WQ0038694_Regional Office Historical File Pre 2018

r.. PAT MCCRORY
DON LD R. VAN DER F ART
Water Resources
ENVI ONMENTAL OUA41Tti S. JAY IMMERMAN
Director
September 26, 2010
CERTIFIED: MAIL
RETURN CEIPT RE91LESTED
THOMAS A. UNDERWOOD-• OWNER
405 SAPP Rol,
CONCORD, NORTH CAROLINA 28205'
Subject: Application No. WQ0038 94
Permit Application Withdrawal
10389 NC 73 F SFR
Single -Family Residence
Wastewater Irrigation
abarrus County
Dear Mr.Underwood:
In accordance with Ms. Date Unde ood's e-mail request made September 23, 2016 to withdrawal
the subject permit application, the Water Quality Permitting Section is retuming your application and
associated documents.
Please be advised that construction and/or operation of the subject facilities without a valid permit
is a violation of North Carolina General Statute 143-215.1 and may subject the owner/operator to
appropriate enforcement actions in accordance with North Carolina General Statute § 143-215,6,A- C. Civil
penalties of up to $25,000 per day per violation may be assessed for failure to secure a permit required by
North Carolina General Statute § 143-21 .1.
If you need: additional information concerning this later, please contact me at (1) 807- 453 or
natha iel.thombur (ncdenr. ov,
Sincerely,,
'Nathaniel I . Thornburg, Supervisor
Division of Water Resources
Enclosure
cc; Mooresville Regional Office, Water Quality Regional Operations Section
Michael Lash, PIS; - Lash: Engineering
Permit File WQ003894
State of North Carolina I Eivirtinniental Quality ] Water Resource* Water Quality PerrintfinS I Non -Discharge Pertnitting
1617 Mail Semwe Center ; RaleiSli, North Carolina 27699-1617
919 807 6464

State of North Carolina
Department of E,nvirournental QualitN
DWR Division of Water Resources
WATER QUALITY REGIONAL OPERATIONS I~ + EC TION
Division of Water Resources NON -DISCHARGE APPLICATION REVIEW 'IEW REQUEST FORM
August 19. 2016
'" '<4h
TO: MRO-WORDS: Andrev- Pitner ,° Core Basinger
From: Tessa Monday, Water C ualit fkernaitting, Section - Non -Discharge Permitting tinil
t4 , Mt,,
Permit Number: r: WQOO
Applicant: .l..hornas A. Underwood
neir TN Ite: Individual
FacilityName: 10389 NC" 7d l
Permit Type: ingle,_1warnity Residence Wastewater Irrigation
F"rcrleci 'fype: New, ProJeet
Owner in BIMS?No
Facility in IItlMSNo
Signature Authority: ity: Thomas A. tjnderi )od
Address: 4605 Sapp Road, CollCOrd, NNOr-th t:ttrX Ila ''82` 0 �
FeeCategory- Single-l-raraails R sidef - arm rss ewater- i halo
C cam men(s/Other Information:''his, is- a, big i rite` r l; . Please, r vicv
earliest. ,convenience.
Attached. you will find all information submitted in support p the above`-"r
et,narneut. and/oraction. Within d:i calendar days, please take Ilre f awv irtg ac.tio
X Relurn this fcaraaa ecrrttpleted,
0 Attach an Attachment B for Certification
r C"rrcanw t.'rabarrust
,vide comments1o, the CO'at your
ed application for your re0ew,
Return a completed staff report.
Issue an Attachment B Certification.
M lle )!eau receive this request form. please Nvrit.e your name and dales in the spaces beloNN. make ar copof this sheet. and
relum it to the appropriate: Central Off -ice ik'ater Quality permuting `section contact person listed above.
RO-WQROS Rcvieraer.

T RO RY
are+t^wNY
DON LD R. VAN DER VAAR
Water Resources
ENVIRONMENTAL QUA�ITY
? n 4 iel?€e.stnr'
,.
August 19, 201
TitoNlAs A, FwTt�'CtC lI
4605 SAPP RoAD
CONCORD, NORTH CAROIJINA 28205
Sub ec t- Acknowledgement o
Application No, WQ0038694
10389 NC 73 pa SPR
Single -Family Residence
nc
Wastewater Irrigation System
alaarrr s County
Dear Mr. Underwood:
d
The Water Quality Perraitting Section acknowledges receipt of your permit application and
supporting documentation received on August 18, 2016. Your application package. has been assigned the
number listed above, and the primary reviewer is Tessa Monday:
Central and Mooresville Regional ional Office staff will perforrir a detailed review of the provided
application, and may contact you with a request for additional information. To ensure ma inrrrrn efficiency
in processing permit applications, the Division of dater Resources requests your assistance in providing
timely and complete response to any additional information requests.
Please note that processing standard review permit applications may tale as long as 60to 90 days
after receipt of a complete application. If you have tiny questions, please contact
'essa Monday at [phone] or tessraarnonday@ncdenr. (,v
Sincerely*
Nathaniel haniel D. Thornburg, upermisor
Division of Water Resources
cc.; Mooresville Regional Office, Water ua[ity Regional Operations tions Section
Permit File WQ0038694,
State oaf nrth Carolina f Environmental Quality � Water resources I Water otaality Perntatfing ( Non -Discharge Peanatftttg
1617 wwwail Seralee Center I Raleap4r Noah ah C imbna "761)1). te,17
9198076464

'n� niuv""'rl
Mt. nt
ple
ti
USHwy
lip
MCINITY MAP - nts
011
A IJ
P t A
PROW.
Kate Underwood
ReOdence at-
4605 Sapp rood
Concord, NC 28025
salle: 1* = 1W
We 875-16
1"I EX N 1­4
MIL (),!lR'El""WULE

