WQ0040707_Application_20190313

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PROJECT:
Bolkova 3-Bedroom
Wastewater Improvements
at Union Road
Matthews, NC 28104
Scale:1N =1W
Date: 2-15-19
LASH
ENGINEERING
ConeutUng CMI Engineer/Manner
1104 Cindy Carr Drive
Matthme, N.C. 28105
Phone: [phone]
email: mike101aehenginwHng.00m

Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikelLo)LashEn ing eering com
Lash Engineering, Inc.
Boikova Residential 3-Bedroom
Surface Drip Wastewater System
Table of Contents
A. Cover Sheet
Table of Contents
Project Summary
B. 1. Check Requirements
2. Copy of Check for NCDEQ Permit ($60.00)
C. NC.DWR — Checklist & Permit Application SFRWWIS 06-16
D. N/A — No Existing Permit — the land is currently vacant
E. PROPERTY OWNERSHIP
a. Property Ownership information from GIS
b. Survey
F. SOIL EVALUATION
a. Soil Scientist Soils Report (Thompson Environmental)
b. Soil Boring Descriptions
c. Ksat Data Sheets
d. SFR Loading Rate Worksheet
e. Fill Application Plan
G. ENGINEERING PLANS (Sheets 1 — 5 dated 2-13-19) attached.

H. SPECIFICATIONS
1. Product Specifications & Cut -Sheets
a. Norweco State Approval with Sampling Instructions
b. Norweco Cutsheet
c. Norweco Control Panel
d. Norweco Ultra -Violet Light
e. American Neta-Film Tubing
f. American Headworks Unit
g. American Puturb Pump
h. American Control Panel, Duplex with Visual & Audible Alarms
i. Rainbird Rain/Freeze Sensor
j. Shoaf 2,500g Pump Tank
k. Wastewater Facility Specifications
2. Civil Specifications (Site Work)
a. 31 10 00 —Site Clearing
b. 31 20 00 Earthwork & Site Grading
c. 31 22 00 Site Grading
d. 31 22 16 Fine Grading
e. 31 23 16 Rock & Unsuitable Materials
f. 31 25 00 Erosion & Sediment Control
g. 32 31 13 Chain Link Fences & Gates
h. 32 90 00 Planting for Bushes, Trees & Landscaping
i. 32 92 00 Turf & Grasses for Site
j. 32 92 19 Seeding for Site denuded areas
k. 34 71 00 Pit Gravel Trails
I. 02920 Lawns & Grasses (for Disposal Areas)
m. Seed Spec Summary (for Disposal Area)
Engineering Calculations
a. Hydraulic & Pollutant Loading Report (Influent & Effluent)
b. Sizing Criteria & Calculations
c. Total & Effective Storage Calculations
d. Friction & Dynamic Head Calculations
e. Anti -Floatation Calculations
f. Demonstration of Maximum Precipitation & Annual Loading Rates
g. Report for Auxiliary Power
h. Influent -Effluent Results Report
Residuals Management Report
Loading Rate Workbook Water Balance

k. Per -Rite CalcTool — American Manufacturing
J. Site Map
a. GIS Vicinity Map
b. Survey of Property
c. USGS - Site located
K. Operation & Maintenance Plan
a. Owner Wastewater Operation & Maintenance Manual
b. Operator Wastewater Checklist
c. Norweco Owner Manual.
d. Norweco Tank Pumping Instructions
e. American Manufacturing
1. Operation & Maintenance
2. Owner's Manual
L. Operation & Maintenance Agreement
a. SFR WWIS O&M 08-13 — signed
M. County Environmental Health Report
N. Floodway Regulation
a. NC. Surface Water Classification
b. NC. Surface Water Map
c. Property to Floodway Measurement
O. Threatened or Endangered Aquatic Species Documentation
a. Letter from National Foundation
P. No Other Permits Required for the Wastewater Facility

Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikel@LashEn ing eering com
Lash Engineering, Inc.
Project Summary for:
Boikova Residence — 3 bedrooms
Union County, NC.
The project is located at 461 Union Road to the east of Mint Hill, NC in Union
County. The proposed house is a 3-bedroom house and is to be designed at 120
gpd for 360 gpd. There is an adjacent business to the property. This is shown on
the plan and is over 200 feet away so that it doesn't affect this site with any setback
requirements. The tract of land is wooded, light in underbrush and easy to
traverse. The disposal area has not been disturbed and will need to be cleared.
A Surface Drip Wastewater Disposal system is proposed because of the lack of
adequate available subsurface soils. It has an underlayment of heavy clay along
with seasonal high water. The site drains from the back of the property down
toward the road and a culvert to an upland tributary (dry weather) with a very small
watershed (from just above the site). The stormwater from the watershed directly
uphill from the site is diverted away from the disposal area by a proposed ditch that
is to be installed with the wastewater improvements. The Watershed Classification
for this area is "C", within the Yadkin watershed and drains specifically to the Pee
Dee River and is in the upper watershed of Duck Creek.
The Health Department was consulted, and they determined that the site was
unsuitable for a subsurface system. The owner hired an independent Soil Scientist
to make a detailed analysis of the soils on the site. Thompson Environmental
determined that expansive clays were near the existing surface along with a
seasonal high-water table and concurred with the findings of the Health
Department. Thompson Environmental performed additional sampling, boring,
ksat work for the disposal area, performed a stream analysis, water balance, and
coordinated for an Agronomist Evaluation. This report and supporting documents
Page 5

are included in this submittal along with a copy of the Health Department "Denial"
for subsurface.
The system will consist of a new Norweco Singular Green Bio-Kinetic Unit with a
BioFilm Reactor Unit. An Ultraviolet disinfection unit outside the Pump Tank is
used to sterilize the effluent as it is pumped to the disposal site. A simplex Puturb
effluent pump system inside the Pump Tank is recommended for this discharge.
The system utilizes a Norweco Control Panel for the PreTreat units and UV Light
and an American Control Panel for the Pump Tank and Headworks Unit. Each
panel is housed within a NEMA 4X enclosure that is setup for the floats, pumps
and internal monitoring of the system. A programmable micro -logic controller
(PLC) activates the discharge pump through a program that self -adjusts these
operations based on actual wastewater flow into the processor (as monitored by the
PLC). The processor constantly evaluates the water usage and meters out the
effluent discharge to the disposal area at the appropriate interval to assure proper
effluent treatment.
The proposed PreTreat Tanks are made of HDPE and the Pump Tank is made of
precast concrete. Floatation of the tanks is not a factor as the units are being
installed above the road and not subjected to flooding. However, calculations for
floatation are included in this submittal.
Page 6

NC DEQ: Fees
http s: //deq.nc. gov/about/divisions/water-resources/water-resources-permi...
NORTH CAROLI NA
Environmental Quality NC ❑EQ
Fees
General Notes
• Application fees are non-refundable.
• Checks/Money Orders/Electronic Transfers shall be made payable to the North Carolina
Department of Environmental Quality (NCDEQ)
By U.S. Postal Service:
Division of Water Resources- Non -Discharge Branch
1617 Mail Service Center Raleigh, NC 27699-1617
By Courier/Special Delivery:
Division of Water Resources- Non -Discharge Branch
Att: Nathaniel Thornburg- 6th Floor, Office #640D
512 N. Salisbury St. Raleigh, NC 27604
• Changes of Ownership, Minor Modifications, Name Changes, Renewals with Minor
Modifications and Renewals without modification do not require an application fee.
• Annual and Application fees are established in G.S. 143-215.3D
(http://www.ncleg.net/EnactedLegislation/Statutes/HTML/BySection/Chapter_143/GS_143-215.3D.htm1)
• Annual fees for municipalities and industries may be paid using ePayment. (/about/divisions
/water-resources/water-resources- Perm its/wq-epayments)
Annual
Non -Discharge Activity Annual Fee
Closed -Loop Recycle $360
Non -Discharge Major $1,310
Page 7
1 of 4 2/11/2019, 3:56 PM

NC DEQ: Fees
Non -Discharge Activity
http s: //deq.nc. gov/about/divisions/water-resources/water-resources-p ermi...
Annual Fee
Non -Discharge Minor
Reclaimed Water Distribution Line
Single -Family Residence
Application
Non -Discharge Activity
Closed -Loop Recycle
Non -Discharge Major 2
Non -Discharge Minor 3
Reclaimed Water Distribution Line 4
Single -Family Residence
New Permit
$360
$1,310
$810
$480
$60
M
M
Major Modification 1
$110
$395
$245
N/A
$20
1 - A major modification shall be defined as any permit modification or renewal with modification
that: increases the permitted average daily flow; increases the permitted disposal acreage;
increases the permitted dry tonnage; or includes the addition of new treatment units/processes
not previously permitted.
2 - Wastewater irrigation, high -rate infiltration, other non -discharge wastewater and reclaimed
water facilities with an average daily flow greater than and equal to 10,000 gallons per day
(GPD); Class A residual management systems distributing greater than or equal to 3,000 dry
tons; Class B residual management systems containing greater than or equal to 300 acres.
3 - Wastewater irrigation, high -rate infiltration, other non -discharge wastewater and reclaimed
water facilities with an average daily flow less than 10,000 gallons per day (GPD); Class A
residual management systems distributing less than 3,000 dry tons; Class B residual
management systems containing less than 300 acres.
Page 8
2 of 4 2/11/2019, 3:56 PM

Page 9

PERMIT APPLICATION
Page 10

DWR State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
15A NCAC 02T .0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION
The Division of Water Resources will not accept an application package unless all instructions are followed. Plans, specifications
and supporting documents shall be prepared in accordance with 15A NCAC 02L .0100, 15A NCAC 02T .0100, 15A NCAC 02T
.06009 15A NCAC 18A .1900, Division Policies and good engineering practices. Failure to submit all required items may result
in the application being returned, and will necessitate additional processing and review time.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website
General — When submitting a non -discharge application to the Water Quality Permitting Section's Non -Discharge Permitting Unit,
please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions
and checking the provided boxes will help produce a quicker review time by assisting the reviewer in locating the required materials
and potentially reducing the amount of requested additional information. Unless otherwise noted, the Applicant shall submit one original
and at least two copies of the application and supporting documentation.
A. Cover Letter (All Application Packages):
® List all items and attached supporting documentation included in the application package, as well as a brief description of the
requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
® Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ).
® The appropriate fee amount for new and major modification application packages may be found at: Standard Review Project
Fees.
C. Single -Family Residence Wastewater Irrigation Systems (FORM: SFRWWIS 06-16) Application (All Application Packages):
® Submit the completed and appropriately executed Single -Family Residence Wastewater Irrigation Systems (FORM:
SFRWWIS 06-16) application. Any unauthorized content changes to FORM: SFRWWIS 06-16 shall result in the application
package being returned. If necessary for clarity or due to space restrictions, attachments to the application may be made, as
long as the attachments are numbered to correspond to the section and item to which they refer.
❑ If the Applicant Type in Item I.2. is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2. is a partnership, sole proprietorship, trade name, or d/b/a, enclose a copy of the certificate
filed with the Register of Deeds in the county of business.
® The facility name in Item II.2. shall be consistent with the facility name on the plans, specifications, agreements, etc.
® The Professional Engineer's Certification on Page 6 of the Single -Family Residence Wastewater Irrigation Systems (FORM:
SFRWWIS 06-16) application shall be signed, sealed and dated by a North Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 6 of the Single -Family Residence Wastewater Irrigation Systems (FORM: SFRWWIS
06-16) application shall be signed in accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate
person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A
NCAC 02T .0106(b).
❑ If this project is for a renewal without modification, use the Non -Discharge System Renewal (FORM: NDSR) application.
D. Existing Permit (All Modification Packages):
® Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification
(i.e., compliance schedules, permit description, monitoring, permit conditions, etc.).
E. Property Ownership Documentation (All Application Packages):
® Per 15A NCAC 02T .0604(e), the Applicant shall demonstrate they are the owner of all property containing the wastewater
treatment, storage and irrigation facilities:
❑ Legal documentation of ownership (i.e., contract, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ Written notarized lease agreement that specifically indicates the intended use of the property and has been signed by both
parties, as well as a plat or survey map. Lease agreements shall adhere to the requirements of 15A NCAC 02L .0107.
® Provide all agreements, easements, setback waivers, etc. that have a direct impact on the wastewater treatment, conveyance,
storage and irrigation facilities.
Page 11
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 1 of 4

F. Soil Evaluation (All Application Packages that include new irrigation sites):
®Per 15A NCAC 02T .0604(b) and current Division Policy, submit a detailed soil evaluation that has been signed, sealed and dated
by a North Carolina Licensed Soil Scientist and includes at a minimum:
® The report shall identify all the sites/fields with project name, location, and include a statement that the sites/fields were
recommended for the proposed land application activity.
❑ Note, if the soil evaluation was performed more than one year prior to the submittal of this application package, a statement
shall be included indicating that the site has not changed since the original investigation.
® Field delineated detailed soils map meeting all of the requirements of the Soil Scientist Evaluation Policy.
® Soil profile descriptions meeting all of the requirements of the Soil Scientist Evaluation Policy.
® Provide all soil boring logs performed at the site.
® Standard soil fertility analysis conducted no more than one year prior to permit application for each map unit in the soil
map legend for the following parameters:
❑ Acidity ❑ Exchangeable sodium percentage (by calculation) ❑ Phosphorus
❑ Base saturation (by calculation) ❑ Magnesium ❑ Potassium
❑ Calcium ❑ Manganese ❑ Sodium
❑ Cation exchange capacity ❑ Percent humic matter ❑ Zinc
❑ Copper ❑ pH
Note: The number of samples will vary depending upon the project size and past land use history. Multiple samples for
each map unit are required if the irrigation zones are separated, and cropland, pasture, hay land and wooded areas shall be
sampled separately for the same map unit due to past differences in soil fertility management.
® Saturated hydraulic conductivity (KsAT) data that shall include at a minimum:
® A minimum of three KsAT tests shall be conducted in the most restrictive horizon for each soil series in the soil map.
® All KsAT tests shall be conducted in areas representative of the site.
® All KsAT tests shall be run until steady-state equilibrium has been achieved.
® All collected KsAT data shall be submitted, including copies of field worksheets showing all collected readings.
® Submit a soil profile description for each KsAT data point that shall extend at least one foot below the tested horizon.
❑ Soil evaluation recommendations shall include at a minimum:
® A brief summary of each map unit and its composition and identification of minor contrasting soils.
® Maximum irrigation precipitation rate (in/hr) for each soil/map unit within the proposed irrigation areas.
® Identification of areas not suitable for wastewater irrigation.
® Recommended geometric mean KsAT rate to be used in determining the SFR Loading Rate Group for each soil/map
unit based upon in -situ measurement of the saturated hydraulic conductivity from the most restrictive horizon.
® Recommended annual hydraulic loading rate (in/yr) for each soil/map unit within the proposed irrigation areas based
upon in -situ KsAT measurements form the most restrictive soil horizon. The recommended loading rate must be in
accordance with the Single -Family Residence Wastewater Irrigation System Loading Rate Calculation Policy.
® A completed copy of the Single -Family Residence Loading Rate Workbook (i.e., Project Information, Potential
Evapotranspiration, Precipitation, and Irrigation Area Calculations).
G. Engineering Plans (All Application Packages):
® Per 15A NCAC 02T .0604(c)(1), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer.
® At a minimum, the engineering plans shall include the following items:
® Table of contents with each sheet numbered, as well as cross-referenced with the appropriate application items.
® A general location map with at least two geographic references, vicinity map, topographic map and site map.
® A process and instrumentation diagram showing all flow, recycle/return, electrical paths, etc.
® Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps, etc.),
as well as their dimensions and elevations.
® Details of all piping, valves, pumps, precipitation/soil moisture sensors, etc.
® A hydraulic profile from the treatment plant headworks to the highest irrigation point.
® The irrigation area with an overlay of the suitable irrigation areas depicted in the Soil Evaluation.
® Each nozzle/emitter and their wetted area influence, and each irrigation zone labeled as it will be operated.
® Locations within the irrigation system of air releases, drains, control valves, highest irrigation nozzle/emitter, etc.
® Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR
CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be labeled
with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
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INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 2 of 4

H. Specifications (All Application Packages):
® Per 15A NCAC 02T .0604(c)(2), submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional En ig neer.
® At a minimum, the specifications shall include the following items:
® Table of contents with each section/page numbered, as well as cross-referenced with the appropriate application items.
® Detailed specifications for each treatment/storage/irrigation unit, as well as all piping, valves, equipment (i.e., pumps, etc.),
nozzles/emitters, precipitation/soil moisture sensor, audible/visual high water alarms, liner material, etc.
❑ Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
❑ Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
® Electrical (i.e., control panels, etc.)
® Means for ensuring quality and integrity of the finished product, including leakage, pressure and liner testing.
® Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the specifications
may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
I. Engineering Calculations (All Application Packages):
® Per 15A NCAC 02T .0604(c)(3), submit engineering calculations that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer.
❑ At a minimum, the engineering calculations shall include the following items:
® Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item V.1. were determined (Note: "black box" calculations are unacceptable).
® Sizing criteria for each treatment unit and associated equipment (i.e., pumps, etc.).
® Total and effective storage calculations for each storage unit.
® Friction/total dynamic head calculations and system curve analysis for each pump used.
® Manufacturer's information for all treatment units, pumps, irrigation system, etc.
® Flotation calculations for all treatment and storage units constructed partially or entirely below grade.
® Demonstrate the designed maximum precipitation and annual loading rates do not exceed the recommended rates.
® Demonstrate the specified auxiliary power source is capable of powering all essential treatment units.
® A properly completed and executed Single -Family Residence Loading Rate Workbook.
J. Site Map (All Application Packages):
® Per 15A NCAC 02T .0604(d), submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer and/or Professional Land Survey.
❑ For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
® At a minimum, the site map shall include the following:
❑ A scaled map of the site with topographic contour intervals not exceeding two feet and showing all facility -related
structures and fences within the wastewater treatment, storage and irrigation areas.
❑ Soil mapping units shown on all irrigation sites.
® The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all wastewater treatment, storage
and irrigation sites.
® Delineation of the compliance and review boundaries per 15A NCAC 02L .01076) and .0108.
® Setbacks as required by 15A NCAC 02T .0606.
® Site property boundaries within 500 feet of all wastewater treatment, storage and irrigation sites.
® All habitable residences or places of public assembly within 500 feet of all treatment, storage and irrigation sites.
K. Operation and Maintenance Plan (All Application Packages):
® Per 15A NCAC 02T .0604(fl, submit an operation and maintenance (O&M) plan encompassing all wastewater treatment,
storage and irrigation systems that at a minimum shall address:
® How to perform routine inspections.
® A maintenance schedule.
® A troubleshooting guide.
® A layman's explanation of the wastewater treatment, storage and irrigation systems.
® A crop maintenance and management plan.
❑ Note a final O&M Plan may be submitted with the partial and/or final Engineering Certification required under 15A NCAC
02T .0116, however, a preliminary O&M Plan shall be submitted with each application package.
L. Operation and Maintenance Agreement (All Application Packages):
® Per 15A NCAC 02T .0604(h), submit a notarized Operation and Maintenance Agreement that has been signed and dated by all
deeded property owners.
Page 13
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 3 of 4

M. County Health Department Denial Letter (All New Application Packages):
® Per 15A NCAC 02T .0604(g), provide a written letter from the local County Health Department denying the site for all
subsurface systems.
N. Floodway Regulation Compliance (All Application Packages where any portion of the wastewater treatment, storage and
irrigation system is located within the 100-year floodplain):
® Per 15A NCAC 02T .0105(c)(8), provide written documentation from all local governing entities that the facility is in
compliance with Article 21 Part 6 of Chapter 143 of the General Statutes (i.e., § 143-215.51. through § 143-215.61.).
O. Threatened or Endangered Aquatic Species Documentation (All Application Packages):
® Per 15A NCAC 02T .0105(c)(10), submit documentation from the Department's Natural Heritage Program demonstrating the
presence or absence of threatened or endangered aquatic species within the boundary of the wastewater treatment, storage and
irrigation facilities.
❑ If the facility directly impacts such species, this documentation shall provide information on the need for permit conditions
pursuant to 15A NCAC 02B .0110.
Other Environmental Permits (All Application Packages that include stream or wetland crossings):
❑ Per 15A NCAC 02T .0105(c)(6), submit a copy of either the approved permit/certification or a letter from the appropriate
review agency acknowledging receipt of the application for the following applicable permits/certifications:
❑ Division of Water Resources' Water Quality Permitting Section — Wetlands 401 Certification
❑ US Armorps of Engineers South Atlantic Division — Nationwide 12 or Section 404 permit
❑ Per 15A NCAC 02T .0105(c)(6), this application shall be considered incomplete or the resulting permit may be issued
conditionally, if a pending issuance of any of the aforementioned permits/certifications directly impact the facility herein.
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
Paqe 14
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION Page 4 of 4

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
15A NCAC 02T .0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
FORM: SFRWWIS 06-16
I. APPLICANT INFORMATION:
1. Applicant's name as appears on deed, contract or lease agreement: NIKOLAY & NATALYA BOIKOVA
2. Applicant type: ® Individual ❑ Corporation ❑ General Partnership
3. Signature authority's name: per 15A NCAC 02T .0106(b) Title: OWNER
4. Applicant's mailing address: 1020 Yellow Bee Rd.
City: Indian Trail State: NC. Zip: 28079-
5. Applicant's contact information:
Telephone number: [phone] Fax number: (_) _- Email Address: mboikova(&yahoo.com
II. FACILITY INFORMATION:
1. Facility name: Wastewater Facility for Boikova Residence
2. Facility status: ❑ Existing or ® Proposed
3. Facility's physical address: 461 Union Road
City: Matthews State: NC. Zip: 28104- County: Union
4. Wastewater Treatment Facility Coordinates: Latitude: 35° 09' 11" Longitude: -80' 36' 46"
Provide the following latitude and longitude coordinate determination information:
Datum: Unknown Level of accuracy: Unknown Method of measurement: Map interpretation by extraction
5. USGS Map Name: MIDLAND
III. CONSULTANT INFORMATION:
1. Engineer's name: Michael Lash, PE. License Number: 14265
Engineer's mailing address: 1104 Cindy Carr Dr.
City: Matthews State: NC. Zip: 28105-
Telephone number: [phone] Fax number: (N/A) ---
2. Soil Scientist's name: Larry Thompson License Number: 128 i
Soil Scientist's mailing address: P.O. Box 541
City: Midland State: NC. Zip: 28107-
Telephone number: [phone] Fax number: (N/A) -_
Firm: C-2433
Email Address: mikelna,lashen ing eering com
Firm:
Email Address: [e-mail]
IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100:
1. Application type: ® New ❑ Major Modification ❑ Minor Modification
If a modification, provide the existing permit number: WQ00 and most recent issuance date:
2. Application fee: $60. 00
3. Describe the origin of the wastewater and provide a brief project description: Residential
4. Wastewater flow: 360 GPD
Page 15
FORM: SFRWWIS 06-16 Page 1 of 6

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100 (CONTINUED):
5. Using 15A NCAC 02T .0114, explain how the total wastewater flow was determined:
Establishment Type
Flow Basis
Flow
Per Unit
Number
of Units
Flow
Residential
gal/day
120
3
360 GPD
gal/
GPD
Total
360 GPD
6. Per 15A NCAC 02T .0105(c)(6), if the project includes any stream or wetland crossings, what is the status of the following
applicable permits/certifications?
Permit/Certification
Date �
Droved ate
Permit/Certification No.
Agency Reviewer
Submitted
A
Nationwide 12 or 404
Wetlands 401
7. What is the nearest 100-year flood plain elevation to the facility? 608.9 feet mean sea level. Source: FRIS Website
Are any treatment, storage or irrigation systems located within the 100-year flood plain? ❑ Yes or ® No
If yes, has documentation of compliance with Article 21 Part 6 of Chapter 143 of the G.S. been provided? ❑ Yes or ❑ No
V. DESIGN CRITERIA AND SETBACKS —15A NCAC 02T .0605 & .0606:
1. Provide the estimated influent and designed effluent concentrations from the engineering calculations to verify conformance
with 15A NCAC 02T .0605(b) for the following parameters:
Estimated Influent
Designed Effluent
Minimum Required
Parameter
Concentration
Concentration
Degree of Treatment
(monthly average)
Prior to Stora e
Biochemical Oxygen Demand
280 mg/1
25 mg/1
< 30 mg/1
BODS
—
Total Suspended Solids (TSS)
250 mg/1
25 mg/l
< 30 mg/1
Ammonia Nitrogen (NH3-N)
80 mg/l
10 mg/1
< 15 mg/1
Fecal Coliforms
per 100 ml
< 200 colonies/100 ml
2. Per 15A NCAC 02T .0605(c), is the effluent placed directly in contact with GA classified groundwater? ❑ Yes or ® No
If yes, have predictive calculations demonstrating such placement will not contravene GA groundwater standards been
provided? ❑ Yes or ❑ No
3. Per 15A NCAC 02T .0605(d), are any of the treatment or storage units excavated into bedrock? ❑ Yes or ® No
If yes, has a 10 millimeter synthetic liner been provided? ❑ Yes (Plan Sheet: & Specification Page: ) or ❑ No
4. In accordance with 15A NCAC 02T .0605(e), are any earthen treatment and storage facilities provided? ❑ Yes or ® No
5. In accordance with 15A NCAC 02T .0605(f), have any by-pass or overflow lines been provided? ❑ Yes or ® No
6. If any treatment, storage or irrigation systems are located within the 100-year flood plain, in accordance with 15A NCAC 02T
.0605 , which systems are affected and what measures being taken to protect them against flooding? N/A
7. In accordance with 15A NCAC 02T .0605(h), has an operation and maintenance plan been submitted? ® Yes or ❑ No
8. In accordance with 15A NCAC 02T .0605(i), how will restricted access to the irrigation system be provided? Fence
Are all treatment units and control panels locked to prevent entry? ® Yes or ❑ No
9. In accordance with 15A NCAC 02T .0605(i), do the designed irrigation loading rates (see Application Item VIL4.) exceed the
soil scientist recommended loading rates (see Application Item VII.3.)? ® Yes or ❑ No
10. In accordance with 15A NCAC 02T .0605(k), does the septic tank design adhere to 15A NCAC 18A .1900? ❑ Yes or ❑ No
Page 16
FORM: SFRWWIS 06-16 Page 2 of 6

V. DESIGN CRITERIA AND SETBACKS —15A NCAC 02T .0605 & .0606 (CONTINUED):
11. In accordance with 15A NCAC 02T .0605(1), what is the specified method of disinfection? Select
If chlorine, specify contact detention time provided: minutes and where contact time occurs:
If UV, specify the number of banks: 1, total lamps: 1 and maximum flow capacity: 9_5 GPM.
12. In accordance with 15A NCAC 02T .0605(m), has a minimum of five days of storage based on average daily flow between the
pump off float and inlet invert pipe been provided? ® Yes or ❑ No
13. In accordance with 15A NCAC 02T .0605(n), have all tanks containing pumps been provided with audible and visual alarms
that are external to any structure? ® Yes (Plan Sheet: 3 & Specification Page: ) or ❑ No
14. In accordance with 15A NCAC 02T .0605(o), has a precipitation or soil moisture sensor been provided?
® Yes (Plan Sheet: 4 & Specification Page: ) or ❑ No
15. In accordance with 15A NCAC 02T .0605(n), has a minimum of 18 inches of vertical separation between the apparent seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
16. In accordance with 15A NCAC 02T .0605(g), has a minimum of 12 inches of vertical separation between any perched seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
17. In accordance with 15A NCAC 02T .0605(r), does the designed annual loading rate exceed 50 inches? ❑ Yes or ® No
18. Does the project comply with all setbacks found in the river basin rules (15A NCAC 02B .0200)? ® Yes or ❑ No
If no, list non -compliant setbacks:
19. Per 15A NCAC 02T .0606, verify setback compliance by providing the minimum field observed distance (ft) from the facility's
irrigation system and treatment/storage units to each listed setback parameter (Note: Distances greater than 500 feet shall be
marked N/A):
Setback Parameter
Irrigation
System
Treatment /
�Storage Units
Any habitable residence or place of assembly under separate ownership or not to be
maintained as part of the project site
N/A
N/A
Any habitable residence or place of assembly owned by the Permittee to be maintained as
art of the project site
10,
Any private or public water supply source
285'
280'
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
N/A
N/A
Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT)
N/A
Subsurface groundwater lowering drainage systems
N/A
Surface water diversions (ephemeral streams, waterways, ditches)
N/A
Any well with exception of monitoring wells
N/A
N/A
Any property line
50'
70'
Top of slope of embankments or cuts of two feet or more in vertical height
N/A
Any water line from a disposal system
N/A
Any swimming pool
N/A
Public right of way
275'
Nitrification field
N/A
Any building foundation or basement
10'
20. Are any setback waivers proposed for this facility? ❑ Yes or ® No
If yes, in accordance with 15A NCAC 02T .0606(c), submit the appropriate setback waivers (FORM: NDWSW) that have
been notarized, signed by all parties involved and recorded with the County Register of Deeds. Waivers involving the
compliance boundary shall be in accordance with 15A NCAC 02L .0107.
Page 17
FORM: SFRWWIS 06-16 Page 3 of 6

VI. WASTEWATER TREATMENT & STORAGE FACILITY DESIGN:
1. Type of treatment system: Other
2. Provide the requested information for each treatment/storage unit and its associated mechanical equipment:
a. PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations):
No. of
Manufacturer or
Dimensions (ft) /
Volume
Plan Sheet
Specification
Treatment Unit
Units
Material
Spacings (in)
(al) I
Reference
I Reference
Norweco Singular
Other
1
10.25'x 6.5'
600g
3
Green BioKinetic
Select
Select
b. SECONDARY TREATMENT (i.e., physical, biological and recirculation processes):
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Dimensions (ft)
Units
Material
(al)
Reference
Reference
Norweco Membrane
Norweco Bio-Kinetic
1
5' x 4'
Hog
3
BioFilm Reactor
Select
Select
c. DISINFECTION:
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Dimensions (ft)
Units
Material
(gal)
Reference
Reference
Ultraviolet
1
Norweco 1500
7" x 61.5"
50
3
Select
d. PUMP/STORAGE TANK:
Manufacturer or
Material
No. of
Units
Dimensions (ft)
Total
Volume
Effective
Volume
Effective
Stdoarage
Plan Sheet
Reference
Specification
Reference
Shoaf Precast
Concrete
1
12. 5' x 6. 5'
3033
3,000
5
4
e. PUMPS:
Location
No. of
Pumps
Purpose
Manufacturer /
Type
Capacity
Plan Sheet
Reference
Specification
Reference
GPM
I TDH
Pump Tank
1
Lift through Disposal
Puturb
15
125
4
f. BLOWERS:
Location
No. of
No.
Units Served
TManufacturer /
Type
Capacity
CFM
Plan Sheet
Reference
Specification
Reference
N/A
g. MIXERS:
Page 18
FORM: SFRWWIS 06-16 Page 4 of 6

Location
No. of
Mixers
Units Served
Manufacturer /
Type
Power
(hp)
Plan Sheet
Reference
Specification
Reference
N/A
Page 19
FORM: SFRWWIS 06-16 Page 5 of 6

VII. IRRIGATION SYSTEM DESIGN:
1. Are there any artificial drainage or water movement structures within 200 feet of the irrigation area? ❑ Yes or ❑ No
If yes, please explain if the Soil Evaluation addresses artificial structures and indicate if these structures are to be maintained
or modified:
2. What is the proposed cover crop? Fescue
3. Soil Evaluation recommendations:
Soil Series
Fields within Soil Area
Minimum Observed
Depth to SHWT
(ft)
Recommended
Loading Rate
(in/hr)
Recommended
Loading Rate
(in/ r
TaB
Tarrus
N/A
0.15
18.12
4. Irrigation System Information (Note — this table may be expanded for additional fields):
Field
Area
(acres)
Dominant
Soil Series
Designed
Rate
(in/hr)
Designed
Rate
(in/yr)
1
Latitude
(DMS)
Longitude
(DMS)
Waterbody
Stream Index
No.2
Classification
1
0.27
Tarrus
0.15
18.12
35° 09' 11"
-80° 36' 46"
C
O I II
O I 11
O I II
O I 11
O I II
O I 11
O 1 11
O 1 11
O I /1
O 1 „
Total
0.27
' Provide the following latitude and longitude coordinate determination information:
Datum: Select Level of accuracy: Unknown Method of measurement: Map interpretation by extraction
2 For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: https:Hncdenr.s3.amazonaws.com/s3fs-
public/Water%20Qualiiy/Aquifer%2OProtection/LAU/Agreements/W SCA%2008-13.pdf.
Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
ft
Emitter wetted area:
8.3 ft2
Nozzle wetted area:
ft2
Distance between laterals:
4.16 ft
Nozzle capacity:
GPM
Distance between emitters:
2 ft
Nozzle manufacturer/model:
/
Emitter capacity:
0.61 GPH
Elevation of highest nozzle:
ft
Emitter manufacturer/model:
NetaFilm / BioLine
Specification Reference:
Elevation of highest emitter:
628 ft
Specification Reference:
Page 20
FORM: SFRWWIS 06-16 Page 6 of 6

Professional Engineer's Certification:
�� G ����- ��' • �S� attest that this application for
(Professional Engineer's name from Application Item III.1.)
FAGlwTY Fatz
(Facility name from Application Item II.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with this application package and its instructions, as well as all applicable regulations
and statutes. Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
Note: In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
�N
14265 4j'v
...........
,
Applicant's Certification per 15A NCAC 02T .0106(b):
N o. ac g a-/
(Signature Authority's name & title from Application Item 1.3.)
that this application for
V/57 ytilA 1 E K Fib - (L (TY �'D l7- Sd1 KA V,4 i S ! D LUNGE
(Facility name from Application Item II.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify
that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active compliance schedule, and do not have any overdue annual fees per 15A NCAC 02T .0105(e).
Note: In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to*
exceed $10,000 as well as civil penalties up to $25,000 per violation. 11
Signature:Date: Od •�� ��
Page 21
FORM: SFRWWIS 06-16 Page 7 of

OWNERSHIP -SURVEY
Page 22

Parcel Report
http://gis-web. co.union.nc.us/gomaps/Reports/UserDefined/parcelReport...
Parcel Number
08312003E
Owner
BOIKOVA BOIKOV NIKOLAY
NATALYA
Mailing Address
1020 YELLOW BEE RD
INDIAN TRAIL
NC, 28079
Account Information
Land Value $64,500.00
Subdivision
Building Value $0.00
Description
TRACT 4 7115-449
Total Value $64,500.00
Situs Address
461 UNION RD
Acreage 4.6500
Property Class
RESIDENTIAL - SINGLE FAMILY
Sales Information
Sale Date Sale Amount
Book & Page Grantor
03/08/2018 $70,000.00
7115 449
WATKINS WILLIAM
RODERICK
10/24/2013 $0.00
6120 444
WATKINS GWENDOLYN
LENOIR B &
08/12/1997 $0.00
0999 273
WATKINS WILLIAM
RODERICK
Location Information
Municipal Union County
12 Mile Service Area
No
Administration
County Zoning Code R-20
School
School Assignment Information
Zoning Administration Union County
Census Tract Number
202.03
ETJ
FEMA Panel
5511,5521
Fire District Hemby Bridge
FEMA Zone
Soils TaB
Building Information - View Real Property
Site
Total Living Area
Type of Building
Year Build
Improvement Type
District Voting Assignments (Jurisdictions)
Polling Place Fairview Elementary School
District 4
Congressional 8
School Gym
District
Precinct District #32 State House 69
Senate 36
District
Page 23
1 of 1 2/23/2019, 5:50 PM

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SOIL SCIENTIST SOILS REPORT
Page 25

SOIL SCIENTIST EVALUATION
SINGLE-FAMILY RESIDENCE
461 UNION ROAD
Union County, NC
Prepared For:
Natalya Boikova
1020 Yellow Bee Road
Indian Trail, NC 28079
720-876-8477
Prepared By:
Thompson
Environmenta
Consultinp"
MWAN Aft
Post Office Box 541
Midland, NC 28107
[phone]
July 31, 2018
Larry B. Thompson
Page 26

Table of Contents
1.0
INTRODUCTION.................................................................................................... I
1.1
Site Location.........................................................................................................1
1.2
Project Description................................................................................................1
1.3
Proposed Wastewater System...............................................................................1
1 A
Study Area.............................................................................................................1
2.0
OBJECTIVES...........................................................................................................1
3.0
INVESTIGATION METHODOLOGY....................................................................1
3.1
Soil Evaluation......................................................................................................1
3.2
Saturated Hydraulic Conductivity Testing and Reporting....................................2
4.0
STUDY AREA DESCRIPTION..............................................................................2
4.1
Regional Geology and Local Topography............................................................2
4.2
Vegetation.............................................................................................................2
4.3
Jurisdictional Features...........................................................................................3
4.4
Soils.......................................................................................................................3
4,5
Fill Material...........................................................................................................3
4.6
Saturated Hydraulic Conductivity Testing............................................................3
4.7
Soil Fertility Analysis............................................................................................4
5.0
HYDRAULIC LOADING RATE ASSESSMENT..................................................4
5.1
Design Coefficient and Justification.....................................................................4
5.2
Water Balance Calculation & Recommended Loading Rates ..............................5
5.3
Instantaneous Loading Rate..................................................................................5
5.4
Minimum Required Storage..................................................................................6
6.0
AGRONOMIC REPORT..........................................................................................6
6.1
Receiving Crop......................................................................................................6
6.2
Wastewater Characterization.................................................................................6
6.3
Nutrient Loadings..................................................................................................6
6.4
Soil Testing and Recommendations......................................................................7
6.5
Vegetation Maintenance/Monitoring & Recommendations.................................7
7.0
CONCLUSIONS.......................................................................................................7
8.0
REFERENCES.........................................................................................................8
Appendices
AppendixA....................................................................................Figures
Appendix B...............................................................Soil Boring Descriptions
Appendix C....................................................................... KsaT Data Sheets
Appendix D............................................................. SFR Loading Rate Worksheet
Appendix E....................................................................Soil Fertility Analysis
Appendix F.....................................................................Fill Application Plan
461 Union Road SFR Soil Scientist Evaluation
July 2018
Page 27

Tables
Table 1. Map Unit Symbol, Soil Series, and Taxonomic Classification ............................ 3
Table2. KsaT Test Results................................................................................................. 4
461 Union Road SFR Soil Scientist Evaluation
July 2018
Page 28

1.0 INTRODUCTION
Thompson Environmental Consulting (TEC) was retained by Natalya Boikova to conduct
a Soil Scientist Evaluation for the placement of a wastewater surface application system
for a proposed three -bedroom single-family residence.
1.1 Site Location
The project site is located at 461 Union Road in Matthews, NC and encompasses
approximately 4.65-acres (Figure 1).
1.2 Project Description
Ms. Boikova is proposing to site a surface wastewater application system. The design
daily flow is 360 gallons per day (GPD). The proposed system will operate in
accordance with state rules 15A NCAC 02T. 0600 (2T Rules).
1.3 Proposed Wastewater System
Wastewater will be treated to the minimum monthly average standards. Wastewater will
be applied using surface drip irrigation.
1.4 Study Area
A preliminary soil evaluation was completed in select areas of the project site. The Study
Area referred to in this report consists of the 1.0± acres on the western portion of the
property outside of property line setbacks and powerline corridors (Figure 2).
2.0 OBJECTIVES
The objectives of this investigation were to evaluate pertinent site conditions and identify
a satisfactory wastewater application area within the Study Area and to provide
recommendations to its utilization. Specific attributes evaluated included the soils,
vegetation, topography, hydraulic assimilative capacity, jurisdictional features, and
landscape position.
3.0 INVESTIGATION METHODOLOGY
A Soil and Site Evaluation was conducted by TEC in June and July 2018, by Larry B.
Thompson, LSS and Evan T. Morgan, LSS-IT.
3.1 Soil Evaluation
Soil borings were made with a hand -turned auger and soil color was determined with a
Munsell Soil Color Chart. Soil profiles were described per the Field Book for Describing
and Sampling Soils, version 3.0. Landscape characteristics were noted (slope, drainage
461 Union Road SFR Soil Scientist Evaluation 1 July 2018
Page 29

patterns, etc.) as well as soil properties (depth, texture, structure, soil wetness, restrictive
horizons, etc.) to auger refusal. Soil borings were described under moist conditions.
Additional borings were advanced to shallower depths to identify diagnostic horizons and
record soil properties. A hand-held GPS unit with sub -meter accuracy was used to locate
each soil boring as well as other site features.
3.2 Saturated Hydraulic Conductivity Testing and Reporting
Saturated hydraulic conductivity (KsaT) measurements were performed with a compact
constant -head permeameter (Amoozemeter). An Amoozemeter was used because of the
need to conduct the test below current grade. KsaT test values were generated using the
published calculations and formulas found in the corresponding User's Manual
(Amoozegar). The Glover solution was chosen as the most appropriate method for
calculating KsaT values. The Glover solution is recommended when the distance
between the bottom of the auger hole and any impermeable layer(s) is greater than 2
times the head (H), or constant water level in the hole.
The Glover solution is given by: KsaT = AQ
Where: A= {sinh-1(H/r)+r/1i)2+l] v2+r/H} / (27EH2)
And: Q is the steady-state rate of water flow from the Amoozemeter into
the auger hole.
To solve for A: H is the head in the hole (i.e. total water depth) and r is the radius
of the hole. Values for H and r can be found on the attached KsaT
data sheets.
4.0 STUDY AREA DESCRIPTION
4.1 Regional Geology and Local Topography
The project site is located in the Piedmont physiographic region. The general lithology
consists of fine textured late Proterozoic -Cambrian rocks. The general topography
includes gently rolling hills and ridges with fairly broad drainages (Figure 1). Typical
slopes ranged from 2% to 6%.
4.2 Vegetation
The vegetation in the Study Area consisted of pine, hardwood, and soft wood species
including: Virginia pine (Pious virginiana) loblolly pine (Pious taeda), red maple (Acer
rubrum), sweet gum (Liquidambar styraciflua), post oak (Quercus stellate), southern red
oak (Quercus falcata) and red cedar (Juniperus virginiana). Dominant species were pine,
oak, and sweetgum. The diameter at breast height (DBH) ranged from 8 to 12 inches for
the majority of canopy species.
461 Union Road SFR Soil Scientist Evaluation 2 July 2018
Page 30

