonsite.com

40
VERC-RITE®"
Drip Dispersal Filtration Systems
AMERICAN MANUFACTURING COMPANY,
[M7iP Fla
Featuring:
Automatic Average &
Peak Timed Dosing
Automatic High Velocity
Field Flushing
Semi -Automatic or Auto-
matic Filter Cleaning
Uses Disc Filters for Low
Maintenance
No High Maintenance
Screens!!
The "PERC-RITE®" Drip System is a complete wastewater dispersal system
utilizing pressure compensating drip tubing, automatic disc filtration,
automatic forward field flushing and efficient effluent pumps with state-of-
the-art controls for long term sustainable onsite wastewater installations.
Use Filters!
A Filter that has both surface area and depth
can be cleaned through automatic
backwashing. Particle separator Filters of this
design can last for Years before
maintenance. Even neglected
filters will continue to protect the
f- field.
Not Screens!
A Screen particle separator only
has surface area and cannot be
cleaned through backwash and
are susceptible to biological re-
growth. Screens cannot be
cleaned in placed but must be
removed and cleaned or
replaced. Dirty Screens may
collapse and can extrude
material which may damage
tubing and cause field failure of tubing and
field.
COMPETITIVE CONTROL!
These open face control panels provide
complete management of the integrated
"Perc-Rite@ Drip Dispersal System".
The control includes manual override ca-
pability bypassing the PLC, automatic
field flushing, and multi -zone Control.
The build in sceen has many built in op-
tions best operator control.

41
American Manufacturing Company, Inc.'s PERC-RITE® Filtration system offers several
choices of filtration based on your budget and the desired intervals between Service
Events.
In secondary treated effluent ap-
plications, filter backwash water
is performed automatically
through a large washdown filter.
This configuration creates a very
economical controller to manage
I multi -zone systems with mainte-
nance frequencies being extended
for up to a year. Reduced pre-
treatment water quality will in-
crease the maintenance fre-
quency requirements. Any po-
tential filter buildup will result a
high water alarm protecting the
tubing from catastrophic failure
and announcing to the owner the
need for maintenance.
III
` ji
Fully Automatic Filters
15 GPM All Climate
Semi -Automatic Filters
15 GPM Warm Climate
1 Zone Capacity
Wash Down Filters
Wash Down Filter Systems automatically
remove contaminates from the surface
of the filter, substantially increasing the
time between manual service events in a
secondary effluent dispersal system.
Semi -Automatic Filters
15 GPM Cold Climate
1 to 4 zone Control
For Septic or Secondary Effluent
Quality Water!
Fully automatic systems are self
maintaining and can go years without
maintenance. Filters are fully cleaned at
the beginning and during each dose cycle.
The backwash regime is adjustable to deal
with a full range of water quality, from sep-
tic to advanced secondary. Annual system
inspections are still recommended just like
we recommend for all conventional
systems.
ALL LARGE FLOW SYSTEMS ARE
RECOMMENDED TO BE FULLY AUTOMATIC!
PENJI-RITE(S> Nitration
American Manufacturinz Company, Inc., P.O. Box 97, Elkwood, VA 22718

42
AMERIC N MANUFACTURING
Company Inc.
www.americanonsite.com
EFFLUENT PUMP
Model Series: PUTURB15
FEATURES
♦ Non -Metallic Parts are Effluent Compliant: Impellers,
diffusers constructed of glass filled polycarbonate or Noryl,
engineered composites. Both materials are corrosion
resistant.
♦ Bearing Discharge Head: State of the art engineered
composite material for superior strength and corrosion
resistance. Loop for safety line molded into head.
+ Warranted for one year against failure due to
workmanship and materials.
♦ Stainless Steel Casing: Polished stainless steel is
attractive and durable in the most corrosive effluent.
Hex Shaft Design: Six sided shafts for positive
impeller drive.
Inlet Strainer: Molded suction strainer built into
motor adapter.
TDH for Backflushing
Most Limiting Condition
♦ Motor:
• Built-in surge arrestor is provided on single-phase motors.
• Stainless steel splined shaft.
• Hermetically sealed windings.
• Replaceable motor lead assembly.
• UL 778 and CSA recognized.
• NEMA mounting dimensions.
e Standard 100" jacketed power cord.
♦ Agency Listings: All complete pump/motor assemblies
are UL778 and CSA listed, All Franklin Electric Motors are
UL778 recognized.
Model Sort-
Flow Range
GPM
Horsepower
Range
Best E3f.
GPM
Discharge
conrmcbon
Maxirnura
was srz
Rotafirw
PUTURB15122W
6 - 28
%
16
1 '1.
1116" dia.
CCW
240-
230
2v-
2rO
I
PERC-RITE
PUMP
PUTURB15
2 8 ' °F ' 24 ' 3) 1 4
Gallons Per Minute
DESIGNERS GUIDE PULP CURVE
DRIP DISPERSAL SYSTEM

43
www.americanonsite.com
Phone [phone]
Fax: [phone]
MANUFACTURING COMPANY, INC.
EFFLUENT DRIP PUMP
Model Series: PUTURB 15
FEATURES
♦ Non -Metallic Parts are Effluent Compliant: Impellers,
diffusers constructed of glass filled polycarbonate or Noryl,
engineered composites. Both materials are corrosion
resistant.
♦ Bearing Discharge Head: State of the art engineered
composite material for superior strength and corrosion
resistance. Loop for safety line molded into head.
♦ Warranted for one year against failure due to
workmanship and materials.
♦ Stainless Steel Casing: Polished stainless steel is
attractive and durable in the most corrosive effluent.
♦ Hex Shaft Design: Six sided shafts for positive
impeller drive.
♦ Inlet Strainer: Molded suction strainer built into
motor adapter.
TDH for Dackflushing
Most Limiting Con d tior
♦ Motor:
• Built-in surge arrestor is provided on single-phase motors.
• Stainless steel splined shaft.
• Hermetically sealed windings.
• Replaceable motor lead assembly.
• UL 778 and CSA recognized.
• NEMA mounting dimensions.
♦ Standard 100" jacketed power cord.
♦ Agency Listings: All complete pump/motor assemblies
are UL778 and CSA listed. All Franklin Electric Motors are
UL778 recognized.
Model Series
Flow Range
Horsepower
Best Eff.
Discharge
Maximum
Voltage
GPM
Range
GPM
Connection
Solids Size
PUTURB15112W
6-28
%
18
1^/,
1/16"dia.
115
PUTURB15122W
6 - 28
%
18
1 '/<
1/16" dia.
230
PERC-RITE°
PUMP
PUTURB1
4 12 20 28 36 44
Gallons Per Minute
DESIGNERS GUIDE PUMP CURVE
DRIP DISPERSAL SYSTEM
©American Manufacturing Company, Inc. www.americanonsite.com

44
AMERICAN ONSITE CONTROLS
AMERICAN MANUFACTURING COMPANY, INC.
P.O. BOX 97 ELKWOOD, VIRGINIA 22718-0097
*q ......... . ­; ......
Al
oNs
CONTROLS
A2
P1
P2
1L1
LEVEL
ALARM
'
1L2
20
L2
— —FT
1T1
PFusILOET
PRIMARY
HEATER
1T
isw
FusE
Q
Fuse
s v
27
27
PEAK
RESET/
FILTER BACKFLUSH
LEVEL CYCLE
START
®
O
O
O
0
0
PUMP
PUMP1
ZONE
RETURN
ZONE
ZONE
ZONE
ZONE
F1 z a GND
OFF
F2 Z1 3 2R ANTI—
FEATEE
TIMER ENABLE I PILOT NEUTRAL
SOLENOID VALVES ALARM NEUTRAL
F7 = FLIER #1 120(MAY BE JUMPED FY SEPARATE SUPPLIES
20N 21 E �1 MAX MAXER
F2 = ZONE
ARE NOT REQUIRED)
=
PEAK ENABLE Z2 = ZONE #2
Z3 = ZONE #3
Z4 =ZONE p4 4 ZONE HYDRULIC UNIT WIRE COLORS
ZM = ZONE MASTER
ZR = ZONE RETURN WHITE -COMMONS JS INTO 24-
HIGH LEVEL F1=(PP)-PURPLE WH HITE
F2=(OR)-ORANGE (BR) -BROWN
Z1=(BL)-BLUE (VM/BLS)-VMITE/BULE STRIPE
22-(RD)-RED (NH/RDS)-YMITE/RED STRIPE
Z3= GR)-GREEN (WIT/GRS)-VMITE/BULE STRIPE
Z4= YL)-YELLOW ((WEI YTS))_ T UEOW STRIPE
ZR: BK)-BLACK (WH/BKS)-WHITE/BLACK STRIPE
NOTES:
1. PLEASE REVIEW ALL PAGES AND INSERTS IN THIS
MANUAL BEFORE ATTEMPTING TO INSTALL ANY CONTROL
EQUIPMENT.
2. (----) DASHED LINES REPRESENT OPTIONAL
EQUIPMENT.
3. TIME DOSING IS CONTROLLED BY SIEMENS PLC UNIT.
4. REFER TO TORQUE SETTINGS TO PROPERLY CONNECT
USER SUPPLIES ON PAGE 5.
COPYRIGHT ® 2007 AMERICAN MANUFACTURING COMPANY, INC
C UL u
1—
ALARM
115V/1PH/6OHz
10AMP MIN. PROTECTION
CONTROL
115V/1PH/6OHz
10AMP MIN. PROTECTION
PUMP
115 or 23OV1 H/6OHZ
20AMP MIN..PROTECTION
115 or 2%Vp4 /60HZ
20AMP MIN. PRO CTION
ALL POWER SUPPLY
BRANCH CIRCUIT PROTECTION
PROVIDED BY OTHERS
SUPPLY TO PUMP 1 MOTOR RATING
115V/1PH/.5hp/16A max
SUPPLY TO PUMP 2 23OV/1PH/2hp/16A max
TORQUE SETTINGS:
TERMINALS:
WIRE SIZE:
TORQUE:
P1:
4-6awg
27 in—Ibs
80w9
25 in—Ibs
10-14aw
20 in—Ibs
1L1&1L2
2L1&2L2
4— aw
27 in—Ibs
8aw9
25 in—Ibs
10-14aw
20 in—Ibs
TB1
10-180w
22 in—Ibs
CIRCUT CARD
Tel (ALL TERMINALS)
10-22aw
7-8 in—Ibs
2
I (ALL TERMINALS)
16-22aw
7-8 in—Ibs
3
I (ALL TERMINALS)
10-22aw
7-8 in—Ibs
FLOAT TREE
HIGH LEVEL
OHL
PEAK ENABLE `
\OPE
TIMER ENABLE
REDUNDANT OFF TE
3—e TETHER OFF
DUPLEX 4 ZONE PERC-RITE DRIP SYSTEM
TIME DOSING AND PROCESS CONTROL
INSTALLATION GUIDE FOR"DPl" SERIES DRIP SYSTEM
MODELS DP124—DAB124—AHJILP(C)R
DWGfS X9146P REVIS
B
12/17/08 SPC
S:\Doto\ConNWo\AUtoCAOLt2000\X—&—UghtnNq—Ponsls\X9146P.dwq
CONTROL PANEL - X9146P

RAIN- kBIRD@
RSD Series Rain Sensor
"Dial into the Convenience and Value"
The Rain Bird RSD Series Rain Sensor is an easy
to install, durable and visually pleasing rain
sensor device suitable for 24VAC residential
and commercial applications. This high -qual-
ity product saves water and extends irrigation
system life by automatically measuring precipi-
tation and preventing irrigation systems from
watering in rainy conditions.
Features & Benefits
e Automatic rain shutoff prevents
overwatering due to natural
precipitation
Robust, reliable design reduces
service call backs
e Moisture sensing disks work in a
variety of climates
Different sensor mounts permit
speed and flexibility on the job site
Models
• RSD-BEx (rain sensor w/ latching bracket,
extension wire)
• RSD-CEx (rain sensor w/ threaded
adapter, extension wire)
Electrical Specifications
• Application: Suitable for low voltage 24 VAC
control circuits and 24 VAC pump start relay
circuits*
• Switch electrical rating: 3A @ 125/250 VAC
• Capacity: Electrical rating suitable for use
with up to ten 24 VAC, 7 VA solenoid valves
per station, plus one master valve
• Wire: 25' (7,6 m) length of #20, 2 conductor
UV resistant extension wire. Short lead for
normally open (N.O.) installations
• UL, cUL listed; CE, C-Tick approved
*Not recommended for use with high voltage
pump start, pump start relay circuits or
devices.
Latching Hinge
Maintains Alignment
Mechanical Properties
• Multiple Rainfall Settings from 1i8"— 314"
(5 - 20 mm) are quick and easy with just the
twist of a dial
• Adjustable vent ring helps control drying
time
• High-grade, UV resistant polymer body
resists the elements
• Available in rugged bracket version (RSD-BEx
model comes with 5" latching aluminum
bracket) or conduit version (RSD-CEx) for a
clean and professional look.
RSD-BEx
i
RSD-CEx
Dimensions
45
RSD-BEx
• Overall Length: 6.5" (16.5 cm)
• Overall Height: 5.4" (13.7 cm)
• Bracket Hole Pattern: 1.25" (3.2 cm)
RSD-CEx
• Overall Length: 3" (7.6 cm)
• Overall Height: 2.75" (7 cm)
RSD - BEx
I
Model Extension Wire
RSD: Rain 25' (7,6 m) length
Sensing Device
Mounting
BE: Metal Bracket
CE: Conduit Version

Specifications
The rain sensor shall employ an electrome-
chanical actuating device designed to cause a
circuit interrupt that temporarily disables the ir-
rigation controller during periods of significant
rainfall. The device shall automatically restore
the controller to a normal operating condi-
tion after a period of time subsequent to the
rainfall.The device shall be suitable to be wired
- normally closed (N.C.) - in series with the
valve common; and, shall include a short -lead
to allow wiring normally open (N.O.) when
necessary.
The device shall be of rugged construction to
withstand the elements, including exposure to
sunlight.
The device shall include a U.L. listed, 3A @
125/250 VAC rated electrical switch.The device
shall be of sufficient capacity to be used with a
maximum of three 24VAC, 7 VA solenoid valves
per station, plus one master valve.
The rain sensor shall incorporate a provision
that allows the installer to select from several
rainfall settings.The setting increments shall be
displayed in both English and metric units.The
device shall include a vent ring to help control
drying time of the mechanical components.
The Rain Bird RSD Series Rain Sensor shall be
manufactured by Rain Bird Corporation, Glen-
dora, California.
RAIN- kBIRD.)
Rain Bird Corporation
Rain Bird Corporation
Rain Bird International, Inc.
6991 E. Southpoint Road
970 West Sierra Madre Avenue
P.O. Box 37
Tucson, AZ 85706
Azusa, CA 91702
Glendora, CA 91740-0037
Phone: [phone]
Phone: [phone]
Phone: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
Rain Bird Technical Services
Specification Hotline
www.rainbird.com
(800) RAINBIRD (U.S. and Canada)
800-458-3005 (U.S. and Canada)
The Intelligent Use of Water ---Visit www.rainbird.com to learn about our efforts
® Registered Trademark of Rain Bird Corporation
© 2008 Rain Bird Corporation 4/08
D39402E