Lash Engineering, Inc.
Civil/Consnitin /'w1+'astewater/Plaiinin ;
1104 Cindy Carr Drive
Matthews, NC 28105
Phone [phone]
piik 4i
Lash Engineering, Inc,
Underwood Residence; Mt. Pleasant, NC
Surface Drip Wastewater System
Table of Contents
A. Cover Sheet
Table of Contents
Project Summary
B. Copy of Check for Permit .Q)
C. N .DW — Permit Application SFRWWlS t 1'-t
Dlu Existing Permit - N/A
E. General Warranty Deed
F. Soil Scientist Soils Report (Thompson Environmental Report)
1. Agronomy - Existing Soil Properties in Thompson Report
. Engineering Plans (Sheets I — 5 dated --1 attached
. Norweco Approval of Plans
H. Specifications
I . Product Specifications & Cut -Sheet
a. Norweco Approvals
. Norweco Brochure
c. Norweco Control Panel
d. Norweco Ultra -Violet tight
e. American Neta-Fire Tubing
f. American Headworks Unit
. American Pu urb Pump
h. American Control Panel, Duplex with Visual & Audible Alarms
i. Rdinbird Rein/Freeze Sensor
j. Shoaf 2,500g Pump Tangy
. Wastewater Facility Specifications

. Civil Specifications (Site Work)
a. 31 19 0 —Site Clearing
. 31 29 Cog Earthwork & Site Grading
c. 31 22 00 Site Grading
d. 31 22 16 Fine Grading
e. 31 23 16 Rock & Unsuitable Material
f. 31 29 99 Erosion & Sediment Control
g. 32 31 13 Chain Link Fences & Gates
h. 32 99 00 Planting for Bushes, Trees & Landscaping
is 32 92 90 Turf & Grasses for Site
jj 32 92 19 Seeding for Site denuded areas
k. 31 71 Cif} Pit Gravel Trails
1. 02920 Lawns & Grasses (for Disposal Areas)
rn. Seed Spec Summary (for Disposal Area)
1. Engineering Calculations
a. Hydraulic & Pollutant Loading Report (Influent & Effluent)
b. Sizing Criteria & Calculations
c, Total & Effective Storage Calculations
d. Friction & Dynamic Head Calculations
e. Demonstration of Maximum Precipitation & Annual Loading Rates
f. Deport for Auxiliary Poorer
g. Loading Rate Workbook Water Balance (from Thompson Report)
h, Perc-bite CalcTool American Manufacturing
i. Existing In -Situ Bail Analysis Deport (from Thompson Report)
. Residuals Management Plan
J. Map
. UB B Map
. General Map
c. Watershed Classification Map
. Watershed Classification- email
e. Watershed Classification Report
I. Operation & Maintenance flan
a. Norweco Initial Service & Pumping Program.
. Nor co Singulair Service
1 Owner Protection Service Program
2. Singulair System & Control Center
3 Bingulair Troubleshooting

. American Manufacturing
I. Owner's Manual
2. Maintenance, Monitoring & Warranty
d. Owner Wastewater Facility Maintenance & Management Manual
e. Operator Suggested Operation & Maintenance tenance Manual
L. State Form Operation & Maintenance Agreement
M. Cabarrus Health Department Subsurface Denial
N. FEMA Firrnette Map
Threatened or Endangered Aquatic Species Documentation
Also: 3 Sets of flans and original check are included in this submittal'_.

I -ash Engineering, Inc,
Civil/Consulting/NVaste%ater,/Plat'initig
It 04 Cindy Carr Drive
L Matthews, NC 28105
Phone: [phone]
!I)ik-c",Ill�'�,i,l,,ilei i,',',try J
PEL ,x R�2
Lash, Engi nee ring, Inc,
ft�ect Summary f6t
Underwood: NC.Hwy. *73
Cabarrus: County, NC.
"CF
I-en-g-
A Surface Drip Wastewater Disposal system is proposed because of the lack of
adequate available subsface soils either on or offsite. It has a presence of rock
along with a perched soil wetness condition. The site drains down toward an
existing jurisdictional creek. The storm water from the watershed directlyuphill
from this site is diverted away from this site by an existing ridge as the system is
being installed on a small, ridge within the watershed. The Watershed
Classification for this area is "WS-C", within the Little Bear Creek watershed and
drains specifically to air un-named tributary and is part of the Yadkin Pee -Dee
Basin. The system will consist of a new Norweco Singular Green Bio-Kinetic Unit
with a BioFilm Reactor Unit. An Ultraviolet disinfection unit, outside the BioFilm
Unit, is used to sterilize the effluent before it is pumped to the disposal site. A
Puturb effluent pump system inside the Pump Tank is recommended for this
discharge.
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
Consulting determined that a presence of rock along with, a perched soil wetness
W=

condition as the limiting fact r for the site. A copy of the Health, Department
"Denial Reporf" for subsurface is included in this submittal along with the Soil
Scientist Report.
The system utilizes a Norweco Controlanal 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 NEMAn l s that is setup for the floats, pumps
d internal monitoring of the system. A pr ram abl r -logic controller
(PLC) activates the discharge pump p through a program that self -adjusts these
operations based on actual wastewater flow into the processor monitored by the
PLC). The processor constantly aluat s 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 arenot a factor as the units are being
installed above the road, on a ridge and not subjected to flooding.