4.3 Jurisdictional Features
No jurisdictional streams or wetlands were identified on the parcel.
4.4 Soils
Soils in the Study Area are located in the Carolina Slate Belt and formed in residuum
weathered from argillite or other fine-grained metavolcanic rocks (phyllite and schist).
The Web Soil Survey was referenced prior to the field investigation to get an overview of
the possible soil series mapped in the Study Area. The Tarrus soil series is mapped in the
Study Area (Figure 3). Information for this series is listed in Table 1.
Table 1. Map Unit Symbol, Soil Series, and Taxonomic Classification
Map Unit Symbol Soil Series in Taxonomic Class
TaB Tarrus Fine, kaolinitic, thermic Typic Kanhapludults
Six (6) soil borings were advanced to characterize the dominating soil properties and
their locations are noted on Figure 2. The Cid soil series was identified within the Study
Area by a brownish yellow, colored Bt horizon overlying a similarly colored BC horizon
that showed signs of iron depletions within 17 inches and significant parent material
(Figure 4). Cr horizons exhibited weathered rock with seams of gray depletions.
Evidence of a perched water table (PWT) was observed throughout the soils in the study
area, ranging in depth from 10-17 inches. A seasonal high water table (SHWT) was not
observed before auger refusal.
4.5 Fill Material
As stated above, a perched SHWT was recorded ranging from 10 to 17 inches. State
regulations require 12-inches separation from the point of wastewater application (soil
surface) to a PWT. Due to the variability in depth to the PWT throughout the application
area, three inches of appropriate fill material is proposed to be added final application area.
A Fill Application Plan is appended and outlines the appropriate activities needed to apply
the fill material.
4.6 Saturated Hydraulic Conductivity Testing
Surface application systems require KsAT tests be performed to substantiate the
recommended hydraulic loading rate. KsAT tests are conducted in the most hydraulically
limiting soil horizon within seven feet of the naturally occurring surface. In all, 6 KsAT
measurements were conducted and their locations shown on Figure 2. Measurements
were conducted in lower BC horizons as it was determined as the most hydraulically
limiting soil horizon. The results of KsAT measurements are listed in Table 2.
461 Union Road SFR Soil Scientist Evaluation
July 2018
Page 31

Table 2.
KsaT Test Results.
KsAT #
Boring #
Depth
Horizon
In/Hr
1
B1
37
BC
0.0048
2
B2
17
BC
0.0555
3
B3
22
BC
0.0084
4
B4
23
BC
0.0040
5
B5
22
BC
0.0079
6
B6
24
BC
0.0111
Geomean of BC: 0.0096 in/
KsAT test results provided consistent measurements. The measured KsAT rate for the BC
horizon is 0.0096 in/hr. KsAT data sheets are appended.
4.7 Soil Fertility Analysis
Soil samples were collected in the upper 12 inches and analyzed by Waypoint Analytical,
Inc. The results are typical for a mature forest piedmont soil. Soil phosphorus (P) is
rated low. The wastewater applied will help raise the soil P levels to a normal range.
Full soil fertility results are appended.
5.0 HYDRAULIC LOADING RATE ASSESSMENT
The hydraulic loading rate is the amount of wastewater that can be applied to the
Application Area and is derived from in -situ KsAT data, vegetation, nutrient loading, and
best professional judgement.
5.1 Design Coefficient and Justification
The geometric mean for KsAT measurements conducted in the BC horizons was
calculated as 0.0096 in/hr (1.61 in/wk). This KsAT rate must be modified by a Drainage
Coefficient to determine the hydraulic loading rate. A design factor of 0.50 is proposed
for the Application Area resulting in a soil drainage rate of 0.115548 inches/day.
Sites can utilize higher drainage factors with favorable parameters such as:
• Receiver crop type and Application Area conditions
• Physical characteristics that promote infiltration into surface horizons and
percolation through to subsurface horizons
• Favorable landscapes for wastewater application
The Study Area, and subsequent Application Area, is forested and is advantageous to
wastewater assimilation. Forest systems and soils are typically nutrient limited and can
readily take-up wastewater and wastewater constituents during most of the year. The
thick canopy lessens surficial impacts from raindrops during rainfall events thus reducing
runoff potential. The underlying duff layer consists of organic material and supports
ideal habitat for soil microbes that can readily ingest added nutrients as well as soil
461 Union Road SFR Soil Scientist Evaluation 4 July 2018
Page 32

macro -organisms that will aid in soil aggregation and stability. The latter will also aid in
wastewater infiltration.
The soil borings described in the Study Area exhibited friable silt loam surfaces that
ranged from 6 to 15 inches with friable silty clay loam to clay Bt horizons typically
extending from 10 to 28 inches from the surface. The silt loam surfaces will facilitate
infiltration of applied wastewater while the Bt horizon will provide storage to allow
wastewater to further permeate vertically or move laterally along the landscape.
The landscape positions that occur within the Study Area consist of broad, flat ridge and
linear slopes. The average slope for the Application Area is 4%. This slope will allow
for infiltrated wastewater to move laterally away from the Application Area.
Wastewater for surface application systems is treated more than regular domestic
wastewater. Higher drainage factors can be utilized for wastewater treated to these
standards. Lowered concentrations of wastewater constituents such as biological oxygen
demand (BOD), total suspended solids (TSS), ammonia, fecal coliforms, as well as
nutrients N and P attained by secondary treatment reduce detrimental impacts from
application of wastewater.
5.2 Water Balance Calculation & Recommended Loading Rates
A monthly water balance was calculated to determine the maximum annual loading rate
using NCDEQ Division of Water Resources, Single -Family Residence Loading Rate
Worksheet based on a design daily flow of 480 GPD. Monthly precipitation data came
from the State Climate Office of North Carolina CRONOS Database located in Salisbury
(Station: SALI), from a period of 1985 to 2018 (33 yrs). Evapotranspiration was
calculated using the conservative Thornthwaite method, which utilizes temperature
values from the same source and period as the precipitation data. The geometric mean
for KsaT tests conducted in the BC horizons (0.0096 in/hr) was used for the percolation
rate. Using a 0.50 Drainage Coefficient the maximum allowable irrigation rate calculated
by the water balance is 18.12 in/yr for an irrigation area of 0.267 acres (11,631 sq-ft).
The 18.12 in/yr annual hydraulic loading rate is on the higher end for an SFR-C group
soil; but is supported with a KsaT rate that is on the higher end for SFR-C and a relatively
moderate drainage coefficient.
Based upon the results of the site investigation and our professional experience, we
recommend the following loading rate:
• Weekly Loading Rate of 0.4 in/wk
5.3 Instantaneous Loading Rate
The instantaneous loading rate is the amount of wastewater that should be applied in a
single event. There is published data that recommends instantaneous (or infiltration)
rates for particular soil types (textures) and landscape positions (Sprinkler Irrigation,
461 Union Road SFR Soil Scientist Evaluation
July 2018
Page 33

1969). These rates must then be adjusted based on site -specific conditions. The factors
considered at the project site included:
• The surface horizon is typically a silt loam that generally extends at least 6 to 15
inches in depth.
• Abundant soil organic matter exists in the duff layer that will aid infiltration.
• The topography is generally a 4% slope that will allow for infiltration.
Based on these considerations, a maximum instantaneous loading rate of 0.15 in/hr is
recommended for the Application Area.
5.4 Minimum Required Storage
Storage is proposed to be contained on -site in tanks. The minimum storage for a single-
family residence is 5-days or 1,800 gallons.
6.0 AGRONOMIC REPORT
The Agronomist Evaluation of the Study Area was completed to include
recommendations for the receiving crop, its ability to accept proposed loading rates (both
hydraulic and nutrient) and provide information to ensure proper maintenance of the
recommended receiving crop.
6.1 Receiving Crop
The receiving crop will consist of a mature forest stand. Dominant species are listed in
Section 4.2 of this report. Wastewater application to forested areas is beneficial in many
aspects. Forests provide a steady source of organic matter and are typically nutrient
deprived. Mature trees can take-up a vast amount of water with some large trees
absorbing as much as 100 GPD. Rooting habits of mature trees also include deep
penetration and perennial growth.
6.2 Wastewater Characterization
Typical wastewater contains varying levels of essential plant nutrients, organic
compounds, trace minerals, and potentially phytotoxic compounds. Each of these typical
wastewater constituents are assimilated or transformed on a wastewater receiver site
through physical, chemical, and biological processes. The effluent will be treated to
minimum monthly average water standards listed in 15A NCAC 02T .0605(b).
Treatment will be to monthly average levels that shall not exceed 30mg/L BOD5, 30mg/L
TSS, 15mg/L Ammonia, and 200 colonies/100 ml Fecal Coliform.
6.3 Nutrient Loadings
As limited as this site is hydraulically, the site will not be limited by nutrient levels.
461 Union Road SFR Soil Scientist Evaluation
July 2018
Page 34

6.4 Soil Testing and Recommendations
Periodic fertility sampling and monitoring of micronutrients, such as sodium (Na),
calcium (Ca), and magnesium (Mg), is recommended to ensure optimal receiver crop
efficacy. Application of gypsum may be required as a corrective measure if the sodium
adsorption ratio (SAR) is consistently above 10. Irrigation wastewater should have SAR
values < 10 to avoid potential adverse growing conditions related to soluble salts in the
soil.
6.5 Vegetation Maintenance/Monitoring & Recommendations
Advantages associated with matures trees as wastewater receiver crops regarding
hydraulic and nutrient loading capacities have been previously stated. Additional
advantages include little to no vehicular traffic, no need for cutting and removing of
residues, and regular maintenance accustomed to producing annual crops. Thinning of
saplings and shrubs is recommended. Thinning and pruning of diseased trees should be
completed immediately upon identification.
7.0 CONCLUSIONS
TEC is proposing the installation of a 360 GPD single-family residence surface
application system.
TEC completed soil borings, KsaT tests, and soil fertility data to verify favorable soil
properties exist for wastewater application. An annual hydraulic loading rate of 18.12
in/yr was calculated with the NCDEQ Division of Water Resources, SFR Loading Rate
Worksheet and site -specific soil data. A minimum Application Area of 0.267 ac (11,631
sq-ft) will be required. Weekly loading rates should not exceed 0.4 in/wk with an
instantaneous loading rate of 0.15 in/yr per event.
The Application Area is most limited hydraulically. Applying at the design irrigation rate
will not lead to excess nutrients to the Application Area. The Application Area should be
evaluated annually.
A wastewater sampling program should be instituted to ensure optimum nutrient inputs to
the cover crop being irrigated by this proposed system. The wastewater parameters to be
monitored include the following, as a minimum: total nitrogen, total phosphorus,
potassium, sodium, calcium, magnesium, copper, and zinc.
Fill material will have to be placed over the entire Application Area prior to installation
of the drip tubing. The Fill Application Plan in Appendix F should be followed, and TEC
should be consulted on the material chosen.
461 Union Road SFR Soil Scientist Evaluation 7 July 2018
Page 35

8.0 REFERENCES
Auchmoody, L. R. "Fertilizing Natural Stands" in Central Hardwood Notes. Ed. Bryan
F. Clark and Jay G. Hutchinson, updated ed. St. Paul, MN: US Department of
Agriculture, Forest Service, 2008. 6.11-1 — 6.11-3.
Pettygrove, G. Stuart, and Asano, Takashi, (eds.). 1985. Irrigation with Reclaimed
Municipal Wastewater —A Guidance Manual. Lewis Publishers, Inc., Chelesa,
MI. pgs 10-14.
Schoeneberger, P.J., D.A. Wysocki, E.C. Benham, and Soil Survey Staff. 2012. Field
book for describing and sampling soils, Version 3.0. Natural Resources
Conservation Service, National Soil Survey Center, Lincoln, NE.
Soil Science Division Staff. 2017. Soil survey manual. C. Ditzler, K. Scheffe, and H. C.
Monger (eds.). USDA Handbook 18. Government Printing Office, Washington
D.C.
Soil Survey Staff, Natural Resources Conservation Service, United States Department of
Agriculture. Web Soil Survey. Available online at
http://websoilsurvey.nres.usda.gov/. Accessed [July 5, 2018].
Sprinkler Irrigation. 1969. Pair, Claude H. (Editor -in -Chief). Sprinkler Irrigation
Association. Washington, D.C.
461 Union Road SFR Soil Scientist Evaluation 8 July 2018
Page 36

Appendix A
Figures
Page 37

N
U56�i :'ONE BIIN+.
C 24 Wilgrore - I —
C 27
4AS
is601
yv s }-
i US 601
5�
-dean TraO © OpenStreetMap (and)
contributors,, CC -BY -SA
I V
1y
_ - nPL/'„
f
n I '
-540
71 Parcel Boundary
508
Thompson I
�E4
-o
Environments
Q
A
Consuftin�,
dft
ri`N4mecam
USGS The National Map: National Boundaries Dataset, National
Elevation Dataset, Geographic Names Information System, National
Hydrography Dataset, National Land Cover Database, National
Structures Dataset, and National Transportation Dataset; U.S. Census
Bureau -TIGER/Line; HERE Road Data
Soil & Site Evaluation
461 Union Road
USGS Topo Map
Union County, North Carolina
Date_ July 2018
Scale_ 0 290 580 Feet
Jab No.:
Drawn By:
ETM
Checked By
I LT
Figure
Page 38

ti
i� 7- Y �1,• K - t l � 1"4
Parcel Boundary
Study Area
Ksat Test Location and Soil Profile
.� �� � �z�,t 3 ,"r•iy�11� ,�y,7 y.F .
• .,,` n ,J 3171 �1. `�,•
_'��' �' ` 1 " �' `• . � ter •����� k.�
le
a - JJ �� � �1a..� l�"�_ ',t� 'i, 1 tip` ,�'1 " �,/� '�.•al1�i �jy
It
. '� 'r � � + - '� ( � �lAf9P IAJ�� , — O 0 J�� 1Jl•J O1JlAJl���1".'.WFJJJ C:S �Y�

QParcel Boundary
Study Area
USDA-NRCS Soils
%nt
\� «Y
TaB - Tarrus gravelly silt loam, 2-8% slopes
- r Ali - "• / K v' � � \
s i � Nt t 'ss .. •1`
1 •, L '
� Ta B
'a r
lFr Y
s r
to fo a p MIt o ,y €
S°P p, Date: July 2018 Figure
Thompson �o- e . • Soil & Site Evaluation
Scale: 0 25 50 Feet
Page 40

Appendix B
Soil Boring Descriptions
Page 42

SOIL EVALUATION FORM
Thompson Environmental Consulting Job: 461 Union Road
Post Office Box 541 County: Union
Midland, NC 28107
704.301.4881
Date: July 5, 2018
Sheet: 1 of 1
o
ro
c
a
o
a
Structure/
Texture
Consistence/
Mineralogy
Matrix
Color
Mottle Colors
(Quantity, Size, Contrast, Color)
1
A
15
1mSBK / Si L
FIR / SO, PO
10YR 4/4
Bt
28
2mSBK / SiCL
FIR / SS, SP
10YR 6/6
BC
37
1mABK / C
FI / S, VP
10YR 5/8
C,1,p 10YR 6/2; F,1,D 10YR 6/6
Notes:
2
A
10
1mSBK / Si L
FIR / SO, PO
10YR 4/4
Bt
17
1mSBK / SiCL
FIR / SS, SP
10YR 6/6
BC
24
1mABK / C
FI / S, VP
10YR 5/8
C,1,p 10YR 6/2; F,1,D 10YR 6/6
Notes:
3
A
8
1mSBK / Si L
FIR / SO, PO
10YR 4/4
Bt
14
2mSBK / SiCL
FIR / SS, SP
10YR 6/6
BC
19
1mABK / CL,C
FIR / SS, P
10YR 5/8
C,1,p 10YR 5/1
Cr
21
OM / C
FI / S, VP
10YR 7/2
C,1,d 10YR 5/1; f,1,p 10YR 5/8
Representative Soil Profile for Site: Classified as Cid Soil Series; Linear Slope Landscape Position; Slope 4%, Fine,
mixed, semiactive, thermic Aquic Hapludult; Perched Water Table @ 14 inches; Described by Larry Thompson,
LSS and Evan Morgan, LSS-IT on July 5, 2018
4
A
6
1mSBK / Si L
FIR / SO, PO
10YR 4/3
Bt
16
2mSBK / SiCL
FIR / SS, SP
10YR 6/6
BC
23
1mABK / C
FI / S, VP
10YR 5/8
M,2,p 10YR 7/2
Notes:
5
A
6
1mSBK / Si L
FIR / SO, PO
10YR 4/4
Bt
14
2mSBK / SiCL
FIR / SS, SP
10YR 5/6
BC
25
1mABK / C
FI / S, VP
10YR 5/8
M,1,p 10YR 4/2
Notes:
6
A
6
1mSBK / Si L
FIR / SO, PO
10YR 4/4
Bt
10
2mSBK / SiCL
FIR / SS, SP
10YR 5/6
BC/C
26
1mABK / C
FI / S, VP
10YR 5/8
C,1,p 10Yr 6/2; VAR
Notes: Parent material and clay peds evenly distributed from 10-26"
Evaluated by: TEC, ETM
Page 43

Appendix C
KsAT Data Sheets
Page 44

Saluh-
Hydraulic CondudiWty Testing
Thomspon Emomnmental Job#: 461 Union Road
Date: 7/56/2018
Weather Condition: Sunny/Clear
Test#: Ki
Hon- BC
in
Depth(inches): 37.0
SETUP
Target Water Level:
15.2 6.00
m in
Beginning Water Le
15.2 6.00
H.I. Depth:
94.0 37.0
Ending Water-e :
15.2 6.00
Reference:
t 10.2 4.0
Heatl:
- 1052 &0
CHT Tubes) setting:
= 88.9 35.0
H.I. diameter(c):
5.0 cm
H.I. radius(r):
2.5 cm
Valve Setting:
coefficient A:
0.001136
1-ON 2-ON
Initial Reservoir Reading (cm)
32.08
Coversian Factar(C.F.):
20.0 Formula Usetl:
s>=2H{sinhM(H/r)"IIrIH)^2+i1"112+r/H}/(2rtH^2)
Date rime
Logger Reservor Change in
Reading(m) Reading(cm) Water Level (cmJ
Chamber
C.F.
Clock
Tim. (min)
Elapsed Time
(min) (hr)
a
(cm3/hr)
K
hmrim)
K
(inlhr)
07/05/1804:00:OOPM
0.3208
32.08
0.0
20.0
0.0
07/05/1804:15:OOPM
0.3135
31.35
0.7
20.0
15.0
15.00
0.250
58.7
0.06674
0.0263
07/05/1804:30:OOPM
0.3118
31.18
0.2
20.0
30.0
15.00
0.250
13.1
0.01483
0.0058
07/05/1804:45:OOPM
0.3139
31.39
-0.2
20.0
45.0
15.00
0.250
-16.3
-0,01854
-0.0073
07/05/1805:00:OOPM
0.3110
31.10
0.3
20.0
60.0
15.00
0.250
22.8
0.02595
0.0102
07/05/1805:15:OOPM
0.3105
31.05
0.1
20.0
75.0
15.00
0.250
4.1
0.00463
0.0018
07/05/1805:30:OOPM
0.3122
31.22
-0.2
20.0
90.0
15.00
0.250
-13.9
-0,01576
-0.0062
07/05/1805:45:OOPM
0.3124
31.24
0.0
20.0
105.0
15.00
0.250
-1.6
-0,00185
-0.0007
07/05/1806:00:OOPM
0.3091
30.91
0.3
20.0
120.0
15.00
0.250
26.9
0.03059
0.0120
07/05/1806:15:OOPM
0.3088
30.88
0.0
20.0
135.0
15.00
0.250
2.4
0,00278
0.0011
07/05/1806:30:OOPM
0.3063
30.63
0.2
20.0
150.0
15.00
0.250
19.6
0,02225
0.0088
07/05/1806:45:OOPM
0.3069
30.69
-0.1
20.0
165.0
15.00
0.250
4.9
-0.00556
-0.0022
07/05/1807:00:OOPM
0.3053
30.53
0.2
20.0
180.0
15.00
0.250
13.1
0.01483
0.0058
07/05/1807:15:OOPM
0.3019
30.19
0.3
20.0
195.0
15.00
0.250
26.9
0.03059
0.0120
07/05/1807:30:OOPM
0.3030
30.30
-0.1
20.0
210.0
15.00
0.250
-8.2
-0,00927
-0.0036
07/05/1807:45:OOPM
0.3016
30.16
0.1
20.0
225.0
15.00
0.250
10.6
0.01205
0.0047
07/05/1808:00:OOPM
0.2983
29.83
0.3
20.0
240.0
15.00
0.250
26.9
0.03059
0.0120
07/05/1808:15:OOPM
0.2981
29.81
0.0
20.0
255.0
15.00
0.250
1.6
0.00185
0.0007
07/05/1808:30:OOPM
0.2955
29.55
0.3
20.0
270.0
15.00
0.250
20.4
0.02317
0.0091
07/05/1808:45:OOPM
0.2951
29.51
0.0
20.0
285.0
15.00
0.250
3.3
0.00371
0.0015
07/05/1809:00:OOPM
0.2926
29.26
0.3
20.0
300.0
15.00
0250
20.4
0.02317
0.0091
07/05/1809:15:OOPM
0.2927
29.27
0.0
20.0
315.0
15.00
0250
-0.8
-0.00093
-0.0004
07/05/1809:30:OOPM
0.2923
29.22
0.0
20.0
330.0
15.00
0.250
3.3
0.00371
0.0015
07/05/1809:45:OOPM
0.2877
28.77
0.5
20.0
345.0
15.00
0.250
36.7
0.04171
0.0164
07/05/I810:00:OOPM
0.2899
28.99
-0.2
20.0
360.0
15.00
0.250
-17.9
-0.02039
-0.0080
07/05/1810:15:OOPM
0.2877
28.77
0.2
20.0
375.0
15.00
0.250
17.9
0.02039
0.0080
07/05/1810:30:OOPM
0.2866
28.66
0.1
20.0
390.0
15.00
0.250
8.2
0.00927
0.0036
07/05/1810:45:OOPM
0.2857
28.57
0.1
20.0
405.0
15.00
0.250
7.3
0.00834
0.0033
07/05/I811:00:OOPM
0.2848
28.48
0.1
20.0
420.0
15.00
0250
7.3
0.00834
0.0033
07/05/1811:15:OOPM
0.2833
28.33
0.2
20.0
435.0
15.00
0250
12.2
0.01390
0.0055
07/05/1811:30:OOPM
0.2817
28.17
0.2
20.0
450.0
15.00
0.250
12.2
0.01390
0.0055
07/05/1811:45:OOPM
0.2809
28.09
0.1
20.0
465.0
15.00
0.250
6.5
0.00742
0.0029
07/06/1812:00:OOAM
0.2808
28.08
0.0
20.0
480.0
15.00
0.250
0.8
0.00093
0.0004
07/06/1812:15:OOAM
0.2792
27.92
0.2
20.0
495.0
15.00
0.250
13.1
0.01483
0.0058
07/06/1812:30:OOAM
0.2808
28.08
-0.2
20.0
510.0
15.00
0.250
-13.1
-0.01483
-0.0058
07/06/1812:45:OOAM
0.2794
27.94
0.1
20.0
525.0
15.00
0.250
11.4
0.01298
0.0051
07/06/I801:00:OOAM
0.2747
27.47
0.5
20.0
540.0
15.00
0250
37.5
0.04264
0.0168
07/06/1801:15:OOAM
0.2756
27.56
-0.1
20.0
555.0
15.00
0250
-7.3
-0.00834
-0.0033
07/06/1801:30:OOAM
0.2748
27.48
0.1
20.0
570.0
15.00
0.250
6.5
0.00742
0.0029
07/06/1801:45:OOAM
0.2754
27.54
-0.1
20.0
585.0
15.00
0.250
4.9
-0.00556
-0.0022
07/06/1802:00:OOAM
0.2731
27.31
0.2
20.0
600.0
15.00
0.250
18.8
0.02132
0.0084
07/06/1802:15:OOAM
0.2739
27.39
-0.1
20.0
615.0
15.00
0.250
-6.5
-0.00742
-0.0029
07/06/1802:30:OOAM
0.2738
27.38
0.0
20.0
630.0
15.00
0.250
0.8
0.00093
0.0004
07/06/1802:45:OOAM
0.2699
26.99
0.4
20.0
645.0
15.00
0.250
31.0
0.03522
0.0139
07/06/1803:00:OOAM
0.2691
26.91
0.1
20.0
660.0
15.00
0.250
6.5
0.00742
0.0029
07/06/1803:15:OOAM
0.2676
26.76
0.2
20.0
675.0
15.00
0.250
12.2
0.01390
0.0055
07/06/1803:30:OOAM
0.2668
26.68
0.1
20.0
690.0
15.00
0.250
6.5
0.00742
0.0029
07/06/1803:45:OOAM
0.2678
26.78
-0.1
20.0
705.0
15.00
0.250
-8.2
-0.00927
-0.0036
07/06/1804:00:OOAM
0.2667
26.67
0.1
20.0
720.0
15.00
0.250
9.0
0.01020
0.0040
07/06/1804:15:OOAM
0.2654
26.54
0.1
20.0
735.0
15.00
0.250
9.8
0.01112
0.0044
07/06/1804:30:OOAM
0.2655
26.55
0.0
20.0
750.0
15.00
0.250
-0.8
-0.00093
-0.0004
07/06/1804:45:OOAM
0.2662
26.62
-0.1
20.0
765.0
15.00
0.250
-5.7
-0.00649
-0.0026
07/06/1805:00:OOAM
0.2636
26.36
0.3
20.0
780.0
15.00
0.250
21.2
0.02410
0.0095
07/06/1805:15:OOAM
0.2649
26.49
-0.1
20.0
795.0
15.00
0.250
-10.6
-0.01205
-0.0047
07/06/1805:30:OOAM
0.2625
26.25
0.2
20.0
810.0
15.00
0.250
19.6
0.02225
0.0088
07/06/1805:45:OOAM
0.2613
26.12
0.1
20.0
825.0
15.00
0.250
9.8
0.01112
0.0044
07/06/I806:00:OOAM
0.2621
26.21
-0.1
20.0
840.0
15.00
0.250
-6.5
-0.00742
-0.0029
07/06/1806:15:OOAM
0.2604
26.04
0.2
20.0
855.0
15.00
0.250
13.1
0.01483
0.0058
O7/06/1806:30:OOAM
0.2592
21.92
0.1
2
870.0
15.00
0.250
9.8
0.01112
0.0044
07/O6/1806:45:OOAM
0.2580
25.80
0.1
20.00.0
885.0
15.00
0.250
9.8
0.01112
1 0.0044
Page 45

Saturated Hydraulic Conductivity Tearing
Thomspon Environmental Job #: 461 Union
Road
Data 7/56/2018
Weather Condition: Sunny/Clear
Test#: K2
Horizon: BC
0
Depth(inches): 17.0 SETUP
Target Water Level:
15.2 6.00
0
Beginning Water Level:
15.2 6.00
Hole Depth: 43.2 17.0
Ending Water Level:
15.2 6.00
Reference: t 10.2 4.0
Head: - 15.2 6.0
CHIT Tube(s) seNng: 38.1 15.0
Hole diameter(d):
5.0
Hole mdius(r):
2.5 cm
Valve Setting
coefficient A:
0.001136
1-ON 2-0N
Initial Reservoir Reeding (cm) 32.22
Coversion Factor(C.F.): 105.0 Formula Used:-
s>_2H(sinhll(H/r)"I(r/Hr2+11"1/2+r/H)/(2 H^2)
DateRme
Logger
Reading (on)
Reservoir Change in
Reading (cm) Water Level (cm
Chamber
C.F.
Clock
Time (min)
Elapsed
(min)
Time
(hr)
Q
(cm3/hr)
K
(cm/hr)
K
(in/hr)
07/05/1804:30:o0PM
0.3222
32.22
0.0
105.0
0.0
0.5
07/05/1804:45:00PM
0.3191
31.90
0.3
105.0
15.0
15.00
0.250
132.8
0.15085
0.0594
07/05/1805:OO:OOPM
0.3105
31.05
0.9
105.0
30.0
15.00
0.250
359.8
0.40876
0.1609
07/05/1805:15:o0PM
0.3061
30.61
0.4
M.0
45.0
15.00
0.250
184.2
0.2:921
0.0.
0]/05/1805:3090PM
0.3008
30.08
0.5
105.0
60.0
15.00
0.250
222.7
0.25304
0.0996
07/05/180545:00PM
0.2989
29.88
0.2
101.0
71.0
15.00
0.250
81.4
0.09246
0.01
07/05/1806:OO:ODPM
0.2925
29.24
0.6
105.0
90.0
15.00
0.250
219.8
0.30657
0.1207
07/05/1806:15:OOPM
0.2907
29.07
0.2
105.0
105.0
15.00
0.250
72.8
0.08273
0.0326
07/05/1806:30:OOPM
0.2872
28.71
0.4
105.0
120.0
15.00
0.250
149.9
0.17032
0.0671
07/05/180645:ODPM
0.2845
28.45
0.3
105.0
135.0
15.00
0.250
111.4
0.12652
0.0498
0]/OS/180]:OO:OOPM
0.2826
28.25
0.2
105.0
110
15.00
0.250
81.4
0.09246
0.01
07/05/18 D7:15:DDPM
0.2782
27.81
0.4
105.0
165.0
15.00
0.250
184.2
0.20925
0.0824
0]/05/1807:30:OOPM
0.2744
2].44
0.4
105.0
180.0
15.00
0.250
158.5
0.18005
0.0709
07/1, 1:087 5:DDPM
0.2714
27.14
0.3
105.0
195.0
15.00
0.250
124.2
0.14112
0.0556
0]/05/1808:OO:OOPM
0.2658
26.58
0.6
105.0
210.0
15.00
0.250
235.6
0.26]64
0.1054
07/05/1808:15:OOPM
0.2646
26.46
0.1
105.0
225.0
15.00
0.250
51.4
0.05839
0.0230
07/05/1808:30:00PM
0.2613
26.12
0.3
105.0
240.0
15.00
0.250
141.3
0.16059
0.0632
07/D5/180845:DDPM
0.2597
25.97
0.2
105.0
255.0
15.00
0.250
64.2
0.07299
0.0287
07/05/1809:09:OOPM
0.2543
25.43
0.5
105.0
270.0
15.00
0.250
227.0
0.25191
0.1011
07/05/18 D9:15:ODPM
0.2515
25.14
0.3
105.0
285.0
15.00
0.250
119.9
0.13625
0.0536
0]/05/1809:30:OOPM
0.2480
24.80
0.3
105.0
300.0
15.00
0.250
145.6
0.16545
0.0651
07/D5/180945:oDPM
0.2486
24.86
6A
105.0
315.0
15.00
0.250
-25.7
-0.02920
A.0115
07/05/1830:0O:OOPM
0.2421
24.21
0.7
105.0
330.0
15.00
0.250
274.1
0.31144
0.1226
07/05/1810:15:OOPM
0.2392
23.92
0.3
105.0
345.0
15.00
0.250
119.9
0.13625
0.0536
07/05/1830:30:o0PM
0.2341
23.41
0.5
10110
3110
11.10
0.250
214.1
0.24331
0.0958
07/05/1810:45:OOPM
0.2339
23.39
0.0
105.0
375.0
15.00
0.250
8.6
0.00973
0.0038
07/05/1811:OOMPM
0.2293
22.93
0.5
105.0
390.0
15.00
0.250
112.7
0.21:73
0.012
07/OS/1811:15:DDPM
0.2288
22.88
0.1
105.0
405.0
15.00
0.250
21.4
0.02433
0.0096
07/05/1811:30:90PM
1.2278
22.78
0.1
105.0
420.0
15.00
0.250
42.8
0.048fi6
0.0192
07/05/1811:45:ODPM
0.2233
22.33
0.4
105.0
435.0
15.00
0.250
188.4
0.21411
0.0843
0]/O6/1812:0O:OOAM
0.2206
22.05
0.3
105.0
450.0
15.00
0.250
115.6
0.13171
0.0517
07/06/1812:15:OOAM
0.2185
21.85
0.2
105.0
465.0
15.00
0.250
85.7
0.09]32
0.0383
07/06/1812-30:OOAM
0.2172
21.72
0.1
105.0
480.0
15.00
0.250
55.7
0.06326
0.019
07/D6/181245 .M
0.2138
21.38
0.3
105.0
495.0
15.00
0.250
141.3
0.1:059
0.0632
0]/06/1801:OO:OOAM
0.2089
20.89
0.5
105.0
510.0
15.00
0.250
205.6
0.23358
0.0920
07/06/180115:00AM
0.2077
20.77
0A
105.0
525.0
15.00
0.250
51.4
0.05839
0.0230
07/06/1801:30:o0AM
0.2061
20.61
0.2
105.0
540.0
15.00
0.250
68.5
0.07786
0.0307
07/06/1801:45:OOAM
0.1196
19.95
0.7
105.0
555.0
15.00
0.250
274.1
0.31144
0.1226
0]/O6/1802AO:o0AM
0.1990
19.90
0.1
105.0
570.0
15.00
0.250
21.4
0.02433
0.0096
07/06/1802:15:OOAM
0.1959
19.59
0.3
105.0
585.0
15.00
0.250
132.8
0.15085
0.0596
0]/O6/1802:30:o0AM
0.1958
1958.
0.0
105.0
600.0
15.00
0.250
4.3
0.00487
0.0019
07/06/1802:45:DDAM
0.1916
19.16
0.4
105.0
615.0
15.00
0.250
175.6
0.19952
0.0785
07/06/1803:00 OOAM
0.1893
18.92
0.2
105.0
630.0
15.00
0.250
98.5
0.11192
0.0441
07/06/1803:15:00AM
0.1873
18.73
0.2
111.1
141.1
15.00
0.250
81.4
0.09246
0.0'
0]/O6/1803:30:ODAM
0.1852
18.52
0.2
105.0
6fi0.0
15.00
0.250
89.9
0.10219
0.0402
07/0611803:45:OOAM
0.1824
18.24
0.3
105.0
675.0
15.00
0.250
115.6
0.13139
0.0517
0]/06/1804:OO:OOAM
0.1791
17.90
0.3
105.0
690.0
15.00
0.250
141.3
0.16059
0.0632
07/06/18 D4:15:DDAM
0.1781
17.81
0.1
105.0
705.0
15.00
0.250
38.5
0.04380
0.0172
07/06/1804:30:OOAM
0.1749
17.49
0.3
105.0
720.0
15.00
0.250
137.0
0.15572
0.0613
07/06/1894:45:00AM
0.1719
17.19
0.3
105.0
735.0
15.00
0.250
124.2
0.14112
0.0556
0]/06/1805:OOMAM
0.1690
16.89
0.3
105.0
750.0
15.00
0.250
124.2
0.14112
0.0556
07/06/1805:15:OOAM
0.1676
16.76
0.1
105.0
765.0
15.00
0.250
55.7
0.08326
0.0269
0]/O6/1805:30:o0AM
0.1644
16.43
0.3
105.0
780.0
15.00
0.250
137.0
0.15572
0.0613
07/0611805:45:OOAM
0.1622
16.22
0.2
105.0
795.0
15.00
0.250
89.9
0.10219
0.0402
0]/06/1806:OO:OOAM
0.1605
16.05
0.2
105.0
810.0
15.00
0.250
72.8
0.08273
0.0326
07/06/18 D6:15:ODAM
0.1575
15.75
0.3
101.0
121.0
15.00
0.250
124.2
0.14112
0.0556
0]/06/1806:30:OOAM
0.1562
15.62
0.1
105.0
840.0
15.00
0.250
55.7
0.06326
0.0249
07/06/18 D6:45:00AM
0.1122
15.22
0.4
105.0
855.0
15.00
0.250
167.0
0.18978
0.0747
07/06/1807:0O:OOAM
0.1500
15.00
0.2
105.0
870.0
15.00
0.250
94.2
0.107%
0.0421
07/06/1807:15:OOAM
0.1487
14.86
0.1
101.0
111.0
15.00
0.250
55.7
0.06326
0.0269
0]/O6/1807:30:OOAM
0.1457
14.57
0.3
105.0
900.0
15.00
0.250
124.2
0.14112
0.0556
07/06/1807:45:DDAM
0.1403
14.03
0.5
105.0
915.0
15.00
0.250
227.0
0.25791
0.1015
07/06/1808:0D:DDAM
0.1398
13.98
0A
105.0
930.0
15.00
0.250
21.4
0.02433
0.0096
0.6
o.s
0.4
0.3
0.2
0.1
0
-0.1
In/Hr vs. Time
Page 46

Saturated Hydraulic Conductivity Testing
Thomspon Environmental Job #: 461 Union Road
Date:
7/5-6/2018
Weather Condition:
Sunny/Clear
Test #:
K3
Horizon:
BC
cm in
Depth(inches):
22.0 SET UP
Target Water Level:
15.2 6.00
cm in
Beginning Water Level:
15.2 6.00
Hole Depth: 55.9 22.0
Ending Water Level:
15.2 6.00
Reference: + 10.2 4.0
Head: - 15.2 6.0
CHT Tube(.)
setting: = 50.8 20.0
Hole diameter (d):
5.0 cm
Hole radius (r):
2.5 cm
Valve Setting:-
coefficient A:
0.001136
1-ON 2-ON
Initial Reservoir
Reading (cm) 33.86
Coversion
Factor(C.F.): 20.0 Formula Used:-
.-2H{sinhll(H/r}[(r/H)-2+1]-1/2+r/H)/(2nH-2)
zi�tuavr..waw+v�tn
Date/Time
Logger
Reading (m)
Reservoir Changein
Reading (cm) Water Level (cm
Chamber
C.F.
Clock
Time (min)
Elapsed Time
(min) (hr)
Q
(cm3/hr)
K
(cm/hr)
K
(in/hr)
07/05/1805:00:OOPM
0.3386
33.86
0.0
20.0
0.0
0.1
07/05/1805:15:OOPM
0.3375
33.75
0.1
20.0
15.0
15.00
0.250
9.0
0.01020
0.0040
07/05/1805:30:OOPM
0.3368
33.68
0.1
20.0
30.0
15.00
0.250
5.7
0.00649
0.0026
07/05/1805:45:OOPM
0.3370
33.70
0.0
20.0
45.0
15.00
0.250
-1.6
-0.00185
-0.0007
07/05/1806:00:OOPM
0.3342
33.41
0.3
20.0
60.0
15.00
0.250
22.8
0.02595
0.0102
07/05/1806:15:OOPM
0.3329
33.29
0.1
20.0
75.0
15.00
0.250
9.8
0.01112
0.0044
07/05/1806:30:OOPM
0.3326
33.26
0.0
20.0
90.0
15.00
0.250
2.4
0.00278
0.0011
07/05/1806:45:OOPM
0.3277
32.77
0.5
20.0
105.0
15.00
0.250
39.2
0.04449
0.0175
07/05/1807:00:OOPM
0.3288
32.87
-0.1
20.0
120.0
15.00
0.250
-8.2
-0.00927
-0.0036
07/05/1807:15:OOPM
0.3272
32.72
0.2
20.0
135.0
15.00
0.250
12.2
0.01390
0.0055
07/05/1807:30:OOPM
0.3262
32.62
0.1
20.0
150.0
15.00
0.250
8.2
0.00927
0.0036
07/05/1807:45:00PM
0.3240
32.39
0.2
20.0
165.0
15.00
0.250
17.9
0.02039
0.0080
07/05/1808:00:OOPM
0.3234
32.33
0.1
20.0
180.0
15.00
0.250
4.9
0.00556
0.0022
07/05/1808:15:OOPM
0.3230
32.30
0.0
20.0
195.0
15.00
0.250
2.4
0.00278
0.0011
07/05/1808:30:OOPM
0.3232
32.32
0.0
20.0
210.0
15.00
0.250
-1.6
-0.00185
-0.0007
07/05/1808:45:OOPM
0.3214
32.14
0.2
20.0
225.0
15.00
0.250
14.7
0.01668
0.0066
07/05/1809:00:OOPM
0.3177
31.77
0.4
20.0
240.0
15.00
0.250
29.4
0.03337
0.0131
07/05/1809:15:OOPM
0.3170
31.70
0.1
20.0
255.0
15.00
0.250
5.7
0.00649
0.0026
07/05/1809:30:OOPM
0.3172
31.72
0.0
20.0
270.0
15.00
0.250
-1.6
-0.00185
-0.0007
07/05/1809:45:OOPM
0.3174
31.74
0.0
20.0
285.0
15.00
0.250
-1.6
-0.00185
-0.0007
07/05/1810:00:OOPM
0.3116
31.16
0.6
20.0
300.0
15.00
0.250
46.5
0.05283
0.0208
07/05/1810:15:OOPM
0.3127
31.27
-0.1
20.0
315.0
15.00
0.250
-9.0
-0.01020
-0.0040
07/05/1810:30:OOPM
0.3095
30.94
0.3
20.0
330.0
15.00
0.250
26.1
0.02966
0.0117
07/05/1810:45:OOPM
0.3087
30.86
0.1
20.0
345.0
15.00
0.250
6.5
0.00742
0.0029
07/05/1811:00:OOPM
0.3080
30.79
0.1
20.0
360.0
15.00
0.250
5.7
0.00649
0.0026
07/05/1811:15:OOPM
0.3022
30.22
0.6
20.0
375.0
15.00
0.250
45.7
0.05191
0.0204
07/05/1811:30:OOPM
0.3044
30.43
-0.2
20.0
390.0
15.00
0.250
-17.1
-0.01946
-0.0077
07/05/1811:45:OOPM
0.3032
30.31
0.1
20.0
405.0
15.00
0.250
9.8
0.01112
0.0044
07/06/1812:00:OOAM
0.2999
29.99
0.3
20.0
420.0
15.00
0.250
26.1
0.02966
0.0117
07/06/1812:15:OOAM
0.2996
29.95
0.0
20.0
435.0
15.00
0.250
2.4
0.00278
0.0011
07/06/1812:30:OOAM
0.2983
29.82
0.1
20.0
450.0
15.00
0.250
10.6
0.01205
0.0047
07/06/1812:45:OOAM
0.3000
30.00
-0.2
20.0
465.0
15.00
0.250
-13.9
-0.01576
-0.0062
07/06/1801:00:OOAM
0.2992
29.91
0.1
20.0
480.0
15.00
0.250
6.5
0.00742
0.0029
07/06/1801:15:OOAM
0.2949
29.49
0.4
20.0
495.0
15.00
0.250
34.3
0.03893
0.0153
07/06/1801:30:OOAM
0.2963
29.63
-0.1
20.0
510.0
15.00
0.250
-11.4
-0.01298
-0.0051
07/06/1801:45:OOAM
0.2956
29.56
0.1
20.0
525.0
15.00
0.250
5.7
0.00649
0.0026
07/06/1802:00:OOAM
0.2927
29.26
0.3
20.0
540.0
15.00
0.250
23.7
0.02688
0.0106
07/06/1802:15:OOAM
0.2929
29.28
0.0
20.0
555.0
15.00
0.250
-1.6
-0.00185
-0.0007
07/06/1802:30:OOAM
0.2890
28.89
0.4
20.0
570.0
15.00
0.250
31.0
0.03522
0.0139
07/06/1802:45:OOAM
0.2892
28.91
0.0
20.0
585.0
15.00
0.250
-1.6
-0.00185
-0.0007
07/06/1803:00:OOAM
0.2890
28.89
0.0
20.0
600.0
15.00
0.250
1.6
0.00185
0.0007
07/06/1803:15:OOAM
0.2890
28.89
0.0
20.0
615.0
15.00
0.250
0.0
0.00000
0.0000
07/06/1803:30:OOAM
0.2873
28.72
0.2
20.0
630.0
15.00
0.250
13.9
0.01576
0.0062
07/06/1803:45:OOAM
0.2868
28.68
0.0
20.0
645.0
15.00
0.250
3.3
0.00371
0.0015
07/06/1804:00:OOAM
0.2860
28.60
0.1
20.0
660.0
15.00
0.250
6.5
0.00742
0.0029
07/06/1804:15:OOAM
0.2851
28.51
0.1
20.0
675.0
15.00
0.250
7.3
0.00834
0.0033
07/06/1804:30:OOAM
0.2853
28.53
0.0
20.0
690.0
15.00
0.250
-1.6
-0.00185
-0.0007
07/06/1804:45:OOAM
0.2843
28.42
0.1
20.0
705.0
15.00
0.250
8.2
0.00927
0.0036
07/06/1805:00:OOAM
0.2825
28.24
0.2
20.0
720.0
15.00
0.250
14.7
0.01668
0.0066
07/06/1805:15:OOAM
0.2831
28.30
-0.1
20.0
735.0
15.00
0.250
-4.9
-0.00556
-0.0022
07/06/1805:30:OOAM
0.2811
28.11
0.2
20.0
750.0
15.00
0.250
15.5
0.01761
0.0069
07/06/1805:45:OOAM
0.2796
27.96
0.2
20.0
765.0
15.00
0.250
12.2
0.01390
0.0055
07/06/1806:00:OOAM
0.2788
27.87
0.1
20.0
780.0
15.00
0.250
6.5
0.00742
0.0029
07/06/1806:15:OOAM
0.2795
27.95
-0.1
20.0
795.0
15.00
0.250
-5.7
-0.00649
-0.0026
07/06/1806:30:00AM
0.2776
27.75
0.2
20.0
810.0
15.00
0.250
15.5
0.01761
0.0069
07/06/1806:45:OOAM
0.2765
27.65
0.1
20.0
825.0
15.00
0.250
8.2
0.00927
0.0036
07/06/1807:00:00AM
0.2747
27.47
0.2
20.0
840.0
15.00
0.250
14.7
0.01668
0.0066
07/06/1807:15:OOAM
0.2738
27.37
0.1
20.0
855.0
15.00
0.250
7.3
0.00834
0.0033
07/06/1807:30:OOAM
0.2724
27.23
0.1
20.0
870.0
15.00
0.250
11.4
0.01298
0.0051
07/06/1807:45:OOAM
0.2700
27.00
0.2
20.0
885.0
15.00
0.250
18.8
0.02132
0.0084
07/06/1808:00:OOAM
0.2680
26.79
0.2
20.0
900.0
15.00
0.250
16.3
0.01854
0.0073
07/06/1808:15:00AM
0.2653
26.53
0.3
20.0
915.0
15.00
0.250
21.2
0.02410
1 0.0095
I -rage u.uuan I
Page 47