47
SECTION 101— WASTEWATER FACILITY SPECIFICATIONS
FOR PRIVATE HOME SYSTEMS (TREATMENT & DISPOSAL)
Final Design
A. CODES AND REGULATIONS
All work performed under this Section shall comply with all laws and requirements of the State,
County, and Local authorities having jurisdiction over the work. Material and equipment shall comply
and be installed in all ways in accordance with latest regulations in effect.
1. TANKS:
1. Concrete Precast Tanks: Tanks to be pre -approved by the North Carolina On -site Wastewater
Section of the Division of Environmental Health; Concrete to be 3500psi min.; all Concrete
Connections to utilize a sealant — 1 "Butyl Rubber minimum; Concrete Risers (square or round) are to
be built for the opening they are occupying; all tanks are to bear the seal of a North Carolina
Professional Engineer.
2. Aluminum Covers & Lids: all lids and access ways are to be a minimum of 24" wide or 24" in
diameter. Rectangular lids are acceptable provided they are a minimum of 24" wide by greater than 24"
long; lids are to be designed to a minimum of pedestrian loading; water cover plate to be a minimum of
'/4" thick aluminum diamond plate reinforced for a 300 psi. live load; frame shall have 6-5/8" diameter
holes to bolt frame to structure; designed for exterior applications (watertight); access door to have a
flush drop handle that does not protrude above the cover; all hinges, handle, bolts, locknuts, etc. shall be
stainless steel (316 alloy); the door shall be capable of opening 180 degrees; and be supplied with a lock
clasp.
3. Plastic Covers & Lids: all lids and access ways are to be a minimum of 24" wide or 24" in
diameter. Risers, covers & lids are to be manufactured to install onto concrete boxes; lids are to be
designed to a minimum of pedestrian loading - reinforced for a 300 psi. live load; designed for exterior
applications (watertight); heavy duty construction; access door to have a flush drop handle that does not
protrude above the cover or provide a mechanism for opening without causing tripping; if hinged, the
door shall be capable of opening 180 degrees; all access ways to be capable of being locked.
2. PUMPS:
1. Submersible/Recirculating/Pump Back & Discharge Pumps: 2" discharge minimum; 1/3 — 2 HP
range; 140 degree water temperature; casing & impeller of FRP (Fiberglass Reinforced Plastic); shaft of
403 Stainless Steel; Motor Frame & Fasteners of 304 Stainless Steel; use of double inside mechanical
seals (silicon carbide) or approved equivalent; semi -vortex solids handling; air or oil filled; 3600rpm.;
115V or 230V (no 3 phase); submersible power cable 25'minimum (long enough for no splices);
prelubricated double shielded bearings. Pump should be designed for maximum efficiencies for a
useful life of at least 5 years.
2. Effluent Turbine Submersible Pumps: '/2 - 3 HP units; 115 — 230V (no 3 phase); 1-1/4" discharge
up to 27 gpm & 2" discharge for larger units; heavy wall stainless steel shell; Stainless Steel hex drive
shaft; no external capacitors or relays required for starting; cord lengths ordered for minimum (prefer
none) junction boxes; pumps are best utilized with an adjoining filter.
3. VALVES:
1. Gate Valves: smaller than 3", AWWA C509 approved, bronze with non -rising stem, open left,
resilient wedge disc, working pressure not less than 200 psi, Clow F-6103 resilient seat with T-head.
Slip Joint connections are not approved.
2. Valve Box and Cover: Cast iron, two piece, screw type, drop cover marked "Valve" with
directions for opening, Tyler or Russo. Contractor shall supply Owner all keys necessary to operate all
valves.

48
3. Check Valves: '/Z" - 8" diameter (thermoplastic) shall be Utility Swing Check Valves or Utility
Spring Check Valves; constructed from PVC Type I, ASTM Cell Classification 12454; maintenance
free seal unit construction; Spring Check valves to utilize a stainless steel spring; use an external
directional flow arrow; all, valves to hav3e a NSF certification for potable water service; pressure rated
to 150 psi @ 73 degrees in full flow and to 75 psi @ 73 degrees back pressure (closed) direction.
4. Throttling Valves: 1" — 2", & 323 diameters, utilizes a flow control handle, no moving parts in
flow path; low power requirement & accepts various voltages; constructed from glass reinforced nylon,
spring constructed of stainless steel, natural rubber diaphragm, all stainless steel 304 nuts, bolts, &
washers; Max.temp.140 degrees.
5. Air Release Valves: 1" — 2", automatic type; for less than 1" utilize working pressure of 80psi;
seals at 5 psi; for greater than 1" utilize 170psi. working pressure; seals at 1 psi.; Stainless steel float.
6. Pressure Reducing, Pressure Sustaining, Pressure Relief, or Electric Remote Control; Nylon
bodies -Body, Bonnet, & Seat to be 30% Glass Reinforced Polyamide (GRP); PVC bodies-uPVC; Zinc
coated steel (BS 5216) for nuts, bolts & washers; spring to be stainless steel (AISI 302); Connections:
socket (IPS, PVC standard) or threaded ANSI (NPT female); Diaphragm models to have standard
natural rubber.
4. METERS:
1. Flow Meter: 3/4" —1 '/2 " diameter & 2"-12" diameter, working pressure of 145 psi, maximum
water temperature of 120 degrees, 3/4" in polypropylene, 1-1 '/2" in corrosion proof copper alloy, 2"-12"
in cast iron; 1"-12" meters to be baked, powder coated epoxy, accuracy to 5 gpm or 2% of flow for
larger meters, capable of being installed in different positions, mechanical joint ends; installation to be
installed per manufacturers recommendations for maximum accuracy.
5. PIPE:
1. Ductile Iron Pipe (DIP): 4"-12" shall be minimum pressure class 350 and 16" and larger diameter
pipe shall be minimum pressure class 250. Pipe shall be cement lined according to AWWA C-104,
shall conform to ANSI A 21.51 (Pipe Manuf.), A 21.50 (Pipe thickness design), A 21.10 (Fittings), A
2 1. 11 (Rubber Gaskets Joints), with latest revisions.
2. PVC: Jointed in accordance with ASTM 3139 bearing National Sanitation Foundation (NSF) Seal.
a. Pipe less than 4" - 1120 PVC SDR-13.5-200 psi in accordance with ASTM-D2241 by National.
b. Pipe 4" - 12": 1120 PVC DR14 meeting AWWA C900 (latest revision) with minimum pressure
rating of 200 - psi by JM or National.
3. Galvanized Pipe (Less than 4" diameter): All steel pipes required shall conform to the
requirements of ASTM A-120. The pipe and fittings shall conform to Schedule 80 (extra strong). The
pipe and fittings shall be manufactured in the United States and marked in accordance with ASTM A-
120. Galvanized pipe shall be used in the blow -off assemblies.
4. 3/4" & 1" Services:
a. Copper - Type "K" in accordance with ASTM B88 and AWWA C-800.
b. Polytubing in accordance with ASTM D-2737, shall be SDR-9, 200 psi and comply with AWWA
C901 and NSF 14.
5. '/z" —1" Flexible Vinyl Pipe: (used in Disposal Facility — not in constant pressure applications — see
above) — heavy wall pipe for no kinks in bending; assembly with Sch.40 PVC fittings (see below);
ASTM D-412 for Ultimate Tensile Strength of 2900 psi., Ultimate Elongation of 265%, & 100%
Modulus of 1600 psi.

49
6. Dripline Pipe: (used in disposal field); typical size of/z" (inside of 0.55" & outside of 0.64"); drip
emitters available at 24", 18", or 12" spacing; each emitter capable of 0.4, 0.6, or 0.9 gph (gallons per
hour); inside tubing to have a bacterial protection; emitters to have root intrusion protection; Dripline to
pressure compensating. (Geoflow PC Dripline, Neofim or approved equivalent).
6. PIPE FITTINGS:
1. Ductile Iron: 3" diameter and above shall conform to AWWA Standard 200 psi working pressure,
mechanical joints, conforming to ANSI A-21.53 (Compact Fittings), A 21.51 (Pipe Manuf.), A 21.4
(Cement Mortar lining), A 2 1. 10 (Fittings), A 21.11 (Rubber Gaskets Joints), with latest revisions by
US Foundry.
2. PVC: Less than 3" - 1120 PVC Schedule 40 minimum in accordance with ASTM D-2466 bearing
the NSF Seal. All joints shall be gasket (no glue joints).
3. Dripline Fittings: fittings to be single barb; insert type with a threaded locking collar utilizing a
positive stop to assure full insertion; fitting collar to have a square threaded drive ring; fittings to
operate at working pressure of up to 60 psi.; Fittings to be by Power-Loc by Aquarius Brands or
approved equivalent.
7. FACILITY APPARATUS:
UV Water Purifier: chamber head & clamps of stainless construction, periodic cleaning of system
without interruption of purifier operation; drain plug; removable heads; lamp replacement without shut
down, pressure loss, or drainage of tank; visible means of seeing germicidal operation (Sanitron by
Atlantic Ultraviolet, Norweco AT 1500 or approved equivalent).
Float Control Switches: mercury activated; narrow angle switch not sensitive to rotation; control
differential of 0.5 inches above or below horizontal; UL listed for use in non -potable water; order cable
lengths for no junction boxes; Float in high impact PVC housing; corrosion resistant; switch single
pole, single throw, mercury to mercury contact, hermetically sealed in a steel capsule & epoxy sealed in
the float housing.
3. Rain Sensor: constructed of high impact thermoplastic; for use in direct sun or freezing ice storms;
system designed for no cleaning (no cups), no winterizing procedures; accuracy for activation to 1/8";
easy settings for activation (Rain Clik by Hunter or approved equivalent).
4. Freeze Sensor: constructed of high impact thermoplastic; for use outdoors and in freezing ice
storms; system designed for no cleaning or winterizing procedures; accuracy for activation 1 degree.
Install unit on north face of shed under the eave where air can circulate freely. If Freeze Sensor is
incorporated with the Rain Sensor, then the location shall be with the Rain Sensor.
5. Disc Filters: 2" — 3" sizes; adjustable filtration; automatic back flush; rust & corrosion resistant;
drain manifold; for use in algae, leave decay, wastewater; inlet & outlet connections; maximum
operating pressure of 140 psi.; minimum pH of 5; polypropylene body; glass reinforced polyamide
filters; o'rings & seals of EPDM.
8. ELECTRICAL COMPONENTS:
1. Panel Enclosures: NEMA 4X for outdoor applications; UL 508, & complies with IEC 20529 &
IP66; smooth continuous welded seams; door stiffeners; formed lip[ on enclosure to exclude flowing
liquids; interchangeable doors easily removed; permanently secured oil resistant gaskets; three point
key with lockable handle; hinges of Stainless Steel 304; Hinge pins of stainless steel; key lockable
handle is zinc die cast with black epoxy finish.; cover & enclosure to be finished with phosphatized &
finished with a recoatable powder inside & out with ANSI 61 smooth gray, include an emergency
battery backup system (UPS) to operate the local alarm light and horn for at least 120 minutes,
additionally this power source shall power the intrinsically safe relay module that monitors the high
water float switches and any telephone dialer requirements.

50
2. Breakers: Single & 2 pole (no 3 phase); miniature configuration; manual override; IEC 60898-1,
DIN EN 60898-1, VDE 0641-11, UL 608, CSA22--.2 No.14; rated at 277/408V; finger safe; DIN -rail
mounting, coordinate with relays and panel.
3. Relays: clamp terminal socket type; rated for 250V; rated load at 2500VA; Panel or rail mounting,
touch safe; single & 2 pole (no 3 phase).
9. FIELD DRAWINGS (AS-BUILTS)
A. Contractor shall assist Engineer in determining the as -built condition of the Wastewater Treatment
Facility. Costs of surveyor (if required) is to be paid by Owner.
B. Wastewater Treatment systems shall be measured (horizontally) to the nearest tenth of a foot along
the length of the pipe or tank from tee locations, reducers, crosses etc. No elevations will be required
for the system except bottom of tanks and inverts of exit/inflow pipes unless directed by the Engineer.
Measurements shall be made to the nearest foot when distances exceed 100'. Pipes shall be identified
on the as-builts with measurement, size & material. Water as-builts do not need to be sealed by a
Surveyor.
C. If changes to the design drawings are required due to field conditions, records of the changes shall be
kept and a legible marked -up print (as -built) shall be provided to the Engineer. Field drawings shall
show changes as to size, location, dimension, and elevation relative to site bench marks and
monuments.

51
SECTION 3110 00 - SITE CLEARING
PART 01 - GENERAL
1.01 Related Documents:
The General Provisions of the Contract, including General and Supplementary Conditions and General
Requirements, apply to the work specified in this Section.
1.02 Description of Work:
Work Included in This Section:
Clearing of Site
Protection of Trees
Disposal of Undesirable Material Off Site
Clearing for the disposal sites is not covered by this specification
Related Work Specified Elsewhere:
Sedimentation and Erosion Control (31 25 00) Eros and Seed controls
Tree Preservation and Protection (01 56 39)
Earthwork and Site Grading Earth Moving 3120 00
Grading 31 22 00
1.03 Existing Conditions:
A. Site Conditions:
Contractor shall visit the site, familiarize himself with actual conditions and verify existing
conditions in the field.
B. Record Information:
Topographic maps and other recorded site information may be examined at the office of the
Engineer.
1.04 Protection:
A. Bench Marks:
Maintain carefully all benchmarks, monuments and other reference points. If disturbed or destroyed,
replace as directed.
B: Existing Utilities:
Contractor shall notify ULOCO @ 1-800-632-4949, 48 hours prior to beginning any clearing or
excavation. Should any functioning underground utilities be uncovered during the work, the
Contractor shall promptly notify the Engineer in writing. The Contractor shall be held responsible
for any damage to underground or overhead utility services and shall immediately repair and restore
services at no additional cost to the Owner.
C. Existing_ Trees and Vegetation:
Protect existing trees and other vegetation indicated to remain in place, against unnecessary cutting,
breaking or skinning of roots, skinning and bruising of bark, smothering of trees by stockpiling
construction materials or excavated materials within drip line, excess foot or vehicular traffic, or
parking of vehicles within drip line. Provide temporary guards to protect trees and vegetation to be
left standing. Any vegetation designated to remain, which is damaged by construction work, shall be

52
replaced as specified in Section 02150, part 3, f.