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VE: D �N C D E 0 T Vil R
State of North Carolina
DWR A U G 1 8 20 IlDepartment of Environment and Natural Resources
Division of Water Resources
Okwon of Water Resources Nqu-)n - D i �,, c ha el
15A NC AC 02T .0600 — ­LY RE SIDENCIE WASTEWATER IRRIGATION SYSTEMS
INSTRUCTIONS FO FORM: SFRWWIS 11-13 & 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, ISA NCAC 02T .0100
15A NCAC 02T.0600 15A NCAC I&k.1900, Division Policies and es. . allure to submit all required
_RLAE1jM F
items may result in the application being returned, and will necessitate additional processing and review time.
For more in ormation, visif the Water Quality Perniitting Sections Xon-Disc harge Perntitfing Unit uebsite at:
law -
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
the Applicant shall submit one
original and at least two copies of the application sand suppontmg, ,d
ocumentation:
_g�ocunleruation.
A. Cover Letter (All Application Packages)-
Z 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 Environment and
Natural Resources (NCDENR).
• The appropriate fee amount for new and major modification application packages may be found at: Standard Rev iewErpteget
Fees.
C. Single -Family Residence Wastewater Irrigation Systems (FORNI: SFRWWIS 11-13) Application (All Application Packages):
Z Submit the completed and appropriately executed Single-Farnily Residence Wastewater Irrigation Systems (FORM:
SFRWWIS I I - 13) application. Any unauthorized content changes to FORM: SFRWWIS I 1 -13 shall result in the application
package being returned. If necessary for clarity or due to space restrictions, attachment-, to the application may be made, as
long as the attachments are numbered to correspond to the section and item to which they refer.
El If the Applicant Type in Item 1.2. is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary cif Stale.
[I If the Applicant Type in Item 1.2. 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 11.2. 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 11 -13) application shall be signed, sealed and dated by a,North Carolina licensed Professional Lijgineen
* The Applicant's Certification on Page 6 of the Single -Family Residence Wastewater Irrigation Systems (FORM,: SFRWWIS
11-13) application shall be signed in accordance with I S.A NCAC 02T .0106 h . Per 15A NC 02T .0106(c), air alternate
_J -
person may be designated as the signing of if a delegation letter is provided from a person who meets the criteria in 15A
NCAC 02T kqQqN.
El If this project is for a renewal without modification, use the Non-Discharac System Renewal (FORM: NDS Rl application.
D. Existing Permit (All Modification Packages):
[I Submit the most recently issued existing permit.
0 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 0221T .0604Lej, 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
E] Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
El 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 5,,'k map. Lease agreements shall adhere to the requirements of I NCAC 011- .0107.
* Provide all agreements, easements, setback waivers, etc. that have a direct impact on the wastewater treatment, conveyance,
storage and irrigation facilities.
INSTRUCTIONS FOR FORM: SFRWWIS 11 - 13 & SUPPORTING DOCUMENTATION Page I of 4

K Soil Evaluation (All Application Packages that include new irrigation sites):
OPer 15A NCAC 02T .(LOQ4 L 121 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.
E] Note, if the soil evaluation was perforrited 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.
[D Field delineated detailed soils map meeting all of the requirements of the Soil Scientist Evaluation Polic
E Soil profile descriptions meeting all of the requirements of the Soil Scientist [;valuation Policy.
JZ 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 0 Exchangeable sodium percentage (by calculation) 0 Phosphorus
• Base saturation (by calculation) 0 Magnesium 0 Potassium
• Calcium 0 Manganese 0 Sodium
• Cation exchange capacity 0 Percent humic matter 0 Zinc
0 Copper 0 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 (KSA-1-') data that shall include at a nummum.-
• 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.
[D Soil evaluation recommendations shall include at a minimum:
• A brief summary of each map it and its composition and identification of minor contrasting soils,
• Maximurn 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 nicart 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 (ill/YT) for each soil/map unit within the proposed irrigation arms based
upon in -situ KSAr measurements form the most restrictive soil horizon. The recommended loading rate must be in
accordance with the `min LLe- Fam J I N, Resi d c n cc W aste watcr ling -ill _1011-511 I-LIL111 I 01111ni, &I t e Cal C L, I -11ti On P0 I I C N,
• A completed copy of the 5 jq_ '�Iruily, Residence Loading Rate ghL-L onnation, Potential
(i.e, Project Inf
Evapotnuispiration, Precipitation, and Irrigation Area Calculations).
6, Engineering Plans (All Application Packages):
• Per - 15A NC',-kCCi2T �.0)604�c D, submit standard size and I I x 17-inch plan sets that have been signed, sealed and dated by a
' North Carohna licensed Professional Lnuincer.
• At a minimum, the engineering plans shall include the following items:
0 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 pjofile 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 Nvitbin 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.
INSTRUCTIONS FOR FORM,- SFRWWIS 11-13 & SUPPORTING DOCUMENTATION Page 2 of 4