Saturated Hydraulic Conductivity Testing
Thomspon Environmental Job #: 461 Union Road
Date:
7/5-6/2018
Weather Condition:
Sunny/Clear
Test #:
K4
Horizon:
BC
cm in
Depth(inches):
23.0 SET UP
Target Water Level:
15.2 6.00
cm in
Beginning Water Level:
15.2 6.00
Hole Depth: 58.4 23.0
Ending Water Level:
15.2 6.00
Reference: + 10.2 4.0
Head: - 15.2 6.0
CHT Tube(.)
setting: = 53.3 21.0
Hole diameter (d):
5.0 cm
Hole radius (r):
2.5 cm
Valve Setting:-
coefficient A:
0.001136
1-ON 2-ON
Initial Reservoir
Reading (cm) 30.48
Coversion
Factor (C.F.): 20.0 Formula Used: -
.-2H{sinhll(H/ry[(r/H)-2+1]-1/2+r/H)/(21 H-2;
zi�ruavr..waw+v�tn
Date/Time
Logger
Reading (m)
Reservoir Changein
Reading (cm) Water Level (cm
Chamber
C.F.
Clock
Time (min)
Elapsed Time
(min) (hr)
Q
(cm3/hr)
K
(cm/hr)
K
(in/hr)
07/05/1805:00:OOPM
0.3048
30.48
0.0
20.0
0.0
0.1
07/05/1805:15:OOPM
0.2996
29.96
0.5
20.0
15.0
15.00
0.250
41.6
0.04727
0.0186
07/05/1805:30:OOPM
0.2965
29.65
0.3
20.0
30.0
15.00
0.250
24.5
0.02781
0.0109
07/05/1805:45:OOPM
0.2928
29.28
0.4
20.0
45.0
15.00
0.250
30.2
0.03430
0.0135
07/05/1806:00:OOPM
0.2942
29.42
-0.1
20.0
60.0
15.00
0.250
-11.4
-0.01298
-0.0051
07/05/1806:15:OOPM
0.2927
29.27
0.2
20.0
75.0
15.00
0.250
12.2
0.01390
0.0055
07/05/1806:30:OOPM
0.2891
28.91
0.4
20.0
90.0
15.00
0.250
28.6
0.03244
0.0128
07/05/1806:45:OOPM
0.2873
28.73
0.2
20.0
105.0
15.00
0.250
14.7
0.01668
0.0066
07/05/1807:00:OOPM
0.2910
29.10
-0.4
20.0
120.0
15.00
0.250
-30.2
-0.03430
-0.0135
07/05/1807:15:OOPM
0.2892
28.92
0.2
20.0
135.0
15.00
0.250
14.7
0.01668
0.0066
07/05/1807:30:OOPM
0.2855
28.55
0.4
20.0
150.0
15.00
0.250
29.4
0.03337
0.0131
07/05/1807:45:00PM
0.2850
28.50
0.1
20.0
165.0
15.00
0.250
4.1
0.00463
0.0018
07/05/1808:00:OOPM
0.2833
28.33
0.2
20.0
180.0
15.00
0.250
13.9
0.01576
0.0062
07/05/1808:15:OOPM
0.2828
28.28
0.1
20.0
195.0
15.00
0.250
4.1
0.00463
0.0018
07/05/1808:30:OOPM
0.2818
28.19
0.1
20.0
210.0
15.00
0.250
7.3
0.00834
0.0033
07/05/1808:45:OOPM
0.2814
28.14
0.0
20.0
225.0
15.00
0.250
3.3
0.00371
0.0015
07/05/1809:00:OOPM
0.2814
28.14
0.0
20.0
240.0
15.00
0.250
0.0
0.00000
0.0000
07/05/1809:15:OOPM
0.2821
28.21
-0.1
20.0
255.0
15.00
0.250
-4.9
-0.00556
-0.0022
07/05/1809:30:OOPM
0.2770
27.70
0.5
20.0
270.0
15.00
0.250
40.8
0.04635
0.0182
07/05/1809:45:OOPM
0.2778
27.78
-0.1
20.0
285.0
15.00
0.250
-6.5
-0.00742
-0.0029
07/05/1810:00:OOPM
0.2770
27.70
0.1
20.0
300.0
15.00
0.250
6.5
0.00742
0.0029
07/05/1810:15:OOPM
0.2783
27.83
-0.1
20.0
315.0
15.00
0.250
-10.6
-0.01205
-0.0047
07/05/1810:30:OOPM
0.2772
27.72
0.1
20.0
330.0
15.00
0.250
9.0
0.01020
0.0040
07/05/1810:45:OOPM
0.2761
27.61
0.1
20.0
345.0
15.00
0.250
8.2
0.00927
0.0036
07/05/1811:00:OOPM
0.2739
27.39
0.2
20.0
360.0
15.00
0.250
17.9
0.02039
0.0080
07/05/1811:15:OOPM
0.2739
27.39
0.0
20.0
375.0
15.00
0.250
0.0
0.00000
0.0000
07/05/1811:30:OOPM
0.2736
27.36
0.0
20.0
390.0
15.00
0.250
2.4
0.00278
0.0011
07/05/1811:45:OOPM
0.2719
27.19
0.2
20.0
405.0
15.00
0.250
13.9
0.01576
0.0062
07/06/1812:00:OOAM
0.2723
27.23
0.0
20.0
420.0
15.00
0.250
-3.3
-0.00371
-0.0015
07/06/1812:15:OOAM
0.2731
27.31
-0.1
20.0
435.0
15.00
0.250
-6.5
-0.00742
-0.0029
07/06/1812:30:OOAM
0.2704
27.04
0.3
20.0
450.0
15.00
0.250
21.2
0,02410
0.0095
07/06/1812:45:OOAM
0.2688
26.88
0.2
20.0
465.0
15.00
0.250
13.1
0.01483
0.0058
07/06/1801:00:OOAM
0.2700
27.00
-0.1
20.0
480.0
15.00
0.250
-9.8
-0.01112
-0.0044
07/06/1801:15:OOAM
0.2671
26.71
0.3
20.0
495.0
15.00
0.250
23.7
0.02688
0.0106
07/06/1801:30:OOAM
0.2671
26.71
0.0
20.0
510.0
15.00
0.250
0.0
0.00000
0.0000
07/06/1801:45:OOAM
0.2683
26.83
-0.1
20.0
525.0
15.00
0.250
-9.8
-0.01112
-0.0044
07/06/1802:00:OOAM
0.2670
26.70
0.1
20.0
540.0
15.00
0.250
10.6
0.01205
0.0047
07/06/1802:15:OOAM
0.2656
26.56
0.1
20.0
555.0
15.00
0.250
10.6
0.01205
0.0047
07/06/1802:30:OOAM
0.2652
26.52
0.0
20.0
570.0
15.00
0.250
3.3
0.00371
0.0015
07/06/1802:45:OOAM
0.2643
26.43
0.1
20.0
585.0
15.00
0.250
7.3
0.00834
0.0033
07/06/1803:00:OOAM
0.2639
26.39
0.0
20.0
600.0
15.00
0.250
3.3
0.00371
0.0015
07/06/1803:15:OOAM
0.2625
26.25
0.1
20.0
615.0
15.00
0.250
11.4
0.01298
0.0051
07/06/1803:30:OOAM
0.2613
26.13
0.1
20.0
630.0
15.00
0.250
9.8
0.01112
0.0044
07/06/1803:45:OOAM
0.2625
26.25
-0.1
20.0
645.0
15.00
0.250
-9.8
-0.01112
-0.0044
07/06/1804:00:OOAM
0.2607
26.07
0.2
20.0
660.0
15.00
0.250
13.9
0.01576
0.0062
07/06/1804:15:OOAM
0.2594
25.94
0.1
20.0
675.0
15.00
0.250
10.6
0.01205
0.0047
07/06/1804:30:OOAM
0.2610
26.11
-0.2
20.0
690.0
15.00
0.250
-13.1
-0.01483
-0.0058
07/06/1804:45:OOAM
0.2573
25.73
0.4
20.0
705.0
15.00
0.250
30.2
0.03430
0.0135
07/06/1805:00:OOAM
0.2594
25.94
-0.2
20.0
720.0
15.00
0.250
-17.1
-0.01946
-0.0077
07/06/1805:15:OOAM
0.2555
25.55
0.4
20.0
735.0
15.00
0.250
31.0
0.03522
0.0139
07/06/1805:30:OOAM
0.2569
25.69
-0.1
20.0
750.0
15.00
0.250
-10.6
-0.01205
-0.0047
07/06/1805:45:OOAM
0.2551
25.51
0.2
20.0
765.0
15.00
0.250
13.9
0.01576
0.0062
07/06/1806:00:OOAM
0.2538
25.38
0.1
20.0
780.0
15.00
0.250
10.6
0.01205
0.0047
07/06/1806:15:OOAM
0.2526
25.26
0.1
20.0
795.0
15.00
0.250
9.8
0.01112
0.0044
07/06/1806:30:00AM
0.2525
25.25
0.0
20.0
810.0
15.00
0.250
0.8
0.00093
0.0004
07/06/1806:45:OOAM
0.2513
25.13
0.1
20.0
825.0
15.00
0.250
9.8
0.01112
0.0044
07/06/1807:00:OOAM
0.2521
25.21
-0.1
20.0
840.0
15.00
0.250
-6.5
-0.00742
-0.0029
07/06/1807:15:OOAM
0.2501
25.01
0.2
20.0
855.0
15.00
0.250
15.5
0.01761
0.0069
07/06/1807:30:OOAM
0.2493
24.93
0.1
20.0
870.0
15.00
0.250
6.5
0.00742
0.0029
07/06/1807:45:00AM
0.2487
24.87
0.1
20.0
885.0
15.00
0.250
4.9
0.00556
0.0022
ImnmI
Page 48

Saturated Hydraulic Conductivity Testing
Thomspon Environmental Job #: 461 Union Road
Date:
7/5-6/2018
Weather Condition:
Sunny/Clear
Test #:
K5
Horizon:
BC
cm in
Depth(inches):
22.0 SET UP
Target Water Level:
15.2 6.00
cm in
Beginning Water Level:
15.2 6.00
Hole Depth: 55.9 22.0
Ending Water Level:
15.2 6.00
Reference: + 10.2 4.0
Head: - 15.2 6.0
CHT Tube(.)
setting: = 50.8 20.0
Hole diameter (d):
5.0 cm
Hole radius (r):
2.5 cm
Valve Setting:-
coefficient A:
0.001136
1-ON 2-ON
Initial Reservoir
Reading (cm) 32.99
Coversion
Factor(C.F.): 20.0 Formula Used:-
.-2H{sinhll(H/ry[(r/H)-2+1]-1/2+r/H)/(2nH-2;
zi�tuavr..waw+v�tn
Date/Time
Logger
Reading (m)
Reservoir Changein
Reading (cm) Water Level (cm
Chamber
C.F.
Clock
Time (min)
Elapsed Time
(min) (hr)
O
(cm3/hr)
K
(cm/hr)
K
(in/hr)
07/05/1805:30:OOPM
0.3300
32.99
0.0
20.0
0.0
0.05
07/05/1805:45:OOPM
0.3285
32.84
0.2
20.0
15.0
15.00
0.250
12.2
0.01390
0.0055
07/05/1806:00:OOPM
0.3277
32.77
0.1
20.0
30.0
15.00
0.250
5.7
0.00649
0.0026
07/05/1806:15:OOPM
0.3268
32.67
0.1
20.0
45.0
15.00
0.250
7.3
0.00834
0.0033
07/05/1806:30:OOPM
0.3291
32.90
-0.2
20.0
60.0
15.00
0.250
-17.9
-0.02039
-0.0080
07/05/1806:45:OOPM
0.3292
32.91
0.0
20.0
75.0
15.00
0.250
-0.8
-0.00093
-0.0004
07/05/1807:00:OOPM
0.3294
32.93
0.0
20.0
90.0
15.00
0.250
-1.6
-0.00185
-0.0007
07/05/1807:15:OOPM
0.3293
32.92
0.0
20.0
105.0
15.00
0.250
0.8
0.00093
0.0004
07/05/1807:30:OOPM
0.3263
32.62
0.3
20.0
120.0
15.00
0.250
23.7
0.02688
0.0106
07/05/1807:45:OOPM
0.3245
32.44
0.2
20.0
135.0
15.00
0.250
14.7
0.01668
0.0066
07/05/1808:00:OOPM
0.3224
32.24
0.2
20.0
150.0
15.00
0.250
16.3
0.01854
0.0073
07/05/1808:15:00PM
0.3230
32.30
-0.1
20.0
165.0
15.00
0.250
-4.9
-0.00556
-0.0022
07/05/1808:30:OOPM
0.3239
32.38
-0.1
20.0
180.0
15.00
0.250
-6.5
-0.00742
-0.0029
07/05/1808:45:OOPM
0.3229
32.29
0.1
20.0
195.0
15.00
0.250
7.3
0.00834
0.0033
07/05/1809:00:OOPM
0.3232
32.32
0.0
20.0
210.0
15.00
0.250
-2.4
-0.00278
-0.0011
07/05/1809:15:OOPM
0.3237
32.36
0.0
20.0
225.0
15.00
0.250
-3.3
-0.00371
-0.0015
07/05/1809:30:OOPM
0.3214
32.13
0.2
20.0
240.0
15.00
0.250
17.9
0,02039
0.0080
07/05/1809:45:OOPM
0.3202
32.01
0.1
20.0
255.0
15.00
0.250
9.8
0.01112
0.0044
07/05/1810:00:OOPM
0.3220
32.19
-0.2
20.0
270.0
15.00
0.250
-14.7
-0.01668
-0.0066
07/05/1810:15:OOPM
0.3196
31.95
0.2
20.0
285.0
15.00
0.250
19.6
0.02225
0.0088
07/05/1810:30:OOPM
0.3196
31.95
0.0
20.0
300.0
15.00
0.250
0.0
0.00000
0.0000
07/05/1810:45:OOPM
0.3198
31.97
0.0
20.0
315.0
15.00
0.250
-1.6
-0.00185
-0.0007
07/05/1811:00:OOPM
0.3162
31.61
0.4
20.0
330.0
15.00
0.250
28.6
0.03244
0.0128
07/05/1811:15:OOPM
0.3215
32.14
-0.5
20.0
345.0
15.00
0.250
-42.4
-0.04820
-0.0190
07/05/1811:30:OOPM
0.3170
31.69
0.4
20.0
360.0
15.00
0.250
35.9
0.04078
0.0161
07/05/1811:45:OOPM
0.3188
31.87
-0.2
20.0
375.0
15.00
0.250
-13.9
-0.01576
-0.0062
07/06/1812:0O:OOAM
0.3170
31.69
0.2
20.0
390.0
15.00
0.250
13.9
0.01576
0.0062
07/06/1812:15:OOAM
0.3152
31.51
0.2
20.0
405.0
15.00
0.250
14.7
0.01668
0.0066
07/06/1812:30:OOAM
0.3170
31.69
-0.2
20.0
420.0
15.00
0.250
-14.7
-0.01668
-0.0066
07/06/1812:45:OOAM
0.3153
31.52
0.2
20.0
435.0
15.00
0.250
13.9
0.01576
0.0062
07/06/1801:0O:OOAM
0.3149
31.48
0.0
20.0
450.0
15.00
0.250
3.3
0.00371
0.0015
07/06/1801:15:OOAM
0.3148
31.47
0.0
20.0
465.0
15.00
0.250
0.8
0.00093
0.0004
07/06/1801:30:OOAM
0.3157
31.56
-0.1
20.0
480.0
15.00
0.250
-7.3
-0.00834
-0.0033
07/06/1801:45:OOAM
0.3130
31.29
0.3
20.0
495.0
15.00
0.250
22.0
0.02503
0.0099
07/06/1802:00:OOAM
0.3134
31.33
0.0
20.0
510.0
15.00
0.250
-3.3
-0.00371
-0.0015
07/06/1802:15:OOAM
0.3147
31.46
-0.1
20.0
525.0
15.00
0.250
-10.6
-0.01205
-0.0047
07/06/1802:30:OOAM
0.3146
31.45
0.0
20.0
540.0
15.00
0.250
0.8
0.00093
0.0004
07/06/1802:45:OOAM
0.3128
31.28
0.2
20.0
555.0
15.00
0.250
13.9
0.01576
0.0062
07/06/1803:00:OOAM
0.3117
31.16
0.1
20.0
570.0
15.00
0.250
9.0
0.01020
0.0040
07/06/1803:15:OOAM
0.3114
31.13
0.0
20.0
585.0
15.00
0.250
2.4
0.00278
0.0011
07/06/1803:30:OOAM
0.3114
31.13
0.0
20.0
600.0
15.00
0.250
0.0
0.00000
0.0000
07/06/1803:45:OOAM
0.3141
31.40
-0.3
20.0
615.0
15.00
0.250
-21.2
-0.02410
-0.0095
07/06/1804:00:OOAM
0.3140
31.39
0.0
20.0
630.0
15.00
0.250
0.8
0.00093
0.0004
07/06/1804:15:OOAM
0.3113
31.12
0.3
20.0
645.0
15.00
0.250
21.2
0.02410
0.0095
07/06/1804:30:OOAM
0.3125
31.25
-0.1
20.0
660.0
15.00
0.250
-9.8
-0.01112
-0.0044
07/06/1804:45:OOAM
0.3138
31.37
-0.1
20.0
675.0
15.00
0.250
-9.8
-0.01112
-0.0044
07/06/1805:00:OOAM
0.3109
31.08
0.3
20.0
690.0
15.00
0.250
22.8
0.02595
0.0102
07/06/1805:15:OOAM
0.3109
31.08
0.0
20.0
705.0
15.00
0.250
0.0
0.00000
0.0000
07/06/1805:30:OOAM
0.3109
31.08
0.0
20.0
720.0
15.00
0.250
0.0
0.00000
0.0000
07/06/1805:45:OOAM
0.3110
31.09
0.0
20.0
735.0
15.00
0.250
-0.8
-0.00093
-0.0004
07/06/1806:00:OOAM
0.3109
31.08
0.0
20.0
750.0
15.00
0.250
0.8
0.00093
0.0004
07/06/1806:15:OOAM
0.3109
31.08
0.0
20.0
765.0
15.00
0.250
0.0
0.00000
0.0000
07/06/1806:30:OOAM
0.3098
30.97
0.1
20.0
780.0
15.00
0.250
9.0
0.01020
0.0040
07/06/1806:45:OOAM
0.3081
30.80
0.2
20.0
795.0
15.00
0.250
13.9
0.01576
0.0062
07/06/1807:00:OOAM
0.3090
30.89
-0.1
20.0
810.0
15.00
0.250
-7.3
-0.00834
-0.0033
07/06/1807:15:OOAM
0.3081
30.80
0.1
20.0
825.0
15.00
0.250
7.3
0.00834
0.0033
07/06/1807:30:OOAM
0.3083
30.82
0.0
20.0
840.0
15.00
0.250
-1.6
-0.00185
-0.0007
07/06/1807:45:OOAM
0.3064
30.63
0.2
20.0
855.0
15.00
0.250
14.7
0.01668
0.0066
07/06/1:08:00 IOAM
0.302.
30.27
0.4
20.0
870.0
15.00
0.250
29.4
0.03337
0.0131
07/06/108:15:O0AM
0.3016
30.16
0.1
20.0
885.0
15.00
0.250
9.0
0.01020
0.0040
l 'I
Page 49

Saturated Hydraulic Conductivity Testing
Thomspon Environmental Job #: 461 Union Road
Date:
7/5-6/2018
Weather Condition:
Sunny/Clear
Test #:
K6
Horizon:
BC
cm in
Depth(inches):
24.0 SET UP
Target Water Level:
15.2 6.00
cm in
Beginning Water Level:
15.2 6.00
Hole Depth: 61.0 24.0
Ending Water Level:
15.2 6.00
Reference: + 10.2 4.0
Head: - 15.2 6.0
CHT Tube(.)
setting: = 55.9 22.0
Hole diameter (d):
5.0 cm
Hole radius (r):
2.5 cm
Valve Setting:-
coefficient A:
0.001136
1-ON 2-ON
Initial Reservoir
Reading (cm) 31.97
Coversion
Factor(C.F.): 20.0 Formula Used:-
.-2H{sinhll(H/ry[(r/H)-2+1]-1/2+r/H)/(2nH-2;
zi�tuavr..waw+v�tn
Date/Time
Logger
Reading (m)
Reservoir Changein
Reading (cm) Water Level (cm
Chamber
C.F.
Clock
Time (min)
Elapsed Time
(min) (hr)
O
(cm3/hr)
K
(cm/hr)
K
(in/hr)
07/05/1805:30:OOPM
0.3197
31.97
0.0
20.0
0.0
0.05
07/05/1805:45:00PM
0.3171
31.72
0.3
20.0
15.0
15.00
0.250
20.4
0.02317
0.0091
07/05/1806:00:OOPM
0.3142
31.42
0.3
20.0
30.0
15.00
0.250
23.7
0.02688
0.0106
07/05/1806:15:OOPM
0.3153
31.53
-0.1
20.0
45.0
15.00
0.250
-9.0
-0.01020
-0.0040
07/05/1806:30:OOPM
0.3140
31.40
0.1
20.0
60.0
15.00
0.250
10.6
0.01205
0.0047
07/05/1806:45:00PM
0.3101
31.01
0.4
20.0
75.0
15.00
0.250
31.0
0.03522
0.0139
07/05/1807:00:OOPM
0.3049
30.49
0.5
20.0
90.0
15.00
0.250
41.6
0.04727
0.0186
07/05/1807:15:OOPM
0.3025
30.26
0.2
20.0
105.0
15.00
0.250
18.8
0.02132
0.0084
07/05/1807:30:OOPM
0.3008
30.08
0.2
20.0
120.0
15.00
0.250
13.9
0.01576
0.0062
07/05/1807:45:00PM
0.2983
29.83
0.3
20.0
135.0
15.00
0.250
20.4
0.02317
0.0091
07/05/1808:00:OOPM
0.2998
29.98
-0.2
20.0
150.0
15.00
0.250
-12.2
-0.01390
-0.0055
07/05/1808:15:OOPM
0.2964
29.65
0.3
20.0
165.0
15.00
0.250
26.9
0.03059
0.0120
07/05/1808:30:OOPM
0.2951
29.51
0.1
20.0
180.0
15.00
0.250
10.6
0.01205
0.0047
07/05/1808:45:00PM
0.2931
29.31
0.2
20.0
195.0
15.00
0.250
16.3
0.01854
0.0073
07/05/1809:00:OOPM
0.2934
29.34
0.0
20.0
210.0
15.00
0.250
-2.4
-0.00278
-0.0011
07/05/1809:15:OOPM
0.2900
29.00
0.3
20.0
225.0
15.00
0.250
26.9
0.03059
0.0120
07/05/1809:30:OOPM
0.2892
28.92
0.1
20.0
240.0
15.00
0.250
6.5
0.00742
0.0029
07/05/1809:45:001PM
0.2896
28.96
0.0
20.0
255.0
15.00
0.250
-3.3
-0.00371
-0.0015
07/05/1810:00:OOPM
0.2878
28.78
0.2
20.0
270.0
15.00
0.250
14.7
0.01668
0.0066
07/05/1810:15:OOPM
0.2855
28.55
0.2
20.0
285.0
15.00
0.250
17.9
0.02039
0.0080
07/05/1810:30:OOPM
0.2844
28.44
0.1
20.0
300.0
15.00
0.250
9.0
0.01020
0.0040
07/05/1810:45:001PM
0.2817
28.18
0.3
20.0
315.0
15.00
0.250
21.2
0.02410
0.0095
07/05/1811:00:001PM
0.2838
28.38
-0.2
20.0
330.0
15.00
0.250
-16.3
-0.01854
-0.0073
07/05/1811:15:001PM
0.2793
27.93
0.4
20.0
345.0
15.00
0.250
35.9
0.04078
0.0161
07/05/1811:30:OOPM
0.2773
27.73
0.2
20.0
360.0
15.00
0.250
16.3
0.01854
0.0073
07/05/1811:45:00PM
0.2744
27.44
0.3
20.0
375.0
15.00
0.250
22.8
0.02595
0.0102
07/06/1812:0O:OOAM
0.2733
27.33
0.1
20.0
390.0
15.00
0.250
9.0
0.01020
0.0040
07/06/1812:15:OOAM
0.2714
27.15
0.2
20.0
405.0
15.00
0.250
14.7
0.01668
0.0066
07/06/1812:30:OOAM
0.2721
27.21
-0.1
20.0
420.0
15.00
0.250
-4.9
-0.00556
-0.0022
07/06/1812:45:OOAM
0.2678
26.78
0.4
20.0
435.0
15.00
0.250
34.3
0.03893
0.0153
07/06/1801:0O:OOAM
0.2679
26.79
0.0
20.0
450.0
15.00
0.250
-0.8
-0.00093
-0.0004
07/06/1801:15:OOAM
0.2669
26.69
0.1
20.0
465.0
15.00
0.250
8.2
0.00927
0.0036
07/06/1801:30:OOAM
0.2646
26.46
0.2
20.0
480.0
15.00
0.250
17.9
0.02039
0.0080
07/06/1801:45:OOAM
0.2627
26.27
0.2
20.0
495.0
15.00
0.250
15.5
0.01761
0.0069
07/06/1802:00:OOAM
0.2606
26.07
0.2
20.0
510.0
15.00
0.250
16.3
0.01854
0.0073
07/06/1802:15:OOAM
0.2598
25.98
0.1
20.0
525.0
15.00
0.250
6.5
0.00742
0.0029
07/06/1802:30:OOAM
0.2578
25.78
0.2
20.0
540.0
15.00
0.250
16.3
0.01854
0.0073
07/06/1802:45:OOAM
0.2557
25.58
0.2
20.0
555.0
15.00
0.250
16.3
0.01854
0.0073
07/06/1803:00:OOAM
0.2553
25.54
0.0
20.0
570.0
15.00
0.250
3.3
0.00371
0.0015
07/06/1803:15:OOAM
0.2517
25.17
0.4
20.0
585.0
15.00
0.250
29.4
0.03337
0.0131
07/06/1803:30:OOAM
0.2525
25.25
-0.1
20.0
600.0
15.00
0.250
-6.5
-0.00742
-0.0029
07/06/1803:45:OOAM
0.2518
25.18
0.1
20.0
615.0
15.00
0.250
5.7
0.00649
0.0026
07/06/1804:00:OOAM
0.2496
24.96
0.2
20.0
630.0
15.00
0.250
17.1
0.01946
0.0077
07/06/1804:15:OOAM
0.2468
24.68
0.3
20.0
645.0
15.00
0.250
22.8
0.02595
0.0102
07/06/1804:30:OOAM
0.2454
24.55
0.1
20.0
660.0
15.00
0.250
10.6
0.01205
0.0047
07/06/1804:45:OOAM
0.2476
24.76
-0.2
20.0
675.0
15.00
0.250
-17.1
-0.01946
-0.0077
07/06/1805:00:OOAM
0.2442
24.42
0.3
20.0
690.0
15.00
0.250
26.9
0.03059
0.0120
07/06/1805:15:OOAM
0.2461
24.61
-0.2
20.0
705.0
15.00
0.250
-14.7
-0.01668
-0.0066
07/06/1805:30:OOAM
0.2423
24.23
0.4
20.0
720.0
15.00
0.250
30.2
0.03430
0.0135
07/06/1805:45:OOAM
0.2415
24.15
0.1
20.0
735.0
15.00
0.250
6.5
0.00742
0.0029
07/06/1806:00:OOAM
0.2356
23.56
0.6
20.0
750.0
15.00
0.250
47.3
0.05376
0.0212
07/06/1806:15:OOAM
0.2395
23.96
-0.4
20.0
765.0
15.00
0.250
-31.8
-0.03615
-0.0142
07/06/1806:30:OOAM
0.2365
23.65
0.3
20.0
780.0
15.00
0.250
24.5
0.02781
0.0109
07/06/1806:45:OOAM
0.2356
23.56
0.1
20.0
795.0
15.00
0.250
7.3
0.00834
0.0033
07/06/1807:00:OOAM
0.2340
23.40
0.2
20.0
810.0
15.00
0.250
12.2
0.01390
0.0055
07/06/1807:15:OOAM
0.2324
23.24
0.2
20.0
825.0
15.00
0.250
13.1
0.01483
0.0058
07/06/1807:30:OOAM
0.2319
23.19
0.1
20.0
840.0
15.00
0.250
4.1
0.00463
0.0018
07/06/1807:45:OOAM
0.2284
22.84
0.3
20.0
855.0
15.00
0.250
27.7
0.03151
0.0124
07/06/1:08:00 1O0AM
0.2231
22.31
0.5
20.0
870.0
15.00
0.250
42.4
0...20
0.0190
07/06/108:15:O0AM
0.2226
22.26
0.1
20.0
885.0
15.00
0.250
4.1
0.00463
1 0.0018
I�I
Page 50

Appendix D
SFR Loading Rate Worksheet
Page 51

Project Name: 461 Union Road
Facility Address: 461 Union Road
Matthews, NC 28104
County: Union
Prepared by: Larry Thompson, LSS
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
Page 52

Project Name: 461 Union Road
Location of Temperature Data: Salisbury, NC (SALI)
Starting Year of Data Record: 1985
Ending Year of Data Record: 2018
Period of Record (years): 33
Source of Data: NC Cronos
Site Latitude (degrees) 35.15 within range
Calculated PET: 31.78 inches
Mean Monthly
Temperature
(degrees F)
Daylight
Hours 112
Heat Index
Calculated
PET
(inches)
January
38.4
0.87
0.60
0.20
February
42.3
0.85
1.23
0.41
March
49.8
1.03
2.80
1.17
April
59.0
1.09
5.27
2.37
May
67.2
1.21
7.87
3.99
June
74.6
1.21
10.51
5.38
July
76.7
1.23
11.32
5.90
August
75.7
1.16
10.92
5.36
September
69.1
1.03
8.53
3.69
October
58.7
0.97
5.18
2.07
November
49.0
0.86
2.61
0.90
December
41.4
0.85
1.07
0.35
Total =
67.89
31.78
SFR-LRW 9-08
Page 53

Project Name: 461 Union Road
Location of Precipitation Data: Salisbury, NC (SALI)
Starting Year of Data Record: 1985
Ending Year of Data Record: 2018
Period of Record (years): 33
Source of Data: NC Cronos
80th Percentile Annual Precipitation: 58.49
August
September
October
November
December
Total =
Mean
Monthly
Precipitation
% of Mean
Annual
Precipitation
Buin
Percentile
Monthly
Precipitation
3.10
7.57
4.43
2.86
7.00
4.10
3.43
8.39
4.91
4.00
9.77
5.72
3.37
8.25
4.82
4.06
9.94
5.81
3.57
8.73
5.11
3.56
8.70
5.09
3.34
8.16
4.78
2.82
6.90
4.03
3.35
8.18
4.79
3.44
8.40
4.92
40.90
100.00
58.49
SFR-LRW 9-08
Page 54

Project Name: 461 Union Road
Design Flow = 360 gal/day
SFR Loading Rate Group: C
Limiting Soil Ksat = 0.010 inch/hour
Drainage Coefficient = 0.500
Annual Hydraulic
Loading Rate = 18.12 inch/yr
Irrigation Area = 11,631 square ft
= 0.26701 acres
Drainage Rate = 0.115548 inch/day (Formula: Ksat * 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
0.20
3.58
4.43
0.00
0
0
February
28
0.41
3.24
4.10
0.00
0
0
March
31
1.17
3.58
4.91
0.00
0
0
April
30
2.37
3.47
5.72
0.12
29
869
May
31
3.99
3.58
4.82
2.75
642
19,907
June
30
5.38
3.47
5.81
3.03
732
21,969
July
31
5.90
3.58
5.11
4.38
1,024
31,736
August
31
5.36
3.58
5.09
3.85
901
27,946
September
30
3.69
3.47
4.78
2.38
574
17,233
October
31
2.07
3.58
4.03
1.62
379
11,740
November
30
0.90
3.47
4.79
0.00
0
0
December
31
0.35
3.58
4.92
0.00
0
0
TOTAL = 365 31.78 42.18 58.49
Formulas: (Max. Allowable Irrigation) = (PET) + (Drainage) - (Precipitation)
SFR Loading Rate
Table
SFR
Maximum Annual
Geometric Mean
Loading
Loading Rate
Ksat 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.
18.12 4281.80 131,400
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
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
Page 55

Appendix E
Soil Fertility Analysis
Page 56

Page 1 of 1
Report No: 18-198-0512
Account No: 46925
Advisor: THOMPSON ENV CONSULTING INC
LARRY THOMPSON LSS
114 ORCHARD RIDGE RD
LOCUST NC 28097
Waypoint(D
ANALYTICAL
Client: Boikova
Union Road
Indian Trail, NC 28079
2850 Daisy Lane, Wilson, NC 27896
Main 252-206-1721 0 Fax [phone]
www.waypointanalytical.com
Farm:
Submitted By: LARRY THOMPSON LSS
Date Received: 07/17/2018
Date of Report: 07118/2018
Lab No Field 1D Sample ID Soil Class HM% WIV pH Ac P-1 K-1 S-1 Mn-1 Zn-1 Zn-Al Cu-1 CEC BS% Ca% Mg% ESP Na SS-1 NO3 N
104383 S1 Boikova MIN 0.5 0.9 5.1 2.2 8 9 12 25 25 25 10 3.9 44 32 8 2.6 0.1 I
Comment:
Test result units = CEC and Na in meq/1C0cm3, NC3 N in mgldm3. W/V in g/cm3
North Carolina Division of Water Quality Certification #257, Analysis and fertility recommendations shown on this reportP rA?med in accordance within NCDA guidelines, Analysis prepared by: Waypoint Analytical Carolina, Inc.