53
PART 02 - PRODUCTS
Not Used
PART 03 - EXECUTION
3.01 Clearing and Grubbing:
Clearing, grubbing, and disposition of debris shall be in accordance with Section 200 of NCDOT Standard
Specifications for Roads and Structures, 1990.
3.02 Thinning of Existing Wooded Areas:
Existing wooded areas where indicated shall be under -brushed and thinned of existing vegetation and brush.
Within areas indicated thinning shall consist of removal to ground of all vegetation 2" caliper and smaller.
Cleared materials and debris shall be chipped and spread in thinned areas. Remaining vegetation shall be
limbed up to 8' height.
END OF SECTION

54
SECTIONS 3120 00 - EARTHWORK & 3122 00 SITE GRADING
PART 01 - GENERAL
1.01 Related Documents:
The General Provisions of the Contract, including General and Supplementary Conditions and General
Requirements, apply to the work specified in this Section.
1.02 Description of Work:
1.03 Work Included in This Section:
Stripping, stockpiling, and redistribution of topsoil, rough grading, rock removal, and excavation of the site.
1.04 Related Work Specified Elsewhere:
Sedimentation and Erosion Control (31 25 00)
Site Clearing (31 10 00)
Concrete Paving (32 13 13)
NCDOT Division 2 - Earthwork
1.05 Existing Conditions:
A. Acceptance:
Contractor is required to accept actual conditions at site and do work specified without additional
compensation for possible variation from grades and conditions shown, whether surface or
subsurface. All grading work shall be unclassified except for rock and unsuitable soil as described
herein and in Section 02211.
1.06. Protection:
A. Benchmarks and Monuments:
Maintain carefully all benchmarks, monuments and other reference points. If disturbed or destroyed,
replace as directed. If found at variance with the drawings, notify the Engineer before proceeding to
lay out work.
B. Protection of Existing Work Remaining:
All existing curbs, sidewalks and paving damaged in performance of this work shall be restored
without extra cost to the Owner in the manner prescribed by authorities having jurisdiction.
C. Tree Preservation and Protection:
During all phases of earthwork and site grading, the Contractor shall comply with Section 02150.
PART 02 - PRODUCTS
2.01 MATERIALS
A. Topsoil:
Topsoil shall be as defined in Section 02900, part 02, B. Topsoil may or may not be required to be
imported to the site. Topsoil shall come from stockpiles of topsoil excavated on site or from an off -
site borrow pit approved by the Engineer, prior to importing.

55
2.02 Surplus Material:
Remove unsuitable materials and surplus excavated materials from the site and legally dispose of it.
2.03 Fill Material:
Material for fill shall be free from roots, wood or other organic material. Earth used for fill under floor slabs
and other surfaced areas shall be approved by laboratory tests. Stones larger than 4" maximum dimension
shall not be used in the upper 6" of fill or embankment. Use suitable excavated material for required fills and
backfills. Provide any additional fill material as necessary to produce the required grades. The testing
laboratory will determine the suitability of all materials to be used as fill.
PART 03 - EXECUTION
3.01 Inspection:
Examine the areas and conditions under which earthwork and site grading is to be performed and notify the
Engineer in writing of conditions detrimental to the proper and timely completion of the work. Do not
proceed with the work until unsatisfactory conditions have been corrected in an acceptable manner.
3.02 Testing:
A. Laboratory:
The Contractor shall employ services of a testing laboratory to perform tests required under this
section.
B. Quality Control Testing During Construction:
It is the responsibility of the Contractor to notify the Engineer and the testing lab at appropriate times
when testing is required. Testing service must inspect and approve subgrades and fill layers before
further construction work is performed thereon.
C. Perform field density tests in accordance with ASTM D-698.
D. Make field density tests for areas which are proof -rolled as requested by the Owner.
E. In each compacted fill layer, make one field density test for every 2500 sq. ft. of overlaying paved
area, but in no case less than three tests.
3.03 Stripping Stockpiling, and Distributing of Topsoil:
A. Conditions:
This work shall be carried out when dry weather exists and the topsoil is reasonably loose and dry.
B. Extent:
Remove topsoil and unsuitable structural soil to its entire depth from the areas within lines 10 feet
outside of foundation walls of buildings and from areas to be occupied by walks, steps, paving, and
from cut and filled areas.
C. Stockpiling:
Pile topsoil in designated or approved locations where it will not interfere with building or utility
operations. Stockpiles shall be of such size and shape as will keep loss of topsoil by erosion and
wind to a minimum. In no case will stockpiles violate the provisions of Section 01 56 39 - Tree
Preservation and Protection.
1. No stockpiling of any materials, construction equipment, or anything that could compact the soil

56
is to take place over the disposal sites.

57
3.04 Site Grading:
A. Grades:
Do all cutting, filling, compacting of fills and rough grading required to bring the entire area outside
of building to sub -grades as follows:
For surface areas (roadways, parking areas, steps and walks) to the underside of the respective
surfacing or base course, as fixed by the finished grades therefore.
For lawn and planted areas, to 4" min. below finished grade, or as indicated on grading plan.
B. Fills:
Where fill is required to raise the existing grades outside of building areas to the new subgrade
elevation indicated, such fill shall be of earth, placed compacted as specified.
Remove all debris subject to termite attack, rot or corrosion, and all other deleterious materials from
areas to be filled. Prior to placing fill material, the surface of the ground shall be scarified to a depth
of 6" and the moisture content of the loosened material shall be such that it will readily bond with the
first layer of fill material.
Place the material in successive horizontal layers in loose depths for the full width of the cross
section. Deposit fill in layers no more than 6" thick under surfaced areas where compacting fill and
12" thick under lawn and planted areas. Against retaining walls, compact fills in 6" lifts for a
distance of 8 feet outside of such walls.
Compact each layer of fill under walks, drives, and parking areas by rolling or tamping to 95 percent
density as defined by ASTM D-698. Compaction shall be accomplished by the use of power rollers,
machine tampers, or other approved mechanical equipment. If necessary, soil shall be moistened, or
allowed to dry to the correct moisture content before compaction. Do not deposit any fill on a
subgrade that is muddy, frozen, or containing frost. Compact fills under lawns and planting areas to
the compaction of 90% Standard Proctor Dry Density by routing spreading equipment uniformly
over the area up to 18" below finished grade. From 18" below finished grade to finished grade, place
subsoil and topsoil loosely, light tamping only to limit settlement..
Testing service must inspect and approve all subgrades and fill layers before further construction
work is performed thereon.
C. Rock Excavation:
See Section 3123 16 for rock excavation and disposal.
D. Unsuitable Soils:
See Section 3123 16 for unsuitable soil removal and disposal.
3.05 Field Quality Control:
A. Rough Grading:
Rough grading of all areas within the project, including excavated and filled sections and adjacent
transition areas, shall be reasonably smooth, compacted, and free from irregular surface changes.
Provide roundings at top and bottom of banks and at other breaks in grade. The degree of finish shall
be that ordinarily obtainable from either blade -grader or scraper operations, except as otherwise
specified.

58
B. Tolerances:
The finished subgrade surface generally shall be not more than 0.5 foot above or below the
established grade or approved cross section, with due allowance for topsoil, sod and pavement depth;
the tolerance for areas within 10 feet of buildings and all areas to pave shall not exceed 0.10 foot
above or below the established subgrades.
C. Drainage Slope:
All ditches, swales and gutters shall be finished to drain readily. The subgrade shall be evenly sloped
to provide drainage away from building walls in all directions at a grade not less than 2%.
3.06. Maintenance:
A. Protection of Graded Areas:
Protect newly graded areas from traffic and erosion. Keep free of trash and debris.
Repair and re-establish grades in settled, eroded, and rutted areas to the specified tolerances.
Remove all softness or disturbed material and replace in compacted areas.
B. Reconditioning Compacted Areas:
Where completed compacted areas are disturbed by subsequent construction operations or adverse
weather, scarify the surface, re -shape, and compact to the required density prior to further
construction.
3.07 Redistribution of Topsoil:
Spread stored or imported topsoil to a depth of 4"minimum over graded areas to be planted with grass,
additional for landscape planting areas. See Section 32 91 19 for specific instructions.
After topsoil is spread, remove all hard lumps of clay, stones over ''/z" in diameter, roots, limbs and other
deleterious matter which would be harmful, or prevent proper establishment and/or maintenance of lawn and
planting area.
END OF SECTION

59
SECTION 3123 16 - ROCK AND UNSUITABLE SOIL REMOVAL
PART O1 - GENERAL
1.01 Work Included:
Removal of discovered rock and unsuitable soil
1.02 Related Work:
Section 3120 00 - Earthwork
PART 02 - PRODUCTS
2.01 Materials:
A. Site/Mass Rock (Definition): Solid mineral material with a volume in excess of one (1) cubic yard that
cannot be removed with a 3/4 cubic yard capacity power shovel or rippers mounted on D-8 track dozer
without drilling or blasting. Material broken up by rippers, power shovel, or normal job equipment to
be included in general excavation. Disposal shall be on site or off site as indicated in applicable unit
price.
B. Trench Rock (Definition): solid mineral material with a volume in excess of one (1) cubic yard or
solid material that cannot be removed with a 3/4 cubic yard capacity power shovel or rippers mounted
on D-8 track dozer without drilling or blasting. Material broken up by power shovel, rippers or normal
job equipment to be included in general excavation. Disposal shall be on site or off site as indicated in
applicable unit price.
C. Excavation and Disposal of Unsuitable Soil: This item shall include all labor, equipment and materials
necessary to excavate unsuitable soil in areas designated by the architect/geotechnical engineer.
Unsuitable soil will be as determined by the on -site geotechnical engineer and will generally be
subgrade soil unsuitable for structural use due to content and structure of the soil. Soils with high
organic content, unit weight of less than 90 lbs. per cubic foot or plastic -clay soils are typical of
unsuitable soils. Final determination of suitability will be made on site by geotechnical engineer. Soil
that is too wet or too dry will not be considered unsuitable as defined here if soil characteristics would
be acceptable at optimum moisture content. Unit price for excavation and disposal of unsuitable soil
will be used only when defined as above by geotechnical engineer and when directed tore be removed
by County representative. Disposal shall be on site or off site as indicated in applicable unit price.
PART 03 - EXECUTION
3.01 Inspection and Payment:
A. The removal and disposal of rock without drilling or blasting shall not be considered an extra to the
contract.
B. Payment for removal and disposal of rock through means of drilling or blasting shall be on a unit cost
basis, such as per cubic yard at rates to be established. Notify County or Developer representative for
additional work, for approval and measurement before removal. No payments will be approved if
prior notification is not received and/or County representative does not observe removal process.

60
C. Unit price will be bid for on -site disposal of qualified rock and unsuitable soil; and for off -site disposal
of qualified rock and unsuitable soil.
D. Disposal
3.02 Rock Removal - Mechanical Method
A. Excavate for and remove rock by the mechanical method.
B. Cut away rock at excavation bottom for level bearing.
C. Remove shaled layers to provide sound and unshattered base for footings.
D. Measurements:
Measurements for the determination of actual quantities of rock removed shall be confined to the limits
below. There will be no quantities of rock allowed in excess of these limits.
General site rock: " below proposed subgrade elevation.
Utility trench rock: 2'-0" greater than the diameter of the utility line at its widest point
projected horizontally.
6" below the plan elevation of the bottom of the utility line.
E. Remove excavated material and dispose of in on -site location designated by County representative.
F. Correct unauthorized rock removal in accordance with backfilling and compaction requirements of
Section 02200, at no expense to Owner.
3.03 Field Quality Control:
A. Provide for visual inspection of bearing surfaces and cavities formed by removed rock.
END OF SECTION

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SECTION 3125 00 - EROSION AND SEDIMENTATION CONTROLS
PART O1 - GENERAL
1.01 Related Documents:
The General Provisions of the Contract, including General and Supplementary Conditions and General
Requirements, apply to the work specified in this Section.
1.02 Description of Work:
Work Included in This Section:
Temporary Sedimentation and Erosion Control Devices
Permanent Erosion Control Measures
Related Work Specified Elsewhere:
Earthwork and Site Grading (31 20 00 Earthmoving 3122 00 Grading)
Storm Sewer Collection System (33 40 00) Storm Drainage Utilities
Seeding (32 92 19)
1.03 Existing Conditions:
Site Conditions:
Contractor shall visit the site, familiarize himself with actual conditions and verify existing conditions in the
field.
1.04 Protection:
Benchmarks, existing utilities and existing vegetation shall be identified prior to mobilization and shall be
protected by this Contractor.
1.05 Quality Assurance:
The Sedimentation Pollution Control Act of 1973 governs the activities herein specified. As this is a
performance oriented law, it is the Contractor's responsibility to execute and to maintain erosion control
measures to prevent visible off -site sedimentation. All work performed for this section is to be in accordance
with the Erosion and Sediment Control Planning and Design Manual and applicable local laws and
regulations.
PART 02 - PRODUCTS
2.01 Rip Rap Stone:
Rip Rap Stone for erosion control shall be Class A or Class I as defined by NCDOT Standard Specifications
for Roads and Structures, 1990, Section 1042, as indicated on the plans.
2.02 Filter Stone:
Filter stone for silt basins, check dams, etc., shall be NCDOT No. 57 stone.
2.03 Matting for Erosion Control:
Matting for Erosion Control shall be Jute, Excelsior or equal approved by the Engineer. Matting shall
conform to Section 1060-7 of NCDOT Standard Specifications for Roads and Structures, 1990.
2.04 Silt Fencing:
Silt Fence shall conform to Detail Erosion and Sediment Control Planning and Design Manual.
2.05 Grassing:
Permanent grassing shall be as shown on plans and as specified in Section 02900 of these specifications.
Temporary grassing shall be as specified in Table 8.02 of the Erosion and Sediment Control Planning and
01100-1

62
Design Manual.
PART 03 - EXECUTION
3.01 Silt Fencing:
Silt fence shall be installed per Erosion and Sediment Control Planning and Design Manual.
3.02 Temporary Rock Check Dam:
Check dams in temporary or permanent ditches, shall be constructed per Section 6.83, Erosion and Sediment
Control Planning and Design Manual,.
3.03 Temporary Silt Basin:
Construct temporary silt basins per details and specifications on plans and in Section 6.60, Erosion and
Sediment Control Planning and Design Manual.
3.04 Temporary Gravel Construction Entrance:
Construction entrances, where shown on plan shall be constructed per details and specifications on plans and
in Section 6.60, Erosion and Sediment Control Planning and Design Manual,.
3.05 Temporary Diversion Swales:
Temporary Diversion Swales shall be constructed to convey runoff into silt basins and to prevent off -site
sedimentation.
3.06 Inlet Protection for Storm Drainage:
Storm drain inlets shall be protected from siltation by one or more measures as described in Sections 6.50 -
6.53 of the Erosion and Sediment Control Planning and Design Manual„ as shown on plans and details.
3.07 Outlet Protection:
Storm drainage outlets shall be permanently protected as shown on plans and details and as specified in
Section 6.40 - 6.41 of the Erosion and Sediment Control Planning and Design Manual,.
3.08 Maintenance:
All temporary sedimentation and erosion control measures shall be maintained at 50% minimum capacity.
Once basins, swales, silt fences, check dams, etc., have reached 50% capacity, Contractor shall clean silt out of
devices, distribute silt on site in an approved manner or dispose of in a legal manner off site as determined by
the Engineer.
3.09 Clean -Up:
Once site is fine graded, stabilized, and has been approved by the Engineer and the County or Environment
Inspector, all temporary erosion control measures shall be removed and disposed of off -site in a legal manner.
All areas disturbed in clean-up shall be fine graded and stabilized by grassing, planting, etc., as shown on
plan. All permanent erosion control measures shall be completed at this time. Prior to final acceptance, site
shall be clean, stabilized and all drainage facilities clean and functioning at 100%.
END OF SECTION
01100-2