H. Specifications (All Application Packages):
Per 15A NC A('-CU�6_L_ L)4Lc )(.2), submit specifications that have been signed, sealed mid dated by a North CaTol'iia licensed
Prot ssional Enaincer.
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 treatnient/storage/irrigation unit, as well as all piping, valves, equipment (i.e., pumps,
etc.), nozzles/emitters, precipitation/soil moisture sensor, amfible/visual high water alarms, liner material, etc.
• Site Work (i.e., carthwork, 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 he labeled with preliminary phrases (e.g., FOR REVIEW (. NLY,
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.
1. Engineering Calculations (All Application Packages):
Per 15A NCAC 021'r 0604(,c submit engineering calculations that have been signed, sealed and dated by a North
Carolina licensed Protssioual linkLinecr.
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 cure analysis for each pump used.
Manufacturer's information for all treatment units, pumps, irrigation systern, 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 reconiniended rates,
Demonstrate the specified auxiliary power source is capable of powering all essential treatment units.
A properly completed and executed Residence Loading Rate %�,,orkbook-.
JSite Map (All Application Packages):
Per 15A NCAC (0-21 1`� 0604 d , submit standard size and I I x 17 -inch site maps that have been signed, sealed and dated by a
J--)
Norio Carolina licensed Proof ssioriatj,=.,i2LLii.cc�i-iLl�dor Professional 1,anLt SLtj-% c-or.
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 sealed 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 show-n on all irrigation sites,
* The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, takes, 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 I �A NCAC 021- 0107f ij and .0 1 W
* Setbacks as required by
* Site Property boundaries within Stilt) feet of all wastewater treatment, storage and irrigation sites.
* All habitable residences or places (A"Public assembly within 500 feet of all treatment, storage and irrigation sites.
K. Operation and Maintenance Plan (All Application Packages):
• Per i 5A NCAC 021- .0604(o, submit an operation and maintenance (O&M) plan encompassing all wastewater treatment,
storage and irrigation systems that at a minimum shall address
How to perfurin routine inspections.
A maintenance schedule.
A troubleshooting guide.
A layman's explanation of the wastewater treatment, storag
e and irrigation systems.
A crop maintenance and management plan.
• Note a final O&M Plan may he submitted with the partial and/or final Engineering Certification required under 15A NCAC
Q2.'T.Qj_.L0, however, a preliminary O&M Plan shall be submitted with each application package,
L. Operation and Maintenance Agreement (All Application Packages):
Per 15A NC AC OQ4(, submit a notarized ation and Maintonance Auivement that has been signed and dated by
jij�ip�j,
all deeded property owners.
INSTRUCTIONS FOR FORM: SFRWWIS 11 -13 & SUPPORTING DOCUMENTATION Page 3 of 4

M. County Health Department Denial Letter (All New Application Packages):
Per '5 " 1A N("AC 021' `0604lg), provide a written letter from the local County Health Department denying the site for all
subsurface systems.
4. Floodway Regulation Compliance (All Application Packages where any portion of the wastewater treatment, storage and
irrigation system is located within the I 00-year floodplain):
Per 1 5 A N('A(' 02T 010 c rovide Nvritten documentation from all local governing entities that the facility is in
compliance with Arfic1c 21 Part 6 43 3 of the (jeneral SULuCS (i.e., § 143-215:51 . through § 143-215:61.).
0. Threatened or Endangered Aquatic Species Documentation (All Application Packages):
* Per 15A C'AC 0-1-F 01,Q submit documentation ftom the Departtnenfs,iggam demonstrating the
.q�u�nflljerj�lqw llr��
'presence or absence of threatened or endangered aquatics 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 15 A NC A (0 11, .O I 10.
P. Other Environmental Permits (All Application Packages that include stream or wetland crossings):
Per 15A N(";%,(-' 0-21- '0,10;(c)E) �, 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/ccrtifications�
f)ix ision ofWaler Resources's Surface Water Protection Section — Wctlands 40 C Certification
South Atlantic Division — Nationwide I ? or Section 404
Per 15A NUAC 021' ,0105tc,"( , this application shall be considered incomplete or the resulting permit may be issued
conditionally, if a pending issuance of any of the aforementioned pennits/certifications directly impact the facility herein.
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
[Ly U.S. Postal Service: By Courier/S2eciat Delive n
1617 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
]INSTRUCTIONS FOR FORM: SFRWWIS 11-13 & SUPPORTING DOCUNIFNTATION Page 4 of 4

State of North Carolina
DW'R Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
15A NCAC 02T.0600 - SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
FORM: SFRWWIS I I - B
I. APPLICANT INFORMATION:
1. Applicants name as appears on deed, contract or lease agreement: Kate Underwood
1 Applicant type: Z Individual El Corporation El General Partnership
3. Sign
ature authority's name: Thomas Underwood pert 5A lNtC AC 02T-J71 Title: Owner
4. Applicant's mailing address: 4605 SappRoad
—
City: Concord State- NC, .1 Zip: 28205-
5. Applicant's contact information:
Telephone number: [phone] Fax number: Email Address: kateunderwoo&.,cesilds.com
11. FACILITY INFORMATION:
I. Facility name: Wastewater Facility for Underwood Residence
2. Facility status: El Existing or Z Proposed RECEIVED,,�'NCD",!Dv'v,"R
3; Facility"s physical address: 1.0389 NC.11 .#73 E ° Mt pleasant NC. 28124
City: Mt. Pleasant State: NC. Zip: 28124- County; Cabarrus A UG J. 8 2 016
4. Wastewater Treatment Facility Coordinates: Latitude: 35,2337" Longitude: -80' 24'09"
Provide the following latitude and longitude coordinate determination information: Unit
Datum: NAD27 Level of accuracy: Nearest second Method of ineasuremenc Unknown
5. USGS Map Name. Mt. Pleasant
111. CONSULTANT INFORMATION:
I. Engineer's name: Michael Lash, PE. License Number: # 14265 Finn: Lash En inecring, Inc.
Engineer's mailing address: 1104 Cindy Carr Drive
City: Matthews State: NC. Zip: 28105-
Telephone number: [phone] Fax number: (_) ®- Email Address: trail el�ia'la hen ineerin�.cCi
2. Soil Scientist's narne: Larry Thompson License Number: 41292 Firm: Thormison Environmental Consulting
Soil Scientist's mailing address: P.O. Box 541
City: Midland State: NC, Zip- 28107-
Telephone number: [phone] Fax number: Email Address:
IV. GENERAL REQUIREMENTS — 15A NCACO2T ,O 100:
1. Application type: 2 New E] Major Modification El Minor Modification
If a modification, provide the existing permit number: WQOO and most recent issuance date:
2. Application fee: S. 00
3. Describe the origin of the wastewater and provide a brief project description: 100% Res i dent i a I
4wastewater flow- 480' GPD
I FORM- SFRWWIS 11-13 Page I of 6