Appendix F
Fill Application Plan
Page 58

Fill Application Plan
The following outlines the guidelines for choosing and installing the required fill material for
the proposed waste water disposal system. If there are any questions regarding these
guidelines, design and installation personnel should contact Thompson Environmental
Consulting, Inc. (TEC) for clarification. These guidelines are presented as TEC's
professional opinion and are not dictated by the NC DWR. However, the NC DWR retains
the right to determine what constitutes suitable fill material and installation thereof, as the
regulatory authority responsible for permitting this waste water disposal system.
Surface water diversion:
Surface water will need to be diverted away from the proposed application area.
Fill material composition:
The fill material should consist of mineral soil with a textural classification of sandy loam. It
shall consist of no more than 10 percent of rock fragments (> 2 mm in size), organic material,
etc. Once a source of fill material is found, a sample should be submitted to TEC personnel
so that a particle size analysis can be conducted.
Note: Before any earth moving activities are conducted on site, TEC should be
contacted to mark the fill area boundary and inspect the moisture content of the soil. If
the soils are too saturated, no tillage may occur. This inspection is to avoid compacting
the application area. All site work should be conducted by machinery with tracks
instead of pneumatic tires.
1. The existing ground surface should be lightly tilled/scarified lightly and should
extend at least three (5) feet beyond the intended irrigation area on all sides.
2. Three (3) inches of approved fill material should be applied to the disposal area and
tilled into the application area and then lightly rolled with a lawn roller filled
approximately one quarter (1/4) of water (or equivalent technique). The soil should
not be overly compacted during this process.
3. At this point, the total depth of fill should be at least three (3) inches above the initial
ground surface. If three (3) inches has not been achieved, continue applying fill as
outlined in step 3 until a minimum of three (3) inches is present.
4. The fill material should extend five (5) feet beyond the proposed disposal area. From
this point, the fill should be tapered down to the surrounding ground surface with a
berm slope not to exceed a 1:4 rise to run ratio. In other words, there should not be
any more than one (1) inch of rise for every four (4) inches of run, making the berm
one (1) foot wide at a minimum for the proposed three (3) inches of proposed fill.
Page 59

Turf option:
The entire area should be temporarily seeded with an appropriate turf species for the area,
covered with hay or other suitable temporary cover that will both protect the seed and soil
from erosion while the pine/hardwood duff layer is regenerated. Temporary irrigation should
be provided to the area so that a suitable stand of turf takes root. Care should be taken not to
erode the installed fill.
Mulch option:
If a mulch cover is chosen, TEC personnel should be contacted for a visual inspection of the
fill material once it has been put into place, but before mulch is applied. Once formal
approval has been granted that the site meets the design criteria, an approved mulch can be
applied on top of the fill. The mulch should not exceed a depth of two (2) inches. The site
must be maintained with a continuous cover of mulch at all times until the pine/hardwood
duff layer is regenerated. The drip tubing is the installed over the mulch. TEC should be
contacted to conduct another visual inspection of the drip tubing after installation. If it is
determined that the mulch is not acting as an adequate erosion protection technique, it should
be replaced with a stand of turf.
Page 60

ENGINEERING PLANS
Page 61

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Page 66

SPECIFICATIONS
Page 67

L
Lash Engineering, Inc.
SPECIFICATIONS
Table of Contents
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikel(a_LashEngineering com
1. Detail Specifications & Cut -Sheets
a. Norweco "Controlled Demonstration" for Sub -Surface Systems
b. Norweco Brochure
c. Norweco Control Panel
d. Norweco Ultra -Violet Light
e. American "Controlled Demonstration"
f. American Neta-Film Tubing
g. American Headworks Unit
h. American Puturb Pump
i. American Control Panel Duplex with Visual & Audible Alarms
j. Rainbird Rain/Freeze Sensor
k. Shoaf 3,OOOg Pump Tank
I. Wastewater Facility Specifications.
2. Civil Specifications (Site Work)
a. 31 10 00 —Site Clearing
b. 31 20 00 Earthwork & Site Grading
c. 31 22 00 Site Grading
d. 31 22 16 Fine Grading
e. 31 23 16 Rock & Unsuitable Materials
f. 31 25 00 Erosion & Sediment Control
g. 32 31 13 Chain Link Fences & Gates
h. 32 90 00 Planting for Bushes, Trees, & Landscaping
i. 32 92 00 Turf & Grasses for Site
j. 32 92 19 Seeding for Site — denuded areas
k. 34 71 00 Pit Gravel Trails
I. 02920 Lawns & Grasses (for Disposal Areas)
m. Seed Spec Summary (for Disposal Area)
Page 68

NORTH CAROLINA DEPARTMENT OF HEALTH AND HUMAN SERVICES
DIVISION OF PUBLIC HEALTH
ENVIRONMENTAL HEALTH SECTION
ON -SITE WATER PROTECTION BRANCH
CONTROLLED DEMONSTRATION
WASTEWATER SYSTEM APPROVAL
CONTROLLED DEMONSTRATION NO: CDWS-2007-01-R1
Issued To: Scott Hetrick
Norweco, Inc.
220 Republic St.
Norwalk, Ohio 44857-1196
419-668-4471
Fax: [phone]
www.norweco.com
For: Norweco Singulair Bio-Kinetic with the Hydro -Kinetic Bio-Film Reactor
advanced wastewater pretreatment units for 500 gpd, 600 gpd, 750 gpd, 1,000
gpd, 1,250 gpd, and 1,500 gpd Model TNT Systems and the Singulair Green Bio-
Kinetic with Hydro -Kinetic Bio-Film Reactor advanced wastewater pretreatment
units for 500gpd and 600gpd Model TNT Systems
Approval Date: March 23, 2007
March 13, 2015 Addition of Singulair Green Bio-Kinetic unit and Hydro -
Kinetic Bio-Film Reactor
In accordance with General Statute 130A-343, 15A NCAC 18A .1969 and 1970, a proposal by Norweco, Inc.,
for a revised approval of their subsurface wastewater systems has been reviewed and found to meet the
standards of a controlled demonstration system when all of the following conditions are met.
I. General
A. Scope of this Controlled Demonstration Approval includes:
1. Design, installation, and operation and maintenance guidelines ofNorweco Singulair Bio-Kinetic
systems to meet TS-I or TS-II effluent standards in accordance with 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 activities of Norweco Singulair Bio-Kinetic systems and
subsurface systems to ensure the treatment performance standards are met.
3. Proposal for evaluation of this controlled demonstration system.
B. This Controlled Demonstration Approval is applicable to domestic strength sewage systems
(non -industrial wastewater) utilizing Norweco Singulair Bio-Kinetic systems that have a design flow
not exceeding 600 gallons per day.
C. Use of Norweco Singulair Bio-Kinetic systems for facilities with an influent waste strength that
exceeds domestic septic tank quality effluent standards pursuant to Rule 15A NCAC 18A .1970(b)
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may be proposed by Norweco, Inc. 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 of BOD), and hydraulic loading
rate on the pretreatment system, and the calculations, references, and any other needed information to
support the proposed design.
D. In addition, any site utilizing these systems shall have sufficient alkalinity to perform the proper
amount of nitrification. The influent also shall not have a pH, or toxins that significantly inhibit
microbial growth.
F. This controlled demonstration is initially limited to 15 systems. Up to 10 additional systems may also
be considered after five systems have at least two consecutive quarters of performance compliant with
applicable standards. The intent of this Controlled Demonstration is to gain field experience sufficient
to qualify this system for Innovative Approval, pursuant to Rule .1969(g).
G. Use of Norweco Singulair Bio-Kinetic 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 Norweco Singulair Bio-Kinetic with Hydro -Kinetic Bio-Film Reactor advanced wastewater
pretreatment units Model TNT systems consist of a three compartment tank with the first compartment as a
pretreatment tank, the second compartment as an extended aeration tank, and the third compartment as a
final clarification tank. The Bio-Kinetic system is installed in the third compartment. The third
compartment also includes a flow equalization device installed at the tank outlet end. The Norweco
Hydro -Kinetic Bio-Film Reactor follows the Bio-Kinetic unit. The Hydro -Kinetic Bio-Film Reactor is in a
high density polyethylene (HDPE) tank. For units with a design flow greater than 750 gpd, two Hydro -
Kinetic Bio-Film Reactors are installed following the Bio-Kinetic unit and the flow is split between the
two reactors. The Norweco Singulair Green Bio-Kinetic Model TNT system is a three compartment
polyethylene (plastic) tank. Both systems are equivalent in terms of performance. For TS-II systems, the
selected disinfection device shall be installed after the Hydro -Kinetic Bio-Film Reactor.
III. Siting Criteria
A. Sites may be used for the initial installation of a Controlled Demonstration system when they meet the
requirements of this Section and the criteria for a conventional, modified, alternative, approved
innovative or accepted wastewater system. The site shall have a repair area of sufficient size to install
such a system and the Manufacturer agrees to provide another approved system if the Controlled
Demonstration system fails to perform properly. Exceptions to the repair area requirement are as set
forth in Rule .1969(f)(3) and (4).
B. Controlled Demonstration pretreatment systems may also be used as a repair to an existing
malfunctioning system when there are no other approved or accepted repair options and when
designed by NC Professional Engineer.
C. The Norweco Singulair Bio-Kinetic with Hydro -Kinetic Bio-Film Reactor systems and associated
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drainfields shall be sited and sized in accordance with Rule .1970 for TS-II systems. Drip irrigation
systems used with Norweco Singulair Bio-Kinetic with Hydro -Kinetic Bio-Film Reactor systems shall
be sited and sized in accordance with the manufacturer specific drip approval.
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 Norweco Singulair Bio-Kinetic with Hydro -Kinetic Bio-Film Reactor TNT systems shall be
designed in accordance with the following criteria.
B. Prior to the approval of any individual system under the Controlled Demonstration approval, the
manufacturer of all proposed tanks must be identified and tank construction details must be State
approved as typically required for generically approved Residential Wastewater Treatment units.
1. Buoyancy calculations shall be completed by a NC Professional Engineer on sites where a soil
wetness condition is present within five feet of the top of the ground surface. The Professional
Engineer shall make appropriate design modifications as needed.
2. The following limitations on design flow are applicable:
System Model
Design Flow Limit
Singulair TNT-500
500 gpd
Singulair TNT-600
600 gpd
Singulair TNT-750
750 gpd
Singulair TNT-1000
1,000 gpd
Singulair TNT-1250
1,250 gpd
Singulair TNT-1500
1,500 gpd
Singulair Green TNT-500
500 gpd
Singulair Green TNT-600
600 gpd
3. For TS-II systems, a Norweco UV disinfection unit or a Blue Crystal disinfection tablet feeder and
Bio-Max dechlorination tablet feeder shall be provided.
4. A Norweco Hydro -Kinetic Bio-Film Reactor will be installed following the Singulair Bio-Kinetic
TNT systems for both TS-1 and TS-II models. For TS-II systems, the Hydro -Kinetic Bio-Film
Reactor will be installed before the selected disinfection method.
5. An example of the pretreatment layout is provided in Attachment A. See the RWTS approvals for
RWTS-71 thru RWTS-74 for additional details.
6. Effluent samples shall be collected from the outlet end of the disinfection unit or a tap on the
drainfield force main. The tap should be located before the spin filter for drip systems. The
preferred location of the tap is in the pump tank discharge/riser assembly. Sample collection shall
not commence until at least 30 seconds of continuous discharge through the sampling tap has been
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completed.
7. Influent samples shall be taken from the influent pipe to the treatment system.
8. Each system shall incorporate a system for flow monitoring into its design. This shall be
accomplished either by using a Norweco-provided tipping distribution box in the gravity -flow
effluent line or in conjunction with the dosing system for drip or other pressurized dispersal
systems. When used for flow monitoring, the tipping distribution box shall include a
manufacturer -provided counter and data logger capable of recording the daily flow from the tipper
counts for at least the last 30 days.
9. The drainfield dosing tank shall be a state -approved tank sized in accordance with Rule .1952(c).
10. Effluent from Singulair Bio-Kinetic with Hydro -Kinetic Bio-Film Reactor TNT systems may be
conveyed to a gravity distribution nitrification field, or to a dosing tank for a pressure -dosed
nitrification field, LPP field, drip irrigation drainfield, or any other drainfield type.
11. All Singulair Bio-Kinetic with Hydro -Kinetic Bio-Film Reactor TNT system installations shall
include the Service Pro remote monitoring system and the Service Pro Control Center. Singulair
Bio-Kinetic with Hydro -Kinetic Bio-Film Reactor TNT system installations that include an
effluent pumping station to a pressure manifold or LPP drainfield will be supplied with a Norweco
ISC Service Pro control center that combines the controls and alarms for the Singulair aerator and
effluent drainfield pump into one NEMA 4X enclosure. This control center shall provide for the
flow monitoring capability required by Rule .1970(k)(3). When using a drip system, the flow
monitoring capability shall be provided by the separate drip system control panel or the Norweco
tipping distribution box.
12. The Singulair Bio-Kinetic with Hydro -Kinetic Bio-Film Reactor TNT System tanks shall not be
placed in driveways, parking areas, or areas subject to vehicular traffic.
B. Singulair Bio-Kinetic with Hydro -Kinetic Bio-Film Reactor TNT systems shall be designed by a
Norweco certified designer or North Carolina Professional Engineer.
VII. Installation and Testing
A. A preconstruction conference shall be required to be attended by the system designer, engineer (if
required), Norweco licensed distributor, Norweco certified installer, and local health department
(LHD) prior to beginning construction of the Singulair Bio-Kinetic with Hydro -Kinetic Bio-Film
Reactor TNT system.
B. The Singulair Bio-Kinetic with Hydro -Kinetic Bio-Film Reactor TNT system shall be located in
compliance with the horizontal setback requirements of Rule .1950(a) and Rule .1970 and shall be
located to prevent surface/subsurface water inflow/infiltration. The drainfield horizontal setback
requirements are in accordance with Rule .1970 for a TS-I or TS-II systems
C. All Singulair Bio-Kinetic with Hydro -Kinetic Bio-Film Reactor TNT systems shall be installed
according to directions provided by Norweco. Additionally, all Singulair Bio-Kinetic with Hydro -
Kinetic Bio-Film Reactor TNT system and components used with, but not manufactured by Norweco,
Inc. shall be installed in accordance with all applicable regulations and manufacturer instructions.
D. All individuals/companies installing Singulair Bio-Kinetic with Hydro -Kinetic Bio-Film Reactor TNT
system 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 Norweco
certified.
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E. Watertightness of the tanks and any dosing tanks shall be demonstrated by either a 24-hour water
leakage test or a vacuum test conducted at the installation site. A water level change of 1/2 inch or
more over 24 hours, or visual observation of leakage shall be cause for failure of the watertightness
test.
F. Prior to Operation Permit issuance, the Norweco certified system installer and the engineer or designer
of record shall conduct an inspection/start-up of the Singulair Bio-Kinetic with Hydro -Kinetic Bio-
Film Reactor TNT system and all associated system components. The LHD personnel and the ORC
will attend and observe the inspection/start-up. An acceptance letter from the installer and
engineer/designer shall be provided to the LHD prior to issuance of the operation permit.
G. 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.
VIII.Operation, Maintenance, Monitoring, and Reporting
A. Singulair Bio-Kinetic with Hydro -Kinetic Bio-Film Reactor TNT system shall be classified, at a
minimum, as a Type Vc 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 Singulair Bio-Kinetic with Hydro -Kinetic Bio-Film Reactor TNT system require an operation and
maintenance agreement between the system owner and Norweco, Inc., its authorized representative, or
with a manufacturer authorized certified operator as per Rule .1970. The system shall be inspected by
a Grade II biological wastewater treatment operator who is also a certified subsurface operator. The
certified operator shall be either an employee of Norweco or authorized in writing by Norweco to
operate and maintain the system. The operator must have proper equipment and training to access and
program the control panels on site.
C. All Singulair Bio-Kinetic with Hydro -Kinetic Bio-Film Reactor TNT systems shall be operated and
maintained according to the latest version of Norweco's O&M manual.
D. At each Singulair Bio-Kinetic with Hydro -Kinetic Bio-Film Reactor TNT system inspection the ORC
shall, at a minimum, observe, monitor, and record the following:
1. Proper operation of system aerator, noting any unusual sounds or physical appearance.
2. Air flowrate for the system aerator.
3. Solids level in the aeration chamber.
4. Clarity of effluent.
5. Watertightness of tanks, risers, and pipe connections at the tanks.
6. Cleaning, if needed, of the Bio-Kinetic filtration system.
7. Operation of pumps, floats, valves, electrical controls, and alarms.
8. Drainfield pump delivery rate (drawdown test), determination of the average pump run time,
and drainfield dosing volume.
9. 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.
10. Samples of Singulair Bio-Kinetic with Hydro -Kinetic Bio-Film Reactor TNT system influent
and effluent as required.
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11. Logging all work performed on the Service Pro website.
E. The ORC 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
1. All sampling shall be done in accordance with Rule .1970(n)(3) and (5).
2. All systems shall be tested for effluent CBOD5, TSS, NH4-N, and fecal coliforms. Systems
specified to meet TS-II shall also sample the effluent for TN. Influent shall be tested for BOD5
and TKN.
3. Influent samples shall be taken from the influent pipe to the treatment system.
4. Effluent samples shall be collected from the outlet end of the disinfection unit or a tap on the
drainfield force main.
G. Notification and Performance of Maintenance and Repairs
1. The ORC shall alert Norweco, 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. The ORC shall notify the system owner, Norweco, and the LHD whenever the pump delivery rate
efficiency and/or average pump run times are not within 25% of initial measurements conducted
prior to system start-up.
3. 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
start-up.
4. The compartments will be pumped as needed upon recommendation of the ORC and in
accordance with the Norweco 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.
5. The tanks shall be pumped by a properly permitted septage management firm, and the septage
handled in accordance with 15A NCAC 13B .0800.
6. All maintenance activities shall be logged and recorded in the ORC reports provided to the LHD.
H. Reporting
1. The ORC shall provide a completed written report to the system owner, Norweco, 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 measured and observed according to VIII.D and VIII.E,
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, and
h. Any changes made in system settings based on recommendations of the manufacturer.
2. Proposal for Evaluation and Reporting
a. The manufacturer shall maintain a contract for evaluation of the performance of the controlled
demonstration wastewater system with an independent third party laboratory, consultant, or
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other entity that has expertise in the evaluation of wastewater system and that is approved by
the Department. The third party shall review the site -specific sampling and flow -monitoring
protocol, collect and analyze the ORC inspection reports, sampling and monitoring data, and
prepare Semi -Annual Reports summarizing all data for all the sites. These reports are due by
January 31 and July 31 of each year, and shall include all data gathered through December 31
and June 30 of the previous six-month period, respectively. These reports shall provide
information to the Department based upon the monitoring data and observations made from
the Controlled Demonstration 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.
b. Upon completion of the research and testing protocol, prior to Norweco completing any
application to the Department for reclassification of the Singulair Bio-Kinetic with Hydro -
Kinetic Bio-Film Reactor TNT system as an Innovative System, and within a maximum of
five years of the effective date of the first Controlled Demonstration System Operation Permit
(CDSOP) issued pursuant to this approval, the approved third party shall prepare a Final
Report to the Department that includes the results from all of the systems installed during the
Controlled Demonstration, including sampling results, flow -monitoring information, ORC
reports, etc., and provide recommendations on future use of the system. The Final Repot shall
be in electronic format and may be published on the On -Site Water Protection Branch's
website without confidentiality. The contents of the interim and final reports shall not be
altered from the original document without approval from Norweco.
c. The research and testing protocol that has been agreed to is as follows:
- A minimum of 50 complete data sets shall be collected from a minimum of 15 sites.
- A complete data set includes the following information: influent BOD and TKN, effluent
CBOD, TSS, NH4-N, TN, and fecal coliforms.
- There must be at least 30 days between samples pulled from any one site.
- Samples shall be collected from all sites. A site may be excluded if justification is
provided that it is unsuitable as a test site. The samples from that site must be provided
but will not be used as part of the data evaluation.
- Each site shall produce a minimum of two sample sets collected over at least a 12 month
period.
- The samples will be pulled during a scheduled visit by the ORC.
- A copy of the sample results will be provided to the On -Site Wastewater Branch after the
analyses.
IX. Responsibilities and Permitting Procedures
A. Prior to the installation of a Singulair Bio-Kinetic with Hydro -Kinetic Bio-Film Reactor TNT system
at a site, the owner or owner's agent shall fill out an application at the LHD for the proposed use of
this system. The LHD shall issue an Improvement Permit or Authorization to Construct or amend a
previously issued Authorization to Construct allowing for the use of a Singulair Bio-Kinetic with
Hydro -Kinetic Bio-Film Reactor TNT 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
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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, 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 Singulair Bio-Kinetic with Hydro -Kinetic Bio-Film Reactor TNT system shall be designed by one
of the following: a Norweco, Inc. authorized designer or a North Carolina Professional Engineer.
E. Prior to issuance of an Authorization to Construct for an Singulair Bio-Kinetic with Hydro -Kinetic
Bio-Film Reactor TNT system, a design submittal prepared by an authorized designer or a North
Carolina Professional Engineer shall be submitted for review and approval by the LHD. The 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. A Norweco certified installer and engineer or company certified designer shall certify in writing that
the Singulair Bio-Kinetic with Hydro -Kinetic Bio-Film Reactor TNT 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 required to be 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 shall be present during the final inspection of the system prior to the issuance of the
operation permit. The ORC shall be certified both as a NC Subsurface Operator and an authorized
Norweco system operator.
X. Repair of Systems
The provisions of 15A NCAC 18A .1961(1) shall govern the use of the Singulair Bio-Kinetic with
Hydro -Kinetic Bio-Film Reactor TNT system for repairs to existing malfunctioning wastewater
systems.
Approved By:
Date:
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Label is 4.75" long by 1.5" tall.
NON -TYPICAL SEPTIC SYSTEM
SINGULAIR CONTROLLED
DEMONSTRATION.
GRADE II WW OPERATOR REQUIRED.
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norwecou"
SINGULAIR° BIO-KINETIC° SYSTEM
EFFLUENT GRAB SAMPLING
PROCEDURES AND GUIDELINES
Effluent grab sampling must follow specific procedures and guidelines. Analysis of improperly collected or contaminated
effluent samples will result in data thatcould lead to an incorrect conclusion regarding treatment system operation. Conversely,
laboratory analysis of properly collected effluent samples will generate data that can be used to evaluate actual treatment
system performance. "The objective of sampling is to collect aporfion of material small enough in volume to be transported
conveniently and yet large enough for analytical purposes while still accurately representing the material being sampled."
(Standard Methods for the Examination of Water and Wastewater. 20" Ed.)
SINGULAIR SYSTEM INSTALLATION
The sample collection point should be as close to the
discharge of the Singulair system as practical, but upstream
of any process that would alter the parameters that are being
tested_ The primarydesign consideration for grab sampling
is forthe effluent flow stream to be free -falling at the point of
collection in order to prevent the accumulation of solids that
occurs if the sample is withdrawn from a sump. As most
pollutants are measured as a concentration (i.e. mglL), any
accumulated solids withdrawn during sampling will result in
a false positive reading rather than a true representation of
the solids in suspension in the effluent flow.
• During Singulair system installation, the effluent pump
chamber should be located as close as possible to the
Singulair system outlet to eliminate a long effluent sewer
line that can accumulate debris and settlable solids.
• The Singulair system and effluent pump chamber must
be installed with the appropriate mounting castings and
risers so that access to all chambers is possible from
finished grade.
• The bottom of each access opening cover on both the
Singulairtank and the pump chamber must be 2" above
finished grade to prevent dirt and debris from entering
the chamber when the covers are removed.
• The effluent sewer line from the Singulair system must
be installed into the pump chamber far enough so that
the end of the effluent sewer line is located beneath the
pump chamber access opening and is easily accessible
from grade. The end of the pipe must be accessible for
cleaning and there must be sufficient distance below
the bottom of the pipe to allow a free -falling sample to
be collected.
PREPERATION FOR SAMPLING
Personal safety should be the first consideration during any
sampling event. The same safety precautions exercised in
any area of wastewater treatment should be taken during
effluent sample collection. Proper eye protection and
disposable gloves should be worn. Always wash hands
thoroughly following any sample collection and especially
before handling any food. The use of hand sanitizing lotion
is recommended.
A sterilized sample bottle with a sterilized cap supplied
by the certified laboratory that will perform the analysis
must be provided for each sample to be taken. Normally,
only one sample bottle is required for BO❑ and TSS
analysis. However, check with the laboratory conducting
the analysis for the minimum sample size required.
Prior to sample collection, the effluent pipe between the
Singulair system and the effluent pump chamber must
be cleaned and sterilized. Due to gravity flow conditions,
the effluent pipe will rarely flow full of effluent. Typically,
effluent flows through only a small section of the bottom
of the pipe. The remainderof the pipe above the normal
flow line is exposed to all types of environmental factors.
Dust, leaves, plant spores, insects and even small
animals may have access to a partially full effluent pipe.
This foreign material can and routinely does collect in
the pipe during low flow/no flow conditions and could be
washed into the sample bottle when routine flow is
present. For this reason, the interior of the entire length
of effluent pipe and the exterior of the pipe in the vicinity
of the sampling area should be cleaned and sterilized
prior to collection of the sample.
If possible, the interior of the entire length of pipe between
the Singulair system and the effluent pump chamber
should be cleaned using a 4"-6" diameter bristled brush.
Soap and water or a liquid detergent solution should be
used. After cleaning the effluent pipe with the bristled
brush, swab the entire length of the interior of the pipe
with a 4"-6" diameter sponge and fresh water. After
swabbing the pipe, soak the sponge in bleach or
peroxide and disinfect the interior of the pipe and the
exterior of the pipe in the vicinity of the sampling area.
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EFFLUENT GRAB SAMPLING (Page 2)
A Singulair system can be effectively sampled only when
there is effluent flow. Due to intermittent residential flow
patterns, there may not be effluent flow at the time
designated to collect a grab sample. Hydraulic flow
may be induced into the Singulair system in order to
generate effluent for grab sampling. With the detention
time designed into every Singulair system, water flow
induced into the system inlet or pretreatment chamber
in order to generate effluent will undergo full treatment
before reaching the system outlet_ Keep in mind that
the induced flow must be typical of the incoming flow
rate. An excessive surge flow into the Singulairsystem
may create a washout of solids that can be carried into
the sample container. This effect will skew certain test
results dramatically.
SAMPLING EQUIPMENT CHECKLIST
4"-6" diameter bristled brush with handle and extensions
4"-6" diameter sponge with handle and extensions
Cleaning soap or detergent solution
Liquid bleach or peroxide
Sterilized sample bottles with sterilized caps
Bottle holderwith handle and handle extensions
Cooler of adequate size to store sample bottles
Ice to cover sample bottles stored in cooler
SAMPLE COLLECTION
Once Singulair system effluent is flowing freely into the pump
chamber and the sterilized sample bottle is in position to
collect the effluent, carefully place the mouth of the sample
bottle directly into the falling stream of effluent and collect
the sample. Be careful not to touch the effluent pipe with
the mouth of the sample bottle. Fill the bottle nearly to the
top. Be careful not to overflow the bottle. Some prepared
bottles contain stabilizing agents that will be diluted if the
bottle is allowed to overflow. Leave an air space above the
sample liquid of approximately 1 % to 5% of the container
volume to allow for thermal expansion during shipment.
Under no circumstances should the sample be collected
by dipping into the pump chamber or any other sump
(such as a distribution box).
Care must be used when handling an open sample bottle
to prevent contamination from environmental factors.
Airborne dust, insects, blades of grass or any foreign
material coming in contact with the sample bottle or
cap other than the free -falling effluent will contaminate
the sample. Even a properly collected sample can easily
become contaminated if the container is allowed to touch
the side of a chamber or access riser or if dirt or other
materials are allowed to enter the bottle.
The volume of sample required for proper analysis varies
according to the test performed. Consult with the
certified laboratory performing the analysis to determine
the exact volume of sample to be collected.
Once the sample has been collected, carefully remove
the bottle from the effluent flow stream. Be sure not to
touch the mouth of the bottle against any surface. Cap
the bottle with a sterilized cap.
Carefully label the bottle per the recommendations of
the laboratory performing the analysis. As a minimum,
the following information should be included:
• A unique sample identification number
• The source of the sample collection (i.e. pump
chamber influent pipe)
The date and time the sample was collected
The name of the operator who collected the sample
• The name and address of the Singulair system
owner where the sample was taken
• Prior to placing the sample in storage, note in the
operators' log book the visual appearance and odor
of the sample.
SAMPLE STORAGE AND PRESERVATION
The sample bottle must be delivered to the certified laboratory
performing the analysis on the same day the sample was
collected. Proper storage and sample preservation is
essential during transportation.
All sample bottles must be stored in a cooler and the
bottles must be completely covered with wet ice. Chilling
the sample bottle and keeping it chilled during
transportation is essential for sample integrity. Sample
bottles must be chilled to a temperature of 4° C. There
is no danger of over -chilling or freezing the sample.
Invalid data will result if the sample is held for a longer
period of time than guidelines permit. For this reason,
sample bottles shall be delivered to the certified
laboratory conducting the analysis the same day the
sample is collected. Laboratory operating hours,
weekend and holiday schedules all need to be
considered when planning sample collection,
SUMMARY
The result of any laboratory analysis can be no better than
the sample on which the analysis is performed. Improper
sampling means laboratory analysis and data evaluation is
a total waste of time, money and resources. The biggest
problem is, once the sample is submitted, it is then too late
for anyone to determine if proper methods were used during
sample collection.
PROGRESS THROUGH norweca SERVICE SINCE 1906
www.norweco.com
®NIMNNORWEOO, NO-NORWALK, OHIO O.S-A,
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120 VOLT - 10 - 60 Hz - 20 AMP SERVICE
NOTE: AERATOR, PUMP AND INTEGRATED SYSTEM CONTROL PANEL MUST BE PROPERLY GROUNDED.
115 VAC HIGH HEAD SINGULAIR O ON / OFF HIGH WATER ALARM TIMER OVERRIDE
POWER EFFLUENT AERATOR CONTROL CONTROL CONTROL
SUPPLY PUMP FLOAT FLOAT FLOAT
GENERAL NOTES:
Q A DEDICATED 20 AMP CIRCUIT BREAKER AT MAIN SERVICE PANEL SHOULD NOT BE ENERGIZED
UNTIL THE AERATOR IS INSTALLED AND READY TO BE PLACED INTO OPERATION.
® INSURE THE AERATOR IS OPERATING WHEN THE FACILITY IS OCCUPIED.
® THE LOCAL, LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AERATOR INTO SEPs.
me, 82
PART NUMBER:
U.S.
AND
ipr%
FOREIGN
PATENTS
PENDING
SERVICE PRO
MODEL 311 SERIES
WIRING DIAGRAM
MMXII
I

ULTRAVIOLET DISINFECTION

a
6
41'k
jale, effE
disinfect in
(UV) trey
Your complete solution to meet even the most stringent
environmental permit requirements, the AT 1500 UV disinfection
system reduces bacteria levels from secondary effluent to
achieve strict water quality standards. The reliability and
performance of the AT 1500 is unmatched for onsite and
decentralized treatment applications. Every component of the
compact unit is highly engineered and constructed to provide
reliable disinfection and superior operational life.
UV disinfection is routinely used in ecologically sensitive areas
where residuals from chemical disinfection might possibly create
problems in the receiving environment. Harmful pathogens
and other contaminants, including some that are resistant to
chemical disinfection, are rendered completely harmless by the
reliable performance of the AT 1500 UV disinfection system.
solut,ions
in wastewater treatment

The AT 1500 UV disinfection system reduces
bacteria levels to meet strict water quality standards
Interlock Switch
A power interlock switch automatically de -energizes
the system during service.
Inlet
Treated wastewater enters the system through an
integral 4" inlet hub.
Turbulence Inducer
Turbulence is purposely created within the influent,
accomplishing more complete disinfection.
UV Bulb
The heavy duty, long -life bulb provides reliable
disinfection. Our lamp is tested and certified to
provide superior bacteria kill over competitive
systems, while maintaining extended service life.
Quartz Sleeve
The long -life bulb is encased within a transparent
quartz sleeve to isolate the bulb from the flow
stream and allow for uniform heat dissipation.
Teflon Cover
A flexible transparent Teflon cover, held in an
anodized aluminum frame, creates the flow path
for the AT 1500. Resistant to bio-film growth, the
Teflon cover ensures maximum UV transmittance.
Dual -Pass Design
Extended treatment time and exposure to UV light
allow for maximum disinfection and performance
for stringent environmental standards.
NPDES Treatment System
UNIQUE, STATE -SPECIFIC TREATMENT NEEDS CAN BE MET
WITH THIS EQUIPMENT PACKAGE. THE NPDES TREATMENT
UNIT FOLLOWS ANY APPROVED NORWECO AEROBIC
WASTEWATER TREATMENT SYSTEM AND INCREASES
DISSOLVED OXYGEN (DO) TO ABOVE 6 PPM TO PROTECT
THE MOST SENSITIVE RECEIVING ENVIRONMENTS.
NEMA 4X Electrical Enclosure with
Internal Ballast
The compact electrical enclosure provides a
watertight and weatherproof connection for all
power lines to the system. The ballast is located
safely inside this durable enclosure for protection
and long -life. The green light located on the side
of the enclosure is constantly lit to indicate proper
operation.
Solid State Circuit Board
Function of the system is fully solid state, with
a current sensing circuit. The current sensor
automatically monitors performance of the UV
bulb and provides constant assurance of proper
operation.
Simplified Wiring
A single incoming power cable is the only
electrical connection required to operate the AT
1500 system. The current sensing control center
operates the bulb through a watertight pre -wired,
plug and play power cable assembly.
Outlet
Disinfected effluent exits the system through an
integral 4" outlet hub.
ABS Disinfection Chamber
The system is contained within an ABS disinfection
chamber that is carbon -impregnated for maximum
durability. The chamber is resistant to UV light and
provides long operational life.
Pumping Stations
NORWECO'S SIMPLEX AND DUPLEX PUMPING STATIONS
ARE A VERSATILE, DURABLE AND AFFORDABLE WAY TO
SOLVE YOUR DOMESTIC FLUID HANDLING NEEDS. BASIC
PRE-ENGINEERED PACKAGES INCLUDE A CORROSION
RESISTANT POLYETHYLENE BASIN, PRE -WIRED ELECTRICAL
CONTROL CENTER AND A WIDE SELECTION OF PUMPING
EQUIPMENT.
Blue Crystal® Residential
Disinfecting Tablets
OUR PURE CALCIUM HYPOCHLORITE TA
SPECIALLY FORMULATED FOR USE IN RE
FOR EFFICIENT, RELIABLE DISINFECTION.
CONTAINS AT LEAST 70% AVAILABLE CF
IN RE -SEALABLE CONTAINERS, OUR TABI
FROM YOUR LOCAL NORWECO DISTRIBI
100 POUND POLYETHYLENE PAILS.
Page 85

We are committed to helping
you keep your customers safe
and the environment clean. The
AT 1500 is the only UV treatment
system listed with Underwriters
Laboratories (UL) for residential
disinfection applications.
Consider the facts:
I
• Dual -pass design assures the integrity of the
treatment process. All liquid flowing through
the system is treated twice by the UV lamp, once
on the way down and again on the way back up.
This doubles the exposure to UV light and greatly
improves treatment.
• All electrical components are contained in a NEMA
4X weatherproof electrical enclosure. These
components control the disinfection process and
assure treatment integrity. The gasketed cover is
secured with screws to seal the enclosure.
• Our long -life lamp is designed and tested to be
superior to competitive products currently used in
onsite wastewater treatment. The bulb is stronger
and provides more complete disinfection.
• The lighting ballast is contained within the
gasketed electrical enclosure to assure maximum
life. Competitive systems leave the ballast exposed
to the treatment environment.
• Disinfection quality is assured by a corrosion
resistant solid state circuit board that continually
monitors system performance. A current sensing
circuit automatically gives immediate notification
should a service interruption occur.
_ \' worrweco•
o
al® Residential
ig Tablets
CIUM HYPOCHLORITE TABLETS ARE
MULATED FOR USE IN RESIDENTIAL SYSTEMS
RELIABLE DISINFECTION. EACH TABLET
-EAST 70% AVAILABLE CHLORINE. PACKAGED
E CONTAINERS, OUR TABLETS ARE AVAILABLE
DCAL NORWECO DISTRIBUTOR IN 1.9, 10 AND
LYETHYLENE PAILS.
• Easy to install and maintain. The entire UV
process is contained within a convenient ABS
disinfection chamber. Optional concrete or high -
density polyethylene enclosures are also available
to provide additional treatment.
• No chemical residual or harmful by-products. The
AT 1500 UV disinfection system provides superior
treatment and its performance is independent of
the pH, temperature and ammonia content of the
effluent being treated.
• Low electrical usage. The high efficiency electrical
controls use very little electricity.
• Inexpensive to install and operate. The AT 1500
can be installed for less than some chemical
feed systems, and requires no recurring chemical
purchase. The only maintenance requirement is
periodic cleaning of the Teflon cover.
• Can be used to eliminate contaminants not readily
removed by chemical treatment. Advanced
Oxidation Processes (AOP) can be constructed by
supplementing the AT 1500 system with ozone or
H2O, to remove chemical resistant pollutants, such
as certain pharmaceuticals and methyl tertiary
butyl ether (MTBE).
Bio-Max® Dechlorination Tablets
BIO-MAX DECHLORINATION TABLETS PROVIDE A
CONVENIENT SOURCE OF CONCENTRATED SODIUM
SULFITE TO INSTANTLY REMOVE ALL FORMS OF CHLORINE
FROM WASTEWATER, POTABLE WATER AND PROCESS
WATER. CONTAINING 92% SODIUM SULFITE AS ACTIVE
INGREDIENT AND 8% PROPRIETARY INERT INGREDIENTS,
BIO-MAX TABLETS CAN BE USED IN ALL BRANDS OF
GRAVITY OR PRESSURIZED TABLEfR@9&90.
Bio-Dynamic® Tablet Feeders
BIO-DYNAMIC TABLET FEEDERS PROVIDE LOW COST,
EFFECTIVE DISINFECTION AND DECHLORINATION OF
SECONDARY EFFLUENT IN LESS SENSITIVE RECEIVING
ENVIRONMENTS. EMPLOYING FLOW PROPORTIONAL
CHEMICAL DOSAGE WITHOUT MOVING PARTS OR
ELECTRICAL COMPONENTS, THE COMPACT TABLET
FEEDERS INSTALL EASILY AND PROVIDE UNMATCHED
DURABILITY.

J r-
Norweco distributors are located throughout the United States
and much of the rest of the world. Research, product development,
manufacturing, marketing and sales support are conducted
inside our offices and factory in Norwalk, Ohio USA. Everyone at
Norweco is committed to shaping the future of our industry.
■
Fengineering
the future
of water and wastewater treatment
Specify Norweco UV Disinfection
Equipped with an internal current sensing circuit that continuously
monitors the performance of the UV bulb, the AT 1500 automatically
provides notification if system operation is interrupted. This self -
diagnostic feature protects the disinfection process from disruptions and
maintains treatment quality. When used in conjunction with a Norweco
remote monitoring controller, the system owner and service provider
can be immediately notified of any change in performance.
The compact design and rigid construction of the system makes
installation quick and easy. The treatment chamber is constructed from
carbon -impregnated ABS plastic that is resistant to ultraviolet light and
the engineered flow path assures disinfection quality.
W_ ___9
Page 87

Today's Answer for the Protection of Tomorrow's Environment
comprehensive protection, guaranteed
The AT 1500 disinfection system is warranted against
defects in material and workmanship under normal use
and service by a comprehensive 2 year warranty. This
limited warranty provides single source protection and
covers all system components. A warranty registration card is included
with every new AT 1500 Installation and Operation Manual.
norwecoo
Engineering the future of water
and wastewater treatment
220 Republic Street
Norwalk, Ohio, U.S.A. 44857-1156
PH: 419.668.4471
FAX: [phone]
www.norweco.com
The Model AT 1500 UV disinfection system has been
listed with Underwriters Laboratories as a residential
treatment device.
Progress Through Service Since 1906
We engineer, manufacture, install and maintain advanced water and
wastewater treatment technologies for residential properties, communities
and commercial properties that are not connected to sewer lines. Norweco
treatment systems are in service all over the world.
Norweco®, Norweco.comt Singulair®, Modulait', Travalair® Singulair Green®, Ribbit Rivet®
Hydro -Kinetic', Lift -Rail', Microsoni&, Bio-Dynamic', Bio-Sanitizer®, Bio-Neutralizer°, Bio-
Kinetic', Bio-Static'; Bio-Gem® Bio-Max', Bio-Regeneration®, Bio-Pere, Blue Crystall,
ClearCheck® ChemCheck' Tri-Max® Hydra -Max®, Service Pro®, MCDI TNr, Grease Buster" and
"BUSTER" logo are all registered trademarks of Norwalk Wastewater Equipment Company, Inc.
Page 88
© MMXIII NORWECO

norweco 8
Engineering the future of water
and wastewater treatment
BASIC PERFORMANCE CRITERIA
AT 1500 UV DISINFECTION SYSTEM
FLOW RATES — 100 GPD through 8,640 GPD (Gravity flow only)
** Required influent characteristics:
100 GPD — 4,320 GPD (3 GPM) with a 30 mg/L BOD and 30 mg/L SS
4,321 GPD — 8,640 GPD (6 GPM) with a 10 mg/L BOD and 10 mg/L SS
UV DOSAGE — The AT 1500 UV disinfection system provides a UV dose greater than
40,000 microwatt-sec per square cm at 254 nanometers.
TRANSMISSIVITY — The AT 1500 UV disinfection system provides a transmissivity
quality of 65%.
BALLAST LOCATION — The ballast is located safely inside the durable NEMA 4X
electrical enclosure for protection and long -life.
UV LAMP PROTECTION — The long -life bulb is encased within a transparent quartz
sleeve to isolate the bulb from the flow stream.
ALARM — A current sensing circuit automatically monitors performance of the UV
bulb and provides constant assurance of proper operation. The system can also be
monitored externally.
EXPECTED PERFORMANCE — The AT 1500 UV disinfection system will reduce fecal
coliform levels by 3-Logs or 99.9%.
OPTIMUM LAMP OPERATION TEMPERATURE — The AT 1500 UV disinfection system
provides lamp operation temperature in the range of 104 — 120 degrees Fahrenheit.
DIMENSION — There is a 1 inch distance from the tube to the chamber wall of the
AT 1500 UV disinfection system.
HOUSING — The system is contained within an ABS housing that is carbon -
impregnated for maximum durability. The internal subassembly can easily be
removed for cleaning of the quartz sleeve.
Page 89

MODEL RT 1500
UV DISINFECTION SYSTEM
INSTALLATION AND OPERATION MANUAL
The Model AT 1500 UV disinfection system is listed with Underwriters Laboratories (UL) under Standard 979 as a residential
treatment device. The installer should provide a power disconnect switch mounted to the exterior of the facility being serviced
to de -energize power to the unit during maintenance. Electrical work must be performed in accordance with the latest edition
of the National Electrical Code, as well as all applicable local codes. CAUTION: DO NOT LOOK DIRECTLY AT THE UV
LAMP OR EXPOSE SKIN DURING OPERATION. PERMANENT EYE DAMAGE AND SKIN BURNS WILL OCCUR FROM
UV RADIATION EXPOSURE. UV BLOCKING SAFETY GLASSES MUST BE WORN DURING INSTALLATION, SERVICE
OR ANY TIME THE BULB MAY BE ILLUMINATED.
COMPONENTS
The Model AT 1500 UV disinfection system consists of the
following components:
1)
Control enclosure
8) UV subassembly with
2)
4" ABS riser pipe
anodized aluminum
3)
4" ABS inlet coupling
frame, quartz sleeve
4)
Turbulence inducer
and Teflon sheath
5)
4" ABS outlet coupling
9) Subassembly handle
6)
Disinfection chamber
10) Dielectric grease (5 g)
7)
UV lamp (bulb)
These components should be supplied by the installer
1) Disconnect switch 6) Isopropyl alcohol
2) Solvent cement 7) #14/2 AWG
3) Hacksaw electrical cable
4) Glycerin (optional) 8) Conduit and fittings
5) Clean, soft cloth
CONTROL
LAMP
ENCLOSURE
INDICATOR
LIGHT
4" ABS
UV SUBASSEMBLY
RISER PIPE
HANDLE
RUBBER
GASKET
4" ABS INLET
COUPLING
ANODIZED
ALUMINUM
FRAME
TEFLON
4' ABS OUTLET
SHEATH
COUPLING
QUARTZ
SLEEVE
ABS DISINFECTION
UV
CHAMBER
LAMP
UV DISINFECTION CHAMBER AND SUBASSEMBLY
INSTALLATION INSTRUCTIONS
1. The excavation for the wastewater treatment system
upstream of the UV disinfection device should include
an additional 3 feet of length to allow for installation of
the Model AT 1500.
2. Carefully unpack the ModelAT 1500 system. Remove
and properly discard all packaging materials from the
system components. The UV lamp should remain in
the protective shipping sleeve until it is installed.
3. Insert the turbulence inducer into the 4" inlet coupling.
Solvent weld the inlet coupling to the disinfection
chamber with the turbulence inducer towards the
chamber. Solvent weld the 4" outlet coupling to the
disinfection chamber.
4. Solvent weld the effluent line of the upstream treatment
system to the 4" inlet coupling of the Model AT 1500.
Next, solvent weld the 4" outlet coupling to the final
effluent line. Cover the open top of the disinfection
Page 90 chamber and backfill up to the bottom of the plumbing.

ULTRAVIOLET DISINFECTION (Cont.)
5. The control enclosure should be completely above grade
in the finished installation. The riser pipe and UV handle
are purposely manufactured longer than necessary and
must be trimmed. Fit the riser pipe into the top of the
disinfection chamber and mark a trim line on the
BOTTOM. Mark the subassembly handle on TOP to
trim the same amount.
UV SUBASSEMBLY
HANDLE
FINISHED
CUT AND DISCARD
RADE
TOP OF HANDLE
rZB�o
4" ABS
CUT HANDLE
AND RISER
PIPE TOLENGTHWITH
�OFGRISIER
HACKSAW
DISINFECTION
SOLVENT WELD
CHAMBER
THE TRIMMED
HANDLE ONTO
UV SYSTEM
SUBASSEMBLY
Erl
USE HANDLE TO
LUBRICATE
INSTALL SUBASSEMBLY
GASKETS
INTO DISINFECTION
CHAMBER
TRIM RISER
PIPE AND HANDLE
6. Use a hacksaw to cut along the trim line on both the
riser pipe and handle to make them the proper length.
7. Solvent weld the riser pipe to the disinfection chamber.
Solvent weld the lower portion of the 1" union to the top
of the UV subassembly handle.
8. Disassemble the union and set aside the top portion
and UV power cable. Solvent weld the lower portion of
the handle onto the UV system subassembly.
The Model AT 1500 is shipped with the UV lamp power
cable connected to the control enclosure. If this lamp
power cable has become disconnected, it must be
reconnected at this time. To do so, remove the gasketed
cover from the control enclosure. Connect the white
lead on the UV lamp power cable to the terminal block
marked "UV+". Connect the black lead on the cable to
the terminal block marked "UV-".
DO NOT TOUCH
SURFACE OF LAMP
ALL PINS ON LAMP MUST
FULLY ENGAGE INTO
POWER CONNECTOR
0
THOROUGHLY COAT INTERIOR
OF RUBBER SLEEVE TO EASE
INSTALLATION OF THE LAMP
THOROUGHLY COAT CONNECTOR
TO PROTECT AGAINST
MOISTURE AND CORROSION
LAMP POWER CONNECTION
10. Use the entire tube of dielectric grease to thoroughly
coat the four pin connector and interiorof the black rubber
sleeve. This is critical to protect against moisture,
corrosion and to ease installation of the lamp into the
power connector. Use a clean, soft cloth to grasp the
UV lamp and insert it into the rubber sleeve. Securely
attach the UV lamp to the connector. Holding the power
cable, carefully insert the lamp through the handle and
completely into the quartz sleeve of the UV subassembly.
11. Assemble and tighten the union in the handle to insure
a watertight connection.
12. Use water or glycerin to lubricate the rubber gaskets
located on both sides of the UV subassembly.
13. Do not touch the Teflon sheath or allow excess glycerin
to contact it. Use a clean, soft cloth and isopropyl
alcohol to remove fingerprints or excess glycerin.
14. Fill the disinfection chamber with clean water.
15. Remove the threaded access plug from the top of the
riser. Insert the UV subassembly into the disinfection
chamber. Insure the locating pins in the chamber lock
into the openings on the subassembly.
MANUFACTURED BY
NORWECO, INC.
weca NORWALK,OHIO
U.S.A. 44857
www.norweco.com
Page 9
©MMXII NORWECO, INC. NORWALK OHIO U.S.A.