63
SECTION 32 3113 - CHAIN LINK FENCES & GATES
PART 01 - GENERAL
1.01 Related Documents:
Drawings and General Provisions of the Contract, including General and Supplementary Conditions and
Division 1 Specification sections, apply to work in this section.
1.02 Description of Work:
The work covered in this section consists of the furnishing of material, labor, and equipment necessary for the
installation of fencing shown on the plans.
All materials furnished shall be approved equal or better than those specified. Any deviations from the
specifications should be noted and appropriately described and explained for review.
Standards of Manufacture: Comply with the standards of the Chain Link Fence Manufacturer's Institute for
"Galvanized Steel Chain Link Fence Fabric", and "Industrial Steel Specifications for Fence -Posts, Gates, and
Accessories", and as herein specified.
Installer must examine the conditions under which the fence and gates are to be installed. Notify the Engineer
in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the
work until unsatisfactory conditions have been corrected in an acceptable manner.
PART 02 - PRODUCTS
2.01 Fencing shall be completed using SCHEDULE 40 STEEL PIPE or approved equal. All fence heights,
dimensions, and location are shown on the drawings.
2.02 Posts: Black finish, Posts shall be hot dip galvanized and shall be fitted with heavy ornamental tops. All
posts shall be of round (schedule 40) steel pipe. Posts shall be anchored in concrete with holes at least three
(3) times the diameter of the posts. Terminal posts shall be set thirty six (36) inches below grade.
Intermediate posts shall be set twenty seven (27) inches below grade. Posts shall be of the diameter set forth
below:
Terminal: 3" O.D.
Line: 2 1/2" O.D.
Top Rails: 1 5/8" O.D.
Intermediate Rails: 1 5/8" O.D.
2.03 Top Rail: Black finish, Top rails are to be provided with couplings every twenty (20) feet. The couplings are
to be outside sleeve type at least six (6) inches long. The top rail is to pass through the line post loop caps and
form a continuous brace from end to end of each stretch of fence.
2.04 Terminal Post Caps, Loop Caps, Top, Intermediate, and Bottom Rail Ends . Black finish, shall be of pressed
steel, hot dip galvanized, and weather tight
2.05 Fence Fabric: Black vinyl fmish, Fence fabric shall be chain link non -barrier type, nine (9) gauge
"aluminized" (0.40 oz./sq. ft. as per ASTM A-491 standard for aluminized wire) wire, woven in a two (2) inch
mesh and locked in a standard chain link form. The fabric shall not have barbed selvages at top or bottom.
FURNISH WITH KNUCKLED TOP AND BOTTOM.

64
2.06 Tension and Brace Bands: The tension and brace bands shall be twelve (12) gauge with tension bands applied
at the rate of one (1) per linear foot of fence height. Black finish.
2.07 Stretcher Bars: The stretcher bars shall be 3/16" x 3/4" and placed at the ends of each run and of the length
equal to the fence height, and shall be one piece. Black finish.
2.08 Wire: The wire shall be No. 7 gauge aluminum tension wire and shall be stretched along the bottom of all
fence fabric, except where fencing has bottom rail. Black finish.
2.09 Brace Rod: Shall be 1/2" diameter galvanized steel rod with turnbuckle, to be installed from halfway up line
post to bottom of end post or gate post. Black finish.
2.10 Miscellaneous Fittings: Furnish and install all necessary fittings for a complete installation. Fittings shall be
malleable iron, pressed steel, aluminum or forgings. All ferrous metal shall be hot dip galvanized. Black
finish.
PART 03 - EXECUTION
3.01 Schedule: Do not begin fence installation and erection before the final grading is completed, with finish
elevations established, unless otherwise permitted.
3.02 Post Spacing Posts shall be evenly spaced in the line of fence no further than ten (10) feet on center.
3.03 Excavation: Drill holes of diameters and spacings shown, for post footings in firm, undisturbed or compacted
soil.
Excavate hole depths approximately 3" lower than the post bottom, with bottom of posts set not less than 36"
below the surface when in firm, undisturbed soil. Excavate deeper as required for adequate support in soft and
loose soils, and for posts with heavy lateral loads.
Spread soil from excavations uniformly adjacent to the fence line, or on adjacent areas of the site, as directed.
3.04 Settin Posts: osts: Remove all loose and foreign materials from sides and bottoms of holes, and moisten soil prior
to placing concrete.
Center and align posts in holes 3" above bottom of excavation. Place concrete around posts in continuous
pour, and vibrate or tamp for consolidation. Check each post for vertical and top alignment, and hold in
position during concrete placement and finishing operations.
Trowel finish tops of footings, and slope or dome to direct water away from posts. Extend footings for gate
posts to the underside of bottom hinge. Set keeps, stops, sleeves and other accessories into concrete as
required.
Keep exposed concrete surfaces moist for at least 7 days after placement, or cure with membrane curing
material, or other acceptable curing method.
3.05 Concrete Strength: Allow concrete to attain at least 75% of its minimum 28-day compressive strength, but in
no case sooner than 7 days after placement, before rails, tension wires, or fabric is installed. Do not stretch
and tension fabric and wires, and do not hang gates until the concrete has attained its full design strength.
3.06 Rails: Run rail continuously through post caps or extension arms, bending to radius for curved runs. Provide

65
expansion couplings as recommended by fencing manufacturers.
3.07 Fabric: Leave flush to finish grade at bottom selvage, except where bottom of fabric extends into concrete.
Pull fabric taut and tie to posts, rails, and tension wires. Install fabric on inside of fence, and anchor to
framework so that fabric remains in tension after pulling force is released.
3.08 Tie Wires: The top rail tie wires shall be spaced a maximum of fourteen (14) inches apart. Tie wires on
intermediate posts shall be applied at the rate of one per linear foot of fence height, with all twist wire ends to
be located toward the outside of the fence. All tie wires shall be six (6) gauge.
3.09 Repair damaged coatings in the shop or during field erection by recoating with hot applied repair compound,
applied per manufacturer's recommendations.
3.10 Stretcher Bars: Thread through or clamp to fabric 4" O.C., and secure to posts with metal bands spaced 15"
O.C.
All posts shall be true, plumb and in proper vertical and horizontal alignment. Install all nuts for tension and
brace bands and hardware bolts to the outside of the playing surface. All line posts shall be located to the
outside of the playing surface as shown on plan.
3.11 Clean up: Upon completion of the work, the installer must make sure the site is cleared of any residue fabric,
pipe, or other materials. Fill material excavated for post holes must be disposed of properly and no concrete
residue shall remain on the site. All disturbed areas shall be seeded and mulched.
END OF SECTION

66
SECTION 32 90 00 - PLANTING
PART 01 - GENERAL
1.01 Related Documents
The General Provisions of the Contract, including General and Supplementary Conditions and General
Requirements, apply to the work specified in this Section.
1.02. Description of Work:
The work in this section is the furnishing and installation of plant materials.
1.03 Work Included in This Section:
The work required under this Section consists of all preparation, planting and related items necessary to
complete the work indicated as described in the Specifications, in addition to supplying all plants specified on
plant list and shown on drawings.
All tree species, sizes, forms, shapes, and locations will be subject to approval by the Engineer.
1.04 Substitutions:
The species or varieties, materials, products or sizes specified herein by botanical and common name, shall be
provided as specified. Substitutions will be permitted only upon written application by the Contractor to the
Engineer, and when approved by said Engineer in writing. Request for permission to substitute will not be
entertained unless adequate evidence substantiating the unavailability of the specified item accompanies the
request for substitution.
If proof is submitted, substantiated in writing, that any plant specified is not obtainable, a proposal will be
considered for use of the nearest available size or similar variety with a corresponding adjustment of the
contract price.
1.05 Planting Season:
Planting shall be done within the following dates: October 1 — March 1. If project conditions are such that
planting can not be installed during above dates, then planting shall be delayed to following season.
Schedule Change:
If special conditions exist which may warrant a change in the planting dates mentioned above, a written
request shall be submitted to the Engineer stating the special conditions and the proposed schedule change.
Permission for schedule change will be given if warranted in the opinion of the Engineer.
1.06 Grades:
When landscape work is ready to commence, the site shall be at finish grade. The contractor shall furnish and
place additional topsoil if necessary to insure positive drainage.
PART 02 - PRODUCTS
2.01 Shipment and DeliverX:
Promptly notify the Engineer, in advance, when the plant material is to be delivered and the manner of
shipment.
Furnish therewith an itemized list of the actual quantity and sizes.

67
Deliver the necessary inspection certificates to accompany each plant or shipment prior to acceptance and
planting.
When shipment is made by truck, pack all plant material to provide adequate protection against climate and
breakage during transit, tie to prevent whipping.
Cover the tops with tarpaulin to minimize wind -whipping and drying, or spray adequately with antitranspirant.
When shipment is made by rail, pack boxcars carefully and adequately ventilate in accordance with plant
requirements to prevent "sweating" of plants during transit.
Exercise care at all times during handling operations to prevent damage to bark, branches, and root system.
Use a suitable method of handling to insure the careful, workmanlike delivery of heavy balled plants to
preclude cracked plant balls. All balls over 36" diameter are to be platformed.
2.02 Soil Materials:
A. Planting Mix: Planting Mix shall be made up of three (3) parts topsoil and one (1) part peat,
thoroughly mixed by mechanical means. Peat shall be decomposed Canadian peat, with a water
absorption capacity of not less than 30% of its weight when oven dried at 110 degrees centigrade.
Fertilizer shall be thoroughly incorporated in the mix at a rate specified in section 2.04..
B. Topsoil: shall be natural, fertile, agricultural soil, capable of sustaining vigorous plant growth. It
shall be of uniform composition throughout, with admixture of subsoil. It shall be free of stones,
construction gravel, lumps, live plants and their roots, sticks, and other material toxic to plant growth.
Topsoil shall not be used while in a frozen or muddy condition.
Topsoil shall contain the following specified percentages of constituents:
Maximum 30% clay (red clay, well pulverized); clay shall be sterile.
Minimum 5% well -rotted sawdust, leaf mold or other approved partially decomposed
organic matter.
Maximum 50% silt.
Maximum 45% coarse sand free of rock.
Topsoil shall have an acidity range of ph 6.5 to ph 7.0 and shall contain not less than six percent
(6%) organic matter, as determined by loss on ignition of moisture -free samples dried at 65 degrees
centigrade. A sample of the proposed topsoil and planting mix shall be submitted to the Engineer not
less than three working days prior to installation and be approved prior to installation.
2.03 Plant Materials:
Contractor shall coordinate the inspection of plant materials by the Engineer no less than five days prior to
delivery and/or installation on the site. Inspection of plants to be balled and burlapped must be made, and
plants must be approved by the Engineer before they are planted. Inspection shall be for quality, size and
variety only, and shall not in any way impair the right of rejection for failure to meet other requirements
during progress of the work. This inspection will be conducted by a representative of the County at the

68
Contractor's expense.
Supply all plants as specified in plant list as shown on drawings. Plants shall be typical of their species and
variety, have normal growth habits, have well -developed branches, be densely foliated, be vigorous, and have
fibrous root systems. No plants will be accepted unless they show healthy growth and satisfactory foliage
conditions. Plants shall be free from defects and injuries, and shall be certified by the State and Federal
authorities to be free from plant diseases and insect infestations. Size of plants, spread of roots and size of
balls shall be in accordance with "American Standard for Nursery Stock" 260.1-1980 or latest revision, as
published by the American Association of Nurserymen, Inc. Quality shall appreciably exceed these standards.
All plants of each particular variety shall be reasonably uniform in size and configuration, and shall be labeled
with correct plant name and size.
Balled and burlapped plants shall be nursery grown and freshly dug. Nursery grown plants shall have been
transplanted or root pruned at least once in the past three (3) years. No plants showing evidence of "made"
root balls will be accepted. Ball and burlap (B & B) plants with firm, natural balls of earth, of diameter not
less than recommended in the "Tree and Shrub Transplanting Manual", latest revision, and of sufficient depth
to include the fibrous and feeding roots. Plants moved with a ball will not be accepted if the ball is dry,
cracked, or broken before or during planting operations.
Containerized plants shall have a root system sufficient enough in development to hold the soil intact when
removed from the container. The root system shall not be rootbound, a condition where the root system is
dense in mass, excessively intertwined, and has established a circular growth pattern.
All new trees must have straight trunks with a single leader intact, unless multi -stem are specified. Bark shall
be free of abrasions, and all cuts shall be completely callused over. Trees will not be accepted which have had
their branches shortened, leaders cut or which have leaders damaged so that cutting is necessary. Unless
otherwise specified, major deciduous trees shall be free of branches up to five feet (5) from top of ball, well
branched, and have reasonably straight stems.
Labels shall be attached securely to all plants, bundles and containers of plant materials delivered. Plant labels
shall be durable and legible, stating the correct plant name and size in weather -resistant ink or embossed
process lettering. These labels shall be removed by the Contractor after inspection by the Engineer. Plants
shall conform to measurements specified in the plant lists.
2.04 Fertilizer for Trees, Shrubs and Groundcover:
The fertilizer shall be one from the following listed below or equal fertilizer approved by the Engineer.
The fertilizer shall have 50% water insoluble nitrogen. The chlorine content is not to exceed 5%.
FERTILIZER PRODUCT ANALYSIS
Nursery Special
Sta Green Plant Food Co. 12-6-6
APPL. RATE KNOWN VENDOR
2 lbs/100 Sq. Ft.
Byrum Seed Co.
Charlotte, NC
[phone]
Pennington Seed
Columbia, SC
1-800-334-6039
Nursery Special 14-7-7 2 lbs/100 Sq. Ft. Maybank
Fertilizer Corp.