�IV. GENERAL REQUIREMENTS — 15N NU AC" 02T.,0100 (CONTINUED):
5. Using -1 5A N C'A(' 021 T .0 114, explain how the total was tevvater flow was determined:
Establishment Type Flow Basis Flow Number Flow
Per Unit of Units
Residential - 4 bedroom house gal/day 120 4 480 GPD
gal/ GPD
T_�tal �480 �GPD�
6. Per _UA NCA(.'02T,!j)()5jc ()),,if the project includes any stream or wetland crossings, what is the status ofthe following
applicable permits/certifications?
Permit/Certification Date Date Permit/Certification No. Agency Reviewer
Submitted Approved
Nationwide 12 or 404
Wetlands 401
T What is the nearest I 00-year flood plain elevation to the facility? 548,1 feet mean sea level. Source: GIS-FRIS
Are any treatment, storage or irrigation systems located within the I 00-year flood plain?E] Yes or E No
If yes, has documentation of compliance with Article 21 Part 6 ol'Chapter 143 of the G.S. been providedE] Yes of No
V. DESIGN CRITERIA AND SETBACKS — F5,A N(,'AC'02'F.0605 & ,0606-
1, Provide the estimated influent and design
ed effluent concentrations from the engineering calculations to verily conformance
with 15A NC'A(' 021 _S)fjO)5 for the following parameters:
Estimated Influent Designed Effluent Minimum Required
Parameter Concentration Concentration Degree of Treatment
(monthly aver! el; Prior to Storage
Biochemical Oxygen Demand (BOIJ,)i: 300 mg/l 25 m,&T,'] < 30 mg/I
Total Suspended Solids (TSS) 80 mg,11 25 nag/ I 30 mg/I
Ammonia Nitrogen (N113 N) 3 5 in g/l 10 mg/l 15 15 mgA
Fecal Coliforms per 100 nil 5 200 colon i es/ 100 nil
1 Per I�A N(',,k(_02'j'L)Qn_cj, is the effluent placed directly in contact with GA classified groundwater? [] Yes or E No
If yes, have predictive calculations demonstrating such placement will not contravene GA groundwater standards been
provided?E] Yes orE] No
3. Per I �A INVA(' 02"1" .0605 d i, are any of the treatment or storage units excavated into bedrock? El Yesor Z No
If yes, has a 10 millimeter synthetic liner been provided'? E] Yes (Plan Sheet. — & Specification Page: __) or [:] No
4. In accordance with I iA N('A(' 02'1",Q(, M",e , are any earthen treatment and storage facilities provided?E]Yes or E No
5, In accordance with I ,A NCAC 0'_'U! !�fffl ,have any by-pass or overflow lines been provided?Yes or E No
6. If any treatment, storage or irrigation systems are located within the 100-year flood plain, in accordance with I iA N('AC
L)2 which systems are of and what measures being taken to protect them against flooding? N/A
7. In accordance with I �A _NC .AC 0-"j-(L6L5fh_), has an operation and maintenance plan been submitted? E Yes or No
8 In accordance with 1�A N(',AC' 02'F,0((A0 how Will restricted access to the irrigation system be provided? Fence
Are all treatment units and control panels locked to prevent entry? E Yes or [] No
9. In accordance with liik N('A(' 021 .0605UJ, do the designed irrigation loading rates (see Application Item VIIA-) exceed
the soil scientist recommended loading rates (see Application Item V11.3)? Ej Yes or E No
10. In accordance with 1 7,A N(,'A('0)1',o60_5_(k), does the septic tank design adhere to 15A NV AC 18A, 1900?E]Yes or E No
I FORM: SFRWWJS I I A 3 Page 2 of 6