ULTRAVIOLET DISINFECTION (Cont.)
16. Tuck the excess power cable into the riser pipe.
17. Use a dedicated 115 voltAC single phase 15 amp circuit
in the main electrical panel for service to the UV
disinfection system. NOTE: Make sure the breaker
is "off' before proceeding.
18. A disconnect switch should be provided to de -energize
power to the UV disinfection system during service.
Mount the power disconnect switch enclosure to the
facility being served.
19. Install a #14/2 AWG cable from the dedicated breaker
in the main electrical panel to the disconnect switch.
20. In the disconnect switch enclosure, connect the hot
(black) lead from the main electrical panel to the "Line"
terminal. Connect the black lead to the UV system to
the "Load" terminal. Twist both white leads together
and secure with a wire nut connector. Connect both
ground leads to the ground lug in the enclosure.
21. Remove the control enclosure cover and black electrical
insulator. Install a #14/2 AWG cable from the disconnect
switch to the control enclosure. Insure the connection
to the UV system is made in conduit with the conduit
fittings provided. A watertight connection is critical to
insure proper operation and safety.
22. Attach the incoming hot (black) lead to the terminal
block marked "L" in the UV control enclosure. Attach
the common (white) lead to the terminal block marked
"N" in the enclosure. Attach the incoming ground lead
to the terminal block marked "G" in the enclosure.
23. (Optional) If a remote alarm panel is required, the alarm
leads should be installed in a separate conduit using
the second conduit fitting provided. A watertight
connection is critical to insure proper system operation
and safety. Connect one alarm lead to either the normally
open (N/0) terminal or the normally closed (N/C)
terminal. Choose the correct terminal for the type of
signal required by the remote alarm panel. Connect the
other lead to the common (COM) terminal.
24. Solvent weld a plug into any unused conduit fittings to
insure watertight integrity is maintained.
25. Apply thread sealant to the threaded access plug and
install plug in the riser opening. Tighten to insure a
watertight seal.
26. Secure the gasketed cover in place on the top of the
control enclosure, using the four screws provided.
27. Backfill around the disinfection chamber and riser pipe.
Finished grade should be below the control enclosure
to prevent the entry of surface water.
28. Turn "on" the UV breaker in the main electrical panel.
29. Turn "on" the power at the disconnect switch.
30. The green lamp on the control enclosure should now be
illuminated to indicate the system is operational.
Page 92

ULTRAVIOLET DISINFECTION (Cont.)
MAINTENANCE AND SERVICE
UV blocking protective eyewear must be worn during service
or any time the bulb may be illuminated. It is recommended
that the subassembly be removed and serviced every six
months to insure proper disinfection. Inspect the Teflon
sheath for damage or biological film. If the sheath is torn or
biological film is present between the sheath and the quartz
sleeve, the Teflon sheath must be replaced. Contact Norweco
for replacement parts. If biological film is present on the
surface of the Teflon sheath, the sheath must be cleaned to
insure proper disinfection. To clean the Teflon sheath:
1. Insure power is turned off at the disconnect switch or in
the main service panel.
2. Use a soft damp cloth to carefully wipe down the sheath.
3. Use isopropyl alcohol on a soft cloth to carefully remove
difficult stains like fingerprints or biological film.
DISINFECTION UV SUBASSEMBLY
SUBASSEMBLY HANDLE
QUARTZ TEFLON
SLEEVE SHEATH
ISOPROPYL SOFT
ALCOHOL CLOTH
I-
USEISOPROPYL
ALCOHOL TO
REMOVE DIFFICULT FTEFLONSHEATH
MP
STAINS LIKE AN
FINGERPRINTS
OR FILM
CLEANING THE TEFLON SHEATH
The system is designed to provide long service life. It is
recommended that the UV lamp be replaced every two years
to insure proper disinfection of the treatment system effluent.
The green light on the side of the control enclosure will no
longer illuminate when the lamp needs replaced. UV
blocking protective eyewear must be worn during service or
any time the bulb may be illuminated. To replace the lamp:
1. Turn off power to the UV system at the disconnect switch
or in the main service panel. Confirm that the green
indicator light on the side of the enclosure is "off'.
2. Remove the control enclosure cover and threaded access
plug.
3. Remove the subassembly from the disinfection chamber
and disassemble the union in the handle. Use the power
cable to remove the UV lamp from the subassembly.
4. Disconnect the UV lamp from the four pin connector on
the power cable.
5. Use an entire tube of dielectric grease to thoroughly
Page 5
coat the four pin connector and rubber sleeve. Connect
new lamp and carefully lower into the UV subassembly.
Make sure the lamp is fully seated in the quartz sleeve.
6. Reassemble and tighten the union in the handle.
7. Lower the subassembly into the disinfection chamber.
8. Reinstall the threaded access plug onto the riser.
9. Reinstall the control enclosure cover and secure with
the four screws provided.
10. Turn on power at the disconnect switch or main service
panel. Verify that the green indicator light on the side of
the control enclosure is illuminated.
NOTE: The UV lamp contains mercury which is harmful
to the environment. Insure that old UV lamps are
disposed of at a recycling center.
ALARM CIRCUIT
The Model AT 1500 system is equipped with a current
sensing circuit to monitor the UV lamp performance. Ifthe
UV lamp output drops below an acceptable level for proper
disinfection, the alarm circuit will turn "off' the green indicator
light on the enclosure. When connected to the Service Pro
control center, the service provider can be immediately
notified that maintenance to the UV system is required. For
more information regarding connection of the Model AT 1500
UV disinfection system alarm to a Service Pro control center,
please refer to the Service Pro Control Center with MCD
Technology Installation and Operation Instructions.
MANUFACTURED BY NORWECO, INC.
weco- 0HIO
U.S.A. 44857
www.norweco.com
©MMXII NORWECO, INC. NORWALK. OHIO U.S.A.

NETARM TM
WASTEWATER DIVISION
BIOLINEO
DRIPLINE
CROSS SECTION
OF BIOLINE
DRIPLINE
Bioline dripper inlets
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, not just 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.
Page 94

ADDITIONAL FLOW OF 2.3 GPM REQUIRED PER LATERAL TO ACH I EVE 3 fps ADDITIONAL FLOW OF 1.2 GPM REQUIRED PER LATERAL TO ACH I EVE 1.5 fps
DRIPPER FLOW RATE IGPH) 0.4 GPH Q6 GPH 0.9 GPH 0.4GPH 16GPH 0.9GPH OA GPH 0.6 GPH 0.9 GPH DRIPPER FLOW RATE IGPH) 0.4 GPH Q6 GPH 0.9 GPH 0.4GPH 16GPH 0.9GPH OA GPH 0.6 GPH 0.9 GPH
15 102 M M 136 121 113 161 151 137 15 201 171 140 275 235 194 337 289 241
H 25 151 136 118 203 184 161 245 223 197 ti 25 266 222 179 366 308 251 383 313
i 35 193 171 146 260 232 200 315 283 245 0 35 316 262 210 437 365 295 543 455 369
40 211 186 158 286 254 218 347 311 267 40 337 280 223 469 391 313 583 487 393
45 228 200 169 310 274 .3 377 .5 .7 45 358 296 235 497 413 331 619 517 415
Flow per 100'(GPM/GPH) oszI- i.o-, 1 ss/sz o.a4R.1 o.-,, I l.oz/si I nl- I Flowperla0'(GPM/GPH) I 2.6na6 i.o/61 I 1.5s/s2 I o.4a26.670.68/41 1 1.oz/61 1 0.3020 1 0. 2 0.n146
Lateral lengths are based on flows allowing for a 3 fps flushing/scouring velocity Lateral lengths are based on flows allowing for a 1.5 fps flushing/scouring velocity
MAXIMUM LENGTH OF r OF r
ADDITIONAL FLOW OF2.0 GPM REQUIRED PER LATERAL TO ACHIEVE 2.5fps ADDITIONAL FLOW OF 0.8 GPM REQUIRED PER LATERAL TO ACHIEVE 1.0 fps
i• DRIPPER
DRIPPER FLOW RATE IGPH) 0.4 GPH 0.6 GPH 0.9GPH OAGPH O.62PH 0.9 GPH 0.4GPH 0.6 GPH 0.9GPH DRIPPER FLOW RATE (GPH) 0.4 GPH 0.6 GPH 0.9 GPH OA GPH 0.6 GPH 0.9 GPH 0.4GPH 0.6 GPH 0.9 GPH
15 128 115 100 172 155 136 205 187 165 15 248 205 163 285 228 427 355 285
H 25 1. 161 M7 2. 2. 188 301 268 231 H 25 315 258 203 361 286 549 453 359
i 35 228 198 1. M. 212 229 379 333 i 35 367 299 513 419 331 643 527 417
40 248 214 178 338 295 247 413 362 305 40 389 316 248 -5 350 683 559 -1
45 266 229 190 364 316 263 -7 389 327 45 409 332 260 574 367 721 589
Flow per 100'(GPM / GPH) 1 0-140 [.oust 1.-3 a.4v26.670-41 1 1.0us1 1 0- 1 0.5t/st 0.n/46 1 Flow per 100•(GPM/GPH) I o.67/4o 1 [.oust I t.5m2 I a.44'zs.67 ow4t 1 lam I own I 0.5t/st 0.n/46
Lateral lengths are based on flows allowing for a 2.5 fps flushing/scouring velocity Lateral lengths are based on flows allowing for a 1 fps flushing/scouring velocity
ADDITIONAL FLOW OF 1.6 GPM REQUIRED PER LATERAL TO ACHIEVE 2.0fps ADDITIONAL FLOW OF 0.4 GPM REQUIRED PER LATERAL TO ACHIEVE 0.5fps
i• DRIPPER
DRIPPER FLOW RATE (GPH) 0.4 GPH 0.6 GPH 0.9 GPH 0.4GPH O.fi GPH 0.9GPH 0.4 GP 0.6 GPH 0.9 GPH DRIPPER FLOW RATE (GPH) 0.4 GPH 0.6 GPH 0.9 GPH 0.4 GPH 0.6 GPH 0.9 GPH OA GPH 2imj 0.9 GPH
15 161 141 119 217 191 %4 2. .21 .1 15 301 242 188 422 341 265 531 429 335
25 221 190 157 302 261 218 369 321 270 ti 25 369 296 228 520 418 323 655 527 409
s 35 269 229 187 370 316 260 455 391 324 i 35 421 337 260 595 476 368 749 603 467
<y 40 290 246 200 399 340 278 421 347 40 - 354 273 626 501 387 790 635 491
45 310 261 212 427 362 296 527 369 45 464 371 285 656 524 404 829 665 513
Flow per 100'(GPM/GPH) I os'z,- [.oust t-1 o.4vzsst o-4t [.oust o.- I Flow per 100'(GPM/GPH) I osu4o 1.oz161 1 1.5N2 1 04VX670W41 1 1.02161 1 o.aazo I ss/at 0.77/46
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. Refer to 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 turbulent flow as defined by Reynolds Number.
5. Higher flushing velocities provide more aggressive flushing.
Page 95

EXPLODED VIEW OF BIOLINE DRIPPER
Bottom View Top View
Large inlet filtration area
(bottom of dripper) Dripper Outlet
(top of dripper)
glop wor,
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
.000 000
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
turbulentflow 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
0.6 GPH = .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 MODEL
RATE SPACING L ONGTH UMBER
0.4GPH 12" 15000 08WRAM.4-12V500
0.4 GPH 18" 1500' 08WRAM.4-18V500
0.4 GPH 24" 1500' 08WRAM.4-24V500
0.6 GPH 12" 1 00' 08WRAM.6-12V500
0.6 GPH 18" 1500' 08WRAM.6-18V500
0.6 GPH 24" 1 00' 08WRAM.6-24V500
0.9 GPH 12" 1 00' 08WRAM1-12V500
0.9 GPH 18" 1500' 08WRAM1-18V500
0.9 GPH 24" 1 00' 08WRAM1-24V500
Blank Tubing 17mm I 250' 08WRAM-250
Page 96

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
MON t. ir +
TLCOUP TLELL TLTEE TLCROS
Insert Coupling Insert Elbow Insert Tee Insert Cross
Ell
TLO50MA TL075MA TL075FTEE TL2W075MA
%2" Male Adapter 3/4" 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
W& saw NE TA FIM TM
TLSOV TLCV
Shut -Off Valve Inline Check Valve
Ins xIns Flow Range: 0.9to4.4GPM
NETAFIM USA
• Opening Pressure: 10.2 psi 5470 E. Home Ave.
• Closing Pressure: 5.8 psi Fresno, CA 93727
(13.4 Feet Column of Water) CS 888 638 2346
www.netafimusa.com
Page 97 W064 11/15

RESIDENTIAL
PERC=RITE@
PATENT NO. 5,200,065 PATENT NO. 5,984,574
PATENT NO. 6,261,452B1
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
Page 98

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 pear 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.
Patent No. 5,984,574
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.
Ret
a
0
4
0
a
Supply o
TOP FEED MANIFOLD
1.0
0.9
0.8
= 0.7
�? 0.6
0.5
0.4
0 0.3
0.2
0.1
0
PRESSURE (PSI)
DRIP Tu6ING
Page 99

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
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 - RfieO 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.
HYDRAULIC UNIT
AND
CONTROL INSTALLATION
AMMICAN
m"
. I
SIMPLEX CONTROLS
Three or four float simplex or duplex controls pro-
vide duty rated contactors and efficient operator
interface.
Page 100

American Manufacturing
Company, Inc. manufactures
many specialty Onsite
Wastewater Products including
the Bull Run TM Vale, 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.O. Box 97
EIkwood, 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® drip equip.
Timer Controls
-I—
Toll free: 1-800-345-3132
Page 101

Top Feed Manifold Systems for
"Perc ,s Rite ""�' Drip Systems
PREVENTS DRAIN DOWN BETWEEN LATERALS AFTER THE PUMP SHUTS OFF
AIR RELEASE
Tnstall insulatlon
For shallow syystems
In Freezl ng CllmatES
MAIN SUPPLY PIPE
BELOW FROST LINE
AIR RELEASE
VALVE
F ■k
PRESSURE FF
DRIPPP1ERTUSING
+ kf
F kH
H kk
y Fa �f CHECK
ki HFik k/
k
F
FINISHED GRADE
1!2' PVC
INSTALLATION DEPTH < Ur PVC
FLEX
Air Release VAN&
atone hig nest drip
run In that zone.
Top Feed on 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 Insulatlon
for shallow systems
In freezing cllmatB
See diagram atone.
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
Page 102

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
('IF)
SuMal
1/2„ Supply
turn
P)
\ Return
1/2'° Field VClnifold
Return
The PERC-RITE° 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
Page 103

"PER&RITE®"
Drip Dispersal Filtration Systems
AMERICAN MANUFACTURING COMPANY,
_-I
MR na
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
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 4
material which may damage
tubing and cause field failure of tubing and
field.
Page 104
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.

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.
if 1, I
1; 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!
rEHCmH1TE(ff> Nitration
American Manufacturing Company, Inc. P.O. Box 97, Elkwood, VA 22718
Toll Free:800-345-3132 FaxP758 www.americanonsite.com

A11DER#CAN MANUFACTURING
RING
Company Inc.
www. am erioanonsite.00m
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.
♦ 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 $erles
Flow Range
GPM
Horsepower
Range
east Elf.
GPM
Discharge
Connection
Maximum
Solids Size
Rotation
PUTURB1512ZW
6-28
%
18
1'/.
1I16"dia.
CCW
nJ C C_ -
230-
220—
2T0-
200—
190 -
1 80—
170
150
1 4-
130
1 0 --
1 CC
90
so
its
6e -
50
10 -
30
20
to .
PERC-RITE°
PUMP
PUTURB15
ri ..�P__ 1 I T_. �_i 1- T 1 1. 1 7 F-1- [ I
r .52
12 2U 28 36 X
Gallons Per Minute
DESIGNERS GUIDE PUMP CURVE
©RIP DISPERSAL SYSTEM
Page 106

www.americanonsite.com
Phone: [phone]
Fax: [phone]
MANUFACTURING COMPANY, INC.
EFFLUENT DRIP 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.
♦ 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
11/4
1/16"dia.
115
PUTURB15122W
6 - 28
%
18
1 1/4
1/16" dia.
230
PERC-RITE°
PUMP
PUTU RB15
4 12 20 28 36 44
Gallons Per Minute
DESIGNERS GUIDE PUMP CURVE
DRIP DISPERSAL SYSTEM
© American Manufacturing Company, Inc. Page 107 www.americanonsite.com

AMERICAN ONSITE CONTROLS
AMERICAN MANUFACTURING COMPANY, INC.
P.O. BOX 97 ELKWOOD, VIRGINIA 22718-0097
*14f /0(T!T\2A C_2127 ......... . ­;.......:Hn ­
All
ors
CONTROLS
A2
P1
�....
P2
1L1
LEVEL
ALARM
— —qT
'
1L2
2L7
L2
M
I
1 T1
PILOT
PRIMARY
HEATER
1T
FUSE
AG
250V
FUSE
Q
FUSE
AGC
Znv
2T
27
PEAK
RESET/
FILTER BACKFLUSH
LEVEL CYCLESTART
®
ilov
PUMP2
PUMP1
ZONE
ZONE1
ZONE2
ZONE4
Hero-orc-n�m
RETURN
Heoa.orr
�ZONE
He�6ontwo
F1 z 4 GND
OFF
F2 Z1 3 ZR ANTI-
FREEZE
TIMER ENABLE I PILOT NEUTRAL
SOLENOID VALVES ALARM NEUTRAL
F1 = FILTER 1 (MAY BE JUMPED TOGETHER
# 120V/50OW IF SEPARATE SUPPLIES
F2 = ZONFILTE
1 MAX ARE NOT REQUIRED)
Z1 = 20NE #1
PEAK ENABLE Z2 = ZONE #2
Z3 = ZONE #3
Z4 =ZONE #4 4 ZONE HYDRULIC UNIT WIRE COLORS
ZM = ZONE MASTER
ZR = ZONE RETURN WHITE -COMMONS INTO 24-
HIGH LEVEL F1=(PP)-PURPLE VM -VMITE
F4=(OR)—ORANGE (BR)—BROVM
Z1=(BL)—BLUE (WH/S)—WHITE/6ULE E
Z2=(RD)—RED (NH/RDRDS)—WHITE/RED STRIPE
Z3=(GR)—GREEN WTI/GRS)—VMITE/BULE STRIPE
Z4=((YL)—YELLOW WH/YLS))—NHITE/Y OW STRIPE
ZR=(&C)—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 9u
ALARM
115V/IPH/6OHz
10AMP MIN. PROTECTION
CONTROL
115V/1 PH /6OHz
10AMP WN. PROTECTION
PUMP
115 or 230V1 H/6OHZ
20AMP MIN. PROTECTION
PUMP
115 or 23OV1 H/6OHZ
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:
4-5awg
27 in—Ibs
8aw9
25 in—Ibs
10-14aw
20 in—Ibs
1L1&1L2
2L1&2L2
—haw
27 in—Ibs
8aw9
25 in—Ibs
10-14aw
20 in—Ibs
TB1
10-1 8awq
22 in—Ibs
CIRCUT CARD
TB1 (ALL TERMINALS)
10-22aW
7-8 in—Ibs
2
(ALL TERMINALS)
16-22aW
7-8 in—Ibs
3
(ALL TERMINALS)
10-22aW
7-8 in—Ibs
FLOAT TREE
HIGH LEVEL
DHL
PEAK ENABLE `
OPE
TIMER ENABLE
REDUNDANT OFF TE
3-4' TETHER OFF
DUPLEX 4 ZONE PERC-RITE DRIP SYSTEM
TIME DOSING AND PROCESS CONTROL
INSTALLATION GUIDE FOR "DPI" SERIES DRIP SYSTEM
MODS' DP124—DAB124—AHJILP(C)R
DWGfS X9146P REVISION
B
12/17/08 SPC
S:\DMa\Cmbvls\AutoCAOLt2000\X-hJJotnNq-Pmels\X9146P.dwq
CONTROL PANEL - X9146P
Page 108

RAIN�BIRD(.)
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
■ Automatic rain shutoff prevents
overwatering due to natural
precipitation
■ Robust, reliable design reduces
service call backs
■ 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 24VAC 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.
4
Latching Hinge
Maintains Alignment
Mechanical Properties
• Multiple Rainfall Settings from 1i8"— 3/4"
(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
3
I
RSD-CEx
Dimensions
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 electro-me-
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.
RAINkB1R1)(
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
O 2008 Rain Bird Corporation 4/08 Page 110 D39402E

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Page 111

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
'/a" 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: '/z - 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.
Page 112

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'/z " 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.
Page 113

6. Dripline Pipe: (used in disposal field); typical size of'h" (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.
Page 114

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.
Page 115

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
Page 116

replaced as specified in Section 02150, part 3, f.
Page 117

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
Page 118

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.
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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 SW2pinjz, 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
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is to take place over the disposal sites.
Page 121

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.
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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
Page 123

SECTIONS 31 22 00 SITE GRADING AND
31 23 00 EXCAVATION
PART1 GENERAL
1.01 WORK INCLUDED
A. Remove topsoil and stockpile for later reuse.
B. Excavate subsoil, stockpile for later reuse and remove excess from site.
C. Removal and disposal of unsuitable material.
D. Grade and contour site including excavation, backfilling, placement and
compaction of earth to finished grades or sub -grades indicated in plans.
1.02 DEFINITIONS
A. The words
1.03 RELATED WORK
A. Section 31 09 00 — Geotechnical Instrumentation and Monitoring of Earth Work
B. Section 31 23 13.26 - Rock Removal
C. Section 31 25 00 - Erosion and Sediment Control
D. Section 31 23 33 - Trenching
1.04 SUBMITTALS
A. Furnish copies of soil compaction reports as specified in Section 02000 Testing
Services.
1.05 QUALITY ASSURANCE
A. Installer qualifications: Installer must have successfully completed, within the
last three years, at least three unit paver applications similar in type and size to
that of this project. Paver installer must assign mechanics from one of these
earlier applications to this project, of which one will serve as lead mechanic.
B. Paver installer shall be approved by the product manufacturer.
1.06 PRODUCT HANDLING
A. Paving stones shall be delivered and unloaded at job site and bound in such
manner that no damage occurs to the product during handling, hauling, and unloading.
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PART 2 MATERIALS
2.01 SOLID CONCRETE INTERLOCKING PAVING STONES
A. Paving stones shall be Centennial, as manufactured by Metromont Materials,
Spartanburg, South Carolina. 1-803-585-4241.
B. Paving stone thickness shall be 3-1/8" (80 mm), as specified.
C. The paving stones shall be manufactured with a hidden spacer in order to
maintain a 1/8" space between each stone.
D. All units shall be sound and free of defects that would interfere with the proper
placing of the unit or impair the strength or permanence of the construction.
Minor cracks incidental to the usual methods of manufacture, or minor chipping
resulting from customary methods of handling in shipment and delivery, shall not
be deemed grounds for rejection.
2.02 SAND LAYING COURSE
A. The sand laying course shall be a well graded clean washed sharp sand with
100% passing a 3/8" sieve size and a maximum of 3% passing a No. 200 sieve
size. This is commonly known as manufactured concrete sand, river sand,
granite screenings, or similar. DO NOT USE MASON SAND.
B. Bedding sand to conform to ASTM C-33.
2.03 EDGE RESTRAINT
A. All edges of the installed paving stone shall be restrained. The type of edge
restraint shall be as shown on Drawings.
PART 3 EXECUTION
3.01 PREPARATION OF THE BASE COURSE
A. A suitable base must be prepared as specified in Section 31 23 00 - Grading,
Excavation, Filling, Compacting.
B. The base course shall be shaped to grade and cross-section with an allowable
tolerance of/4".
C. The compacted base thickness shall be a minimum of 6 inches, or as otherwise
shown in Drawings.
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3.02 CONSTRUCTION OF THE SAND LAYING COURSE
A. The finished base course shall be approved by the Architect before the placement
of the sand laying course.
B. The uncompacted sand laying course shall be spread evenly over the area to be
paved and then screeded to a level that will produce 1" thickness when the paving
stones have been placed. Normally, it is good practice to have final elevation of
paving stones slightly higher than adjacent curb, gutters, other paving, to allow for
any minor settling that may occur within the base. Maximum bedding sand
thickness shall not exceed 1-1/2".
C. Once screeded and leveled to the desired elevation, this sand laying course shall
not be disturbed in any way.
3.03 LAYING OF CONCRETE PAVING STONES
A. The paving stones shall be laid in the approved pattern as noted or shown on the
Drawings.
B. The paving stones shall be laid in such a manner that the desired pattern is
maintained and the joints between the stones are as tight as possible. Joints
between stones shall not exceed 1/8".
C. String lines shall be used to hold all pattern lines true.
D. The gaps at the ends of the paver surface shall be filled with standard edge stone
or with stones cut to fit. Cutting shall be accomplished to leave a clean edge to
the traffic surface using a double -headed breaker or a masonry saw. No cuts
should result with a paver less than 1/3 of original dimension.
E. Paving stones shall be vibrated into the sand laying course using a vibrator
capable of 3000 to 5000 pounds compaction force with the surface clean and
joints open. At least two passes with the vibrator shall be made across the
surface.
F. After vibration, clean masonry type sand containing at least 30% of 1/8" particles
shall be spread over the paving stone surface, allowed to dry, and vibrated into
joints with additional vibrator passes and brushing so as to completely fill joints.
Sweep sand to meet ASTM C-144.
G. Do not vibrate within three feet of unrestrained edge. All work within three feet of
the laying face must be fully compacted with sand -filled joints at the completion of
each day. Cover the remaining umcompacted edge of the laying face and sand
with a waterproof covering. Sweep off excess sand when the job is complete.
3.12 FINISHED GRADES
A. Finished grades to be within plus or minus 0.1 feet for pavement areas, and 0.2
feet for landscaped and grassed areas, of grades indicated in drawings.
Page 126

3.13 CLEAN UP
A. Complete the grading operations after utilities are installed, site improvements
constructed, and all materials, rubbish and debris removed from the site.
END OF SECTION
Page 127

SECTION 3122 16 - FINE GRADING
PART 01 - GENERAL
1.01 Related Documents:
A. Drawings and general provisions of the Bidding and Contract Requirements, and Division 1- General
Requirements shall govern the work under this section.
1.02 Work Included:
A. Provide all labor, materials, necessary equipment and services to complete the Fine Grading work, as
indicated on the drawings, as specified herein or both, except as for items specifically indicated as
"NIC ITEMS".
1.03 Related Work:
A. Earthwork - Section 3120 00
B. Seeding - Section 32 92 19
1.04 Site Inspection:
A. The contractor shall visit the site and acquaint himself with all existing conditions. The contractor
shall be responsible for his own subsurface investigations, as necessary, to satisfy requirements of this
Section. All subsurface investigations shall be performed only under time schedules and arrangements
approved in advance by the County's Representative.
1.05 EXISTING CONTOURS:
A. Obtain drawings showing proposed final grading from County's Representative.
B. Verify that contours and grades established during rough grading and earthwork are within two tenths
(2) of a foot of proposed grades shown on grading plans. Make whatever corrections and/or repairs
necessary to make finish grades consistent with the requirements of the grading drawings and
specifications.
1.06 Utilities:
A. Before starting site operations verify that the earlier contractors have disconnected all temporary
utilities which might interfere with the fine grading work.
B. Locate all existing, active utility lines traversing the site and determine the requirements for their
protection. Observe in operating condition all active utilities adjacent to or traversing the site that are
designated to remain.
C. Observe rules and regulations governing respective utilities in working under requirements of this
section. Adequately protect utilities from damage, remove or relocate as indicated, specified or
required. Remove, plug or cap inactive or abandoned utilities encountered in excavation. Record
location of active utilities.
1.07 Quality Assurance:
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A. Requirements of all applicable building codes and other public agencies shall have jurisdiction upon
the work.
B. Primary emphasis should be given to the aesthetic appearance and functioning of berming and swales,
as directed by the County's Representative. The contractor shall employ skilled personnel and any
necessary equipment to insure that finish grading is smooth, aesthetically pleasing, drains well, and is
ideal for receiving grass and plant materials.
PART 02 - MATERIALS
2.01 Existing Soil:
A. Use on -site material, unless otherwise directed by County's Representative, free from debris, sod,
biodegradable materials, and other deleterious materials. The Contractor shall insure that all existing
soil has sufficient percolation and surface drainage to support grasses and plant material and that
compaction occurs only in areas to insure stabilization for pavements and structures.
PART 03 - EXECUTION
3.01 Job Conditions:
A. Dust control: Use all means necessary to prevent dust from construction operations from being a
nuisance to adjacent property owners. Methods used for dust control are subject to approval by the
County's Representative.
B. Burning: On -site burning will not be permitted unless approved by local Fire Department.
C. Protection: Use all means necessary to protect curbs, gutters, sprinklers, utilities and vegetation
designated to remain, and, in the event of damage, immediately make all repairs, replacements and
dressings to damaged plants necessary to the approval of the County's Representative. Contractor shall
incur all cost for the replacement of damaged objects and vegetation.
3.02 Scheduliniz:
A. Schedule all work in a careful manner with all necessary consideration for adjoining property owners
and the public.
B. Coordinate schedule with other contractors to avoid conflicts with their work.
3.03 Excavation:
A. Excavate where necessary to obtain subgrades, percolation and surface drainage as required.
B. Materials to be excavated are unclassified, except as noted in Section 3123 00.
C. Remove entirely any existing obstructions after approval by the County's Representative.
D. Remove from site and dispose of debris and excavated material not required.
3.04 Gradiniz:
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A. The contractor shall establish finished grades as shown on the Engineers grading plans and as directed
by the County's Representative, including areas where the existing grade has been disturbed by other
work.
B. Finished grading shall be smooth, aesthetically pleasing, drain well and ready to receive seed and other
plant material to full satisfaction of County's Representative.
3.05 Compaction:
A. Compact each layer of fill in designated areas with approved equipment to achieve a maximum density
at optimum moisture, as defined by ASTM D-698.
1. Under pit gravel trails, compaction shall be to 95% of maximum dry density.
2. Under seeded area, compaction shall not exceed 90% of maximum dry density.
B. Compaction in limited areas shall be obtained by the use of mechanical tampers or approved hand
tampers. When hand tampers are used, the materials shall be deposited in layers not more than four
inches thick. The hand tampers used shall be suitable for this purpose and shall have a face area of not
more than 100 square inches.
3.06 Correction Of Grade:
A. Bring to required grade levels areas where settlement, erosion or other grade changes occur. Adjust
grades as required to carry drainage to prevent ponding of water.
B. Remove all rock or objectionable material larger than 1/4' any direction prior to commencing
landscaping.
C. Contractor shall be responsible for stabilizing grades by approved methods prior to landscaping, and
shall be responsible for correction of grades as mentioned above, and cleanup of any wash outs or
erosion.
END OF SECTION
Page 130

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/a 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/a 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.
Page 131

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
Page 132

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
Page 133
0 100-1

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
Pepe 134
0 100-2

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.
Page 135

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 SettingPosts: 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
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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
Page 137

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.
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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
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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
Nursery Special 14-7-7
APPL. RATE KNOWN VENDOR
2 lbs/100 Sq. Ft.
2 lbs/100 Sq. Ft.
Byrum Seed Co.
Charlotte, NC
[phone]
Pennington Seed
Columbia, SC
1-800-334-6039
Maybank
Fertilizer Corp.
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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 .201b. 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 unplanted 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.
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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 31/4 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 (1") 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
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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.
C. 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
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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 '/z 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
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the Engineering Department.
3.03 Relocation of Existing Trees:
A. Scone: 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
Page 145

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
Page 146

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.
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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.
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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
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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.
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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
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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.
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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
Turf &
Products
Lebanon Chemical Corp.
Scotts Proturf
O.M. Scott & Sons
Eastern Plant Food Co.
Garden
Sta-Green
Garden
Sta-Green Plant Food Co.
340 lbs./acre or Smith
8 lbs/1000 ft. Irrigation (STI)
Charlotte, NC
20-26-6 220 lbs./acre or
5 lbs/1000 sq. ft.
18-24-10 250 lbs./acre or
18-24-10
6 lbs./1000 sq. ft.
250 lbs./acre or
6 lbs./1000 sq. ft.
250 lbs./acre or
6 lbs./1000 sq. ft.
Jim Tosco
Lexington, NC
Local
Center
Local
Center
Sta-Green
Sylacauga, AL
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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.
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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 '/z 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%
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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 ''/z". 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
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SECTION 34 7100 - PIT GRAVEL PATHWAY
PART O1 - GENERAL
1.01 Related Documents:
A. All applicable provisions of the Bidding and Contract Requirements, and Division 1 - General
Requirements shall govern the work under this section.
1.02 Work Included:
A. Provide all labor, materials, necessary equipment and services to complete the pit gravel pathway as
indicated on the drawings, as specified herein or both, except as for items specifically indicated as
"NIC ITEMS".
B. Including, but not necessarily limited to the following:
1. Preparation of sub -grade.
2. Installation and compaction of base course.
3. Spreading of pit gravel surface.
1.03 Related Work:
A. Section 3120 00 - Earthwork
B. Section 3122 16 - Fine Grading
1.04 Quality Assurance:
A. NCDOT Standard Specifications.
1. Work and materials shall conform to all applicable requirements of NC Department of
Transportation "Standard Specifications for Roads and Structures - 1990 or latest edition
(referred to herein as NCDOT.).
B. American Society for Testing and Materials.
1.05 Submittals:
A. Provide copies of materials, notarized certificates of compliance signed by material producer and
Contractor, certifying that each material item complies with, or exceeds, specified requirements.
1.06 Locations, Layout And Grades:
A. Locate and layout path areas with reference to property lines, and information on the drawings as
acceptable by Engineer and Developer. Where indicated, paths shall be rough staked, flagged, and
reviewed by Engineer prior to clearing or construction.
B. Establish and maintain required grades and elevations as indicated on the drawings.
C. Where permanent reference monuments are not available, obtain proper line locations from authorities
having jurisdiction.
D. Establish and maintain required lines and elevations
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PART 02 - PRODUCTS
2.01 Fill:
A. All fill shall be clean rock and sand (maximum rock size = 1 inch.
B. Fill shall be compacted thoroughly as per Section 3123 23 -Earthwork.
2.02 Stabilization Fabric:
A. NOT USED.
2.03 Pit Gravel:
A. "Concord Pit Gravel" available from Bond's Gravel Pit, Route 1, Box 358D, Harrisburg, NC 28075 or
equal. Maximum allowable diameter of pit gravel shall be 1" diameter.
B. Contractor to supply one cubic foot sample of pit gravel to Owners' Representative for approval prior
to delivery of material to site.
PART 03 - EXECUTION
3.01 Preparation Of Sub rg ade:
A. Conform to NCDOT. Sections 225, 226 and to Section 31 23 13 of these specifications, minimum
LBR value of forty (40).
B. Bring the bottom of the excavation of the trail areas to a surface of uniform density, stabilization shall
be with a material acceptable to the County's Representative.
C. Remove soft, yielding material and other portions of the subgrade which does not compact readily and
replace with suitable material and bring the whole subgrade to a line and grade and to a foundation of
uniform compaction and supporting power.
Organic matter, roots and leaf mold - maximum 3% at point of delivery.
Carbonates of calcium and magnesium - minimum 70% (Grade #2).
Aerate and dry subgrades which are too wet for proper compaction.
D. Remove submerged stumps, roots and other perishable matter encountered in the preparation of the
subgrade to a line and grade and to a foundation of uniform compaction and supporting power.
E. Bring subgrade which has been properly filled and shaped to a firm unyielding surface, by rolling
entire area with an approved power roller weighing a minimum of 10 tons.
1. Thoroughly compact area inaccessible to the roller with approved hand tamper.
2. Apply water sufficiently to compact the subgrade where the subgrade is of a dry, sandy
nature and cannot be rolled.
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F. Test subgrade for crown and elevation after preparation and immediately before base or pit gravel
course is laid.
1. Remove or add material and compact to bring to a correct elevation and uniform bearing
power if the subgrade is found not to be at the specified elevation at all points.
2. Adjust the manhole rims, catch basin frames and valve boxes where necessary, to match
finish grade.
3.02 Installation Of Stabilization Fabric:
A. NOT USED.
3.03 Pit Gravel Path:
A. Install approved ABC stone per applicable requirements of NCDOT Section 520 as detailed on
drawings and proof roll, as required by referenced specifications.
B. Install approved pit gravel as detailed on the drawings so that an after compaction depth of 4" is
achieve.
C. Proof roll and compact pit gravel so that a minimum compaction of 90% is achieved.
D. All gravel walkways shall be constructed as shown on standard detail. In locations where walks are
constructed on steep grades, where specifically indicated on plan, the soil may be stabilized by using
portland cement at a rate of 5% by volume of the pit gravel.
3.04 Protection Of Completed Work:
A. Protect complete path from damaging loading, traffic vibration, and water flow.
B. Contractor shall be responsible for any expenses incurred for fixing path from damage prior to final
acceptance.
3.05 Clean -Up:
A. Remove all debris and excess material immediately from project site.
B. Take down all barricades only after all work included in this section is finished and inspected, and only
after so directed by County's Representative.
C. Leave project area neat, orderly and free of any hazardous conditions.
END OF SECTION
Page 159