69
Ravel, SC
[phone]
The fertilizer granules are not to come in contact with any vegetative parts of the plant. Fertilizer for trees
shall be at a rate .16 lb. minimum to a .20 lb. maximum nitrogen/inch caliper of tree. Source of nitrogen shall
be Urea Formaldehyde or a similar slow release source approved by the Engineer. In addition to the nitrogen,
the following shall be used, .05 lb. phosphorous and .05 lb. of pot ash per inch caliper:
EXAMPLE OF TREE FERTILIZATION:
1 cup (half pound) of 31-7-7 Analysis Fertilizer or 2 cups (1 pound of 12-6-6 Analysis Fertilizer such
as "Sta-Green Nursery Special" or 1 cup (half pound) of Scotts -Turf builder per inch caliper.
Commercial fertilizer applied at planting time shall be per analysis listed above in which 1/2 of the nitrogen is
slowly available. All fertilizer shall be uniform in composition, dry, free flowing and shall be delivered to the
site in the original unopened container, each bearing the manufacturer's guaranteed analysis. Any fertilizer
which becomes caked or otherwise damaged will not be accepted.
2.05 Mulch (Trees & Planting Beds): Mulch shall consist of hardwood chips and bark. Hardwood chips shall be
1/8 inch nominal thickness with at least 50 percent having an area of not less than 1 square inch, and no piece
greater than 2 inches in diameter shall be acceptable. They shall be free of any hazardous materials.
Contractor shall submit a sample to the Engineer for approval at least five days prior to installation.
At contractors expense, Owner will accept the use of "Metro -mulch". This mulch is available at Compost
Central, which is located at 5631 West Blvd., 588-9070.
2.06 Water: Clean, fresh, and free from harmful substances shall be the Contractor responsibility until final
acceptance.
2.07 Antitranspirant: Wilt-Pruf, by Nursery Specialty Products, Inc., 202 East 47th Street, New York, New York,
or approved equal. Apply according to manufacturer recommendations.
PART 03 - EXECUTION
3.01. Planting Preparation
A. Herbicides: Prior to planting bed preparation, and at least three (3) working days before the planting
of shrubs and trees, the Engineer shall be notified and present on site when the pre -emergent is
applied to the plant beds. The first application of the chemical Dacthal 75 WP, or approved
substitute by the Engineer should be applied per labeled instructions. (See instructions under
Mulching for Application Rate).
B. Plant Protection on Site: Protect plants at all times from sun or drying winds. Plants that cannot be
planted immediately on delivery shall be in the shade, well protected with soil, wet wood chips, or
other acceptable material and shall be kept well watered.
Plants shall not remain implanted for longer than 3 days after delivery. Plants shall not be bound
with wire or rope at any time so as to damage the bark or branches. Plants shall be lifted and handled
using suitable support of the ball to avoid damage to same.

70
3.02
Before plant pits are dug, cover the surrounding turf, if existing, in a manner that will satisfactorily
protect all turfed areas that are to be trucked over, and upon which soil is to be temporarily stacked
pending its removal or reuse. Barricade existing trees, shrubbery and beds that are to be preserved in
a manner that will effectively protect them during planting operations or as specified on the plans.
C. Utilities: Observe proper precautions so as not to disturb or damage existing utilities. Contractor
shall be financially responsible for repair of all damage caused by landscape operations.
Prior to excavations, Contractor shall notify ULOCO @ 1-800-632-4949 to ascertain locations of
electrical cables, conduits, utility lines, oil tanks, supply lines, subsurface drainage, and irrigation
lines, etc. Notify the Engineer should the above mentioned utilities present an obstruction in
locations designated for planting.
Planting Procedure:
A. Locations of Plants: Stake out, on the ground, locations for plants and outlines of areas to be planted,
and obtain approval of the Engineer before installation is begun. A minimum of 30% total planting
must be staked before inspection will be made.
B. Fine Grading of Plant beds: Prior to planting operations, all proposed planting beds shall be tilled to
a depth of 8" until the soil is smooth, friable, and of a uniformly fine texture. Tilling shall be omitted
under the dripline of existing trees. Remove stones and foreign material over one inch in diameter,
and grade for positive drainage to prevent ponding of water. All excavations shall be in accordance
with Typical Planting Detail shown on plans.
C. Detrimental Soil Conditions: Notify the Engineer prior to installation of any soil conditions which
the Contractor considers detrimental to growth of plant material. Proper water drainage must be
assured as follows:
Subsurface Drainage Investi ag tion
1. Required Tests: Contractor shall make percolation tests, as may be necessary to
determine if subsurface drainage conditions in landscape areas are so poor as to
support moisture conditions potentially fatal to plantings. The following
procedure is recommended:
a. Wait at least twenty-four hours after rain and dig test pit twelve inches (12")
square or 13.5" in diameter to depth of bottom of plant bed, trench or pit. Remove
all loose soil (if standing water is visible, notify the project representative.
b. Quickly fill pit bottom with six inches (6"), approximately 3'/4 gallons of water.
C. Record length of time from filling until disappearance of water and divide the
number of minutes by six (6) to give average time on one inch (I") fall.
d. Compare one inch (1") fall time with the following table:
-1 inch
in 0-3 minutes
-1 inch
in 3-5 minutes
-1 inch
in 5-30 minutes
-1 inch
in 30-60 minutes
-1 inch
in over 60 minutes
indicates rapid absorption
indicates medium absorption
indicates slow absorption
indicates semi -impervious soil
indicates impervious soil

71
d. If soil is indicated to be semi -impervious or impervious, or if water is initially
found in test pit, notify project representative before proceeding further.
e. If contractor does not make test at representative locations of if he plants in areas
shown to have poor drainage without written release from the County, he shall be
liable for any future guaranteed replacements due to subsurface water damage.
g. If contractor makes proper tests and files complete records indicating no semi -
impervious or worse conditions, he will not be held responsible for future
subsurface water damage to work of contract within guarantee period. County or
project representative may supervise testing at any time.
E. Obstructions: If rock, underground construction work, tree roots, or other obstructions are
encountered in the excavation of plant pits, such that plants can not be installed, coordinate with the
Engineer for an alternate planting location.
F. Planting Beds: The extent of the planting bed shall be as indicated on the construction plans. The
planting bed for shrubs, groundcover plants, and trees shall be prepared wide enough to
accommodate all roots without crowding or twisting. The entire planting bed shall contain the
planting mix specified herein to a depth of 8", being tilled prior to planting. Planting mix depth shall
be modified by the Engineer if a fill condition is within the dripline of existing trees.
All planting beds shall have a 4" V-cut trench installed at the perimeter of the planting bed and
adjacent to concrete walks, curbing, and grassed areas. The V-cut trench shall form the bed line
edge. Trench depth and width shall be consistent and uniform throughout. See detail shown on
landscape plans.
G. Backfilling: When partially backfilled and compacted, cut the ball ties, wire basket, etc., and remove
the burlap from the top and side of the root ball, and cut or adjust to prevent the formation of air
pockets. No burlap shall be pulled from under the root ball.
Backfill one-half ('/2) of remaining hole with planting mixture hereinbefore specified, and water
thoroughly. Backfill rest of hole with planting mixture. Firm down, eliminating all air pockets. Do
not pack. Build a four inch (4") high berm around the edge of the root ball to form a basin for
holding water. The bottom of the basin shall be at surrounding finish grade.
Shrubbery and ground covers shall be removed from containers. Set plant materials upright, plumb,
and oriented to give the best appearance or relationship to each other and adjacent structures.
Pits for trees and large shrubs shall be circular in outline and shall have vertical sides and flat
bottoms. The minimum depth and diameter of plant pits shall be as follows:
Diameter — 24" greater than diameter of ball of spread of roots.
Depth — 12" greater than depth of ball or roots. The minimum depth of pits shall be
measured from finished grades. The bottom surface of all pits shall be fissured.
Set plant material 2"-3" above the finish grade. No filling shall be done around actual trunks or
stems of plant material. Backfill around plant root ball to be done with specified planting mixture.
Firm down backfill to eliminate all air pockets. Form 2" high collar around outer perimeter of drip

72
zone of individual plants within planting beds which are not irrigated. Top dress soil with a specified
granulated fertilizer at the recommended rate prior to mulch application. Fertilizer contact with
foliage and plant stem shall be avoided. Should fertilizer come in contact with foliage or stem,
remove immediately.
H. Watering: Containerized plants shall be watered prior to planting so as to provide adequate moisture
to the plant during the planting process.
Thoroughly water all plants immediately after planting. This shall mean full and thorough saturation
of all backfill in the pits and beds during the same day of planting. Apply water only by open-end
hose at a very low pressure to avoid air pockets and injury to the roots. When planted, watered, and
fully settled, the plants shall be vertical and the top of the root ball shall not be below the existing
grade.
Fill basin with water, being careful not to break down berm with hose stream, or to gouge out holes
in the backfill.
I. Pruning: All pruning shall be performed in accordance with American Standard for Nursery Stock
standards. Prune only after initial inspection and approval by the Engineer. Prune in a manner to
preserve natural character of plant and in a manner appropriate to its particular requirement in the
landscape design.
Wrapping and Staking: (a) Promptly after planting, the trunk of all single -stemmed trees of 2 inches
caliper and over shall be wrapped with a commercial tree wrapping product of bituminous
impregnated tape, or approved equal.
Wrap the tree spirally from the groundline to the height of the second branches, overlapping half of
each spiral to form a double wrapping. All wrapping shall be neat and snug, at 2' intervals
wrapping shall be secured with cotton twine or sisal binder twine.
Do not use wire, staples, or nylon cord around the trunk of the tree to secure wrapping. Tie the
wrapping at the top, bottom, and at two -foot intervals along the trunk with twine. Wrap within four
days after planting, but not before the condition of the trunks of the trees has been inspected and
approved by the Engineer. Maintain in place for the entire guarantee period. Wrapping shall be
removed at the 11 month inspection by the Contractor.
(b) Stake all trees 2 to 5 inches in caliper with (3) 2" X 2" X 30" wood stakes per tree.
Stake trees 5" and above with 4 stakes. Stakes shall be driven into undisturbed soil. Place rubber
hose '/2 to 1 inch in diameter, around the tree trunk to prevent damage to bark by supporting rope.
No hose required with nylon strapping.
Use 1/4" sisal rope, 1/4" polypropylene rope, or 1/2" - 3/4" nylon strapping. Contractor shall be
required to check the stakes on a monthly basis and adjust any stakes that have loosened.
K. Mulching Application: Within two (2) days after planting, mulch all planting areas, individual tree
pits, entire shrub and groundcover beds with a 3 inch minimum layer of mulching material.
Prior to mulching, apply Dacthal 75WP preemergent herbicide or approved equal to surface at the
rate of 10 lbs/acre or 1 lb./5000 sq. ft. A second application at 10 lbs/acre or 1 lb./5000 sq. ft. shall
be made after mulching. Application shall not proceed without the presence of a representative of

73
the Engineering Department.
3.03 Relocation of Existina Trees:
A. Scope: Provide materials, equipment, and labor to relocate existing trees from areas to be cleared on
site.
B. Execution: Trees to be relocated shall be as shown on the drawings and specified herein. Trees are
to be relocated in areas staked by the County.
Trees shall be removed with a rootball sized in proportion to their calipers. Rootballs shall be 12" in
diameter for each 1" of tree caliper. Trees 4" in caliper and smaller are to be measured 6" from the
ground. Trees over 4" caliper are to be measured 12" from the ground.
Trees which are to be relocated in areas which do not require grading are to be placed directly into
their new location and installed in accordance with the installation specifications contained herein.
Trees still in leaf when transplanted shall be covered with a tarpaulin while being transported to their
final location.
Trees transplanted off site in full leaf shall be covered entirely with a protective cloth covering prior
to transporting. Trees transplanted on site do not require the covering.
Trees which are to be relocated in areas to be graded are to be stockpiled in an area or areas identified
by the Engineer. Stockpiled trees shall be well heeled in and protected from excessive wind and sun.
Stockpiled trees shall be installed in their final position according to other provisions of
Planting and Related Items. The Contractor shall provide water to maintain a healthy condition.
All transplanted trees will be maintained and guaranteed throughout the project and until its final
acceptance. Replacement trees will be provided by the Contractor at no additional cost to the County
and will be of the same caliper, species, and form. Exceptions for replacement stock from the site
may be made by the Engineer. Payment for this item will be made at the unit price per each for
"Relocation of Trees".
C. Abandoned Plant Pits: When utility lines or other unsuitable subsurface conditions are encountered
in plant pits, the Contractor will coordinate new plant locations with Engineer prior to installation.
The Contractor shall backfill abandoned pits with suitable topsoil to compacted finished grade.
Unsuitable material shall be removed from property by Contractor. These areas shall be seeded as
specified with the seeding specifications.
3.04 Maintenance:
The Contractor is responsible for all maintenance of plants until final acceptance. This includes all watering,
fertilizing, weeding, re -mulching, leaf removal, erosion repair, or other incidental operations necessary to
establish vigorous, healthy plant growth. All plants are to receive the appropriate application of fungicides
and insecticides necessary to maintain plants free from disease and insect activity. Watering of plant materials
will be the responsibility of the Contractor until the final acceptance. The Contractor shall also be responsible
for maintaining all plant beds and individual plants in a weed -free condition until final acceptance.
3.08 Guarantee and Replacement:
The Contractor shall guarantee all plants (trees, shrubs, ground covers, annual flowers) and all other materials

74
and workmanship for a period of twelve (12) months from the date of final acceptance by the County. The
Contractor shall replace any plants that become damaged or injured, or have more than one third dieback, and
any other portion of the project that fails due to faulty materials or workmanship. All plants shall be insect
and/or disease free. Plants damaged by pathogen activity through the warranty period shall be replaced. A six
(6) month and eleven (11) month inspection will be held during the warranty period. Damage prior to final
acceptance shall be the responsibility of the Contractor.
Plant replacements shall be the same species and size as specified in the plant list when plant replacements are
made. Plants, plant soil mix, fertilizer and mulch etc., shall be replaced as originally specified.
As required under this contract, any plant that is dead or not in satisfactory growth, as determined by the
Engineer, shall be removed from the site. It is the contractors responsibility to remove and replace dead plant
materials within five (5) days of notice from Engineer. These and any plants missing, shall be done by
contractor during the normal planting season. All replacement plantings shall have an extended warranty
period of (12) months from the date of replacement. Coordinate inspection scheduling with Engineer.
Contractor shall be responsible to water new landscape plantings excluding lawn areas during the one year
guarantee period. Water shall be sufficient enough to keep plants in a living condition.
3.09 Cleanup:
During the installation, the Contractor will be required to keep all areas clean.
At the time of final inspection of work and before issuance of the final payment, the Contractor shall clean
paved areas thoroughly by sweeping and/or washing. Any damage, defacements or stains caused by the work
of this Section shall be removed.
The Contractor shall remove construction equipment, excess materials, tools, and all debris and rubbish from
the site.
All dirt and debris caused by landscape operations shall be disposed of by the Contractor.
3.10 Final Acceptance:
Upon completion of all planting operations, including cleanup, the Contractor shall notify the Engineer and
accompany him or her on inspection of planting. Any items found to be unsatisfactory shall be corrected prior
to approval for final acceptance. The one-year guarantee period shall start at the date of final acceptance.
At the end of the one year guarantee period, and upon written notice submitted by the Contractor at least ten
days before the anticipated date, an inspection will be made by the Engineer and the Contractor. At this one
year inspection, the Contractor shall remove all guys, guy collars, and guy stakes from all guyed plants.
END OF SECTION

75
SECTION 32 92 00 - TURF & GRASSES
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Provide all materials, equipment, and labor required to prepared soil, fertilizer, and other soil
amendments specified, seed and mulch or sod all lawn areas indicated on plans, to establish
seeded and/or sodden lawn as specified herein.
B. Maintain seeded and sodden lawn areas until final acceptance.
C. This Specification does not apply to the disposal sites. See Specification 02920.
1.02 RELATED WORK
A. Section 32 93 00 - Planting.
1.03 DEFINITIONS
A. Weeds: Includes Dandelion, Jimsonweed, Quachgrass, Horsetail, Morning Glory, Rush
Grass, Mustard, Lambquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass,
Poison Oak, Blackberry, tansy Ragwort, Bermuda Grass, Johnson Grass, Poison Ivy, Nut
Sedge, Numble Will, Bindweed, Bent Grass, Wild Garlic Perrenial Sorrel, and Brome Grass.
1.04 QUALITY ASSURANCE
A. Do not make substitutions unless approved by Owner's Representative. If specified landscape
material is not obtainable, submit proposal for use of equivalent material.
B. Provide seed mixture in container showing percentage of seed mix, year of production, net
weight, date of packaging, and location of packaging.
C. Sod: Minimum age of 18 months, with root development that will support its own weight,
without tearing, when suspended vertically.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Deliver grass seed mixture in original sealed containers. Seed in damaged packaging is not
acceptable.
B. Deliver fertilizer in waterproof bags showing weight, chemical analysis, and name of
manufacturer.
C. Store seed and fertilizer in manner to prevent wetting and deterioration.
D. Deliver sod on pallets. Do not deliver more sod than can be laid in 24 hours.
1.06 COORDINATION
A. Coordinate the work of the Section with installation of underground sprinkler system piping
and watering heads and installation of trees, shrubs, and ground covers.