V. DESIGN CRITERIA :AND SETBACKS— 1 f A 02T Wiltnitf c�r606 (CONTINUED):
TINU
I l . In ticordarice with 15 w NVI ( €,� t,l l3 what is the specified method of disinfection Ultraviolet
If chlorine, sped%° contact detention time provided: : _ minutes and where contact unit occurs,
If UV. specify the number of banks: i, total lamps: I and maximum floww, capacity: 50 GM
11 In accordance with ;15 „M Vt 0 1.06 �, Lrii), has a min tnum of five days of storage based on average daily flow t e a
the pump of float and inlet invert pipe been provided? E Yes or C3 No
11 In accordance with 15A `?l a it ir. rl_..06�0`.(to, have all tanks containing pumps been provided with audible and visual alarms
that are e: ternat to any: structur es (flail Sheet. Specification Page. ) or [I No
law In accordance with 15., '� ('A 02-F_ rrF?ik ;to , has a precipitation or soil moisture sensor been provided?
Yes (plan Sheet Specification Pape. ) or o
15. In accordance with N tt_ € ;' 1 ..06 pl, has a rnininturn of 18 inches of vertical separation between the apparent
seasonal high water table (I-iWT) and the ground surface been provided? Z Yes or No
16In accordance with 15.A.,.. t „ (7 021 i?i t(wrvW, has a minimum of l2 niches of vertical separation betw ecn any perched
seasonal high ww°ater table (SI-I"4 T) and the ground surface been pt vided? E Yes or N
17. In accordance with I �A r Ar U], L,0605�t.. does the d s rr d arittual loadinS rater caed tI inches? �*es or Nei
18, Does the project comply with all setbacks found in the river basin rules (L 0 B 010i,)? Z Yes or o
Ifno, Iist non -compliant setbacks:
19, Per N iA.,.N ( A(' 021 0606, verify setback compliance by providing the minimum field observed distance (f) firorn the
facility's i °lotion system and treatinentstorage units to each listed setback parameter Gate. Distances greater than 500 feet
shall be marked N/A)
Setback Parameter Irrigation
atin Treatment
nt
Any habitable residence or place of assembly tinder separate ownership or not to be N/A /A
maintained a art of the ro°ect ells
Any habitable resilience or place of ssembl ° owned by the Perm tree to be maintained as N
rail of the ro"ere side
Any private or public -water supply source too, too,:..
Surface waters (streams — intermittent and perennial, perennial wwaterbo ies, and wetlands) too, 1001
Groundwater lowering Glitches (where the bottom ofthe ditch intersects the SHIVVT .) N/A
Subsurface groundwater lowering drainage systems l/
Surface water diversions (ephemeral streams, waterways, ditches) N/
Any well with exception oftnonitoring wells too, 100,
Any property, lire 50, so,
Top ofslope ofembankm nts or cuts oftwo feet or more in vertical height WA
Any water lure from a disposal system N/A
Any swimming pool N" A
Public right of ay
Nitrification field NI
Any building foundation or basement 15,
20. Are any setback waivers proposed for thisfacility? Yes WED No
Ifyes, in accordance with _I i w ' .. r " B .:vtri tit,t% .l. submit the appropriate setback wvaivets (t � ti wl I � �� wa ��� wf that
have been notarized„ signed byP all parties involved and recorded with the County Register ra Deeds. Waivers involving die
compliance shall be in accordance with N 5A ^ag."A 6.21..,. Q1 o-.
Page t
FORM: SFI^ WWIS 11-13 Page 3 of 6

VT WAFI`EWATER TREATMENT & STORAGEFACILITY DESIGN:
1. Type of treatment system-, 5ecjank/Norwec
. Provide the requested infonnatio t
for each treatment/storage unit and its associated mechanical equipment:
a PRE1,1MINNARY PRIMARY TREATMENT (i.c.4 physical removal o r to ra ):
Treatment Unit
l�n. trf
aurrfaetur r r
Illrrrerrslrorrs {ft(/
Volume
Plan -Sheet
p i cattrrrr
Units
Matti -jai
S acing$in
l`Reference
Reference
Other
O
y
[
as eco Singular
�
0�y g
10.J.�g
0 p
ryry
.7
pry j
i'a+.,3
Green Bio inetic.
..�..
Select
Select
b SECONTI.)AR EAT E
f (i.e., physical, biological and recirculation processes),,
Treatment Unit
fin. aaf
Manufacturer r or
I rrrrensrr rrs (it)al
'trite
"lan sit t
ifiration
darts
Material
Reference,
Reference '
orwareco Beta -Kinetic
1
BioFilter Reactor r
5'x4'
800 gird
1 3
Pg.53
Select
elect
Dp SpFECTION
Treatment Unit
�ua o
Manufacturer car
Manufacture
Dimensions t
"Volume
IT arc Sheet
e t ieafinn
Units
Material
al
Reference
Reference
Ultraviolet
l
Norweco
**x6l. '°
50
l
P .7
Select
d, PUMP/STOR AGE
TANK:
Manufacturer or
Noof
ive
PlanSheet
Specification
Material
Units
Dimensions (ft
Volume T� lum
Storage
Reference
al rxl
rtas
haf
1
1 6"6"
2500 2500
5,5
4
Pg.95
e.. PUMPS;
LocationI*ttrtr
n c►f
PurposeeIva
ManufacturerI
Ca act
Tarr Sheet
Specification
s
t114I TiiII
Reference
Reference
Pump Tank
!
Lift through Disposal
Putarb
11 A 58,0
4
P .90
Location
No. of
Units Served
Manufacturer A
Capacity
Flan Sheet
Specification
BlowersI
e
CIReference
Reference
Location
o of
f Hate e ed
Manufacturer I
W er
Ilan Sheet
p crfreatrran
Mixers
"1 a
lr
Reference
Reference
FORM: SFRWWJS 11- l Page 4 of 6