SEED SPECIFICATION 11-26-2015
SECTION 02920 — LAWNS & GRASSES
PART 1 GENERAL:
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Seeding.
2. Sodding.
3. Erosion -control material(s).
B. Related Sections:
1. Division 2 Section "Site Clearing" for topsoil stripping and stockpiling.
2. Division 2 Section "Earthwork" for excavation, filling and backfilling, and rough grading.
3. Division 2 Section "Subdrainage" for subsurface drainage.
4. Division 2 Section "Porous Unit Paving" for concrete grid -type pavers shaped to provide
open areas between units, planted with grass or other plants.
5. Division 2 Section "Irrigation Systems" for lawn irrigation.
6. Division 2 Section "Exterior Plants" for border edgings.
1.3 DEFINITIONS
A. Finish Grade: Elevation of finished surface of planting soil.
B. Manufactured Soil: Soil produced off -site by homogeneously blending mineral soils or sand
with stabilized organic soil amendments to produce topsoil or planting soil.
C. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to
become topsoil; mixed with soil amendments.
D. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface
of a fill or backfill immediately beneath planting soil.
E. Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic
matter and soil organisms.
LAWNS AND GRASSES
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SEED SPECIFICATION 11-26-2015
1.4 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Certification of Grass Seed: From seed vendor for each grass -seed monostand or mixture
stating the botanical and common name and percentage by weight of each species and variety,
and percentage of purity, germination, and weed seed. Include the year of production and date
of packaging.
Certification of each seed mixture for sod & seed identifying source, including name and
telephone number of supplier.
C. Qualification Data: For qualified landscape Installer.
D. Product Certificates: For soil amendments and fertilizer, from manufacturer.
E. Material Test Reports: For existing surface soil and imported topsoil.
F. Planting Schedule: Indicating anticipated planting dates for each type of planting.
G. Maintenance Instructions: Recommended procedures to be established by Owner for
maintenance of lawns during a calendar year. Submit before expiration of required initial
maintenance periods.
1.5 QUALITY ASSURANCE
A. Installer Qualifications: A qualified landscape installer whose work has resulted in successful
lawn establishment.
Installer's Field Supervision: Require Installer to maintain an experienced full-time
supervisor on Project site when planting is in progress.
2. Maintenance Proximity: Not more than 1 hour normal travel time from Installer's place of
business to Project site.
B. Soil -Testing Laboratory Qualifications: An independent laboratory, recognized by the State
Department of Agriculture, with the experience and capability to conduct the testing indicated
and that specializes in types of tests to be performed.
C. Topsoil Analysis: Furnish soil analysis by a qualified soil -testing laboratory stating percentages
of organic matter; gradation of sand, silt, and clay content; cation exchange capacity; sodium
absorption ratio; deleterious material; pH; and mineral and plant -nutrient content of topsoil.
Report suitability of topsoil for lawn growth. State -recommended quantities of nitrogen,
phosphorus, and potash nutrients and soil amendments to be added to produce
satisfactory topsoil.
D. Preinstallation Conference: Conduct conference at a location TDB by Owner's preference;
contact Owner's representative.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Seed: Deliver seed in original sealed, labeled, and undamaged containers.
LAWNS AND GRASSES
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SEED SPECIFICATION
11-26-2015
B. Sod: Harvest, deliver, store, and handle sod according to requirements in TPI's "Specifications
for Turfgrass Sod Materials" and "Specifications for Turfgrass Sod Transplanting and
Installation" in its "Guideline Specifications to Turfgrass Sodding." Deliver sod in time for
planting within 24 hours of harvesting. Protect sod from breakage and drying.
1.7 PROJECT CONDITIONS
A. Planting Restrictions: Plant during one of the following periods. Coordinate planting periods
with initial maintenance periods to provide required maintenance from date of fall planting.
1. Spring Planting: March to May
2. Fall Planting: September to December
B. Weather Limitations: Proceed with planting only when existing and forecasted weather
conditions permit.
1.8 MAINTENANCE SERVICE
A. Initial Lawn Maintenance Service: Provide full maintenance by skilled employees of landscape
Installer. Maintain as required in Part 3. Begin maintenance immediately after each area is
planted and continue until acceptable lawn is established, but for not less than the following
periods:
1. Seeded Lawns: 30 days from date of planting completion.
a. When initial maintenance period has not elapsed before end of planting season, or
if lawn is not fully established, continue maintenance during next planting season.
2. Sodded Lawns: 20 days from date of planting completion.
B. Continuing Maintenance Proposal: From Installer to Owner, in the form of a standard yearly (or
other period) maintenance agreement, starting on date initial maintenance service is concluded.
State services, obligations, conditions, and terms for agreement period and for future renewal
options.
PART 2 - PRODUCTS
2.1 SEED
A. Grass Seed: Fresh, clean, dry, new -crop seed complying with AOSA's "Journal of Seed
Technology; Rules for Testing Seeds" for purity and germination tolerances.
B. Seed Species: State -certified seed of grass species, as follows:
C. Seed Species: Seed of grass species as follows, with not less than 98 percent germination, not
less than 95 percent pure seed, and not more than .5 percent weed seed:
1. Full Sun: Falcon III Fescue (need 2 types fescue with Kentucky Blue)
D. Grass Seed Mix: Proprietary seed mix as follows:
LAWNS AND GRASSES
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SEED SPECIFICATION
11-26-2015
Products: Subject to compliance with requirements, Tall fescue blend (equal parts of two
or preferably three turf type tall fescues) 200-250 Ibs/acre.
a. Provide 2 manufacturer's & product name to Landscape Consultant for review 1
month prior to installation for review.
2.2 TURFGRASS SOD
A. Turfgrass Sod: Certified, including limitations on thatch, weeds, diseases, nematodes, and
insects, complying with TPI's "Specifications for Turfgrass Sod Materials" in its "Guideline
Specifications to Turfgrass Sodding." Furnish viable sod of uniform density, color, and texture,
strongly rooted, and capable of vigorous growth and development when planted.
B. Turfgrass Species: Falcon III Fescue.
C. Turfgrass Species: Sod of grass species as follows, with not less than 98 percent germination,
not less than 95 percent pure seed, and not more than 0.5percent weed seed:
Falcon III Fescue
2.3 TOPSOIL
A. Topsoil: ASTM D 5268, pH range of 5.5 to 7, a minimum of 4 percent organic material content;
free of stones 1 inch (25 mm) or larger in any dimension and other extraneous materials harmful
to plant growth.
Topsoil Source: Reuse surface soil stockpiled on -site. Verify suitability of stockpiled
surface soil to produce topsoil. Clean surface soil of roots, plants, sod, stones, clay
lumps, and other extraneous materials harmful to plant growth.
a. Supplement with imported or manufactured topsoil from off -site sources when
quantities are insufficient. Obtain topsoil displaced from naturally well -drained
construction or mining sites where topsoil occurs at least 4 inches (100 mm) deep;
do not obtain from agricultural land, bogs or marshes.
2. Topsoil Source: Import topsoil or manufactured topsoil from off -site sources. Obtain
topsoil displaced from naturally well -drained construction or mining sites where topsoil
occurs at least 4 inches (100 mm) deep; do not obtain from agricultural land, bogs or
marshes.
3. Topsoil Source: Amend existing in -place surface soil to produce topsoil. Verify suitability
of surface soil to produce topsoil. Clean surface soil of roots, plants, sod, stones, clay
lumps, and other extraneous materials harmful to plant growth.
a. Surface soil may be supplemented with imported or manufactured topsoil from off -
site sources. Obtain topsoil displaced from naturally well -drained construction or
mining sites where topsoil occurs at least 4 inches (100 mm) deep; do not obtain
from agricultural land, bogs or marshes.
2.4 INORGANIC SOIL AMENDMENTS
A. Lime: ASTM C 602, agricultural limestone containing a minimum of 80 percent calcium
carbonate equivalent and as follows:
LAWNS AND GRASSES 02920 - 4
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SEED SPECIFICATION
11-26-2015
Class: T, with a minimum of 99 percent passing through No. 8 (2.36-mm) sieve and a
minimum of 75 percent passing through No. 60 (0.25-mm) sieve.
2. Class: O, with a minimum of 95 percent passing through No. 8 (2.36-mm) sieve and a
minimum of 55 percent passing through No. 60 (0.25-mm) sieve.
3. Provide lime in form of dolomitic limestone.
B. Sulfur: Granular, biodegradable, containing a minimum of 90 percent sulfur, with a minimum of
99 percent passing through No. 6 (3.35-mm) sieve and a maximum of 10 percent passing
through No. 40 (0.425-mm) sieve.
C. Iron Sulfate: Granulated ferrous sulfate containing a minimum of 20 percent iron and 10
percent sulfur.
D. Aluminum Sulfate: Commercial grade, unadulterated.
E. Perlite: Horticultural perlite, soil amendment grade.
F. Agricultural Gypsum: Finely ground, containing a minimum of 90 percent calcium sulfate.
G. Sand: Clean, washed, natural or manufactured, free of toxic materials.
H. Diatomaceous Earth: Calcined, diatomaceous earth, 90 percent silica, with approximately 140
percent water absorption capacity by weight.
Zeolites: Mineral clinoptilolite with at least 60 percent water absorption by weight.
2.5 ORGANIC SOIL AMENDMENTS
A. Compost: Well -composted, stable, and weed -free organic matter, pH range of 5.5 to 8;
moisture content 35 to 55 percent by weight; 100 percent passing through 1/2-inch (12.5-mm)
sieve; soluble salt content of 10 decisiemens/m; not exceeding 0.5 percent inert contaminants
and free of substances toxic to plantings; and as follows:
Organic Matter Content: 50 percent of dry weight.
2. Feedstock: Agricultural, food, or industrial residuals; biosolids; yard trimmings; or source -
separated or compostable mixed solid waste.
B. Peat: Sphagnum peat moss, partially decomposed, finely divided or granular texture, with a pH
range of 3.4 to 4.8.
C. Peat: Finely divided or granular texture, with a pH range of 6 to 7.5, containing partially
decomposed moss peat, native peat, or reed -sedge peat and having a water -absorbing capacity
of 1100 to 2000 percent.
D. Wood Derivatives: Decomposed, nitrogen -treated sawdust, ground bark, or wood waste; of
uniform texture, free of chips, stones, sticks, soil, or toxic materials.
In lieu of decomposed wood derivatives, mix partially decomposed wood derivatives with
ammonium nitrate at a minimum rate of 0.15 lb/cu. ft. (2.4 kg/cu. m) of loose sawdust or
ground bark, or with ammonium sulfate at a minimum rate of 0.25 lb/cu. ft. (4 kg/cu. m) of
loose sawdust or ground bark.
LAWNS AND GRASSES
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SEED SPECIFICATION 11-26-2015
E. Manure: Well -rotted, unleached, stable or cattle manure containing not more than 25 percent
by volume of straw, sawdust, or other bedding materials; free of toxic substances, stones,
sticks, soil, weed seed, and material harmful to plant growth.
2.6 PLANTING ACCESSORIES
A. Selective Herbicides: EPA registered and approved, of type recommended by manufacturer for
application.
2.7 FERTILIZER
A. Bonemeal: Commercial, raw or steamed, finely ground; a minimum of 4 percent nitrogen and
10 percent phosphoric acid.
B. Superphosphate: Commercial, phosphate mixture, soluble; a minimum of 20 percent available
phosphoric acid.
C. Commercial Fertilizer: Commercial -grade complete fertilizer of neutral character, consisting of
fast- and slow -release nitrogen, 50 percent derived from natural organic sources of urea
formaldehyde, phosphorous, and potassium in the following composition:
Composition: 1 Ib/1000 sq. ft. (0.45 kg/92.9 sq. m) of actual nitrogen, 4 percent
phosphorous, and 2 percent potassium, by weight.
2. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil
reports from a qualified soil -testing agency.
D. Slow -Release Fertilizer: Granular or pelleted fertilizer consisting of 50 percent water -insoluble
nitrogen, phosphorus, and potassium in the following composition:
Composition: 20 percent nitrogen, 10 percent phosphorous, and 10 percent potassium,
by weight.
2. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil
reports from a qualified soil -testing agency.
2.8 MULCHES
A. Straw Mulch: Provide air-dry, clean, mildew- and seed -free, salt hay or threshed straw of
wheat, rye, oats, or barley.
B. Fiber Mulch: Biodegradable, dyed -wood, cellulose -fiber mulch; nontoxic; free of plant -growth or
germination inhibitors; with a maximum moisture content of 15 percent and a pH range of 4.5 to
6.5.
2.9 EROSION -CONTROL MATERIALS
A. Erosion -Control Blankets: Biodegradable wood excelsior, straw, or coconut -fiber mat enclosed
in a photodegradable plastic mesh. Include manufacturer's recommended steel wire staples, 6
inches (150 mm) long.
LAWNS AND GRASSES 02920 - 6
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SEED SPECIFICATION 11-26-2015
B. Erosion -Control Fiber Mesh: Biodegradable burlap or spun-coir mesh, a minimum of 0.92 lb/sq.
yd. (0.5 kg/sq. m), with 50 to 65 percent open area. Include manufacturer's recommended steel
wire staples, 6 inches (150 mm) long.
C. Erosion -Control Mats: Cellular, non -biodegradable slope -stabilization mats designed to isolate
and contain small areas of soil over steeply sloped surface, of 3-inch (75 mm) nominal mat
thickness. Include manufacturer's recommended anchorage system for slope conditions.
1. Products: Subject to compliance with requirements, available products that may be
incorporated into the Work include, but are not limited to, the follow :
a. Invisible Structures, Inc.; Slopetame 2.
b. Presto Products Company; Geoweb.
C. Tenax Corporation - USA; Tenweb.
2.10 PLANTING SOIL MIX
A. Planting Soil Mix: Topsoil mixed with the following soil amendments and fertilizers in the
following quantities:
1. Ratio of Loose Compost to Topsoil by Volume: 1:4.
2. Ratio of Loose Peat to Topsoil by Volume: 1:4.
3. Ratio of Loose Wood Derivatives to Topsoil by Volume: 1:4.
4. Weight of Lime per 1000 Sq. Ft. (92.9 Sq. m) 500 lbs./acre.
5. Weight of Sulfur, Iron Sulfate,& Aluminum Sulfate per 1000 Sq. Ft. (92.9 Sq. m): 500
lbs./acre.
6. Weight of Agricultural Gypsum per 1000 Sq. Ft. (92.9 Sq. m): 500 lbs./acre.
7. Volume of Sand Plus 10 Percent Diatomaceous Earth per 1000 Sq. Ft. (92.9 Sq. m): 100
lbs./acre.
8. Weight of Bonemeal per 1000 Sq. Ft. (92.9 Sq. m): 500 lbs./acre.
9. Weight of Superphosphate per 1000 Sq. Ft. (92.9 Sq. m): 500 lbs./acre
10. Weight of Commercial Fertilizer per 1000 Sq. Ft. (92.9 Sq. m): 1000 lbs./acre.
11. Weight of Slow -Release Fertilizer per 1000 Sq. Ft. (92.9 Sq. m): 1000 lbs./acre.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine areas to receive lawns and grass for compliance with requirements and other
conditions affecting performance.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
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SEED SPECIFICATION 11-26-2015
3.2 PREPARATION
A. Protect structures, utilities, sidewalks, pavements, and other facilities, trees, shrubs, and
plantings from damage caused by planting operations.
Protect adjacent and adjoining areas from hydroseeding and hydromulching overspray.
2. Protect grade stakes set by others until directed to remove them.
B. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of
soil -bearing water runoff or airborne dust to adjacent properties and walkways.
3.3 LAWN PREPARATION
A. Limit lawn subgrade preparation to areas to be planted.
B. Newly Graded Subgrades: Loosen subgrade to a minimum depth of 4 inches (100 mm).
Remove stones larger than 1 inch (25 mm) in any dimension and sticks, roots, rubbish, and
other extraneous matter and legally dispose of them off Owner's property.
1. Apply superphosphate fertilizer directly to subgrade before loosening.
2. Thoroughly blend planting soil mix off -site before spreading or spread topsoil, apply soil
amendments and fertilizer on surface, and thoroughly blend planting soil mix.
a. Delay mixing fertilizer with planting soil if planting will not proceed within a few
days.
b. Mix lime with dry soil before mixing fertilizer.
3. Spread planting soil mix to a depth of 4 inches (100 mm) but not less than required to
meet finish grades after light rolling and natural settlement. Do not spread if planting soil
or subgrade is frozen, muddy, or excessively wet.
a. Spread approximately 1/2 the thickness of planting soil mix over loosened
subgrade. Mix thoroughly into top 4 inches (100 mm) of subgrade. Spread
remainder of planting soil mix.
b. Reduce elevation of planting soil to allow for soil thickness of sod.
C. Unchanged Subgrades: If lawns are to be planted in areas unaltered or undisturbed by
excavating, grading, or surface -soil stripping operations, prepare surface soil as follows:
1. Remove existing grass, vegetation, and turf. Do not mix into surface soil.
2. Loosen surface soil to a depth of at least 6 inches (150 mm). Apply soil amendments
and fertilizers according to planting soil mix proportions and mix thoroughly into top 4
inches (100 mm) of soil. Till soil to a homogeneous mixture of fine texture.
a. Apply superphosphate fertilizer directly to surface soil before loosening.
3. Remove stones larger than 1 inch (25 mm)inches (38 mm) in any dimension and sticks,
roots, trash, and other extraneous matter.
4. Legally dispose of waste material, including grass, vegetation, and turf, off Owner's
property.
LAWNS AND GRASSES 02920 - 8
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SEED SPECIFICATION
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D. Finish Grading: Grade planting areas to a smooth, uniform surface plane with loose, uniformly
fine texture. Grade to within plus or minus 1/2 inch (13 mm) of finish elevation. Roll and rake,
remove ridges, and fill depressions to meet finish grades. Limit finish grading to areas that can
be planted in the immediate future.
E. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface
to dry before planting. Do not create muddy soil.
F. Before planting, restore areas if eroded or otherwise disturbed after finish grading.
3.4 PREPARATION FOR EROSION -CONTROL MATERIALS
A. Prepare area as specified in "Lawn Preparation" Article.
B. For erosion -control mats, install planting mix in two lifts, with second lift equal to thickness of
erosion -control mats. Install erosion -control mat and fasten as recommended by material
manufacturer.
C. Fill cells of erosion -control mat with planting mix and compact before planting.
D. For erosion -control blanket or mesh, install from top of slope, working downward, and as
recommended by material manufacturer for site conditions. Fasten as recommended by
material manufacturer.
E. Moisten prepared area before planting if surface is dry. Water thoroughly and allow surface to
dry before planting. Do not create muddy soil.
3.5 SEEDING
A. Sow seed with spreader or seeding machine. Do not broadcast or drop seed when wind
velocity exceeds 5 mph (8 km/h). Evenly distribute seed by sowing equal quantities in two
directions at right angles to each other.
Do not use wet seed or seed that is moldy or otherwise damaged.
2. Do not seed against existing trees. Limit extent of seed to outside edge of planting
saucer.
B. Sow seed at a total rate as specified in Part 2.1- D-1.
C. Rake seed lightly into top 1/8 inch (3 mm) of soil, roll lightly, and water with fine spray.
D. Protect seeded areas with slopes exceeding 1:4 with erosion -control blankets installed and
stapled according to manufacturer's written instructions.
E. Protect seeded areas with erosion -control mats where shown, installed and anchored according
to manufacturer's written instructions.
F. Protect seeded areas with slopes not exceeding 1:6 by spreading straw mulch. Spread
uniformly at a minimum rate of 2 tons/acre (42 kg/92.9 sq. m) to form a continuous blanket 1-1/2
inches (38 mm) in loose depth over seeded areas. Spread by hand, blower, or other suitable
equipment.
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SEED SPECIFICATION 11-26-2015
Anchor straw mulch by crimping into soil with suitable mechanical equipment.
2. Bond straw mulch by spraying with asphalt emulsion at a rate of [10 to 13 gal./1000 sq. ft.
(38 to 49 L/92.9 sq. m). Take precautions to prevent damage or staining of structures or
other plantings adjacent to mulched areas. Immediately clean damaged or stained
areas.
G. Protect seeded areas from hot, dry weather or drying winds by applying topsoil within 24 hours
after completing seeding operations. Soak areas, scatter mulch uniformly to a depth of 3/16
inch (4.8 mm), and roll surface smooth.
3.6 SODDING
A. Lay sod within 24 hours of harvesting. Do not lay sod if dormant or if ground is frozen or
muddy.
B. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod; do not stretch
or overlap. Stagger sod strips or pads to offset joints in adjacent courses. Avoid damage to
subgrade or sod during installation. Tamp and roll lightly to ensure contact with subgrade,
eliminate air pockets, and form a smooth surface. Work sifted soil or fine sand into minor
cracks between pieces of sod; remove excess to avoid smothering sod and adjacent grass.
Lay sod across angle of slopes exceeding 1:3.
2. Anchor sod on slopes exceeding 1:6 with wood pegs spaced as recommended by sod
manufacturer but not less than 2 anchors per sod strip to prevent slippage.
C. Saturate sod with fine water spray within two hours of planting. During first week after planting,
water daily or more frequently as necessary to maintain moist soil to a minimum depth of 1-1/2
inches (38 mm) below sod.
3.7 LAWN MAINTENANCE
A. Maintain and establish lawn by watering, fertilizing, weeding, mowing, trimming, replanting, and
other operations. Roll, regrade, and replant bare or eroded areas and remulch to produce a
uniformly smooth lawn. Provide materials and installation the same as those used in the
original installation.
In areas where mulch has been disturbed by wind or maintenance operations, add new
mulch and anchor as required to prevent displacement.
B. Watering: Provide and maintain temporary piping, hoses, and lawn -watering equipment to
convey water from sources and to keep lawn uniformly moist to a depth of 4 inches (100 mm).
Schedule watering to prevent wilting, puddling, erosion, and displacement of seed or
mulch. Lay out temporary watering system to avoid walking over muddy or newly planted
areas.
2. Water lawn with fine spray at a minimum rate of 1 inch (25 mm) per week unless rainfall
precipitation is adequate.
C. Mow lawn as soon as top growth is tall enough to cut. Repeat mowing to maintain specified
height without cutting more than 1/3 of grass height. Remove no more than 1/3 of grass -leaf
growth in initial or subsequent mowings. Do not delay mowing until grass blades bend over and
LAWNS AND GRASSES
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SEED SPECIFICATION
11-26-2015
become matted. Do not mow when grass is wet. Schedule initial and subsequent mowings to
maintain the following grass height:
Mow grass to a height of 1 to 2 inches (25 to 50 mm).
D. Lawn Post -fertilization: Apply fertilizer after initial mowing and when grass is dry.
Use fertilizer that will provide actual nitrogen of at least 1 Ib/1000 sq. ft. (0.45 kg/92.9
sq. m) to lawn area.
3.8 SATISFACTORY LAWNS
A. Lawn installations shall meet the following criteria as determined by Architect:
Satisfactory Seeded Lawn: At end of maintenance period, a healthy, uniform, close
stand of grass has been established, free of weeds and surface irregularities, with
coverage exceeding 90 percent over any 10 sq. ft. (0.92 sq. m) and bare spots not
exceeding 5 by 5 inches (125 by 125 mm).
2. Satisfactory Sodded Lawn: At end of maintenance period, a healthy, well -rooted, even -
colored, viable lawn has been established, free of weeds, open joints, bare areas, and
surface irregularities.
3. Satisfactory Plugged Lawn: At end of maintenance period, the required number of plugs
has been established as well -rooted, viable patches of grass; and areas between plugs
are free of weeds and other undesirable vegetation.
4. Satisfactory Sprigged Lawn: At end of maintenance period, the required number of
sprigs has been established as well -rooted, viable plants; and areas between sprigs are
free of weeds and other undesirable vegetation.
B. Use specified materials to reestablish lawns that do not comply with requirements and continue
maintenance until lawns are satisfactory.
3.9 CLEANUP AND PROTECTION
A. Promptly remove soil and debris, created by lawn work, from paved areas. Clean wheels of
vehicles before leaving site to avoid tracking soil onto roads, walks, or other paved areas.
B. Erect temporary fencing or barricades and warning signs as required to protect newly planted
areas from traffic. Maintain fencing and barricades throughout initial maintenance period and
remove after lawn is established.
C. Remove non -degradable erosion -control measures after grass establishment period.
END OF SECTION
LAWNS AND GRASSES
Page 170
02920 - 11

if
Lash Engineering, Inc.
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikel e,LashEn ing eering corn
Seedbed Preparation & Seeding Rate Specification
The following summarizes the specifications recommended in the attached 02920 document to maximize the
success for the seeding work to be completed.
1. All disturbed areas to be grassed are to be graded +/- 2/10" for positive drainage and into approved
drainage swales and basins.
2. Prior to seeding, all areas to be seeded, shall be scarified 4-6" deep with a rototill or tined machined.
3. Soil PH shall be measured by an approved soil testing method. Soil test results will be shared with
the property owner and the contractor will amend the soil according to the soil test analysis
recommendations.
A PH of between 6 and 7 is recommended for maximum success of Fescue seeding. Fertilizer
with the soil analysis recommendation of the proper formulation of N, P & K shall be applied
and added to the soil prior to final grading to ensure mixing 1-2" into the soil layer.
4. Final grading shall be completed once the lime and phosphate has been added to the soil. Final
grading may be completed utilizing fine grading tractor implements or by dragging a fence across the
soil for a smooth surface.
5. After final grade, seed and fertilizer may be applied. Turf Type tall fescue shall be applied at a rate of
6-7lbs per 1000 sq feet of area. Fertilizer shall be applied as per the recommendation of the soil
analysis testing. All seed shall be tagged certified and at least 98% pure and free of noxious weed
seed.
6. To keep moisture in the soil and promote good seed growth after initial germination, either clean
fresh wheat straw mulch shall be applied at 2 bales per 1000 sq feet or wood fiber hydromulch. If
straw is used, then it shall be coated with Hydromulch to tack the straw to prevent excessive blowing
in windy weather.
7. Water shall be applied to the seed at least every other day for a period of two weeks to maximize
germination.
8. If soil temperatures drop below 58 degrees, mix in 25% annual rye grass into the seeding mixture.
Fescue may need to be overseeded in the spring as the rye dies.
Page 171

ENGINEERING CALCULATIONS
Page 172

Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone:[phone]
mikel@LashEni4ineerin�.com
Lash Engineering, Inc.
ENGINEERING CALCULATIONS
Table of Contents
a. Hydraulic & Pollutant Loading Report
b. Sizing Criteria & Calculations
c. Total & Effective Storage Calculations
d. Friction & Dynamic Head Calculations
e. Anti -Floatation Calculations
f. Demonstration of Maximum Precipitation & Annual Loading Rates
g. Report for Auxiliary Power
h. Influent -Effluent Results Report
i. Residuals Management Report
j. Loading Rate Workbook — Water Balance (from Thompson Report)
k. Per -Rite CalcTool — American Manufacturing
Page 173

10
Lash Engineering, Inc.
HYDRAULIC AND POLLUTANT LOADING
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikel(a_ LashEn gineering. corn
AVERAGE DAILY FLOW (from 15A NCAC 18A 01949 Sewage Flow Rates for Design Units)
3 Bedroom Residential New House
Average Daily Flow = 3-Bedroom House at: 3 x 120 = 360 gpd
INFLUENT STANDARDS:
RESIDENTIAL WASTEWATER (from EPA)
BioChemical Oxygen Demand (BOD5)
Total Suspended Solids (TSS)
Ammonium Nitrogen (NH3-N)
280 mg/I
250 mg/I
80 mg/I
Page 174

10
Lash Engineering, Inc.
SIZING CRITERIA FOR TANKS & OTHER EQUIPMENT
REQUIRED:
AVERAGE DAILY FLOW
3 Bedroom Residential New House
Average Daily Flow = 3-Bedroom House at: 3 x 120 = 360 gpd
PROVIDED:
TREATMENT TRAIN OF EQUIPMENT
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikel(a_ LashEn gineering. corn
SINGULAR GREEN BIO-KINETIC UNIT — this unit is designed to process up to 600 gpd
BIOFILM REACTOR — this unit is designed to to process up to 800 gpd.
AT 1500 UV LIGHT — this unit is designed for a range of 100 gpd to 4,320 gpd
PUMP TANK IS SIZED FOR 5 DAY STORAGE
Storage Provided = 2,110 gallons
Storage Required = 1,800 gallons
Page 175

Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikel(a_LashEngineering. corn
Lash Engineering, Inc.
TOTAL AND EFFECTIVE STORAGE CALCULATIONS
AVERAGE DAILY FLOW
3 Bedroom Residential New House
Average Daily Flow = 3-Bedroom House at: 3 x 120 = 360 gpd
Per Residential Water Balance = 360 gpd x 5 day requirement = 1,800 gallons
STORAGE REQUIREMENT
Pump Tank = 43.95 g/in.
Storage provided from Inlet in Elev (622.90) — Pump Off Elev. (618.90) = 4.0' or 48"
@ 43.95 g/in. x 48" = 2,110 gallons
Storage Provided = 2,110 gallons
Storage Required = 1,800 gallons
Total Days of Peak Storage Provided = 2,110 g / 360 gpd = 5.86 days
Page 176

10
Lash Engineering, Inc.
FRICTION/TOTAL DYNAMIC HEAD CALCS FOR PUMP
System Parameters:
Length of Longest Lateral = 310'
Total Flows through Tubing (Dose & Flushing) = 9.5 gpm
HEADLOSS CALCULATIONS
DESCRIPTION
HEAD (ft.)
Required Safety Factor:
23.1'
Headloss through the Hydraulic Unit
8.0'
Elevation Change (Pump "on" to Highest Grade)
5.5'
Friction in Supply & Return Lines
170' for 1" Lines: 5.1'/100' or 5.1 *170/100) =
8.7'
Headloss through the laterals
37.0'
Minor Losses in System (use 10')
10.0'
Total Headlosses =
92.3'
PROVIDED:
TREATMENT TRAIN OF EQUIPMENT
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone:[phone]
mikel(a_ LashEn gineering. corn
SINGULAR GREEN BIO-KINETIC UNIT — this unit is designed to process up to 600 gpd
BIOFILM REACTOR — this unit is designed to to process up to 800 gpd.
AT 1500 UV LIGHT — this unit is designed for a range of 100 gpd to 4,320 gpd
PUMP TANK IS SIZED FOR 5 DAY STORAGE
Storage Provided = 2,110 gallons
Storage Required = 1,800 gallons
Page 177

L
Lash Engineering, Inc.
ANTI -FLOATATION CALCULATIONS
Using Singular Green Bio-Kinetic Unit and the Bio-Film Reactor
Singular Green Bio-Kinetic Unit
Weight Downward:
Weight of Unit = 955 lbs.
Volume of Unit = 217 cf.
Weight exerted from subsurface Tank
Weight of Unit = 955 lbs.
Use: Soil Weight = 105 lbs/cf. (conservative)
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mike] LLashEnn eering com
Actual Soil is an expansive clay at 110-115 lbs/cf.
Standard Installation = Top of Tank is 18" below grade
Weight of Soil = 18" soil; width of tank= 6.5'; Length of Tank = 10.25'
1.5' x 6.5' x 10.25' x 105 Ibs/cf.(soil)
= 10,493 lbs.
Total downward Force = 955 lbs + 10,493 lbs
= 11,448 Ibs.1
Buoyancy of Tank:
Volume of Tank = 1,300 gallons or 173.8 cf. (per manufacturer)
Unit Weight of Water = 62.4 lbs/cf.
Buoyancy = 62.4 lbs/cf. * 173.8 cf. = 10,845 lbs. T
Summary: Downward Force of 11,448 lbs > 10,845 lbs therefore "OK".
Page 178

BioFilm Reactor Unit
Weight Downward:
Weight of Unit = 587 lbs.
Volume of Unit = 604 gals. or 80.75 cf.
Weight exerted from Subsurface Tank
Weight of Unit = 587 lbs.
Use: Soil Weight = 105 lbs/cf.
Standard Installation = Top of Tank is 18" below grade
Weight of Soil = 18" soil; width of tank= 5.8'; Length of Tank = 4.9'
1.5' x 5.8' x 4.9' x 105 Ibs/cf.(soil)
= 4,476 lbs.
Total downward Force = 587 lbs + 4,476 lbs
= 5,063 Ibs.1
Buoyancy of Tank:
Volume of Tank = 604 gallons or 80.75 cf. (per manufacturer)
Unit Weight of Water = 62.4 lbs/cf.
Buoyancy = 62.4 lbs/cf. * 80.75 cf. = 5,039 lbs. T
Summary: Downward Force of 5,063 lbs > 5,039 lbs therefore "OK".
Page 179

L
Lash Engineering, Inc.
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone:[phone]
mikel(a_ LashEn gineering. corn
DEMONSTRATION OF MAXIMUM PRECIPITATION & ANNUAL LOADING RATES
From SFR Water Balance - Soils & Water Balance Worksheet
Required Peak Flow for 3-Bedroom House = 360 gpd. (Peak Flow)
Loading Rate = 18.12 in/yr. => Recommended Allowable Annual Irrigation
Disposal Area
Required Area = Using the 13.58 in/yr. Loading Rate => an area of 11,634 sf is required.
360 q x 365 days x 12 in. x 1 cf. x vr. => 11,634 sf.
d yr. ft. 7.48 gal. 18.12 in.
Provided Area = Area provided (from CAD) is 13,135 sf for tubing > 11,634 sf. required, therefore OK.
Length of Drip Tubing
Required Tubing for 11,634 sf.
Using 50" spacing between runs => 11,634 sf / 50'712" = 2,793 ft.
Provided Tubing => 3 Zones with 3 to 5 Laterals per Zone =>
Zone #1: 881'
Zone #2: 992'
Zone #3: 930'
Total Tubing = 2,803 ft. > 2,793' therefore OK.
Therefore, per the Water Balance the Maximum Precipitation and Annual Loading Rates were not
exceeded.
Page 180

Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone:[phone]
mike1Ca_LashEngineerin
Lash Engineering, Inc.
AUXILIARY POWER REPORT
1. Wastewater Facility is for a new three -bedroom house.
2. Facility has 5 days of Storage which would suffice for all but the most extreme and rare power
shortages.
3. Facility water supply is through a public water system.
4. House does not have water stored for emergencies.
5. House does not have an elevated water storage tank.
6. The storage of wastewater is inside a closed precast concrete pump tank with a sealed lid. The
tank is located away from the house. The wastewater that will be stored in the pump tank has
been treated and is essentially odorless. The amount of untreated wastewater in the PreTreat
unit would be minimal. Therefore, prolonged detention of the wastewater can be tolerated.
Therefore, Wastewater Facility and Disposal is OK from an outage of power.
Page 181

==1
nj
Lash Engineering, Inc.
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone:[phone]
mikel(c)LashEn ing eering corn
Estimated Influent Concentrations and Expected estimates of Effluent Treated Concentrations.
I. Engineering Calculations: "Hydraulic and Pollutant loading calculations for each treatment
unit demonstrating how the designed effluent concentrations in Application Item V.1
were determined".
We are proposing to use a Norweco unit (specifically the Singular Green Bio-Kinetic Unit with the
Bio-Film Reactor and an UV Light). This package has a "Controlled Demonstration Approval" from
NC.DENR. In the process of being certified by the State, the system as we have proposed went
through testing. Some of the results of that testing have been included with this submittal. In
summary from the output of the testing of the Singular 960-500 and the HK Bio-Film Reactor (500
gpd) with BOD of 300 or higher, some of the results of the effluent results are as follows:
Influent
Effluent
Influent
Effluent
Effluent
3/10/14
BOD5
354
2
TSS
228
1.3
DO
0.8
3/11/14
BOD5
387
2
TSS
251
1.8
DO
0.7
3/25/14
BOD5
316
3
TSS
204
1.1
DO
1.0
3/27/14
BOD5
302
2
TSS
223
1.1
DO
1.0
3/31/14
BOD5
314
2
TSS
214
1.3
DO
0.9
Per the email from Paul Cannon of Norweco, he states that BOD of 4 and TSS of 9 might be
expected. In all cases, the results were far less than the requirements of TS I: BOD being <30 mg/l
and TSS being <30 mg/l.
Please call if there are any questions or if we can be of any assistance.
Sincerely;
Michael Lash, PE.
Page 182

10
Lash Engineering, Inc.
Residuals Management Plan
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone:[phone]
mikel(a_ LashEn gineering. corn
Effluent from a 3-Bedroom House store is residential in nature. Concentrations and strengths of the
effluent are consistent with very small variations. Peak Flow @ 360 gpd and Average Flows @ 216 gpd.
The equipment used for the Treatment process is designed for residential effluent and with larger flows
(up to 600 gpd). Therefore, the amount of residuals available from the treatment process will be very
small. It will not be enough to filter, screen or to collect. Most of the residuals will be processed back into
the septic chamber for retreatment. The resultant effluent of the treatment system is a relatively clear and
odorless liquid. The wastewater flow from the house will be piped directly into the treatment system so
that trash, sediment and grit have little opportunity to be introduced into the system.
Part of the Maintenance process is for the Operator of the system to make periodic inspections of the
system, which includes evaluating the residual buildup within the tanks. The equipment has been
designed for easy maintenance access. These inspections are required bi-annually. The Operator can
determine at that time if the system needs to be pumped or cleaned. Typical cleaning is approximately
every 3 years. With the expected small flows of this system, it will probably be longer.
Because the system is designed for very little residual buildup, a residuals Management Plan is not
necessary other than the required routine maintenance and observation of the septic portion of the
system. A preplanned storage and disposal plan of the residuals is not necessary. The house does not
incorporate a process that would require an Oil/Grease collection/disposal system.
Page 183

Project Name: 461 Union Road
Facility Address: 461 Union Road
Matthews, NC 28104
County: Union
Prepared by: Larry Thompson, LSS
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
Page 184

Project Name: 461 Union Road
Location of Temperature Data:
Starting Year of Data Record:
Ending Year of Data Record:
Period of Record (years):
Source of Data:
Site Latitude (degrees)
Salisbury, NC (SALI)
1985
2018
33
NC Cronos
35.15
Calculated PET: 31.78 inches
Mean Monthly
Temperature
(degrees F)
Daylight
Hours 112
Heat Index
Calculated
PET
(inches)
January
38.4
0.87
0.60
0.20
February
42.3
0.85
1.23
0.41
March
49.8
1.03
2.80
1.17
April
59.0
1.09
5.27
2.37
May
67.2
1.21
7.87
3.99
June
74.6
1.21
10.51
5.38
July
76.7
1.23
11.32
5.90
August
75.7
1.16
10.92
5.36
September
69.1
1.03
8.53
3.69
October
58.7
0.97
5.18
2.07
November
49.0
0.86
2.61
0.90
December
41.4
0.85
1.07
0.35
Total =
67.89
31.78
SFR-LRW 9-08
Page 185

Project Name: 461 Union Road
Location of Precipitation Data: Salisbury, NC (SALI)
Starting Year of Data Record: 1985
Ending Year of Data Record: 2018
Period of Record (years): 33
Source of Data: NC Cronos
80th Percentile Annual Precipitation: 58.49
June
July
August
September
October
November
December
Total =
Mean Monthly
Precipitation
% of Mean
Annual
Precipitation
Percentile
Monthly
Precipitation
3.10
7.57
4.43
2.86
7.00
4.10
3.43
8.39
4.91
4.00
9.77
5.72
3.37
8.25
4.82
4.06
9.94
5.81
3.57
8.73
5.11
3.56
8.70
5.09
3.34
8.16
4.78
2.82
6.90
4.03
3.35
8.18
4.79
3.44
8.40
4.92
40.90
100.00
58.49
SFR-LRW 9-08
Page 186

Project Name: 461 Union Road
Design Flow = 360 gal/day
SFR Loading Rate Group: C
Limiting Soil Ksar = 0.010 inch/hour
Drainage Coefficient = 0.500
Annual Hydraulic
Loading Rate =
Irrigation Area =
18.12 inchlyr
11,631 square ft
0.26701 acres
Drainage Rate = 0.115548 inch/day (Formula: Ksat ' 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
0.20
3.58
4.43
0.00
0
0
February
28
0.41
3.24
4.10
0.00
0
0
March
31
1.17
3.58
4.91
0.00
0
0
April
30
2.37
3.47
5.72
0.12
29
869
May
31
3.99
3.58
4.82
2.75
642
19,907
June
30
5.38
3.47
5.81
3.03
732
21,969
July
31
5.90
3.58
5.11
4.38
1,024
31,736
August
31
5.36
3.58
5.09
3.85
901
27,946
September
30
3.69
3.47
4.78
2.38
574
17,233
October
31
2.07
3.58
4.03
1.62
379
11,740
November
30
0.90
3.47
4.79
0.00
0
0
December
31
0.35
3.58
4.92
0.00
0
0
TOTAL = 365 31.78 42.18 58.49
Formulas: (Max. Allowable Irrigation) = (PET) + (Drainage) - (Precipitation)
SFR Loading Rate Table
SFR
Maximum Annual
Geometric Mean
Loading
Loading Rate
Ksat 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.
18.12 4281.80 131,400
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
262,800 gal/yr
Maximum allowable
irrigation: 131,400 gallyr
The Maximum Allowable Irrigation number must be
greater than or equal to the required flow.
SFR-LRW 9-08
Page 187

DESIGN SUBMITTAL
Perc-Rite ° CalcTool version 3.0
American Manufacturing Company, Inc.
1-800-345-3132 www.americanonsite.com
JOB NAME: DATE:
Surface Drip Wastewater Facility for Boikova Residenc 2/10/20179
Nikolay Boikova
SITE ADDRESS:
Union Road
Iredell County
SITE DIRECTIONS:
1]*1Eel kgI=1C;
Lash Engineering, Inc.
1104 Cindy Carr Drive
Matthews, NC 28105
SIGNATURE:
SELECT ONE
Site Plan Attached: yes
Zone Detail Attached: yes
Model Number Specs: yes
SYSTEM INFORMATION: (Automatically Computed based on Worksheet)
Effluent Quality : Aerobic: TS-11 Total LF Tubing Provided : 2790
Zone Detail : Z 3 3 2 GPD : 360
ELECTRICAL REQUIREMENTS:
Pump : 1/2 HP, 115V, 1 PHASE
Control : 15 AMP, 115V, 1 PHASE
Other
SYSTEM MODEL NUMBER: You may use either drop -down list. SELECT ONLY ONE.
Aerobic OR Anaerobic: JASID154-S124: 4 Zone Drip w/ Simplex 2 Filter, 4 Zone Control Panel
Aerobic Only: None
OPTIONS
1. DH-INSKIT225: Insulation & Heater Kit for Large Enclosure (208W) no
2. BIOLINE500: Drip Tubing per 500 ft Roll 0
3. BIOLINE1000: Drip Tubing per 1000 ft Roll 2
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 154-S 124
Copyright ©, American Manufacturing Company, Inc., 2012 Back to top of page
Page 188

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?
IGPD.
Select One
Design quantity of wastewater to disperse. This row equals the total number of
3
360
Remember to multiply # Bedrooms by 120.
GPD
4
155
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
200
Supply LF
Length of supply line between hydraulic unit and farthest zone.
6
5
Lift Ft.
Vertical lift from off level in the pump chamber and highest zone elevation.
Tab over from
Area loading rate required to treat and disperse wastewater. This line is to be
Area
input from Loading Rate Chart.
7
0.0309
(gpd/ft2)
Soil Group IV.
per code
in Loading Rate
(See Loading Rate Chart)
Chart
8
Area Calculation
Total land area needed to disperse wastewater.
9
Total LF Tubing
Required total linear feet of tubing to treat and disperse wastewater.
Calculated Runs
Determines number of runs (Total LF / Contour RL). Rounds up to the next
10
whole number. Found on Zone Detail Table.
Min. #Runs
®®EN
Z L R
On Zone Detail
ASD 15: Z332
Table, cross the
next highest Run
Use the ASD 15 Zone Detail Table.
Length (ft) from
Zone
Select zone detail from column with next higher Contour
11
Detail
Input the appropriate
155
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
left.
38
to the chart. It will then appear in the second column to the
runs
left on this worksheet.
11
Actual # Runs
Determined from selected Zone Detail.
12
50
Proposed Spacing (inches)
Based on available area and site condition.
13
Down Slop Width (ft)
Calculated from runs and run spacing.
14
Area Calculated (ft)
Calculated from runs, run spacing, and contour run length.
On Lift & Distance
ASD 15: 58
Table,
cross the
Use the ASD 15 Lift & Distance Table.
12
58
Max. Lift
Supply/Return
Allowed
Select which Lift &
200
the for
You may input your Lift in the indicated cell next to the
Distance table you
with column
3
chart. It will then appear in the second column to the left on
used in the box to the
this worksheet.
left.
laterals
13
Provided
Total linear feet of tubing Provided to disperse wastewater.
14
[Residual
/Zone
Total linear feet per zone.
ll zone flush?
Reference Lift & Distance Table for pump capacity determined by the length of run
15
o t�ae faertPot field and the number of laterals. For 1" supply and return only.
I
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 page
16
Peak Gallons per day
Maximum or design gallons per day.
17
Average Gallons per day
Average gallons per day. (calculated as 60% of Peak)
18
Dosing Flow (gpm)
Based on .61 gph per emitter.
19
Flushing Flow (gpm)
Flow to generate 2 fps at the distal end of each lateral.
20
Gallons per dose
The zone dose volume is 5 times the volume of the pipe.
21
Peak Design Doses per day
The total number of zone doses. Individual zone doses is this number divided by
the number of zones.
22
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
(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
(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
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
Calculated Peak Rest Time
(60 min. rest = 24 doses per day)
Zone
doses/
day (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
Calculated Standard doses
(450 gal. per day / 50 gal per dose = 9 doses per day) for a 2, 3, or 4 zone
per day
system.
Zone
doses/
day (Recommended)
This is the total number of doses per day independent of the number of zones.
The rest time is independent of run time.
28
Calculated Peak doses per
(450 gal. per day / 50 gal per dose = 9 doses per day) for a 2, 3, or 4 zone
day
system.
Copyright ©, American Manufacturing Company, Inc., 2012 Back to top of page
Page 190

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/ft'
Aerobic
Soil Group
(USDA Classification)
(USDA Classification)
Anaerobic
NSF-40
TS-1
TS-II
Sands (with S or PS
Sandy
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
11.
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
Ill.
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
11.
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
rO.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
`Type AREA REQUIRED in the
outlined cell below. This number gets
returned directly to line 7 on the
Design Worksheet.
0.0309 Back to Design
Worksheet
Page 191

ASD 15 PERC-RITE" ZONE DETAIL TABLE - AEROBIC OR ANAEROBIC
15 GPM AUTOMATIC DRIP SYSTEMS: 24" EMITTER SPACING
RUN LGTH
51)
75
100
125
150
200
225
250
300
#RUN
ZD
11
ZD
LF
ZD
LF
ZD
LF
ZD
LF
ZD
LF
ZD
LF
ZD LF
ZD
LF
2
7121
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
900
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
Z254
2000
2000
Z452
3000
Z452
4000
41
42
Z372
2100
43
44
45
Z335
225
Z353
3375
46
47
48
Z246
2400
Z344
3600
Z443
4800
Z344 2400
1 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
*Type Zone Detail # in
outlined cell below.
Z332
Back to Design
Worksheet
Page 192