76
1.07 PROJECT CONDITIONS
A. Protect existing utilities, paving, and other facilities from damage caused by seeding and
sodding operations.
B. Restrict traffic from lawn areas until grass is established. Erect signs and barriers as
necessary.
1.08 WARRANTY
A. Provide a uniform stand of grass by mowing and maintaining seeded and sodden areas until
final acceptance. Areas which fail to provide a uniform stand of grass shall be re -sodden
with specified materials until all affected areas are accepted by Owner's Representative.
PART 2 - PRODUCTS
2.01 SEED MIXTURE
A. 100% Rebel II Hybrid Fescue, or Hybrid Fescue with Jaguar, Falcon, and Rebel Fescues.
2.02 SOD
A. Nursery grown, pasture sod. Provide well rooted healthy sod, free of diseases, nematodes,
and soil borne insects. Provide sod uniform in color, leaf texture, density; free from weeds,
undesirable grasses, stones, roots, thatch, and other extraneous matter; viable and capable of
growth and development when planted. Furnish sod machine stripped and of supplier's
standard width, length, and thickness; uniformly 1" - 1-1/2" thick with clean cut edges. Mow
sod before stripping.
B. Grass Type: Rebel Hybrid Fescue, or approved equal.
2.03 ACCESSORIES
A. Straw mulch: Clean oat or wheat straw well seasoned before bailing, free from mature
seed -bearing stalks or roots.
B. Fertilizer: Recommended for grass, with fifty percent of the elements derived from organic
sources to the following proportions: Nitrogen 10 percent, phosphoric acid 10 percent,
soluble potash 10 percent.
C. Water: Clean, fresh, and free of substances or matter which could inhabit vigorous growth of
grass.
D. Erosion Fabric: Jute matting, open weave, or other as specified in plans or approved by
Landscape Architect.
E. Ground limestone: Containing not less than 85% of total carbonates and ground to such
fineness that 50% will pass through a 100 mesh sieve and 90% will pass through twenty
mesh sieve.
F. Sod Anchors: Softwood of sufficient size and length to ensure anchorage to slope, or other
as approved by Landscape Architect.

77
PART 3 - EXECUTION
3.01 INSPECTION
A. Verify that prepared soil base is ready to receive the work of this Section.
B. Beginning of installation means acceptance of existing site conditions.
3.02 PREPARATION
A. Ensure that fine grading is completed.
B. Scarify topsoil of lawn area to be seeded to a minimum depth of 4". Remove all stones,
sticks, roots, rubbish, and extraneous vegetable and foreign non -organic materials.
C. Grade to eliminate rough, low, or soft areas, to ensure positive drainage and to create a
smooth, even surface free of stones or soil clods over 1-1/2" in diameter.
3.03 FERTILIZING AND LIMING
A. Apply lime at a rate of 2 tons/acre.
B. Apply fertilizer at a rate 1000 lbs/acre.
C. Apply superphosphate at a rate of 500 lbs/acre.
D. Apply after smooth raking of topsoil.
E. Apply fertilizers by mechanical rotary or drop type distributor, thoroughly and evenly
incorporated with soil, to a depth of two to four inches.
F. Restore prepared area to a fine grade prior to applying seed.
3.04 SEEDING
A. Seed immediately after preparation of bed.
B. Seed indicted areas within contract limits and areas adjoining contract limits disturbed as a
result of construction operations.
C. Seed when soil is dry and when winds do not exceed five miles per hour velocity.
D. Acceptable application methods:
1. Apply seed with rotary or drop type distributor. Install evenly by sowing equal
quantities in two (2) directions, at right angles to each other.
2. Apply with hydroseeding machine.
E. Sow grass seed at rate of 5 lbs/1000 square feet.
F. After seeding, lightly rake and roll seed into top 1/8 inch of top soil, if applied by rotary or
Drop spreader.
3

7s
3.05 MULCHING
A. Place straw mulch on seeded areas within twenty four hours after seeding.
B. Place straw mulch uniformly in a continuous blanket at the rate of one and one-half * tons
per acre, where hydroseeding method is not used.
C. Tack: All seeded slopes exceeding 3:1 to have asphalt tack applied at the rate of 225
gallons/acre.
3.06 SEED PROTECTION
A. Cover seeded slopes in drainage swales with erosion fabric where required to prevent wash
out of seed. Roll fabric onto slopes without stretching or pulling.
B. Lay fabric smoothly on surface. Provide 12 inch overlap of adjacent rolls.
C. Secure outside edges and overlaps at 36 inch intervals with stakes.
D. Lightly dress slopes with topsoil to ensure close contact between fabric and soil.
3.07 LAYING SOD
A. Moisten prepared surface immediately prior to laying sod.
B. Lay sod within (24) hours after harvesting to prevent deterioration.
C. Lay sod tight with no open joints visible, and no overlapping; stagger end joints 12 inches
minimum. Do not stretch or overlap sod pieces. Install in straight rows, except when lining
adjacent plant beds.
D. Lay smooth. Place top elevation of sod flush with adjoining paving.
E. Securely anchor in place with sod anchors when slopes are greater than 3:1 or in areas of
swales or drainage ditches which are prone to runoff.
F. Water sodden areas immediately after installation. Saturate sod to (4) inches.
G. After sod and soil have dried, roll sodden areas to ensure good bond between sod and soil
and to remove minor depressions and irregularities.
3.08 MAINTENANCE
A. Maintain seeded and sodden lawns until completion and acceptance of the lawn areas by
the Owner.
B. Maintain seeded areas including spot weeding, application of herbicides, fungicides,
insecticides, and re -seeding until a fill, uniform stand of grass, free from weeds, undesirable
grass species, diseases and insects is achieved and accepted by the Owner's Representative.
Repair, re -work, and re -seed all areas that have washed out, are eroded, or do not
germinate.

79
2. Mow fescue lawn areas as soon as lawn top growth reaches three inches in height.
Cut back to two inches in height.
3. After first mowing of grass, and substantial coverage is achieved (at least 85%),
responsibility for mowing shall become the Owner's. However, mowing by Owner
does not indicate acceptance and seeded areas shall not be accepted until coverage
requirements are met.
4. Temporary seeding for erosion control during early stages of construction shall be
maintained entirely by contractor.
C. Maintain sodden areas including watering, spot weeding, mowing, application of herbicides,
fungicides, insecticides, and re -sodding until a full uniform stand of grass, free of weeds,
undesirable grass species, diseases and insects is achieved and accepted by the Owner's
Representative.
Water sod thoroughly every two to three days to establish proper rooting.
2. Repair, re -work, and re -sod all areas that have washed out or are eroded, or show
deterioration or bare spots.
3. Mow fescue lawn areas as soon as top growth reaches three inches. Cut back to
two inches and maintain.
4. Mow fescue grass at regular intervals to maintain at a maximum height of 2-1/2".
Do not cut more than 1/3 of grass at one mowing.
3.09 CLEANING
A. Perform cleaning during installation of work and upon completion of the work. Remove
from site, all excess materials, debris, and equipment.
3.10 ACCEPTANCE
A. Seeded areas shall be inspected by Owner's representative and shall not be accepted until
lawns are free of bare spots over one sq. ft. or unacceptable coverage totaling more than 2%
of individual area.
B. Sodden areas shall be inspected by Owner's Representative and shall not be accepted until
sod is full, uniform, and rooted in place.
C. Upon acceptance, the Owner will assume all lawn maintenance.
END OF SECTION

80
SECTION 32 92 00
SUB -SECTION 32 9219 - SEEDING
PART 01 - GENERAL
1.01 Related Documents
The General Provisions of the Contract, including General and Supplementary Conditions and General
Requirements, apply to the work specified in this Section.
1.02 Description of Work:
The work in this section is the furnishing and installation of turf.
1.03 Work Included in This Section:
Seeding of new lawn areas.
Seeding for the disposal areas have a different specification.
1.04 Related Work Specified Elsewhere:
Planting (32 93 00)
1.05 Substitutions:
The species or varieties, materials, or products specified herein by botanical and common name, shall be
provided as specified. Substitutions will be permitted only upon written application by the Contractor to the
Engineer, and when approved by said Engineer in writing. Request for permission to substitute will not be
entertained unless adequate evidence substantiating the unavailability of the specified item accompanies the
request for substitution.
PART 02 - PRODUCTS
2.01 Shipment and Deliver
Promptly notify the Engineer in advance, when the seed, fertilizer, and soil amendments is to be delivered and
the manner of shipment.
Furnish therewith an itemized list of the actual quantities. Materials shall be delivered to the site in sealed
standard size containers, showing weight, analysis, name of vendor, and germination test. Materials which
have become wet, moldy, or otherwise damaged will not be acceptable. Deliver the necessary inspection
certificates to accompany each seed, fertilizer, and soil amendment bag.
When shipment is made by truck, pack all materials to provide adequate protection against climate and
breakage during transit.
When shipment is made by rail, pack boxcars carefully and adequately ventilate materials to prevent
"sweating" of materials during transit.
Use a suitable method to handle to insure careful, workmanlike delivery of materials.
2.02 Soil Materials
A. Planting Mix: Planting mix shall be made up of three (3) parts topsoil and one (1) part peat,
thoroughly mixed by mechanical means. Peat shall be decomposed Canadian peat, with a water
absorption capacity of not less than 30% of its weight when oven dried at 110 degrees centigrade.

81
Fertilizer shall be thoroughly incorporated in the mix at a rate specified herein.
B. Topsoil: Shall be natural, fertile, agricultural soil, capable of sustaining vigorous turf growth. It shall
be of uniform composition throughout, with admixture of subsoil. It shall be free of stones, lumps,
live plants, roots, sticks, and any other material toxic to plant growth. Topsoil shall not be installed
while in a frozen or muddy condition.
C. Topsoil shall contain the following specified percentages of constituents:
Maximum 30% clay (red clay, well pulverized); clay shall be sterile
Minimum 5% well -rotted sawdust, leaf mold or other approved partially decomposed
organic matter.
Maximum 50% silt.
Maximum 45% coarse sand free of rock
Topsoil shall have an acidity range of ph 6.5 to 7.0 and shall contain not less than six percent (6%)
organic matter, as determined by loss on ignition of moisture free samples dried at 65 degrees
centigrade.
A sample of the proposed topsoil and planting mix shall be submitted to the Engineer three working
days prior to installation and be approved prior to installation.
2.03 Fertilizer:
Lime shall be ground limestone (Dolomite) containing
not less than 85% total carbonates
and shall be ground
to such fineness that 50% will
pass through a 100-mesh
sieve and 90% will pass through a
20 mesh sieve.
The following is a list of acceptable starter fertilizer for
new lawn:
FERTILIZER PRODUCT
ANALYSIS
APPL.RATE
VENDOR
Country Club Turf
13-25-12
340 lbs./acre or
Smith
Turf &
Products
8 lbs/1000 ft.
Irrigation (STI)
Lebanon Chemical Corp.
Charlotte, NC
Scotts Proturf
20-26-6
220 lbs./acre or
Jim Tosco
O.M. Scott & Sons
5 lbs/1000 sq. ft.
Lexington, NC
Eastern Plant Food Co.
18-24-10
250 lbs./acre or
Local
Garden
6 lbs./1000 sq. ft.
Center
Sta-Green
18-24-10
250 lbs./acre or
Local
Garden
6 lbs./1000 sq. ft.
Center
Sta-Green Plant Food Co.
250 lbs./acre or
Sta-Green
6 lbs./1000 sq. ft.
Sylacauga, AL

82
Or equal fertilizer approved by the Engineer.
Commercial fertilizer applied at seeding time shall be per analysis listed above in which '/2 of the nitrogen is
slowly available. All fertilizer shall be uniform in composition, dry, free flowing and shall be delivered to
the site in the original unopened container, each bearing the manufacturer's guaranteed analysis. Any
fertilizer becoming caked or damaged will not be accepted.
2.04 Seed: Grass seed shall be a drought resistant tall fescue, unless specified otherwise on the plant list. New
varieties will be considered for review. Seed shall have a 97% minimum purity and 85% minimum
germination, and be free of noxious weed seeds, as certified by the North Carolina Co-op Improvement
Association or its approved equivalent by the Engineer.
2.05 Water: Clean, fresh, and free from harmful substances shall be provided by contractor. Water turf thoroughly
until final acceptance of project. Contractor shall verify with owner if an existing irrigation system is
available to meet watering requirements listed below. Contractor shall utilize existing irrigation system if
available. In the event an on -site water source is not available the contractor shall provide water until final
acceptance of project at the rate specified below.
Provide water to new turf areas as follows:
0-14 days
170 gallons/1,000 s.f. every day
15-28 days
225 gallons/1,000 s.f. every other day
29-42 days
340 gallons/1,000 s.f. every three days
43-84 days
680 gallons/1,000 s.f. once per week
After 84 days
As needed to maintain acceptable turf
In the event the project is accepted prior to the watering requirements being fulfilled, the contractor will be
required to provide water until the turf is established.
2.06 Mulch: Lawn mulch shall be cleaned threshed wheat or oat straw from the latest available harvest crop and
shall be free of noxious weed seeds and foreign materials.
2.07 Tack Coat: Shall be an asphaltic emulsion tack coat applied sufficiently over the mulch to prevent
displacement.
PART 03 — EXECUTION
3.01 Turf Bed Preparation: The contractor shall take representative samples of existing soil conditions where turf is
to be installed and have soil tested by a qualified soils testing lab. Test results shall be submitted to owner for
review, and soil deficiencies corrected by the contractor. Any re -testing cost shall be at the contractor's
expense.
3.02 Fine rg ading of Seedbed: Unless otherwise approved by the Engineer, all other site work required by this
contract shall be complete and in place before grassing operations are begun. Work may be completed in parts
if so requested by the contractor and approved by the Engineer. Prior to planting operations, all proposed turf
areas shall be scarified to 8" depth and pulverized until the surface is smooth, friable, and of a uniformly fine
texture. Remove stones and foreign material over one inch in diameter, and grade for positive drainage as
required to prevent ponding of water.
Lime shall be broadcast and worked into the soil at all areas at the rate dictated by the soil test. Provide a PH
level in the range of 6.5-7.0.