VII. IRRIGATION SYSTEM DESIGN:
1 Are there any artificial drainage or water movement structures within 200 feet oft the irrigation area? Yes or E No
If yes, please explain ifthe Soil Evaluation addresses artificial structures and indicate if these structures are to be maintained
or modified:
2. What is the proposed cover crap? Rye & Fescue
1 Soil Evaluation recommendations
Minimum Observed Recommended Recommended
Soil Series Fields within Soil Area Depth to SIIWTLoading Rate Loading Rate
t ,- in/hr inl r -
Badirt 0 N/A N/A N/A
irk ey >2 0. 098 24. 21
. Irrigation System Information (Note — this table may be expanded for additional fields):
Area Dominant Designed
Resigned ' Latitude a Longitude I Waterbody
Field
Rate
Date Stream Index Classification
(acres) Soil Series
(I NIS) (DMS)
(in/hr)
(i /yr) No.'r
1
0.54 I arksey 0.098
24.21 35` 23' ifs" -SO- 30' 09" 13--17-31-5-1 U
F 1l
A`Cx1�
Total
l
kt�,Y �<.4,�5'.k�.i't�h�,.t}rl filyzr�,.. �in, `;
?ci•�?t�?`�tu��t\� X}, i"v. 4"i�.�a„`, �� ! �,t �. � ��F�, �ilk.++�t�. t; � �t S � 3 {k �,
.0 2. �}�z :. t�e�'..5�*
rorL r. .4�b..,it .t?�C�i�:": .v.�l ..
Provide the following latitude and longitude coordinate determination information:
Datum: N D27 Level of accuracy: Nearest second
Method of measurement- Unknown
For assistance determining the waterbody stream index, number and its associated classification, instructions may be
downloaded at: ht ;3`! rtal.ta do ar,car< a r!a � irruf`applic:�tisan
# rep nacnt .
Spray Irrigation Design Elements
Imp Irrigation Design Elements
Nozzle wetted diameter: ft
Emitter wetted area:
9,0 ft'
Nozzle wetted area, ft-
Distance between laterals:
4.5 ft
Nozzle capacity; GPM
Distance Between emitters:
2 ft
Nozzle manufacturer/model: /
Emitter capacity:
0.61 GPFI
Elevation of highest nozzle. f:
Emitter manufacturer/model
Neta m / BioLine
Specification Deference:
Elevation of highest emitter:
673,2 ft
1,3 }(U xf4i;4e-
t? 4 1x q z r \z 4 {�
�'3zzll �
eCif�atlQn Deference:
kar}}.�������tSi.�'r4'���',a'�"xjj`t,t",$i��l��`'s��£+ttt�i `k1ti?`z�\`r1�2, w�=?�� �\� c,���fi u"�•t�%�L" t
FORM: SFR'VVVVIS 11-13
Page 5 of fa

Professional Engineer's Certifhrathtnl
prof c ss s I o n a �1�,,n
that this application for
name from Application Item 111.1.)
ffacilftN� name from Application Item ILL)
has been revie-,ved by me and is accurate, complete and consistent %%ith the information supphed in the plans, specifications,
engineering calculations, and all other supporting documentation to the hest of my knowledge, I further attest that to the best ofrn�
knowledge the proposed design has been prepared in accordance Xvith this application package and its instructions, as -well as all
applicable regulations and statutes, Afthough other professionals may have developed certain portions of this subinival package.
inclusion of these materials under my signsture and seal signifies that I have reviewed this material and lla%-e Judged it to be consistent
with the proposed design,
Note- [it accordance oith General Statutes 1143,2L and L4 any person tNho knowingh, rnakes am, false statenient.
representation, or cettification in any application package shall be guiltx of a Class Z rnisdemeanor. which ream include a fine not to
exceed S 10,000. as %% ell as civil penalties Lip to S25,000 per violation;
North Carchina Professional Frigincer's seal, signature, and date:
Applicant's Certification pvr 15.E N(ALUOILDAfati,
1Signature Authoriql,'s name &
n Application Item 13.1
that this application for
ii`a�ilit)' name from Application treat ILL)
has been reviewed b%, me and is accurate and complete to the best of my know'ledge I understand that an), discharge of wasteNvater
from this nori-discharl; gv system to surfece tNatezc or the land will result in an iminediate enforcernent action that may include civil
penalvies, ittlunctive reheE and or criminal prosecution, I vvill retake no clann against tire Division of t� ater Resources should a
condition of this permit be violated, I also understand that if' all required parts ofthis application package are nc)t completed and that
if all required supporting infonriation and attachments are not included, this application package will be returned to me as incomplete.
i further cettiff that the applicant or any affiliate has not been convicted of an tnvironmental crime, has nor' abandoned a wrtstevkater
facilfty Nvithout proper closure, does not have an outstanding civil penaltN where all appeals Noe been exhausted or abandoned, are
compliant Nvilh anN actike compliance schedule, arid do not have an% overclue annual fees per 1, A' M"', `F
,'Note, In accordance'o,'ith General Statutes L I b.A and ]_1L,_w
2, i ,= duff person who knoN%ingk makes anN false statement.
representation, or certification in any application package shall he gtult� of a Class 2 misdemeanor, which mas, include a fine not to
exceed S 10,000 as well as civil perraft re up to S-15,0�00 per vicklation,
Signature�,._Date:
Page I a
FORM; SFMV%V1S 1 1-1 -3 Page 6 (if 6

TAX STAMPS: $14SAO
Propstvd by 14. L Ruthi W
TAX 10: 5690212562
NORTH CAROUNA
WITNESSETH.-
FILED
CABARRUS COUNTY NC,
WAYNE NIXON
FILED Feb 27, 2015
AT 04.24 pm
BOOK 11306
START PAGE 0038
END PAGE 0040
INSTRUMENT # 04295
EXCISE TAX $145.00
F av

0 W
ff"I rz 1 U NOW,
For back reference see Book 38% page 412. Also see the Estate of Glenn D. Medlin
File 14785 in the Office of the berkof suoeeior Court for Cabarous County. i
to HAVE MOTO HOW the abresaid lot or parcel of [And and all privilegles
and appurtenances theroto belonging to the Grantee in fee sirngle�
IN TESTIMONY WHEREOF, the Grantors have hereunto set their hand and seal,
the day and year first above written.
Glenn D. Medlin, Jr.
427q±�� _ AL)
,(SF
K&a-r S. Medlin
ay awn Medlin McCormick
Individually and as Executor of
The Estate of Glenn D. Medlin