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
551
54
4
150
73
61
46
43
471
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
101
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
491
18
17
800
47
14
18
850
45
11
19
900
43
7
20
950
41
4
21
10001
39
*Type amount of Lift in
the outline cell below.
This number gets
returned to a column on
line 12 on the Design
Worksheet. You still
have to manually input
this number on the
Worksheet.
58
Back to Design
Worksheet
Page 193

AMERICAN MANUFACTURING COMPANY, INC.
DRIP HEAD LOSS CHARTS
DRIPPER LINE
HEAD LOSS CHART
FIELD FLUSHING
LENGTH
LINEAR
FEET
HEAD
LOSS
PSI.
HEAD
LOSS
FT.
50
7
16
60
7
16
70
7
16
80
7
16
90
7
16
100
7
16
110
7
16
120
7
16
130
7
16
140
7
16
150
7
16
160
7
16
170
7
16
180
7
16
190
7
17
200
8
18
210
9
20
220
9
21
230
10
23
240
11
24
250
11
26
260
12
28
270
13
29
280
14
31
290
14
33
300
15
35
310
16
37
320
17
39
330
18
41
340
19
44
350
20
46
360
21
48
370
22
51
380
23
53
390
24
56
400
25
59
FILTRATION UNIT
HEAD LOSS CHART
FLOW vs. HEAD LOSS
FLOW
IN
GPM
TOTAL
LOSS
IN TDH
25 gpm
UNIT
TOTAL
LOSS
IN TDH
15 gpm
UNIT
5
2
4
6
2
4
7
3
5
8
4
6
9
5
7
10
6
8
11
7
9
12
7
11
13
8
12
14
9
13
15
10
16
16
12
19
17
14
22
18
16
24
19
18
27
20
20
28
21
21
22
22
23
23
24
24
25
25
FILTRATION UNIT LOSSES:
The pressure loss for all the valves, filters, fittings, flow meter,
etc. for the pre assembled filter unit have been calculated and are
found in Filtration Head loss Chart (Filter Unit Losses). The 2
filter 15 gpm max design (3/4" filters) and the 3 filter 25 gpm
max design (3/4" filters) filter head loss values are included. In
order to find the head loss through the filter unit, use the total
flow rate calculated (dosing plus field flush) for the absorption
field in the first column and record the head loss for the filter unit
used in the system.
DRIPPER LINE LATERALS:
Pressure/friction losses for the dripper line laterals and loops must be considered in the overall pressure loss
calculation. This pressure loss is calculated using the longest single lateral in the zone. The calculation is made
simple by the use of Dripper Line head loss Chart. The pressure loss for maintaining the minimum required 1_6
anm through the dripper line lateral during flushing has already been calculated and put in the chart for varied
lengths of dripper line.
Determine the length of the longest dripper line lateral in your system design and refer to the Dripper Line head
loss Chart. Find the corresponding pressure loss. For example, an absorption field requiring 1,200 feet of
dripper line may have four lateral lines. The longest lateral is 300 feet. The chart shows the pressure
requirement corresponding to a 300-foot lateral length is 15.2 psi or 35.1 feet.
Please Note: If your system design can not be modified to meet layout requirements discussed in
this section to match the performance capabilities of the pump shown on the Chart, call American
Manufacturing Company, Inc. at 1-800-345-3132 for pump specification and design.
© American Manufacturing Company, Inc., 2006

American Manufacturing Company, Inc.
1#? P.O. Box 549, Manassas, VA 20108-0549
1-800-345-3132 www.americanonsite.com
FRICTION HEAD LOSS TABLE
Gal/ 1/2" 1/2" M" 3/4" 1" 1" 1-1/4" 1-1/4" 1-1/2" 1-1/2" 2" 2" 3" 2-1/2" 2-1/2" 4"
min vel hLoss vel hLoss vel 4 hLoss vel hLoss vel hLoss vel hLoss vel 91 hLoss hLoss . hLoss
2
2.11 3.24 jr "I.LU
U.61
r
4
4.22 11.68
2.41
3.15
1.49
1.03
0.86
0.29
6
6.34 24.75
3.61
6.68
2.23
2.17
1.29
0.61
0.95
0.30
8
8.451 42.1719.03
4.81
11.39
2.97
3.70
1.72
1.03
1.26
0.50
0.7
0.16
10
10.56 63.756.02
17.22
3.71
5.60
2.15
1.56
1.58
0.76
0.96
0.240.8
12
12.67 89.357.22
24.13
4.46
7.84
2.57
2.19 1.89
1.07
1.15
0.33
0.15
15
36.48
5.57
11.86
3.22
3.3102.36
1.61
1.43
0.501.01
0.22
18
10.83
51.13
6.68
16.62
3.86
4.64
2.84
2.26
1.72
0.7111.21
0.31
0.78
0.11
20
12.03
62.15
7.43
20.20
4.29
5.64
3.15
2.75
1.91
0.86
1.34
0.38
0.87
0.14
25
9.28
30.54
5.36
8.52
3.94
4.16
2.39
1.30
1.68
0.57
1.09
0.21
30
11.14
42.80F
6.44
11.94
4.73
5.83
2.87
1.82
2.01
0.80
1.30
0.29
0.76
0.08
35
12.99
56.95
7.51
15.89
5.52
7.75
3.35
2.4202.35
1.06
1.52
0.39
0.88
0.11
40
14.85
72.92
8.58
20.34
6.30
9.93
3.82
3.10K2.68
1.36
1.74
0.49
1.01
0.14
45
9.65
25.30
7.09
12.35
4.30
3.86
3.02
1.69
1.95
0.61
1.13
0.17
50
10.73
30.76
7.88
15.01
4.78
4.69
3.35
2.05
2.17
0.75
1.26
0.21
55
11.80
36.39
8.67
17.90
5.26
5.60
3.69�
2.45
2.39
0.89
1.39
0.25
60
12.87
43.11
9.46
21.03
5.74
6.57
4.02
2.87
2.60
1.05
1.51
0.30
65
10.24
24.40
6.22
7.62
4.36
3.33
2.82
1.21
1.64
0.34
70
11.03
27.98
6.69
8.75
4.69l
3.82
3.04
1.39
1.76
0.39
75
11.82
31.80
7.17
9.94
5.03
4.35
3.26
1.58
1.89
0.45
80
12.61
35.84
7.65
11.20
5.36
4.90
3.47
1.78
2.0)
0.50
85
8.131
12.53
5.70
5.48
3.69
1.99
2.14
0.56
90
8.61
13.93
6.03
6.09
3.91
2.22
2.27
0.63
95
9.08
15.40
6.3
6.73
4.12
2.45
2A
0.69
100
9.56
16.93
6.7
7.40
4.34
2.69
2.52
0.76
110
10.52
20.20
7.3
8.83
4.77
3.21
2.77
0.91
120
11.47
23.73
8.0
10.38
5.21
3.77
3.02
1.07
130
12.43
27.52
8.71
12.03
5.64
4.38
3.28
1.24
140
9.3
13.80
6.08
5.02
3.5
1.42
150
10.05
15.69
6.51
5.71
3.7
1.61
160
10.72
17.68
6.94
6.43
4.03
1.82
170
11.39
19.78
7.38
7.20
4.28
2.03
180
12.06
21.99
7.81
8.00
4.54
2.26
190
12.73
24.30
8.25
8.84
4.79
2.50
200
8.68
9.72
5.04
2.74
210
9.11
10.64
5.29
3.00
220
9.55
11.60
5.54
3.27
230
9.98
12.59
5.80
3.55
240
10.42
13.63
6.05
3.85
250
10.85
14.70
6.30
4.15
260
11.28
15.80
6.55
4.46
270
11.72
16.95
6.81
4.78
280
12.15
18.13
7.06
5.12
290
12.59
19.35
7.31
5.46
300
7.56
5.81
PF 8.19f
8.82
9.45
10.08
10.71
*Data shown is calculated from Williams and Hazen formula; f = 0.2083(100/C)'.85(q,.85)/(d4.8655)
f = friction loss per 100 ft, c = surface roughness constant = 150, d = inside diameter, q = flow in gal. per min.
6.74
7.74
8.79
9.91
11.08
©American Manufacturing Company, Inc., 2006 Page 195

SITE MAPS & SURVEY
Page 196

Lash Engineering, Inc.
SITE MAPS & SURVEY
Table of Contents
a. GIS Vicinity Site Map of Area
b. Survey of Property
c. USGS — Site Located
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone:[phone]
mikel@LashEni4ineerin�.com
Page 197

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Lash Engineering, Inc.
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone:[phone]
mikelkLashEn ing eering com
OPERATION & MAINTENANCE
Page 201

Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone:[phone]
mikelkLashEn gineering. corn
Lash Engineering, Inc.
Boikova Residence
Surface Drip Wastewater System
Submittal
Table of Contents
Operation & Maintenance
Table of Contents
1. Owner Wastewater Operation & Maintenance Manual
2. Operator Wastewater Checklist
3. Norweco Owner's Manual
4. Norweco Tank Pumping Instructions
5. American Owner's Manual
6. American Operation & Maintenance
Page 202

WASTEWATER FACILITY
Maintenance Plan and Schedule
for Owner
LA5H
ENGINEERING
Wastewater Facility Maintenance Plan
Common Maintenance Issues
Wastewater Disposal Facilities require plant, soil, and sometimes mulch maintenance to
ensure optimal infiltration, storage, and pollutant removal capabilities. Disposal System
maintenance requirements are typical landscape care procedures and include:
1. Watering: Watering should not be required after establishment (about 2 to 3 years).
However, watering may be required during prolonged dry periods after plants are
established.
2. Erosion Control: Inspect tubing areas for leaks, ponding, or surface overflow areas
periodically. Replace soil, plant material, and/or mulch in areas where erosion has
occurred. Erosion problems should only occur during extreme weather events. If sediment
is deposited in the Disposal area, immediately determine the source, remove excess
deposits, and correct the problem.
3. Plant Material: Occasional pruning and/or removal of dead plant material may be
necessary. Replace any dead plants or dead areas immediately upon discovery. If specific
plants consistently have a high mortality rate, alternate similar approved species may be
used. Periodic weeding is necessary until groundcover plants are established. Weeding
should become less frequent as the design density is accomplished. Plants (grass) should be
mowed at an 6" height as drip tubing is exposed on the surface.
4. Nutrients and Pesticides: The soil media and plant material has been selected for
optimum fertility, plant establishment, and growth within the particular conditions of each
Disposal Facility. Nutrient and pesticide inputs should NOT be required and will degrade
the pollutant processing capability, as well as contribute to additional pollutant loading to
receiving soils or waters. By design, Disposal facilities are typically specified in areas where
phosphorous and nitrogen levels are often elevated. Therefore, these should not be limiting
nutrients with regard to plant health. If in question, have the soil analyzed for fertility.
S. Mulch: Replace mulch annually in Disposal facilities where required and where heavy
metal deposition is likely (e.g., drainage areas that include commercial/industrial uses,
parking lots, or roads). In residential or other settings where metal deposition is not a
concern, replace or add mulch as needed to maintain a 2 to 4 inch depth at least once every
two years.
6. Soil media: Soil mixes for Disposal facilities are designed to maintain long-term fertility
and pollutant processing capability. Estimates from metal attenuation research indicate that
metal accumulation should not present a toxicity concern for at least 20 years (USEPA
2000). Further, replacing mulch where heavy metal deposition likely occurs provides an
additional factor of safety for prolonged Disposal performance. If in question, have soil
analyzed for fertility and pollutant levels. When the filtering capacity diminishes
substantially (e.g., when water ponds on the surface for more than 12 hours), remedial
Page 1 of 4
Page 203

actions must be taken. One common problem occurs when the drip tubing becomes
clogged. Flushing through the drip tubing is an everyday occurrence and is built into
the automatic process of the system. There are 2 filters that are automatically cleaned by
the system so clogging should not occur. If the water continues to pond for more than
12 hours, then remove the top few inches of material and inspect the tubing and area for
damage. If excessive ponding still occurs, more extensive investigation is required.
6. Fencing: The fence is to protect the Wastewater Facility against outside intrusion. It
should be capable of being locked. Public access should never be allowed so the locking
mechanism should be kept operable. Should the fence become damaged, it is the
Owners responsibility to have it fixed or repaired in a timely manner. Once the fence
has been repaired and the disposal area secured, the site should be investigated to insure
that the area is complete. For most settings, the fence should be capable of restricting
access from rabbits, dogs, opossum, etc. that could cause burrowing and digging issues.
Examples of When to Perform Maintenance
• Fill disposal area shows signs of erosion or excess sediment deposition.
• Anywhere that ponding has occurred.
• Surface of ground anywhere around the facility is damp on a dry day.
• Plants are in need of water or need to be replaced.
Important inspection and maintenance procedures:
- Immediately after the Disposal Area is established, the plants will be watered twice
weekly if needed until the plants become established (commonly six weeks).
- Snow, mulch or any other material should NEVER be piled on the surface of the
Disposal Area.
- Heavy equipment should NEVER be driven over the Disposal.
- Special care should be taken to prevent sediment from entering the Disposal Area.
After the Disposal Area is established, inspection is required once a month and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of inspection and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be
repaired immediately.
Inspection and Maintenance Provisions for Wastewater Facility
Area of Inspection:
Potentialproblems:
How to remediate theproblem:
The entire Wastewater Facility
Trash/debris is present.
Remove the trash/debris.
Areas of bare soil and/or erosive
Re -grade the soil if necessary to
ditches have formed.
remove the ditch, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Ponding has occurred.
Uncover the tubing. Inspect for
damage. Call the Operator if
Lash Engineering, Inc. Page 2 of 4
Page 204

Area of Inspection:
Potentialproblems:
How to remediate theproblem:
repair re uired.
Ponding has occurred.
Check for ground subsidence.
Call O erator if repair required.
Erosion is occurring.
Re -grade the swale if necessary
and provide erosion control
devices such as reinforced turf
matting or rip/rap to avoid future
roblems with erosion.
All diversion ditches should be
free flowing, vegetated, mowed
and maintained.
The Pretreatment Area
Flow is near pretreatment area
Re -grade if necessary to route
and/or gullies have formed.
all flow away from the
pretreatment area. Re -stabilize
the area after grading.
Sediment has accumulated to a
Re -grade if necessary to route
depth greater than three inches.
all flow away from the
pretreatment area. Re -stabilize
the area after grading.
Erosion has occurred.
Provide additional erosion
protection such as reinforced
turf matting or riprap if needed
to prevent future erosion
problems.
Weeds are present.
Remove the weeds.
The Disposal Mound Plants
Best professional practices
Prune according to best
show that pruning is needed to
professional practices.
maintain optimal plant health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology,
disease, etc. Remedy the
problem and replace plants.
Provide a one-time fertilizer
application to establish the
ground cover if a soil test
indicates it is necessary.
Grass/Weeds are higher than 8"
Grass should be mowed to a
tall.
min. height of 6". Care should
be taken not to disturb drip
tubing (it's staked to the
round
Tree stakes/wires are present
Remove tree stake/wires
six months after planting.
(which can kill the tree if not
removed .
The Disposal Mound: soils
Mulch is breaking down or has
Spot mulch if there are only
and mulch
floated away.
random void areas. Replace
whole mulch layer if necessary.
Remove the remaining mulch
and replace with triple
shredded hard wood mulch at a
maximum depth of three
inches.
Soils and/or mulch are clogged
Determine the extent of the
Lash Engineering, Inc. Page 3 of 4
Page 205

Area of Inspection:
Potentialproblems:
How to remediate theproblem:
with sediment.
clogging - remove and replace
either just the top layers or the
entire media as needed.
Dispose of the spoil in an
appropriate off -site location.
Use triple shredded hard wood
mulch at a maximum depth of
three inches. Search for the
source of the sediment and
re med the problem if possible.
An annual soil test shows that
Dolomitic lime shall be applied
pH has dropped or heavy
as recommended per the soil
metals have accumulated in the
test and toxic soils shall be
soil media.
removed, disposed of properly
and replaced with new planting
media.
Lash Engineering, Inc. Page 4 of 4
Page 206

OPERATOR CHECK -LIST
INSPECTION OF ENGINEERED WASTEWATER SYSTEMS
Operator Company Name of Establishment
Permit/Project No.
461 Union Rd. Residential
360 qpd
Location Type of Establishment
Design Flow
Boikova
Owner/Agent Address
Phone
Operator's Name Address
Phone
Date, Purpose of Inspection & Remarks
Yes No
REMARKS
1. ESTABLISHMENT:
Type, size, and sewage flow in accordance with permit?
2. COLLECTION SYSTEM:
No evidence of leaks into or out from sewer lines/manholes?
Free of blockages/solids buildup in lines or manholes?
Manholes/ Clean -outs: visible, maintained, & at grade?
3. OVERALL GENERAL CONDITION:
Structurally sound, protected from corrosion, watertight?
Floats/pipes/valves/disconnects in good working condition?
Fenced, protected from unauthorized access?
Grounds maintained in a safe, sanitary condition?
Control panel enclosures/components in good condition?
Standby power system operating properly, automatically?
Monitoring data collected, reports submitted as required
Facility meeting flow and quality limits?
4. TANKAGE (Grease Traps/Lift Stations/Septic/Dosing Tanks):
Tank risers accessible and surface water diverted _
Tanks and access manholes structurally sound, watertight?
Sanitary tee(s) in good working condition
Tanks pumped, cleaned out as needed?
5. RAW SEWAGE LIFT STATION (if present):
Required pumps present, operating, and cycling properly?
High-water alarm present and operating properly?
Floats/pipe/valves/disconnects in good working condition?
Control panel enclosure/components in good condition?
6. EFFLUENT DOSING SYSTEM:
Effluent appears clear, free of excess solids?
PUMP SYSTEMS:
Required pumps present, operating, and cycling properly?
High-water alarm present and operating properly?
Floats/pipe/valves/disconnects in good working condition?
Control panel enclosure/components in good condition?
Elapsed time readings:
Page 207

Yes No REMARKS
7. HEADWORKS:
Interior clean, free of debris, adjusted to grade?
Valves operational, Filters functional, Flow Meter
Working, Pressure Gauges functional?
Timed doses at required time.
Control Panel operating Zones properly.
8. UV SYSTEM:
Working if required, operated and maintained properly?
UV Light working properly?
9. FLOW MONITORING DEVICE:
Present and in good working condition - if required?
10. EFFLUENT DOSING TANK:
Effluent appears clear, free of suspended solids?
Required pumps present, operating and cycling properly?
High-water alarm present and operating properly?
Elapsed time readings:
11. GROUND ABSORPTION FIELDS:
No evidence of effluent surfacing/reaching surface waters
Minimal ponding in subsurface trenches
Surface water being effectively diverted away?
Dive rsions/ditches/swales/tile drains properly maintained?
Line cover/vegetation adequate/maintained as needed?
Protected from traffic (Fence), destructive uses?
Distribution devices in good condition, working properly?
Repair area properly reserved, maintained?
Pressures of Zones in line with expectations.
12. LOW-PRESSURE PIPE DRAIN FIELDS:
Turn ups/cleanouts/vaIves intact and accessible?
No effluent standing in lower laterals?
Laterals free of excess solids, cleaned out as needed?
Pressure head is properly adjusted?
OVERALL CONDITION AND OPERATION OF SYSTEM:
SUMMARY OF IMPROVEMENTS NEEDED:
Improvements Repair Within (Days)
DATE: SIGNED: AGENT
Page 208

no. wecoo
SINGULAIR GREEN° BIO-KINETIC® WASTEWATER TREATMENT SYSTEM
MODELS 960 AND TNT° WITH SERVICE PRO° CONTROL CENTER
OWNER'S MANUAL
INTRODUCTION
The Singulair Green unit is the finest system available
and utilizes the most up-to-date wastewater treatment
technology. It is a sound investment that protects you
and the environment. Please take the time to familiarize
yourself with the contents of this manual.
HOW THE SINGULAIR GREEN® SYSTEM WORKS
Developed to serve homes and small businesses beyond the
reach of city sewers, the Singulair Green system employs the
extended aeration process. Similar to the treatment method
used by most municipal
wastewater treatment
facilities, this process
involves a natural,
biological breakdown
of the organic matter in
wastewater.
Wastewater enters the
pretreatment chamber
where anaerobic
bacterial action
combines with the
effects of gravity to
precondition the waste
before it flows into the
aeration chamber. Once
in the aeration chamber,
aerobic bacteria utilize
the organic matter in
the wastewater to
biologically convert
the waste into stable
substances. Following aeration, flow is transferred to the
clarification chamber where the effects of gravity settle out
biologically active material. The Bio-Static sludge return,
located in the clarification chamber, creates hydraulic
currents that gently transfer settled particles back to
the aeration chamber. As clarified liquids pass through
the Bio-Kinetic system, they are filtered, settled and
flow equalized. As a result, complete pretreatment,
aeration, clarification and final filtration are assured. The
Singulair Green system reliably protects you, your property
and the environment.
FEATURES AND ADVANTAGES
Singulair Green tanks are constructed of rotationally molded,
UV stabilized, high density polyethylene. Integrally molded
treatment chamber walls and structural support ribs insure
durability and maximum strength. Risers and lids are injection
molded, heavy duty, glass -filled polypropylene. All components
within the system that will contact the wastewater are
constructed entirely of molded plastic, stainless steel or rubber.
The Singulair aerator is powered by a 1725 RPM, 115 volt,
60 hertz, single phase, fractional horsepower motor. It is the
only electrically powered component in the Singulair Green
system. The aerator
has been designed
specifically for use in the
Singulair system. It
costs less to operate and
consumes fewer kilowatt
hours of electricity than
most major appliances.
The Singulair aerator is
supplied with a prewired
electrical control center
contained in a NEMA
rated enclosure. The
control center contains
a power switch and
time clock that control
aerator operation. The
local dealer's name,
address and telephone
number are displayed on
the control center cover.
All system controls and
necessary owner information are conveniently located
at your fingertips.
Non -mechanical flow equalization and final filtration is
accomplished within the Singulair Green tank by the
Bio-Kinetic system. This revolutionary device is installed in the
clarification chamber and connected to the system outlet.
Optional chlorination and dechlorination may be included in the
Bio-Kinetic system if required. All Singulair Green components
work together to assure complete pretreatment, aeration,
clarification and final filtration.
Page 209

SINGULAIR GREEN® SYSTEM PERFORMANCE
SINGULAIR® AERATOR
Rivaling the performance of the most advanced wastewater
treatment plants in the world, the Singulair Green system
complies with USEPA wastewater treatment guidelines for
secondary treatment systems and meets all requirements of
NSF/ANSI Standards 40 and 245. In ecologically sensitive
areas, the most stringent effluent standards are 10 mg/L
CBOD and 10 mg/L TSS. Rated Class I after successfully
completing the 7 month Standard 40 test protocol, the Model
960 system averaged effluent of 6 mg/L CBOD and 10 mg/L
TSS. The Model TNT system averaged effluent of 4 mg/L
CBOD, 9 mg/L TSS and 12 mg/L Total Nitrogen.
OPERATIONAL REQUIREMENTS
The Singulair Green system is designed to treat only domestic
wastewater. Domestic wastewater is defined as the waste
generated from a typical residence. This includes flows
originating from: bathtubs, clothes washers, dishwashers,
drinking fountains, water coolers, food grinders, kitchen
sinks, lavatories, mop basins, service sinks, shower stalls,
sinks, wash sinks, water closets and whirlpool baths. While
the use of bio-degradable detergents is recommended, the
Singulair Green system has been designed to handle any
reasonable amount of bathroom, kitchen or laundry waste.
However, some care should be exercised to insure that
non -biodegradable and/or toxic materials are not disposed
of via the domestic wastewater plumbing. Do not use
the plumbing system for disposal of lint, cooking grease,
scouring pads, diapers, sanitary napkins, cotton balls,
cotton swabs, cleaning rags, dental floss, strings, cigarette
filters, rubber or plastic products, paints and thinning agents,
gasoline, motor oil, drain cleaners or other harsh chemicals.
These items could plug portions of the plumbing, interfere
with biological treatment, accumulate in the treatment
system and adversely affect system performance. Never
connect roofing down spouts, footer drains, sump pump
piping, garage and basement floor drains or water softener
backwash to the domestic wastewater plumbing or the
treatment system. Water softener backwash will interfere
with biological treatment and must be disposed of separately.
ELECTRICAL REQUIREMENTS
The Service Pro control center must be wired to a dedicated
115 VAC, single phase circuit at the main electrical service
panel. A 15 amp circuit is recommended (10 amp minimum).
A pictorial wiring diagram is provided inside the control
center enclosure. All electrical work must be performed in
accordance with the requirements of the National Electrical
Code and all applicable local codes. Electrical connections
should be made only by a qualified electrician following
proper procedures and using safe tools.
CAUTION. Anytime service is required, first shut off the
dedicated circuit breaker in the main electrical service
panel. Next, shut off the powerswitch in the Service Pro
control center. Failure to do so could result in personal
injury or equipment damage.
The aerator has been
specifically designed for
use in the Singulair system
and includes special alloy
and molded plastic parts
to prolong aerator life.
Aerator bearings are pre -
lubricated and sealed.
The Singulair aerator
is installed in a plastic
mounting riser above the
aeration chamber. Fresh
air enters the aerator
through four intake ports
located under the aerator
handle. Air is drawn down
the hollow aspirator shaft
where it is introduced
below the liquid surface.
Only the molded plastic
aspirator and the lower
portion of the stainless
steel aspirator shaft are
submerged.
The aerator is not designed
to run under water and will
automatically shut off if
a high water condition
occurs. If the liquid rises
to the level of the foam
restrictor, the control
center will shut off power
to the aerator. Next, an
automatic diagnostic
sequence will begin, as
outlined in the section
titled SERVICE PRO
CONTROL CENTER.
The Singulair aerator is a precision engineered
electro-mechanical device. Do not remove it from its
installed position. Do not attempt any type of repair.
Contact your local dealer if service is needed. Unauthorized
tampering or repair will void important provisions of the
lifetime warranty and exchange program.
FRESH AIR VENTING SYSTEM
Afresh air vent is designed into the perimeter of the access
cover above the Singulair aerator. The perimeter vent
supplies fresh air to the aerator, which is drawn through the
aspirator and into the wastewater. Finished landscaping
should be maintained six inches below the top of the
vented access cover and graded to drain runoff away from
the cover. Do not obstruct the vented access cover or
allow plants, shrubbery, mulch or landscaping of any type
to restrict the flow of air to the perimeter vent.
Page 210

SERVICE PRO® CONTROL CENTER
To permit fully automatic operation, prewired electrical
controls are supplied in a sealed NEMA rated enclosure
for your safety and the protection of components and
wiring. The control center should be located so the red
warning light can be seen and the audible alarm heard,
while minimizing exposure to harsh weather or conditions
that might prevent routine access. If an issue with the
aerator is detected, the red alarm light will flash and the
control center will attempt to restart the aerator every
five minutes for two hours. For an open motor or under
current condition, the alarm light will display a repeating
pattern of two short flashes followed by a three second
pause. For an over current condition, the alarm light will
flash evenly until serviced. If the aerator does not restart
after two hours, the audible alarm will sound. To silence
the audible alarm and attempt to restart the aerator, push
the reset button on the control center cover. This should
allow the aerator to resume normal operation. If the alarm
condition is not resolved, the audible alarm will be silenced
for 48 hours, but the alarm light will continue to flash. In
this case, contact your local Singulair Green dealer.
TIME CLOCK
The control center for the Model TNT system is supplied
with a non-adjustable time clock. The non-adjustable
time clock creates a 60 minute aeration cycle followed by
a 60 minute anoxic cycle during which the aerator is off.
All other control centers are supplied with an adjustable
time clock that determines the operating cycle of the
aerator. The time clock will not permit the aerator to run
less than 30 minutes out of each hour and is adjustable
in five minute increments up to continuous operation.
The performance of the Singulair Green system has
been certified to meet NSF/ANSI Standard 40 effluent
quality requirements and USEPA secondary treatment
guidelines at the minimum time clock setting. The time
clock is factory preset and should not be adjusted by the
owner. Your factory -trained Singulair Green dealer will
make necessary adjustments under the specific direction
and authorization of the local regulatory agency.
NOTE: The control center may regularly communicate with
the Service Pro monitoring center using your telephone
line and a toll free number. If the control center is using
the line when you attempt to place a call, a high pitched
digital communication signal will be heard. Hang up all
telephones sharing the line and wait a few seconds. This
will automatically disconnect the control center and make
the line available for use.
BIO-STATIC® SLUDGE RETURN
A Bio-Static sludge return is installed in the aeration/
clarification chamber wall. Aeration chamber hydraulic
currents enter the sludge return and transfer solids from
the clarification chamber back to the aeration chamber
for additional treatment. The Bio-Static sludge return
accomplishes resuspension and return of settled solids
without disturbing the contents of the clarification chamber.
BIO-KINETIC® SYSTEM
The Bio-Kinetic system provides non -mechanical flow
equalization through all plant processes. The Bio-Kinetic
system contains 3 separate filtration zones, 8 independent
settling zones, optional chlorination and dechlorination
tablet feed systems and serves as its own chlorine
contact chamber. When used with Blue Crystal residential
disinfecting tablets,
the performance of
the Bio-Kinetic system
as a disinfection
device is certified to
NSF/ANSI Standard
46, Section 11. All
components are
manufactured from
plastic or rubber. The
Bio-Kinetic system is
equipped with fill and
drain valves which
facilitate service
to the filter. Your
local dealer has the
necessary training,
tools and equipment
for removal and
cleaning. If your
Bio-Kinetic system
is in need of service,
contact your local
Singulair Green
dealer. During each
semi-annual service
inspection, your local
dealer will remove
and clean the Bio-
Kinetic system or
replace it with a unit
from their service
stock.
Page 211

NON -MECHANICAL
FLOW EQUALIZATION
BIO-MAX® DECHLORINATION
TABLETS
The patented design of the Bio-Kinetic system provides
non -mechanical flow equalization for the Singulair Green
wastewater treatment plant. Equalization reduces incoming
hydraulic surges (e.g. typical shower of 10 minutes
duration, bathtub discharge of 5 minutes duration, clothes
washer discharge of 2 minutes duration and dishwasher
discharge of 2 minutes duration) throughout the system.
The flow equalization provided by the Bio-Kinetic system
causes wastewater to be held upstream of the final
outlet during hydraulic surges, which preserves treatment
integrity and enhances system operation. The actual rate
of equalization varies and depends upon specific loading
patterns and the duration of each flow surge. At the 600
GPD (gallons per day) NSF/ANSI Standard 40 design
loading schedule, minimum performance of the Singulair
Green system equalizes all flow an average of 50%. As
a result, hydraulic surges and periods of high wastewater
flow are automatically reduced to protect the environment
and all treatment plant processes on a demand use, as
needed, basis.
BLUE CRYSTAL® RESIDENTIAL
DISINFECTING TABLETS
If local regulations require, an initial supply of Blue Crystal
disinfecting tablets will be placed in the Bio-Kinetic
system chlorine feed tube at system start-up. Specifically
formulated for use in the Singulair system, Blue Crystal
disinfecting tablets provide efficient and reliable disinfection
when effluent chlorination is desirable. Manufactured from
calcium hypochlorite, Blue Crystal disinfecting tablets
provide effective, economical bacteria killing power. Liquid
entering the Bio-Kinetic system contacts the installed
Blue Crystal disinfecting tablets, just downstream of the
equalization ports. A fully charged feed tube will last an
average of three to six months. During each semi-annual
inspection, your local dealer's service technician will check
system operation, the rate of tablet consumption and install
tablets to insure maximum system performance.
NOTE: USEPAguidelines state, "On the average, satisfactory
disinfection of secondary wastewater effluent can be obtained
when the chlorine residual is 0.5 ppm after 15 minutes
contact." Retention time must comply with the controlling
regulatory jurisdiction.
CAUTION: The improperhandling of Blue Crystal tablets
maycause personal injury orproperty damage. Keep out
of the reach of children and do not allow the tablets or
feed tubes to contactskin, eyes or clothing. Tablets may
be fatal if swallowed and tablet dust is irritating to the
eyes, nose and throat. Do not handle the tablets or feed
tube without first carefully reading the product container
label, MSDS information and the handling and storage
instructions. Mixing of chemicals may cause a violent
reaction leading to fire or explosion. For additional
information about Blue Crystal tablets contact your local
authorized dealer.
In ecologically sensitive areas, environmental standards or
regulations may require the use of Bio-Max dechlorination
tablets. Bio-Max tablets are formulated to remove chlorine
residual to non -detectable levels for the protection of
sensitive receiving environments. Containing 92% sodium
sulfite as the active ingredient, the tablets are manufactured
to neutralize both free and combined chlorine. Bio-Max
dechlorination tablets dissolve slowly, releasing controlled
amounts of chemical for the instantaneous removal of
residual chlorine from the wastewater flow. As liquid
passes through the final discharge zone of the Bio-Kinetic
system, the flow contacts the installed Bio-Max tablets and
residual chlorine is removed from the system effluent. A
fully charged Bio-Max feed tube will last an average of
three to six months. During each semi-annual inspection,
your local dealer's service technician will check system
operation, the rate of tablet consumption and install tablets
to insure maximum system performance.
CAUTION: Bio-Max tablets or feed tubes should not
be mixed with Blue Crystal tablets. Do not handle the
tablets or feed tube without first carefully reading the
product container label, MSDS information and the
handling and storage instructions. For additional
information about Bio-Max tablets contact your local
authorized dealer.
NO OWNER MAINTENANCE
The Singulair Green system is inspected and serviced by
a local licensed, factory -trained dealer, therefore, no owner
maintenance is required during the warranty period. The
Singulair Green system does not require pumping as often
as a septic tank. Under normal use only the pretreatment
chamber should be pumped. How often pumping is
necessary depends on system use. The local Singulair
Green dealer will inspect the aeration chamber contents
and plant effluent at six month intervals to determine if the
pretreatment chamber is discharging excessive solids.
Every three years, the pretreatment chamber should
be inspected. The pretreatment chamber will normally
require pumping at three to five year intervals. Contact
your local dealer prior to tank pumping for complete
information on removal of equipment, access to individual
chambers, coordination of services and proper disposal
of tank contents. A tank pumping service licensed by
the local regulatory agency must be used for removal
and disposal of tank contents. The tank pumper should
consult with local authorities to determine the proper
disposal method.
If a period of intermittent use, or an extended period of
non-use of the Singulair Green system is anticipated,
contact the local dealer for instructions. Your local dealer
has comprehensive service instructions and has been
factory -trained in troubleshooting procedures. Contact
your local Singulair Green dealer if you require service
or information regarding tank pumping.
Page 212

SERVICE PRO® MONITORING CENTER
The Service Pro monitoring center is a maintenance tracking database that is free for use by all Singulair Green dealers and
service providers. If your Singulair Green dealer uses the Service Pro website, a record for your system will be created at
www.servicepromcd.com when the system is installed. The serial numbers for Singulair Green equipment and treatment
plant information will be entered at that time. This proprietary website stores all relevant system information in one convenient,
secure and password protected location. The Service Pro website keeps a detailed history of all maintenance visits that
are made to your installation. The monitoring center will schedule future service inspections and notify your Singulair
Green dealer when they are due. System owners can also use the Service Pro website to access information, track service
SINGULAIR GREEN® SERVICE PROGRAM
calls or monitor compliance with regulatory requirements. If
you would like to use the Service Pro website, contact your
Singulair Green dealer to receive a user name and password.
An optional Service Pro MCD control center or Service Pro
TNT control center is available for use with the Singulair Green
system. Designed to connect to a standard telephone line,
these control centers provide MONITORING, COMPLIANCE
and DIAGNOSTIC functions complete with telemetry for
communication with the Service Pro monitoring center. Digital
Subscriber Line (DSL) phone service requires the use of a
low-cost DSL filter. Voice Over Internet Protocol (VOIP) is
not reliable with any telemetry system and not recommended.
Once your Service Pro control center is connected to a
telephone line, commissioned, and covered by a remote
monitoring agreement, your dealer will be immediately notified
of any alarm condition. The Service Pro monitoring center will
automatically log the time and date of alarm conditions, as well
as service performed, and store them in your system history
record for viewing at www.servicepromcd.com.
A minimum of four service inspections within the first two years of operation are provided by your local Singulair Green
dealer and are included in your original purchase price. Costs for travel and labor are not charged to the owner. The exact
frequency and scope of these visits are determined by the applicable regulatory agency. The obligation to provide these
service inspections rests solely with your Singulair Green dealer or the authorized service provider, so it is important that
you save a copy of your original purchase contract. To schedule service, learn more about maintenance requirements or
report system malfunctions, contact your local Singulair Green dealer directly. Your dealer's name, address and phone
number are conveniently located on the front of the control center. During an inspection, each Singulair aerator, Bio-Kinetic
system and other plant components are serviced as outlined in the "SINGULAIR GREEN PRODUCT MANUAL". Auxiliary
equipment required in addition to the Singulair Green system, such as pumps, filters, valves, tankage, leach fields, chambers,
mounds or irrigation components, are not part of the Singulair Green service program and should be covered by a separate
maintenance agreement.
After the initial two year service program is completed, the Singulair Green dealer will offer to provide a continuing service
agreement at the owner's option. In many areas, this continuing service agreement
is required by the local regulatory agency.
The service program should be renewed by the owner to insure maximum system performance. Professional service is
important to proper system operation and should not be allowed to lapse.
Each of these items are important:
✓ Check aerator operation ✓
Inspect outlet coupling
✓ Check aerator power consumption ✓
Install a clean Bio-Kinetic system
✓ Check aerator air delivery ✓
Fill Blue Crystal feed tube
✓ Clean stainless steel aspirator shaft ✓
Fill Bio-Max feed tube
✓ Clean aspirator tip ✓
Inspect effluent quality
✓ Clean perimeter air vent in aerator cover ✓
Inspect outlet line
✓ Inspect aeration chamber contents ✓
Inspect ground water relief point
✓ Check operation of control center ✓
Inspect effluent disposal system
✓ Adjust time clock when required ✓
Complete 3-part service record
✓ Remove the Bio-Kinetic system ✓
Hang owner's record on front door
✓ Scrape the clarification chamber ✓
Enter record into www.servicepromcd.com
✓ Inspect the Bio-Static sludge return ✓
Mail health department notification
Your Singulair Green dealer will perform the services outlined above
during each service inspection.
Page 213

WARRANTY REGISTRATION
SINGULAIR GREEN® LIFETIME PROTECTION
A Warranty Registration Card was included with the Model
206C aerator before it was shipped from the factory. If
this card has not been returned to Norwecw, complete and
mail it immediately. If it is not returned within thirty days of
the installation date, the three year limited warranty and
lifetime aerator exchange program will begin on the date of
component shipment from the factory.
If the Service Pro control center is mounted in an outdoor
location, remove the aerator model number and serial
number record card and store it safely for future reference.
Otherwise, do not remove this card from the control center.
If it is necessary to call your dealer for service, make note
of the information on the control center data plate and the
aerator serial number before calling. Warranty and service
records are cross-indexed by owner name and aerator serial
number. Supplying the aerator serial number with the service
request will give the service provider ready reference so that
changes in system ownership will not delay service.
The Singulair aerator enjoys the distinction of being the only
aerator on the market today backed by a lifetime warranty
and exchange program. Each Singulair aerator, Service Pro
control center and Bio-Kinetic system are warranted to be
free from defects in material and workmanship, under normal
use and service, for a period of three years. The local,
licensed dealer or service center has detailed warranty and
exchange information and should be contacted for service
or replacement instructions.
1]
* k
* 02 Yea Limited III Lifetime Exchange
Warranty Program
SERVICE PRO® SECURITY LOG IN
For your convenience, record your www.servicepromcd.com access information here:
User name: I Password:
SUPPLEMENTAL SERVICE RECORD
For your reference, please document service performed on the following chart:
DATE DESCRIPTION
norweca, DISTRIBUTED LOCALLY BY:
Engineering the future of water
and wastewater treatment
220 REPUBLIC STREET
NORWALK, OHIO, USA 44857-1156
TELEPHONE [phone]
FAX [phone]
www.norweco.com
Norweco®, Norweco.com®, Singulair®, Modulair®, Travalair®, Singulair Green®, Ribbit Rivet®, Hydro -Kinetic Bio-Film Reactor®, Hydro-Kinetice,
Evenair°, Lift -Rail®, Microsonic®, Bio-Dynamic®, Bio-Sanitizer®, Bio-Neutralizer®, Bio-Max®, Bio-Kinetic®, Bio-Static®, Bio-Gem®, Bio-Perc®,
Blue Crystal®, Phos-4-Fade®, Enviro-C®, ClearCheck®, ChemCheck®, Tri-Max®, Hydra -Max®, Service Pro®, MCD®, TNT®, Grease Buster'® and
"BUSTER" logo® are registered trademarks of Norwalk Wastewater Equipment Company, Inc.
OMMXII NORWECO, INC.
Page 214

norweco 0
SINGULAIR GREEN® BIO-KINETIC® WASTEWATER TREATMENT SYSTEM
TANK PUMPING INSTRUCTIONS
These instructions provide a general guideline concerning when and how to pump out the Singulair Green system. This
literature supplements other instructional materials included in the Singulair Green Bio-Kinetic System Product Manual.
In order to maximize performance, protect system components and insure protection of the surrounding environment, the
Singulair Green system should be thoroughly checked every six months by a factory -trained Norweco service technician. An
initial service program that provides a minimum of four service inspections during the first two years of system operation
is included in the system purchase price. Renewable service contracts to extend these routine inspections after the initial
program expires are available from the local licensed Norweco dealer.
The pretreatment chamber of the Singulair Green system will periodically require pumping. Because the Singulair Green
system is a biological treatment device, the time frames listed within these instructions are estimates. Actual pumping
frequency will depend on the amount and strength of the wastewater being treated.
Handling and disposal of pretreatment chamber contents, referred to as septage, or the contents of the aeration and
clarification chambers, referred to as biosolids, are regulated by local, state and federal authorities. Disposal options may
include land application, lagoon treatment, municipal wastewater treatment or landfill disposal. Prior to arranging for tank
pumping, contact the Norweco dealerto obtain complete information on access to chambers, removing equipment, coordination
of services and disposal of tank contents.
During Singulair Green system installation and backfilling, do not allow dirt or mud to enter the system. Once in the system,
dirt or mud will form a heavy sludge which will affect settling characteristics, interfere with filtration and degrade effluent quality.
If dirt or mud enters the system, it must be removed to insure proper system operation. Removing the dirt or mud may
require repeated flushing and tank pumping. For additional details refer to Singulair Green Tank Delivery and Setting instructions.
INTRODUCTION
The Singulair Green system is a biological treatment device
and should not require pumping as frequently as a septic
tank. Septic tanks are designed to store solids and perform
limited biological treatment. Frequent pumping of a
septic tank is mandatory to remove and dispose of these
solids before they discharge from the tank. The Singulair
Green system is designed to biologically treat all incoming
wastewater and return only a high quality effluent to the
environment. The multiple operating processes contained
within the plant accomplish primary, secondary and
tertiary treatment in each Singulair Green system. The
pretreatment chamber of the Singulair Green system is
designed to retain non -biodegradable solids and allow
biodegradable solids to flow into the aeration chamber.
The aerobic treatment process in the Singulair Green system
utilizes these biodegradable solids to convert the
wastewater into carbon dioxide and water. This natural
biological process minimizes the accumulation of solids
and eliminates the need to pump the system as frequently
as a septic tank. Because the Singulair Green system
utilizes the biodegradable material found in wastewater to
perform biological treatment, pumping the system more often
than needed will not improve operational performance.
Removal of the solids in the Singulair Green system will be
required when indicated by an inspection or evaluation
as outlined herein.
WHEN TO PUMP
Norweco dealers provide maintenance and service
inspections free of charge at regular six month intervals
during the initial warranty period. These routine service
inspections will determine if a pretreatment chamber
evaluation is necessary. The pretreatment chamber
should be evaluated by a factory -trained technician at
least every three years to determine if pumping is
required. Pumping of this chamber by a licensed tank
pumping and disposal service will likely be necessary at
3 to 5 year intervals, based on variations in system
occupancy, usage and loading.
ROUTINE SERVICE INSPECTIONS
Semi-annual service inspection procedures are outlined
in detail in the Singulair Green Bio-Kinetic System Service
Manual. These routine service procedures include
inspection of the aeration chamber, clarification chamber
and effluent line to determine if the pretreatment chamber
should be evaluated. A brief outline of these routine
service procedures, as well as the detailed steps required
to perform a comprehensive pretreatment chamber
evaluation, are listed here. The results of the routine
service inspection, pretreatment chamber evaluation and
tank pumping (when performed) should be noted on the
Service Inspection Card.
Page 215