83
3.03 Lawn Operations: Seed, fertilizer, and lime may be applied with a mechanical hand spreader in two (2)
successive sowings with the second perpendicular to the first. The rate of each sowing shall be '/2 the total
seed rate specified. Immediately after seeding, all lawn areas shall be lightly rolled. If slope is to excessive
then seed shall be raked into top '/4" of soil. Seed shall be installed uniformly over the entire area at the rates
listed below:
Type of Seed Date Rate
Tall Fescue September 15 — November 1 10 lbs./1000 sf
February 15 — April 15
Written requests for a variance must be approved by the Engineer.
After seeding installation apply fertilizer, mulch, tack, and water as specified herein.
3.04 Hydroseeding:
A. Hydraulic Mulching: Hydraulic mulching shall consist or the mixing of wood fiber mulch, grass
seed, fertilizer, and/or other additives with water. It shall be mixed in standard hydraulic mulching
equipment to form homogeneous slurry. This slurry shall be sprayed, under pressure, uniformly over
the soil surface at the material application rate recommended by the manufacturer. The hydraulic
mulching equipment shall contain a continuous agitation system that keeps all materials in uniform
suspension throughout mixing and distribution cycle.
B. Application: Using standard hydraulic mulching equipment, the wood fiber mulch, seed and fertilizer
slurry shall be applied as listed below evenly over the soil surface in a one step operation.
Slope Mulch Application Rate
Less than 3:1 1,500 lbs./acre (minimum rate)
3:1— 2:1 2,000 lbs./acre
2:1 or greater 2,500 lbs./acre
Any areas susceptible to erosion or drought shall receive the maximum application rate.
The mulch material shall consist of virgin wood fibers manufactured expressly from whole wood
chips. The chips shall be processed in such manner as to contain no growth or germination inhibiting
factors. Fibers shall not be produced from recycled material such as sawdust, paper, cardboard, or
residue from pulp and paper plants.
The wood cellulose fibers of the mulch must maintain uniform suspension in water under agitation.
Upon application, the mulch material shall form a blotter like mat covering the ground. This mat
shall have the characteristics of moisture absorption and percolation and shall cover and hold grass
seed in contact with the soil.
The wood fiber mulch shall conform to the following specifications:
Moisture content: 10.0%, +/-3.0%
Organic matter (wood fiber): 99.2%, +/- 0.8% oven dried basis
Ash content: 0.8%, +/-0.2%
PH 4.8%, +/-0.5%

84
Water holding capacity (min.) 1,000
(grams of water/100 grams of fiber)
After installation apply water as specified herin.
3.05 Maintenance: The contractor is immediately responsible for all maintenance of turf until final acceptance.
This includes all necessary watering, fertilizing, mowing, trimming, pruning, leaf removal, and any necessary
weed control. Also, this includes any erosion repair, reseeding, and incidental operations necessary to
establish a vigorous, healthy and uniform stand of grass. All areas which fail to show a uniform stand of grass
for any reason shall be treated repeatedly until a uniform stand of at least 90% coverage is attained with no
bare areas greater than five square feet.
Grass mowing operations shall be done by the contractor until final acceptance of work. Mowing shall be
done only when the grass is dry. Mowing of fescue shall take place whenever grass height is 6", and shall be
cut to a height of 3 ''/2". Mowing of Bermuda grass shall take place whenever grass height is 4", and shall be
cut to a height of 2".
When directed by the Engineer, contractor shall top -dress turf areas as described in Section 886 of NCDOT
Standard Specifications for Roads and Structures.
3.06 Guarantee: The contractor shall guarantee all new turf area materials and workmanship for a period of
twelve(12) months from the date of final acceptance by the owner. Damage prior to final acceptance is the
contractor's responsibility. Turf replacements shall be as specified here in.
3.07 Clean -Up: During installation, the contractor shall be required to keep all areas cleaned. Any defacements,
stains, dirt, debris, or other trash caused by landscape operations shall be disposed by contractor. The
contractor shall remove construction equipment, excess materials, tools, and all other debris and rubbish
from the site.
3.08 Final Acceptance: Upon completion of planting operations, including clean-up, the contractor shall notify the
Engineer for inspection of work. Any items found to be unsatisfactory shall be corrected. The one year
guarantee period begins at the date of final acceptance.
END OF SECTION

Appendix I
Engineering Calculations
- Hydraulic & Pollutant Loading Rate
- Tank Equipment Size
- Total & Effective Storage
TDH for Pump
Tank Buoyancy
Max Precipitation & Annual Loading
5 Day Storage: Auxiliary Power Not Required
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Project Name: Apache Road
Facility Address: Apache Road and West Ranch Road, Winnabow, NC 28479
County: Brunswick
Prepared by: Nicholas P. Howell - Land Management Group a Davey Company
Project Design Flow = 360 gal/day
# of Bedrooms
Required Flow
2 bedrooms
240 gal/day
3 bedrooms
360 gal/day
4 bedrooms
480 gal/day
5 bedrooms
600 gal/day
6 bedrooms
720 gal/day
SFR-LRW 9-08

Project Name: Apache Road
Location of Temperature Data: Wilmington International Airport
Starting Year of Data Record: 1989
Ending Year of Data Record: 2018
Period of Record (years): 30
Source of Data: NRCS AgACIS WETS Table http://agacis.rcc-acis.org
Site Latitude (degrees) 34.08 within range
Calculated PET: 37.35 inches
Mean Monthly
Temperature
(degrees F)
Daylight
Hours 112
Heat Index
Calculated
PET
(inches)
January
46.8
0.88
2.12
0.49
February
49.2
0.85
2.67
0.64
March
55.1
1.03
4.17
1.36
April
63.4
1.09
6.63
2.59
May
70.8
1.20
9.14
4.30
June
78.1
1.20
11.86
5.97
July
81.2
1.22
13.09
6.89
August
79.7
1.16
12.49
6.13
September
75.1
1.03
10.71
4.50
October
65.5
0.97
7.31
2.62
November
56.0
0.87
4.41
1.23
December
49.3
0.86
2.69
0.65
Total =
87.30
37.35
SFR-LRW 9-08

Project Name: Apache Road
Location of Precipitation Data: Wilmington International Airport
Starting Year of Data Record: 1989
Ending Year of Data Record: 2018
Period of Record (years): 30
Source of Data: NRCS AgACIS WETS Table http://agacis.rcc-acis.org
80th Percentile Annual Precipitation: 58.00
Total =
Mean
Monthly
Precipitation
% of Mean
Annual
Precipitation
Buin
Percentile
Monthly
Precipitation
3.77
6.27
3.64
3.37
5.61
3.25
4.10
6.82
3.96
3.09
5.14
2.98
4.73
7.87
4.57
5.54
9.22
5.35
7.14
11.88
6.89
8.14
13.55
7.86
8.32
13.85
8.03
4.79
7.97
4.62
3.30
5.49
3.19
3.79
6.31
3.66
60.08
100.00
58.00
SFR-LRW 9-08

Project Name: Apache Road
Design Flow = 360 gal/day
SFR Loading Rate Group: SFR-A
Limiting Soil Ksat = 0.140 inch/hour
Drainage Coefficient = 0.070
Drainage Rate = 0.2352
Annual Hydraulic
Loading Rate = 65.20 inchlyr
Irrigation Area = 3,233 square ft
= 0.07421 acres
inch/day (Formula: Kset ' Drainage Coefficient' 24)
Number of
Days in the
Month
PET (in/mo)
Vertical
Drainage
(in/mo)
80th Percentile
Monthly
Precipitation
(in/mo)
Maximum
Allowable
Irrigation
(in/mo)
Maximum
Allowable
Irrigation
(gallons/day)
Maximum
Allowable
Irrigation
(gallons/month)
January
31
0.49
7.29
3.64
4.14
269
8,350
February
28
0.64
6.59
3.25
3.97
286
8,005
March
31
1.36
7.29
3.96
4.69
305
9,456
April
30
2.59
7.06
2.98
6.66
447
13,421
May
31
4.30
7.29
4.57
7.02
456
14,151
June
30
5.97
7.06
5.35
7.68
516
15,477
July
31
6.89
7.29
6.89
7.29
474
14,686
August
31
6.13
7.29
7.86
5.56
362
11,212
September
30
4.50
7.06
8.03
3.52
236
7,093
October
31
2.62
7.29
4.62
5.28
343
10,646
November
30
1.23
7.06
3.19
5.10
343
10,276
December
31
0.65
7.29
3.66
4.28
278
8,627
TOTAL = 365 37.35 85.85 58.00
Formulas: (Max. Allowable Irrigation) = (PET) + (Drainage) - (Precipitation)
SFR Loading Rate
Table
SFR
Maximum Annual
Geometric Mean
Loading
Loading Rate
Ksar Range
Rate
(in/yr)
(in/hr)
Group
Low - High
Low - High
SFR-A
26.0 - 50.0
>0.05
SFR-B
19.5 - 26.0
0.015 - 0.05
SFR-C
13.0-19.5
0.003-0.015
SFR-D
0.0 - 13.0
0.0 - 0.003
Assignment to a SFR Loading Rate Group for each 15A NCAC 02T .0600
permit application shall be determined by the geometric mean of insitu
saturated hydrualic conductivity data collected in the most restrictive
horizon for each soil mapping unit within the irrigation area.
65.20 4316.12 131,400
Required Flow
2 bedrooms
240 gal/day
87,600 gal/yr
3 bedrooms
360 gal/day
131,400 gal/yr
4 bedrooms
480 gal/day
175,200 gal/yr
5 bedrooms
600 gal/day
219,000 gal/yr
6 bedrooms
720 gal/day
1 262,800 gal/yr
Maximum allowable
irrigation: 131,400 gal/yr
The Maximum Allowable Irrigation number must be
greater than or equal to the required flow.
SFR-LRW 9-08

DESIGN SUBMITTAL
Perc-Rite° CalcTool version 3.0
American Manufacturing Company, Inc.
1-800-345-3132 www.americanonsite.com
JOB NAME: DATE:
Waterman Farm WWIS 2/10/2021
OWNER: DESIGNER:
Peggy Waterman GS&E, Inc.
PO Box 16110
Wilmington, NC 28408
SITE ADDRESS:
SIGNATURE:
Apache Road
Bolivia, NC
SELECT ONE
Site Plan Attached: yes
Zone Detail Attached: yes
Model Number Specs: yes
SITE DIRECTIONS:
SYSTEM INFORMATION: (Automatically Computed based on Worksheet)
Effluent Quality : Aerobic: TS-II Total LF Tubing Provided : 2700
Zone Detail : Z 3 5 2 # Bedrooms x 120 : 360
ELECTRICAL REQUIREMENTS:
Pump : 1/2 HP, 115V, 1 PHASE
Control : 15 AMP, 115V, 1 PHASE
Other 777771
SYSTEM MODEL NUMBER: You may use either drop -down list. SELECT ONLY ONE.
Aerobic OR Anaerobic: ASD153-S124: 3 Zone Drip w/ Simplex 2 Filter, 4 Zone Control Panel
Aerobic Only: None
OPTIONS
1. DH-INSKIT225: Insulation & Heater Kit for Large Enclosure (208W)
2. BIOLINE500: Drip Tubing per 500 ft Roll
3. BIOLINE1000: Drip Tubing per 1000 ft Roll
Click link below to access PDF for selected model number.
Contains Installation Instructions, Specifications, & Standard Details
Aerobic Pump Curve
Click link below to access Bill of Materials for selected model number.
AS D 153-S 124
no
0
3
Copyright©, American Manufacturing Company, Inc., 2012 Back to top of page

NORTH CAROLINA WORKSHEET - Dispersal system design worksheet for residential systems.
Select One
You must be able to answer YES to both questions in order to continue.
line
INPUTS
yes
Are supply and return pipes 1"?
yes
Is the lift to the HU <8' and the run to the HU<30' with 1-1/2" pipe?
1
Aerobic: TS-II
Select One: Anaerobic or
ASD15 Units are septic or secondary. Washdown units are secondary or better.
Aerobic?
2
Soil Group IV.
Select One: Soil or Saprolite
Found in column 1 on the Loading Rate Chart. (given by site evaluator)
Group?
Select One
Design quantity of wastewater to disperse. This row equals the total number of
3
360
GPD. Remember to multiply # Bedrooms by 120.
# Bedrooms x 120
4
90
Contour Run Length
Enter the tubing length along contour. If run length is not on table, use the actual
run length. Example: 85 ft.
5
150
Supply LF
Length of supply line between hydraulic unit and farthest zone.
6
8
ift Ft.
1(gpd/fe)
Vertical lift from off level in the pump chamber and highest zone elevation.
Tab over from
rea loading rate required to treat and disperse wastewater. This line is to be
rea
input from Loading Rate Chart.
7
0.065
Soil Group IV.
per code
in Loading Rate
(See Loading Rate Chart)
Chart
8
5538
rea Calculation
Total land area needed to disperse wastewater.
9
2769
Total LF Tubing
Required total linear feet of tubing to treat and disperse wastewater.
30.77
Calculated Runs
Determines number of runs (Total LF / Contour RL). Rounds up to the next
10
whole number. Found on Zone Detail Table.
31
Min. # Runs
Z
L
R
On Zone Detail
ASD 15: 242
Table, cross the
1
next highest Run
Use the ASD 15 Zone Detail Table.
Zone
Length (ft) from
Select zone detail from column with next higher Contour
11
Z
3
5
2
Detail
Input the appropriate
with the row for at
Run Length and with equal or greater #Runs.
Zone Detail # into the
least
You may input your Zone Detail # in the indicated cell next
drop -down list to the
31
to the chart. It will then appear in the second column to the
left.
runs lileft
on this worksheet.
11
30
Actual # Runs
Determined from selected Zone Detail.
12
36
Proposed Spacing (inches)
Based on available area and site condition.
13
90
Down Slop Width (ft)
Calculated from runs and run spacing.
14
8100
Area Calculated (ft)
Calculated from runs, run spacing, and contour run length.
On Lift & Distance
ASD 15: 43
Table,
1You
cross the
Use the ASD 15 Lift & Distance Table.
12
43
Max. Lift
Supply/Return
Allowed
Select which Lift &
150
may input your Lift in the indicated cell next to the
Distance table you
with the column for
5
chart. It will then appear in the second column to the left on
used in the box to the
this worksheet.
left.
laterals
13
2700
LF Provided
Total linear feet of tubing Provided to disperse wastewater.
14
900
LF/Zone
Total linear feet per zone.
YES
Will zone flush?
Reference Lift & Distance Table for pump capacity determined by the length of run
15
to the farthest field and the number of laterals. For 1" supply and return only.
�� '
Residual TDH Available
`In line # 11, Z = # of zones, L = laterals per zone, R = runs per lateral

given by engineer
auto -computed
looked up on tables
user select
OPERATING PARAMETERS
Back to top of Pape
16
360
Peak Gallons per day
Maximum or design gallons per day.
17
216
Average Gallons per day
Average gallons per day. (calculated as 60% of Peak)
18
4.58
Dosing Flow (gpm)
Based on .61 gph per emitter.
19
12.58
Flushing Flow (gpm)
Flow to generate 2 fps at the distal end of each lateral.
20
58.5
Gallons per dose
The zone dose volume is 5 times the volume of the pipe.
21
6.15
Peak Design Doses per day
The total number of zone doses. Individual zone doses is this number divided by
the number of zones.
22
666.6
Run Time (Seconds)
Estimated run time for dose gallons based on filtration capacity, flushing flow, and
dosing rate
Zone
min
This is the rest time at average flow. The rest time is independent of run time.
''
''
23
Default Standard Rest Time
3
120
(60 min. rest = 24 doses per day)
Zone
min
This is the rest time at peak flow. The rest time is independent of run time.
''
''
24
Default Peak Rest Time
3
72
(60 min. rest = 24 doses per day)
Zone
min
(Recommended)
This is the rest time at average flow. The rest time is independent of run time.
''
25
3
390
Calculated Standard Rest
(60 min. rest = 24 doses per day)
Zone
min
(Recommended)
This is the rest time at peak flow. The rest time is independent of run time.
''
26
3
234
Calculated Peak Rest Time
(60 min. rest = 24 doses per day)
Zone
doses/ da
(Recommended)
This is the total number of doses per day independent of the number of zones.
The rest time is independent of run time.
27
3
3.7
Calculated Standard doses
per day
(450 gal. per day / 50 gal per dose = 9 doses per day) for a 2, 3, or 4 zone system.
Zone
doses/ da
(Recommended)
This is the total number of doses per day independent of the number of zones.
The rest time is independent of run time.
11
28
3
6.2
Calculated Peak doses per
day
(450 gal. per day / 50 gal per dose = 9 doses per day) for a 2, 3, or 4 zone system.
Copyright ©, American Manufacturing Company, Inc., 2012 Back to top of Pape

NORTH CAROLINA
LOADING RATE CHART
For AMERICAN Perc-Rite° Drip Systems
Instructions: Find the cell where the highlited row and column intersect. Then type that number in the
indicated cell to the right of the table.
System sizing:
a. The following table shall be used in determining the long-term acceptance rate (LTAR) for
the American Perc-Rite® Subsurface Drip System. The LTAR shall be based on the most
hydraulically limiting soil horizon within 18 inches of the naturally occuring ground surface
or to a depth of one foot below drip tubing, whichever is deeper.
Soil Textural Classes
Soil Textural Classes
LTAR area basis d/ft2
Aerobic
Soil Group
(USDA Classification)
(USDA Classification)
Anaerobic
NSF-40
TS-1
TS51
Sands (with S or PS
Sand
I.
structure and clay
Loamy Sand
1.0 - 0.6
1.2 - 0.8
1.5 - 0.8
0.6-0.4
mineralogy)
Coarse Loams (with S
Sandy Loam
II.
or PS structure and clay
0.6-0.4
0.8 - 0.5
0.8 - 0.6
0.4 - 0.3
mineralogy)
Loam
Sandy Clay Loam
Fine Loams (with S or
Loam
III.
PS structure and clay
Silt Loam
0.4 - 0.15
0.6 - 0.2
0.6 - 0.2
0.3 - 0.15
mineralogy)
Clay Loam
Silty Clay Loam
Silt
Clays (with S or PS
Sandy Clay
IV.
structure and clay
Silty Clay
0.15 - 0.05
0.2 - 0.05
0.2 - 0.05
0.15 - 0.05
mineralogy)
Clay
The long-term acceptance rate for Systems in Soil Groups I and II shall not exceed the mean rate for the applicable soil
group if the initial vertical separation siting criteria or vertical separation distances for trench bottoms specified in rules
.1955(m), 1956 or 1957 have been reduced, based upon the use of an Approved Pressure -Dosed Sand Filter, or Peat Filter,
or comparable Approved Innovative Pretreatment System.
b. The following table shall be used in determining the LTAR for the American Perc-Rite® Subsurface
Drip Systems installed in saprolite pursuant to Rule .1956(6). The LTAR shall be based on the most
hydraulically limiting, natually occuring saprolite to a depth of two feet below the drip tubing.
Saprolite
Saprolite
LTAR (area basis) (gpd/ft2)
Saprolite Group
Aerobic
Textural Classes
Textural Classes
Anaerobic
NSF-40
TS-I
TS-II
I.
Sands
Sand
0.5 - 0.4
0.6 - 0.4
0.6 - 0.4
0.4 - 0.3
Loamy Sand
0.4-0.3
0.5-0.3
0.5-0.3
0.35-0.25

Sandy Loam
0.35 - 0.25
0.4 - 0.25
0.4 - 0.25
0.3 - 0.2
II.
Loams
Loam
0.25-0.2
0.3-0.2
0.3-0.2
0.2-0.01
Silt Loam
0.1 -0.05
0.15 - 0.05
0.15 - 0.05
0.1 -0.05
III.
Sandy Clay Loam
0.1 -0.05
0.15 - 0.05
0.15 - 0.05
0.1 -0.05
c. In calculating the number of square feet for the drainfield, the design daily sewage flow rate
shall be divided by the long-term acceptance rate determined from the appropriate table
above.
d. In calculating the minimum length of drip tubing to be used, the total square footage of
drainfield shall be divided by two feet.
Back to top of page

ASD 15 PERC-RITE" ZONE DETAIL TABLE - AEROBIC OR ANAEROBIC
15 GPM AUTOMATIC DRIP SYSTEMS: 24" EMITTER SPACING
R1NLGTH
50
75
100
125
150
200
2z5
250
300
�RlN
ZD
LF
ZD
LF
ZD
LF
ZD
LF
ZD
LF
ZD
LF
ZD
LF
ZD
LF
ZD
LF
Z121
400
Z121
450
Z121
500
Z121
600
3
Z131
450
Z131
600
Z131
675
Z131
750
Z131
900
4
Z122
400
Z122
500
Z122
600
Z141
800
Z141
900
Z141
1000
Z141
1200
Z141 400
Z141 500
Z141 600
Z221 800
Z221 900
Z221 1000
Z221
1200
5
Z151
500
Z151
625
Z151
750
Z151
1000
Z151
1125
6
Z123
450
Z123
600
Z132
750
Z132
90T
Z231
1200
Z231
1350
Z231
1500
Z231
1800
Z132 450
Z132 600
Z231 900
Z321
1800
7
8
Z124
400
Z124
600
Z142
800
Z142
1000
Z142
1200
Z241
1600
Z241
1800
Z241
2000
Z241
2400
Z142 400
Z142 600
Z222 800
Z222 1000
Z222 1200
Z241 800
Z241 1000
Z241 1200
9
Z133
450
Z133
675
Z133
900
Z331
1800
Z331
2025
Z331
2250
Z331
2700
10
Z125
500
Z152
750
Z251
1000
Z251
1250
Z251
1500
Z251
2000
Z251
2250
Z152 500
11
12
Z126
600
Z134
900
Z143
1200
Z232
1500
Z232
1800
Z341
2400
Z341
2700
Z341
3000
Z341
3600
Z134 600
Z143 900
Z223 1200
Z322 1800
Z431 2400
Z431 2700
Z431 3000
Z431
3600
Z143 600
Z223 900
Z232 1200
Z232 900
13
14
Z271
1400
15
Z135
750
Z351
1875
Z351
2250
Z351
3000
Z351
3375
Z153 750
16
Z144
800
Z144
1200
Z242
1600
Z242
2000
Z242
2400
Z441
3200
Z441
3600
Z441
4000
Z441
4800
Z224 800
Z224 1200
Z422 2400
Z242 800
Z242 1200
17
18
Z136
900
Z233
1350
Z233
1800
Z332
2250
Z332
2700
Z233 900
Z323 1800
19
20
Z145
1000
Z252
1500
Z252
2000
Z451
2500
Z451
3000
Z451
4000
Z451
4500
Z225 1000
Z252 1000
21
Z371
2100
22
23
24
Z146
1200
Z234
1800
Z243
2400
Z342
3000
Z342
3600
Z226 1200
Z324 1800
Z342 2400
Z432 3000
Z432 3600
Z234 1200
Z423 2400
Z243 1200
25
26
27
Z333
2025
Z333
2700
28
Z272
1400
Z471
2800
29
30
Z235
1500
Z253
2250
Z352
3000
Z253 1500
Z352 2250
31
32
Z244
1600
Z244
2400
Z442
3200
Z442
4000
Z442
4800
Z424 2400
33
34
35
36
Z236
1800
Z334
2700
Z343
3600
Z326 1800
Z334 2700
Z433 3600
37
38
39
40
Z245
2000
Z452
3000
Z452
4000
Z254 2000
41
42
Z372
2100
43
44
45
Z335
225
Z353
3375
46
47
48
Z246
2400
Z344
3600
Z443
4800
Z344 2400
Z434 3600
Zone Detail Nomenclature:
First number = # of zones
Second number= laterals per zone
Third number= runs per lateral
Example: Z234 = 2 Zones, 3 laterals per zone, 4 runs per lateral

15 GPM LIFT & DISTANCE TABLE
1
Longest
supply
Manifold
Length
LATERALS
2
3
4
5
6
7
feet
300'
300'
300'
240'
165'
100'
2
3
100
75
65
52
51
55
54
4
150
73
61
46
43
47
45
5
200
71
58
40
35
38
36
6
250
69
54
33
28
29
26
7
300
67
50
27
20
21
17
8
350
65
47
21
12
12
8
9
400
63
43
15
4
3
10
450
61
40
9
11
500
59
36
3
12
550
57
32
13
600
55
29
14
650
53
25
15
700
51
22
16
750
49
18
17
800
47
14
18
850
45
11
19
900
43
7
20
950
41
4
21
1000
39

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L:\SOILS\2017 SOILS FILES\70-17-015 ---Apache Road, Peggy Waterman\Maps
*Boundaries are approximate and are not meant to be absolute.
Map Source: ArcGIS World Street Map
SCALE 1" = 1 mile
Apache Rd
-:LMG
Brunswick County, NC
LAND MANAGEMENT GROUP
Figure 1
Peggy Waterman
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wwwIrngroup.net
Vicinity Map
September 2019
3805 Wrightsville Avenue
LMG17.015
Wilmington, NC 28403
Phone:[phone] Fax:[phone]

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L:\SOILS\2017 SOILS FILES\70-17-015 ---Apache Road, Peggy Waterman\Maps
*Boundaries are approximate and are not meant to be absolute.
Map Source: ILISGS Funston Quadrangle 7.5 minute SCALE 1 ° = 400'
Apache Rd tLMG
Brunswick County, NC LAND MANAGEME14T GROUP
, war"I COMMY, Figure 2
Peggy Waterman www.lmgroup.net USGS Topographic Map
September 2019 3805 Wrightsville Avenue
LMG17.015 Wilmington, NC 28403
Phone:[phone] Fax:[phone]

L:\SOILS\2017 SOILS FILES\70-17-015 ---Apache Road, Peggy Waterman\Maps
*Boundaries are approximate and are not meant to be absolute.
Map Source: 2014 NCDOT LiDAR data
SCALE 1" = 200'
Apache Rd
4LMG
Brunswick County, NC
LAND MANAGEMENT GROUP
Figure 3
Peggy Waterman
www.lmgroup.net
UDAR map
September 2019
3805 Wrightsville Avenue
LMG17.015
Wilmington, NC 28403
Phone:[phone] Fax:[phone]

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Legend
Mu: Murville mucky fine sand
Lo: Leon fine sand
L:\SOILS\2017 SOILS FILES\70-17-015 ---Apache Road, Peggy Waterman\Maps
*Boundaries are approximate and are not meant to be absolute.
Map Source: GIS Soils Data SCALE 1 ° = 400'
Apache Rd 4LMG
Brunswick County, NC LAND MANAGLMENTGROUP Figure 4
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Peggy Waterman www.im�p.net USDA NRCS Soils Map
September 2019 3805 Wrightsville Avenue
LMG17.015 Wilmington, NC 28403
Phone:[phone] Fax:[phone]

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L:\SOILS\2017 SOILS FILES\70-17-015 ---Apache Road, Peggy Waterman\Maps
*Boundaries are approximate and are not meant to be absolute.
Map Source: 1998 NAPP Aerial Photography SCALE 1" = 400'
Apache Rd 4LMG
Brunswick County, NC LAND MANACLM@NSGROUP Figure 5
Peggy Waterman ww I��p >• 1998 Aerial Photograph
September 2019 3805 Wrightsville Avenue
LMG17.015 Wilmington, NC 28403
Phone:[phone] Fax:[phone]

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L:\SOILS\2017 SOILS FILES\70-17-015 ---Apache Road, Peggy Waterman\Maps
*Boundaries are approximate and are not meant to be absolute.
Map Source: 2016 C One Map Imagery SCALE 1" = 400'
Apache Rd 4LMG
Brunswick County, NC LAND MA14AGEMENT GROUP Figure 6
a p.net Aw"11! Per
Peggy Waterman www.lmgrouAerial Photograph
September 2019 3805 Wrightsville Avenue
LMG17.015 Wilmington, NC 28403
Phone:[phone] Fax:[phone]

Tax Parcel Area - 9.97 ac ® Project Area - 6.55 ac
Potential Uplands - 4.83 ac O Soil Boring
Lynn Haven Soil Type • CCHP / Double Ring Test
Aproximate approved Wetlands Boundary (Not a Survey) - 1.66 ac
Muraville Soil Type
® Non -Jurisdictional / Upland dug agriculture pond - 0.2 ac
Area outside of project scope - 3.42 ac
NOTE. This is not a survey. All boundaries and distances are considered approximate. This represents a SCALE 1 " = 150'
preliminary sketch prepared from field notes. LMG's Sketch of delineated areas was approved by the US
Army Corps of Engineers on Sept 12, 2019. Asurvey of the delineated areas should be conducted to
accurately display along with the proposed septic system design plans.
L:\SOILS\2017 SOILS FILES\70-17-015 ---Apache Road, Peggy Waterman\Maps
Map Source: 2016 NC OneMap Imagery
Apache Rd
Brunswick County, NC
Peggy Waterman
September 2019
LMG17.015
iiLMG
LAND MANAGEMENT GROUP
aWMAy
www.imgroup.net
3805 Wrightsville Avenue
Wilmington, NC 28403
Phone:[phone] Fax:[phone]
Nicholas P. Howell LSS
NC LSS #1294
CPSS# 328892
SC Soil Classifer #113
Drawing by N.P.H.
Job #LMG17.015
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Figure 7
Site Testing Map