AERATION CHAMBER INSPECTION
SETTLEABLE SOLIDS TEST
A summary of the aeration chamber inspection procedure
is listed below. For complete details on aeration chamber
service, refer to the Singulair Green Service Manual.
CAUTION: Any time an aerator or service pump is
connected or disconnected, first shut off the selector
switch in the Service Pro control center. Failure to do
so could result in personal injury or equipment damage.
1. Remove the vented aeration chamber access cover and
set aside.
2. Unplug the aerator and secure the closure cap in
position to protect the electrical connector.
3. Lift the aerator straight up out of the aeration chamber
access opening and lay it flat on the vented cover. DO
NOT bump the aspirator shaft
or rest the aerator on the
aspirator shaft.
4. Perform a settleable solids
test using a graduated cone
or other clear container. For
this test, make sure the
aerator has been running for at
least 10 minutes. Collect an
aeration chamber sample
immediately after turning off
and removing the aerator.
Refertothe "Settleable Solids
Test' section of these
instructions for additional
details.
5. Loosen the two set screws on
the bottom of the intermediate
shaft and remove the aspirator
shaft.
A settleable solids test should be conducted as part of the
aeration chamber evaluation during each routine service
inspection to monitor system performance. The results of
the settleable solids test can be used to verify that a mature
biomass has developed in the Singulair Green system. The
test will also indicate when excessive solids have
accumulated in the pretreatment chamber of the Singulair
Green system. When this occurs, it may be necessary to
pump the contents of the pretreatment chamber.
To insure a well mixed sample is collected forthe settleable
solids test, make sure the aerator has been running for at
least 10 minutes. Collect the sample immediately after
turning off and removing the aerator and before the aeration
chamber contents begin to settle. Using a graduated cone
or other clear container, dip the container into the aeration
chamber to a depth of 21/2 feet. Set the container on a level
surface and allow the solids to
30 MIN.
SUPERNATANT
NTH PINFLOC
5096
SETTLED
60%
SOLIDS
GOOD SETTLING
6. Connect the aspirator shaft to the shaft cleaning hose
and outside water faucet to flush the inside of the aspirator
shaft clean. Use full water pressure. Remove the
aspirator shaft from the cleaning hose and inspect the
bore to see that it is clean.
7. Visually check the aeration chamber surface for the
presence of grease or oil. An accumulation of these
materials indicates the pretreatment chamber should
be evaluated.
8. Check the aeration chamber contents for the presence
of non -biodegradable materials, paper, mop fibers,
hair, grease or oil. A significant accumulation of these
materials in the aeration chamber indicates the
pretreatment chamber should be evaluated.
NOTE: Do not replace the aerator until the Bio-Kinetic system
has been removed from the clarification
chamber and properly serviced.
"settle' for 30 minutes while you
complete the service inspection.
Do not disturb the container during
the test.
After 30 minutes, read the level of
solids and compare it with the total
liquid volume in the container.
Calculate the percentage of
settled solids volume (i.e.'/2 full
of solids equals 50%). If the
settled material contains large
pockets of clear liquid, estimate
the volume of these pockets and
reduce the settled solids reading
by that amount. A settled solids
reading of up to 75% indicates no
adjustments are necessary.
NOTE: The solids should settle
and compact within the 30 minute test. System start-up, or
periods of low organic loading will result in solids that are
too light to settle, and will appear as a full container with no
clear separation. This should not be interpreted as having
excess solids and system operation can continue without
any adjustment.
A settled solids level greater than 75% at the end of the 30
minute test indicates excessive solids in the aeration
chamber and that the pretreatment chamber may need to
be pumped. In this case, a pretreatment chamber evaluation
must be performed. Refer to the "Pretreatment Chamber
Evaluation" section of these instructions for more details. If
the pretreatment chamber evaluation indicates pumping is
not required, the aerator operating cycle may need to be
increased. Consult the local regulatory agency and the
Service Pro Time Clock Setting instructions before adjusting
the aerator operating cycle.
The results of the settleable solids test, and any
adjustment made to the system time cycle, should be
recorded on the Service Inspection Card.
Page 216

CLARIFICATION CHAMBER INSPECTION
EFFLUENT LINE INSPECTION
A summary of the clarification chamber and Bio-Kinetic
service inspection procedure is listed below. Forcomplete
details on clarification chamber service, refer to the
Singulair Green Bio-Kinetic System Service Manual.
1. Remove the clarification chamber access cover.
2. Remove the optional Blue Crystal and Bio-Neutralizer
feed tubes. Do not allow the tubes to touch.
3. Install the outlet sealing tool into the receiving flange to
prevent loss of liquid from the Singulair Green system
during service.
4. Removethe Singulair aerator and placethe servicefunnel
overthe aerator mounting riser.
5. Using the universal tool, remove the flow deck and
chamber plate assembly from the Bio-Kinetic system.
Place the assembly on the service funnel for cleaning.
6. Using the universal tool, disengage all four black locking
lugs to allow for removal of the outer chamber.
7. Lowerthe fixed handle of the universal tool into the upper
lip of the Bio-Kinetic system outer chamber. Turn the
handle until the lifting tool is engaged into the lifting rib.
8. The outer chamber is equipped with a drain valve and fill
valve to allow for easy removal and reinstallation during
service. Begin lifting the outer chamber from the tank.
The drain valve will automatically open as the outer
chamber is lifted out of the clarification chamber.
Remove the outer chamber from the mounting riser and
set it on the upside down lid of the service container.
9. Reinstall the Singulair aerator as outlined in the Singulair
Green Aerator Service Instructions. The aerator must
be in operation while the remaining clarification chamber
service is performed. The aeratorworks in conjunction
with the Bio-Static sludge return to create a hydraulic
current that will return settled solids to the aeration
chamber.
10. Check the surface of the clarification chamber for
the presence of grease or biologically untreatable
material. A significant accumulation of these
materials would indicate that the pretreatment
chamber should be evaluated.
11. With the aerator running, use the hopper scraping tool
to gently scrape all areas of the clarification chamber
hopper side walls.
12. Complete the clarification chamber service as
outlined in the "Clarification Chamber" section of the
Singulair Green Bio-Kinetic System Service Manual.
13. Make appropriate notations on the Singulair Service
Inspection Card and on the Owner's Manual.
Check the groundwater relief point installed in the effluent
line to make sure it is free of obstruction. An
accumulation of paper, fibers, hair or grease indicates that
the Singulair Green system needs to be pumped. If there is
a surface discharge point, make sure that it is free of debris,
foam, mud, etc. Make appropriate notations on the
Service Inspection Card.
PRETREATMENT CHAMBER EVALUATION
The pretreatment chamber must be evaluated within three
years of system start-up or the most recent tank pumping.
An evaluation must also take place any time a routine
service inspection indicates the chamber may be
discharging excessive solids. This evaluation includes
measuring the depth of the floating scum and settled
sludge layers to determine if pumping is required. If the
pretreatment chamber evaluation indicates the chamber
does not require pumping, these evaluations should be
repeated annually until pumping is necessary.
PRETREATMENT CHAMBER INSPECTION
A complete pretreatment chamber inspection procedure
is listed below. The results of the inspection should be
noted on the Service Inspection Card.
1. If the pretreatment chamber access opening is not
equipped with a riser and cover at grade, dig down to
the access opening in the top of the tank. The opening
is in line with the access opening for the aeration
chamber and the system outlet. The access cover
should not be more than 12" below grade.
2. Remove the access cover and be careful not to allow dirt
or mud to enter the tank. If dirt or mud enters the system,
it must be removed to insure proper system operation.
3. Visually examine the surface of the pretreatment
chamber for a significant accumulation of grease, oil or
non -biodegradable materials.
4. Using the hopper scraping tool, gently probe the
surface of the chamber to determine the thickness of
the scum mat. Force the tool down through the scum
mat, rotate the tool one quarter turn, then raise it until
the bottom of the mat is felt. If the depth of the floating
scum layer has reached the bottom of the discharge
tee, the chamber should be pumped.
5. To check the depth of the settled sludge layer, secure
a rough white towel to the handle of the hopper
scraping tool and lower it to the bottom of the chamber.
Push the tool through the settled sludge layer to the bottom
of the tank. Wait several minutes and carefully remove the
tool. The depth of the settled sludge layer will be shown by
a dark line on the towel. If the settled sludge layer has
accumulated to the bottom of the discharge tee, the chamber
should be pumped.
Page 217

Review the "Operational Requirements" section of the
Owner's Manual with the owner. If lint, grease, scouring
pads, diapers, sanitary napkins, cotton balls, cotton
swabs, cleaning rags, dental floss, strings, cigarette filters,
rubber or plastic products, paints, thinning agents or other
harsh chemicals are discovered in the system, the owner
should be cautioned regarding proper use of the system.
WHAT TO PUMP
When pumping is required, normally it is necessary to
pump only the pretreatment chamber if the system has been
serviced at regular 6-month intervals. If service has been
interrupted for an extended period of time, or if mud or toxic
material is present, it may be necessary to pump out the
entire system. When pumping, it is not necessary to wash
down the compartments unless significant quantities of
grease, hair, fibers, mud, toxic substances or biologically
untreatable materials are present. The capacity of the
pretreatment chamber is 450 gallons. When pumping the
pretreatment chamber, an additional 400 gallons will be
removed from the aeration and clarification chambers until
the liquid level drops below the transfer port invert. Atotal of
850 gallons will be removed when the pretreatment chamber
is pumped. The total capacity of the system is 1,300 gallons.
CAUTION: After pumping any portion of the Singulair Green
tank, it is essential to immediately refill each chamber with
clear water to the design flow line. The water must be free
of leaves, mud, grit or other materials that might interfere
with system operation. Dewatering and leaving the system
empty will affect tank integrity and void the warranty.
HOW TO PUMP THE SYSTEM
A complete Singulair Green system pumping procedure is
listed below. Prior to pumping, contact the Singulair Green
dealer to obtain complete information on equipment removal
and reinstallation. Failure to properly remove and reinstall
equipment and access covers during tank pumping may
result in damage to the system and will void the warranty.
1. If any portion of the Singulair Green system requires
pumping, contact a tank pumping service licensed by
the local regulatory agency. The septage or biosolids
must be removed and disposed of in a manner consistent
with federal, state and local regulations.
2. Advise the pumping service what volume of liquid is to be
removed from the system.
norweco,
Engineering the future of water
and wastewater treatment
220 REPUBLIC STREET
NORWALK, OHIO, USA 44857-1156
TELEPHONE [phone]
FAX [phone]
www.norweco.com
3. For pumping the pretreatment chamber only, remove
all three access covers and insert a suction hose into
the pretreatment chamber. Lower the hose until it
contacts the bottom of the tank. Withdraw the hose
approximately 2" and connect the opposite end to the
pump being used to evacuate the chamber. Do not allow
the hose to rest on the bottom of the tank.
4. Break up the scum mat to facilitate pumping. Activate
the pump and remove the pretreatment chamber contents.
It is not necessary to wash down the
sidewalls or tank bottom.
5. If the solids in the chamber are so concentrated that
the suction hose cannot withdraw them, the pretreatment
chamber contents may be back -flushed to break up the
solid matter.
6. If special circumstances require the total system to be
pumped, contact the local Singulair Green
dealer. The aerator and Bio-Kinetic system must be
removed for full access to all chambers and to
prevent damage to components. Only the factory trained
Singulair Green dealer should attempt to remove and
reinstall the equipment.
NOTE: Access to the contents of the aeration and
clarification chambers of Singulair Green systems should
be made only through an aerator mounting riser. Never
insert the hose through the Bio-Kinetic system
mounting riser.
7. A Singulair Green system that has been inactive for an
extended period of time or that has accumulated mud
or dirt during installation may have to be washed down
with fresh water and pumped out. This process may
have to be repeated for proper system operation.
8. After pumping, fill all chambers to capacity with water.
Return the aerator, Bio-Kinetic system and all access
covers to their proper locations, as outlined in the
Singulair Green Product Manual. Be sure each control
center selector switch is in the "on" position, and each
enclosure is secured with a tamper evident seal.
Following tank pumping, no other system adjustments are
necessary for proper biological treatment to continue.
Semi-annual service inspections by a factory -trained
Norweco service technician should be conducted to insure
long term system performance.
DISTRIBUTED LOCALLY BY:
Norweco®, Norweco.com®, Singulair'®, Modulair®, Travalair, Singulair Green, Ribbit Rivet®, Lift -Rail, Microsonice, Bio-Dynamic®, Bio-SanitizerO,
Bio-Neutralizer', Bio-Kinetic®, Bio-Static®, Bio-Gem®, Bio-Maxi, Bio-Regeneration®, Bio-Perc®, Blue Crystal®, ClearChecko, ChemChecke,
Tri-Max®, Hydra -Max®, Service Pro®, MCD®, TNT®, Grease Buster' and "BUSTER" logo® are registered trademarks of Norwalk Wastewater
Equipment Company, Inc.
©MMXII NORWECO, INC.
Page 218

Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone:[phone]
mikelgLashEngineering corn
Lash Engineering, Inc.
AMERICAN MANUFACTURING SYSTEMS
Owner's Manual
Introduction Congratulations! You are now the owner of a state of the art wastewater
treatment and recycling system by American Manufacturing Company, Inc. We have been in
business for over 20 years and are considered one of the leaders in the On -Site Wastewater
industry. With a staff having over 100 years collective experience in providing solutions to
new sites and sites in need of repair, we are able to deliver an ecological, economical, easy to
install and off -the -shelf AMERICAN SEPTIC DRIP to owners like you.
When and How to use manual This Owner's Manual should be read cover to cover
initially, and then as needed to answer any questions or assist the owner in fulfilling their
maintenance and inspection responsibilities.
When and Where to call for assistance or get additional information If at any
time you have a question about the AMERICAN SEPTIC DRIP or observe any alarm or
unusual condition, you should call your qualified service representative or installing
contractor as soon as possible. The owner should record in the back of this manual, the
contact name and telephone number of the qualified service representative and installing
contractor. If further assistance is needed, call American Manufacturing Company, Inc. at
800-345-3132, or visit our Web page at www.americanonsite.com for online technical
support.
Overview of Manual The manual is organized to cover safety precautions and warnings,
an overview the AMERICAN SEPTIC DRIP components, and the owner's responsibility. A
startup log and limited warranty are in the back of this manual.
Safety Precautions and Warnings The owner or operator of the AMERICANSEPTIC
DRIP should take precautions consistent with operators working with sewage and electricity
when working with, or around any of the system components.
Electrical Hazards The AMERICAN SEPTIC DRIP incorporates pump(s), float switches,
relays and many electrical components that use 230 volts, 120 volts or 24 volts AC. Improper
use of equipment can cause an electrical shock and may lead to serious injury or death.
Sewage Hazards
Proper attention should be given to cleanup when working in and around the septic and pump
tanks and wastewater handling equipment to insure that disease causing bacteria are not
transmitted to persons or contact surfaces. The septic and pump tanks can allow for a toxic
buildup of poisonous gasses that can lead to serious injury or death if inhaled.
Page 219

Heavy Lifting Hazards
The owner and/or operator should exercise proper caution when lifting heavy system
components, such as pump tank lids. Improper lifting of heavy components can lead to loss of
limb and/or mobility.
Overview of American Septic Drip
The AMERICAN SEPTIC DRIP is a unique fluid handling system for dispersal of septic
effluent wastewater in soil systems. The system incorporates filtration, time and level
controlled application, and ultra low rate drip distribution. In conditions where aerobic
dispersal, such as "Low Pressure Distribution", of septic effluent is required or where land
application with the use of conventional soil absorption fields are not acceptable, this system
offers a unique method for subsurface distribution of the waste water effluent.
The AMERICAN SEPTIC DRIP SYSTEM will accommodate virtually any type of
pretreatment process, whether septic tank (anaerobic), aerobic, lagoon, or any type of
treatment facility. Only primary treatment (the removal of large settleable solids) of sewage is
necessary for the operation of the system. Local soil and site conditions may require
additional treatment for excessive organics, oil and grease or other contaminants.
Since the installation of the field distribution lines causes very little soil disturbance and
effluent discharge volume from each emitter hole is insignificant, the installation of the
system has very little site impact even in established lawns or park areas. After installation
there are virtually no visible indications that the installation site is being used for disposal
purposes. This system is especially suited for landscaped or wooded areas near buildings,
trailer parks, apartment complexes or residential subdivisions.
The AMERICAN SEPTIC DRIP is operated via a "state of the art" controller which is
activated by level sensing devices (standard mechanical differential float switch) located in a
dosing tank downstream from the pretreatment process or processes (typically a septic tank).
When activated by the rising level of effluent in the dosing tank, the controller will enable the
disposal cycle, and as dictated by the time clock, pump the effluent through a 115 micron disc
filter and then to final drip dispersal.
The pump control panel is equipped with four float switches to control the timed doses to be
discharged. The four float switches, "Redundant Off', "Standard Dose Enable", Peak Dose
Enable", and "High Level" function as follows:
Redundant Off - The water level must be high enough to overcome the "Redundant Off' (first
& bottom) float in order for the pump to be permitted to run.
Standard Dose Enable - When the water level rises high enough to overcome the "Standard
Dose Enable" (second) float and the time clock has timed out the preset time delay of 180
minutes (rest between dosing cycles for two zone designs) the pump will activate and the lead
zone is dosed. The pump will continue to run for the length of time as adjusted on the pump
run timer and then shut off. The pump will remain off until the internal time clock again times
out the preset time delay (180 minutes) after which the pump will activate (as long as the
"Standard Dose Enable" float is still up) and will run until the pump run timer finishes timing
out. This process will repeat until the water level drops below the "Standard Dose Enable"
float and the pump run timer has timed out.
Peak Dose Enable - The control system will be equipped with a "Peak Dose Enable" circuit to
manage peak flows and excess water use. If the rising water level activates the "Peak Dose
Enable" (third) float, the "Pump - Off - Pump & Alarm" switch is set to "Pump", and the
preset time delay has exceeded 106 minutes ("Peak Dose Enable" rest between cycles for two
zone designs), the lead zone will be dosed. When the override circuit has been deactivated the
Page 220

normal pumping cycle will resume. If the rising water level activates the "Peak Dose Enable"
(third) float, the "Pump - Off - Pump & Alarm" switch is set to "Pump & Alarm", and the
preset time delay has exceeded 106 minutes ("Peak Dose Enable" rest between cycles for two
zone designs), the lead zone will be dosed and the "Peak Dose Enable" alarm will be
activated. The audio portion of the alarm may be silenced by pressing the Test -Normal -
Silence switch to the silence position. When the "Peak Dose Enable" float has returned to the
down position the alarm will be deactivated and the normal pumping cycle will resume.
High Level - If the water level rises enough to overcome the "High Level" (fourth) float, the
audio/visual alarm will activate. The audio portion of the alarm may be silenced by pressing
the Test -Normal -Silence switch (located on the outside of the control panel) to the silence
position. The alarm circuit will latch until manually reset after the "High Level' float returns
to its normal (down) position. The alarm circuit is manually reset by switching the High Level
Reset/Off-Normal switch (located inside the control panel on the inner door) to the Reset
position then back to normal.
Drip Tubing
The drip field supply line conveys the effluent to the drip absorption zone that is being dosed where it
is discharged below the soil surface through a patented chemical -resisting pressure compensating self
cleaning "drip" poly -tubing emitter. The emitters or "drippers" are located every two feet in the
tubing and emit 0.65 gallons per hour per emitter. The dripper lines are automatically scoured
(forward flushed) every 50 dosing cycles. This function is activated by the controller which opens the
field flush valve, thus allowing the flushed effluent to be returned to the pretreatment tank. The
duration of this cycle is approximately three minutes. The flushing cycle produces a high velocity
cleansing/scouring action by the effluent along the inside walls of the dripper tubing, P.V.C.
manifolds and emitters.
The construction of the "RAM" drip tubing is unique in that the internal diaphragm and labyrinth
provide for an exact amount of effluent to be discharged from each of its emitters which are spaced at
two foot intervals along the entire length of the RAM drip tubing. Each emitter maintains a constant
flow over pressure ranges of 7 up 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.
Air Release Valves
The drip field return line conveys the effluent from the drip absorption zone ( used to "flush" or clean
the tubing ) back to the pretreatment device. Each zone will have an air release valve housed in a
small valve box at the highest point of the return manifold pipe in each zone. The valve will close
when the water pressure arrives at the valve during each dose. The air release valve allows air to
reenter the tubing after each dose to allow the tubing to drain. This also prevents the uphill tubing
from draining water into the downhill tubing and overloading downhill tubing.
In the event of damage to the air release valve, effluent may leak from the system. This condition
should be fixed immediately by replacing damaged parts. Air release valves should not be covered
with soil or other material and should always be accessible to the service personnel.
Page 221

Controller
The "state of the art" controller is enclosed in an outdoor electrical control box located near and
connected to the hydraulic unit. The control panel uses 230 volt power and the microprocessor has
120V and 24V AC inputs and relay outputs for automatic operation of the AMERICAN SEPTIC
DRIP. When in the "Hand" or "Off' position, the manual switches (Hand -Off -Auto) on the door of
the control panel completely bypass the microprocessor. The "Hand" position will allow manual
operation of the entire system in the event of a microprocessor failure. NOTE: THE
HOMEOWNER ASSUMES FULL RESPONSIBILITY FOR CONDITIONS OR
MALFUNCTIONS DUE TO MANUAL OPERATION OF THE SYSTEM BY ANYONE
OTHER THAN A QUALIFIED SERVICE REPRESENTATIVE. LEAVING THE PUMP
CONTROL IN THE "HAND" POSITION WILL FORCE THE PUMP TO RUN
CONTINUOUSLY AND MAY RESULT IN PUMP FAILURE.
f�
• To silence alarm: On outside of control push "Test -off -silence" switch to "silence" and
release.
• To Reset alarm: After alarm float goes down, on inner door place "reset/off - normal" switch
to "reset/off' positon then back to "normal"
Page 222

Manual Operation: Place "H-O-A" (hand -off -auto) switch to "Hand". This position is like an
"on switch" and should operate the individual component regardless of other conditions.
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The submersible pump delivers unfiltered effluent to each filter. The filter backflushing schedule is
triggered at the beginning of each dose cycle. One filter valve closes , thus blocking the flow of
unfiltered effluent to that filter. After a short delay, the other flushing valve opens, thereby
backflushing the unused filter. The accumulated impurities discharge back into the pretreatment unit.
The closing and opening procedure 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 filter. The backflush procedure
lasts approximately fifteen seconds then the back flushing valve closes. Only after the first filter has
completed its backflushing cycle, will the second filter begin its cycle of backflushing in the same
manner as the first. Effluent will then be pumped through clean disc filters, then through the flow
meter and finally through the outlet manifold to the drip field supply line. During extended dose
times the disc filters are re-backwashed to assure optimum operation.
Owner's Responsibility
Preventative Maintenance The drip field area should receive only the most passive type yard
uses. No use is recommended when conditions are wet. Under no conditions are any autos or heavy
machinery to be allowed on the site.
In order to prevent erosion, the site should be established and maintained as a healthy lawn, or if
wooded, mulched and stabilized. Erosion of the site and the adjacent areas should be controlled and
eliminated. Surface flows should be diverted away from all components of the system.
Scheduled Inspections The drip field should be walked & inspected at least once a month for the
first six months of operation. After six months of operation without showing symptoms of failure, the
drip field should be walked & inspected annually. Symptoms to look for on the walk through
Page 223

inspection are patches of wetness. If symptoms are identified, notify your service provider
immediately.
The septic tank and pump chambers should be inspected at least once a year by a trained professional
service provider, your American Dealer. The septic tank should be pumped when the sludge level
reaches 25% or approximately 12 inches, or when the scum layer on top is excessive.
Alarms - Notifying Service Provider of alarm events The system controller is equipped
with an audio/visual alarm to alarm high water level conditions. The high level alarm may be silenced
by pressing the "silence" button on the side of the control. Since a high water level condition can be
caused by pump failure, excessive infiltration, or an unusually large peak flow, the owner should call
the service provider to determine the cause of the alarm prior to requesting service.
If at any time there are any indications of failure, such as the flow meter not moving during a dose or
wetness in the area of the drip field, notify your service provider immediately.
Monitor & Regulate waste input to septic tanks Since all processes in this sewage disposal
system use biological activity to treat the wastewater, only typical biodegradable household wastes
are to be disposed of in drains leading to the septic tank. Never dispose of pesticides, oil or grease
based products, or solids (especially feminine hygiene products) into the system. Minimize disposal
of high strength over-the-counter type products such as bleach, and don't use colored toilet tissue.
System Parameters of American Septic Drip
Simplex System w/ 4 Zones & 2 Disc Filters
1. System Fail indicated by high level alarm or unusual wetness in the field.
2. Standard Rest time between doses = 90 minutes, 4 doses per day per zone.
3. Peak Rest time between doses = 54 minutes, 6.6 doses per day per zone.
4. High level alarm counter (record periodically to monitor activity).
5. Peak enable counter (record periodically to monitor activity).
6. Flow meter in hydraulic unit (record periodically to monitor activity).
7. To remove pump or zone from service place its control switch to "off'.
Note: When three zone are in use the rest time is the same so the doses per day change to 5.3 doses
per zone per day at standard rest, and 8.8 doses per day per zone for peak enable rest time.
Page 224

SIEMENS MICROPROCESSOR -
INPUTS AND OUTPUTS
The simens microprocessor has inputs on the bottom and outputs on top. The two zone units have 6
inputs (0-5) and 8 outputs (0-7). The three and four zone has the following;
Output QO .0 .1 .2 .3 .4 .5 .6 .7 Q1 .0 .1
Input IO .0 .1 .2 .3 .4 .5 .6 .7 I1 .0 .1 .2 .3 .4 .5
MICROPROCESSOR INPUTS AND OUTPUTS
R
R
R
R R R
E
E
E
E E E
F
F
F
F F F
A
B
C
A B C
Input
Input
Input
Description
Output Output Output Description
IO
IO
IO
QO QO QO
.0
.0
.0
DOSE CUTOUT
.0 .0 .0 PUMP 1
.1
.1
.1
OFF LEVEL FLOAT
.1 .1 .1 ZONE RETURN
.2
.2
.2
DOSE ENABLE FLOAT
.2 .2 .2 FILTER 1
.3
.3
.3
PEAK ENABLE FLOAT
.3 .3 .3 FILTER 2
.4
.4
.4
RESET/CYCLE START
.4 .4 .4 FIELD 1
.5
.5
.5
PUMP 1
.5 .5 .5 FIELD 2
.6
.6
.6
ZONE 1 VALVE
.6 .6 FIELD 3
.7
.7
.7
ZONE 2 VALVE
.7 .7 FIELD 4
Input
Input
Input
Output Output Output
I1
I1
I1
Q1 Q1 Q1
.0
.0
ZONE 3 VALVE
.0 .0 PUMP 2
.1
.1
ZONE 4 VALVE
.1 .1 ZONE MASTER
.2
.2
PUMP 2
.3
.3
CURRENT SENSOR
.4
.4
HIGH LEVEL (OPTION)
.5
.5
AUX. INPUT 1
References: "REF A " is Two Zone Simplex System
"REF B " is Four Zone Simplex System
"REF C " is Four Zone Duplex System
Page 225

The input lights "X's" can be viewed at the top right corner of the microprocessor. If activated the
light will be "on". The output lights "Y's" can be viewed at the lower right corner of the
microprocessor. If activated the light will be "on".
DPI Startup Log
Line
No.
Design
Value
As -Built
Value
Description Number of Zones: —
F_1F__F_ BEDROOMS
I 2 FF GALLONS PER DAY
F 3 F__ TEXTURE GROUP
FF__F GPD/FT2 DESIGN SOIL LOADING RATE
FF__ VERTICAL LIFT TO CENTRAL UNIT
F F__ RUN TO CENTRAL UNIT
FF__ VERTICAL LIFT TO FIELD
RUN TO FIELD
TOTAL LINEAR FEET TUBING
10 F__F_
11 F_—F_ TOTAL HEAD LOSS (STATIC LIFT, SUPPLY, RETURN, HU, FIELD FLUSH)
12 F METER READING
13 F ZONE 1 LINEAR FEET OF TUBING
14 F ZONE 1 LONGEST LATERAL
15 F ZONE 1 NUMBER OF FIELD FLUSH CONNECTIONS
16 F ZONE 1 GPM DOSING FLOW RATE
17 F ZONE 1 GPM TOTAL FLUSHING FLOW RATE
18 F ZONE 1 RUN TIME
20 F__—F ZONE 2 LINEAR FEET OF TUBING
21 F ZONE 2 LONGEST LATERAL
22 F ZONE 2 NUMBER OF FIELD FLUSH CONNECTIONS
23 F ZONE 2 GPM DOSING FLOW RATE
24 ZONE 2 GPM TOTAL FLUSHING FLOW RATE
25 F ZONE 2 RUN TIME
27 F ZONE 3 LINEAR FEET OF TUBING
28 F ZONE 3 LONGEST LATERAL
29—� ZONE 3 NUMBER OF FIELD FLUSH CONNECTIONS
30 F ZONE 3 GPM DOSING FLOW RATE
31 F ZONE 3 GPM TOTAL FLUSHING FLOW
32 F ZONE 3 RUN TIME
34
F
�—
ZONE 4 LINEAR FEET OF TUBING
Page 226

35
F� ZONE 4 LONGEST LATERAL
36
F ZONE 4 NUMBER OF FIELD FLUSH CONNECTIONS
37
F ZONE 4 GPM DOSING FLOW RATE
38
�� ZONE 4 GPM TOTAL FLUSHING FLOW
39
F ZONE 4 RUN TIME
40
F DOSES PER DAY
41
F PEAK ENABLE CYCLE COUNTER
42
F HIGH LEVEL CYCLE COUNTER
43
CONTRACTOR STARTUP REPRESENTATIVE:
44
AMERICAN MFG. STARTUP REPRESENTATIVE:
45
DATE:
Note to Owner: Any changes to pump run timer should be recorded in manual on this page.
AMERICAN MANUFACTURING COMPANY, INC.
P.O. Box 549, Manassas, VA. 20108-0549 1-800-345-3132
Letter of Agreement for MONITORING - RETAIN FOR RECORDS
The System controller monitors the liquid level in the pump tank. In the event of a high level alarm or
peak dose enable condition, an alarm will sound.
The owner understands that as a condition of the warranty, the Manufacturer will monitor the system
during the warranty period for flow, peak dose enable conditions, high level alarm conditions, and
other mechanical functions which result in a high level alarm.
The Owner shall provide American or its dealer/representative with such access to the property and
system as is reasonably necessary for American to comply with the terms of this Agreement. As soon
as an alarm condition occurs, the owner shall notify the installer which condition occurred, the nature
of the condition, and where the system is located. The owner understands and will hold the installer
and manufacturer harmless for alarm conditions and other events beyond their control. Please
reference the American Manufacturing Company, Inc. warranty policy. American Manufacturing
Company, Inc. shall not be responsible for damages caused by any type of system failure or for soil
suitability, damage due to construction, use, acts of god, or other events.
Note: In the event of a power, pump, or other mechanical failure, the system should be designed to
provide at least an additional 1/4 day of storage capacity.
DEALER:
ADDRESS:
ADDRESS:
Page 227

Representative:
Date:
Date:
Serial No.:
Letter of Agreement for MONITORING - RETURN FOR WARRANTY
The System controller monitors the liquid level in the pump tank. In the event of a high level alarm or
peak dose enable condition, an alarm will sound.
The owner understands that as a condition of the warranty, the Manufacturer will monitor the system
during the warranty period for flow, peak dose enable conditions, high level alarm conditions, and
other mechanical functions which result in a high level alarm.
The Owner shall provide American or its representative with such access to the property and system
as is reasonably necessary for American to comply with the terms of this Agreement. As soon as an
alarm condition occurs, the owner shall notify the installer which condition occurred, the nature of
the condition, and where the system is located. The owner understands and will hold the installer and
manufacturer harmless for alarm conditions and other events beyond their control. Please reference
the American Manufacturing Company, Inc. warranty policy. American Manufacturing Company,
Inc. shall not be responsible for damages caused by any type of system failure or for soil suitability,
damage due to construction, use, acts of god, or other events.
Note: In the event of a power, pump, or other mechanical failure, the system should be designed to
provide at least an additional 1/4 day of storage capacity.
DEALER: OWNER:
ADDRESS: ADDRESS:
Representative: By:
Date: Date:
Serial No.:
AMERICAN MANUFACTURING LIMITED WARRANTY
For one year (12 months) after the date of purchase, American Manufacturing Company, Inc. will
repair or replace any product or portion thereof which proves to be defective due to materials or
workmanship of American Manufacturing. We reserve the right to repair or replace defective
materials at our discretion.
Page 228

THIS WARRANTY DOES NOT COVER THE FOLLOWING CONDITIONS:
1. Defects or problems caused by improper installation or maintenance of materials.
2. Abuse, neglect or accidental damage of products.
3. Normal maintenance or upkeep of products.
4. Lightning, war, floods, or other acts beyond our control.
5. Misapplication of our products for their designed purpose, or misapplication according to
local, state or national codes when in effect.
Defective or warranty materials must be returned to us or a place designated by American
Manufacturing. All returns must be accompanied by a return authorization number supplied
American Manufacturing.
American Manufacturing will in no way be responsible for any losses or damages incurred by failure
of equipment, parts or service. NOTE: Some states do not allow exclusion of damages so this may
not apply to you. There are no other warranties written or implied.
Page 229

Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikelgLashEngineering corn
Lash Engineering, Inc.
AMERICAN MANUFACTURING SYSTEMS
Maintenance, Monitoring, and Warranty
AMERICAN MANUFACTURING SYSTEMS
Maintenance of any package or drip dispersal system shall be performed by dealers or personnel
trained by American Manufacturing in order for any warranty to be in effect. Any service or
maintenance if not prescribed under the warranty policy shall be billed at the normal service rate.
AMERICAN MANUFACTURING LIMITED WARRANTY
For one year (12 months) after date of purchase, American Manufacturing will repair or replace any
product or portion thereof which proves to be defective due materials or workmanship of American
Manufacturing. We reserve the right to repair or replace defective materials at our discretion.
THIS WARRANTY DOES NOT COVER THE FOLLOWING CONDITIONS:
I . Defects or problems caused by improper installation or maintenance of materials.
2. Abuse, neglect or accidental damage of products.
3. Normal maintenance or upkeep of products.
4. Lightning, war, floods, or other acts beyond our control.
5. Misapplication of our products for their designed purpose, or misapplication according to
local, state or national codes when in effect.
Defective or warranty must be returned to us or a place designated by us. All returns must be
accompanied by a return authorization number supplied by us.
American Manufacturing will in no way be responsible for any losses or damages incurred by failure
of equipment, parts or service.
NOTE: Some states do not allow exclusion of damages so this may not apply to you. There are no
other warranties written or implied.
Page 230

AMERICAN MANUFACTURING OPERATION & MONITORING
If contracted for the first year of use, American shall maintain a log of all service and maintenance
events performed by American. The log shall include the following minimum information if known:
System location, design flow, actual flow, mechanical problem, site problem, percent flow variation
observed, cause of the flow variation, and duration of flow variation. Said log shall be reported to the
health department on request and shall be provided by the 15th of the month following the request.
SEPTIC DRIP SYSTEM
RESIDENTIAL
OPERATION AND MAINTENANCE
November 1998
The following recommendation was made for the normal operation and maintenance of a septic drip
system. The assumption was made that the system was sited, designed, and installed properly and
there are no limiting site conditions present.
DESIGN STANDARD
1. The system must be user friendly. The installation should provide for easy access of the
monitoring components without obstructions or the requirement for special tools or heavy lifting.
2. First visit within one month of occupancy to inform Owner of system and owner
responsibility for long term service. The owner has two basic obligations; 1) do not damage system
2) inform operator of alarm conditions.
3. One visit after first 90 days of operation. The visit to include the following:
o Sludge Judge the septic tank blanket
o Inspect the drip system hardware for operation
o Inspect system with operational checklist
o Check landscaping for interference with system
o Check water usage and evaluate usage compared to design
4. The inspection frequency should be set based on the first year evaluation. Future inspections
should be at least every 1 year or as permit directs.
5. In the event a wastewater strength problem is indicated by the one year inspection or any
other time, samples should be taken for wastewater strength.
6. Inspections should be performed at each real property transfer. Upgrade system as necessary.
Page 231

E
Lash Engineering, Inc.
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone:[phone]
mikelp_LashEn ing eering com
OPERATION & MAINTENANCE
AGREEMENT
Page 232

i
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
15A N 'AC 02T .0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
OPERATION AND MAINTENANCE AGREEMENT
Division of Dater Resources FORM: SFRWWIS O&M 08-13
Permit No.
Property owner(s) as appearing on the recorded deed:
Mailing address:
Facility address:
1020 Yellow Bee Rd.; Indian Trail, NC. 28079
461 Union Road, Matthews, NC. 28104
Irrigation Method: ❑ SPRAY ® DRIP
County: 4JN1 a N
NIKOLAY & NATALYA BOIKOVA
I / We agree to operate and maintain the single-family residence wastewater treatment and irrigation system as follows:
1. The Permittee is responsible for the operation and maintenance of the entire wastewater treatment and irrigation
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed.
b. The septic tank effluent filter shall be checked and cleaned annually.
c. Accessible sand filter surfaces shall be raked and leveled every six months and any vegetative growth shall be
removed manually. N/A
d. ❑ The tablet chlorinator shall be checked weekly. Wastewater grade tablets (calcium hypochlorite) shall be
added as needed to provide proper chlorination (pool chlorine tablets shall not be used), OR N/A
® The ultraviolet disinfection unit shall be checked weekly. The lamp(s) and quartz sleeve(s) shall be
cleaned or replaced as needed to ensure proper disinfection.
e. All pump and alarm systems shall be inspected monthly.
f. The irrigation system shall be inspected monthly to ensure that the system is free of leaks, that all irrigation
equipment is operating as designed, that vegetative growth does not interfere with the system inspection or
operation, that the soil is assimilating the disposed treated wastewater with no visible runoff or ponding, and
that no objectionable odors are being generated.
2. Failure to pay the annual fee shall be cause for the Division to revoke the permit pursuant to 15A NCAC 02T
.0105(e)(3).
3. The Permittee's failure to properly operate this system is subject to a penalty up to $25,000 per day. It
4. Failure to meet the permit conditions or violation of the State's surface water or groundwater regulations may void
the permit.
All owners appearing on the legally recorded property deed shall sign this Operation & Maintenance Agreement
I / We understand the above requirements and agree to these ternis as part of the issued permit.
Owner Signature: 'JA0 Date: Z _ f5: f 9
Owner Signature: \3� Date: U), A ---I -\C�
Page 233
FORM: SFRWWIS O&M 08-13 Page 1 of 1

ENVIRONMENTAL HEALTH REPORT
Page 234

FLOODWAY REGULATION
Page 238

Lash Engineering, Inc.
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone:[phone]
mikelp_LashEn gineering. corn
Boikova Residence
Surface Drip Wastewater System
FLOODWAY REGULATION COMPLIANCE
Table of Contents
1. NC. Surface Water Classification Map
2. NC. Surface Water Classification Report
3. Property to Floodway Distance
Page 239

NC Surface Water Classifications https://ncdenr.maps.arcgis.com/apps/webappviewer/index.html?id=6el2...
KC NC Surface Water Classifications Click a stream for more information
+ { �► Search Stream Name or Lac
1
f a�rv�c,y ttn
duck Creek
t.`
a�
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0.4mi-80.591 35.159 Degrees
0
City Of Charlotte, NC, Union County, Stz
Layer List
Page 240
1 of 1 2/11/2019, 12:21 PM

NC Surface Water Classifications
https://ncdenr.maps.arcgis.com/apps/webappviewer/index.html?id=6e 12...
1 of 2
Surface Water Classifications:
Stream Index:
13-17-18-3
Stream Name:
Duck Creek
Description:
From source to Goose Creek
Classification:
C
Date of Class.:
August 31, 1974
River Basin:
Yadkin Pee -Dee
What does this Class.
mean? More info
Page 241
1 of 2 2/11/2019, 12:16 PM

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DOCUMENTATION
Page 243

0 mom Roy Cooper, Governor
■� NC DEPARTMENT OF 5usi Hamilton, Secretary
■■■■■ NATURAL AND CULTURAL RESOURCES
w ONE Walter Clark, director, Land and Water Stewardship
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DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
1k 121 W. JONES STREET. RALEIGH. NC 27603g�- 16S1 MAIL SERVICE CENTER, RALEIGH. NC 27699
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