STATE OF V (,
COUNTY OF
Notary Public for said County and State, certify that Glenn D. Medlin, Jr. and Kaaren
S. Medlin personally appeared before me this day and acknowledged the due execution
of the foregoing instrument
;)"
Witness my hard and seat thi day of 015.
Ike Notary Public
s y Commission expires:
Ito
STATE OF
COUNTO' OF —(C
a Notary Public for said County and State, certify than... Gay Dawn Medlin
cCormicl individually and as Executor of the Estate of Glenn D. Medlin personally
came before me this day and acknowledged the due execution of the foregoing
instrument.
Witness my hand and seal this th day of February, 201 S
00 Notary Public
0
A.
ago
My commission expires:
.gig ... .i...t%

SINGLE FAMILYIWASTEWATER
IRRIGATION - SOIL SCIENTIST REPORT
Und nvood Tract
1,0389 NC Highway 73 East
Mount Pleasant, NC
Cabarrus County
Prepared for. -
Thomas and late Underwood
4605 Sapp Road
Concord, NC 28025
Prepared by;
Tho 4 1, i
Thompson Environmental Consulting, ;, Inc.
PO Box 541
Midland, NC 28107
70 4-301-4 8
May 4, 2016

This Soil Scientist Report is submitted as a site assessment of the Underwood Tract,
located at 10389 NC Highway 73 East in Mt. Pleasant, North Carolina (Cabarrus County
Parcel Identification Number: 56802125620000). The Cabarrus Health Alliance (CHA)
denied. the request for an Improvement Permit for a four -bedroom house. As a result, the
landowner is considering a surface drip wastewater disposal system for a four -bedroom
house. Thompson Environmental Consulting, Inc. (TEC) has been retained to conduct a
soil investigation for the system in accordance with state rules 15A NCAC 02T, 0600 (2T
Rules) for a single-family surface drip system.
The property is currently undeveloped and vegetated with a mixed deciduous forest. A
single jurisdictional stream was identified in the southeast comer of property. TES:
conducted a preliminary field survey on March 10 and 17, 2015. After that investigation,
a Preliminary Soil & Site Evaluation report was generated detailing the lack of suitable
area for a subsurface septic system. After discussions with the client, TEC was retained
to investigate the site to determine suitability for a surface drip wastewater system.
INVESTIGATION METHODOLOGY
Soil borings were advanced over the subject property with a hand auger and their
locations shown on the, attached figure. Observations of the landscape (slope, drainage
patterns, etc.) as well as soil properties (depth, texture, structure, seasonal wetness,
restrictive horizons, etc.) were recorded. Saturated hydraulic conductivity (KSAT) tests
were performed using a compact constant -head permearrieter (Amoozerneter). Tests
were allowed sufficient time for the Amoozemeters to generally reach steady-state,
FINDINGS
For the purpose of this report, the proposed, surface drip area is limited to the area
surrounding the five (5) soil borings, that were classified as "Provisionally Suitable for a
Drip Dispersal System". The Cabarrus County Soil Survey has two soil series rnapped in
the vicinity of this area, the Badin soil series (Clayey, mixed, thermic Typic Haptudults)
and the Kirksey soil series (fine -silty, siliceous, thermic Aquic Hapludults). A soil series
determination was made by, comparing the soil boring descriptions to the NRCS Official
Series Description (OSD) and the soil is best described by the Kirksey soil series, The
presence of rock coupled with a perched soil wetness condition was observed as the main
limitation. Boring 23 was chosen as the typical profile description for the soils
comprising the proposed surface drip area, and is shown in Table I. Numerous other
shallower soil borings were completed to better evaluate the soil variations of the study
area. Full boring descriptions are appended.
Underwood Tract I Mqv 4, 2016

Table L Ty :cal soil profale description of the Kirksey soil series observed at site
Horizon
Horizon Depth Color Texture Structure Consistence Clay Mineralogy
(inches)
Ali 0-6 15Y 7/4 SIL 1, wf, gr vfr Non -Expansive
Bit 6-15 15 Y 7/6 SICL, 2, ni, ate k ft Slightly Expansive
c,2,13 2,5Y 7,14
Bt2 15-29 2,5Y 7!8 SICL 2, sir, aEk f, Slightly Expansive
c,2,D 2.5Y 4/8
c,2,D 10YR 7/3
BC t 29-38 2.5Y 6/4 SICL 1, Nvrn, sbk fil Slightly Expansive
7.5Y 6/4
1 OYR 6/1
C 3845 2,5 Y 618 SIL 0 fi Non -Expansive
10YR 7/2
10YR 6,,8
R 45 ROCK
HYDRAULIC CONDUCTIVITY MEASUREMENTS
Seven (7) KSAT measurements were performed throughout the proposed drip dispersal
area to assist in determining a loading rate. The clay textured subsoils of the Bt horizons
were estimated to be the most restrictive horizon. Four (4) KSAT tests were perfortned in
the most restrictive horizon to determine the waste water application rate (Tests 1-3, 7).
Three KSAT measurements (Tests 4-6) were conducted in the A horizon., which proved to
be less limiting. Test 6 was not used in calculating the geometric mean or the annual
hydraulic loading rate,
Table 2 presents the results for the tests. The geometric mean for the most limiting
subsurface lirifizon (Bt) was 0.098 ii-Ar. The data results of all the .SAT tests performed
are listed in Appendix B and locations noted in Figure 1.
(hiderwood Tract 2 May 4, 2016

Table 2:
Test
number
AT tests results, borizon and q2tb, of test
Horizon Depth of test (inches)
Measured KSAT (in/hr)
I
13t 16
1.169
2
fat 16
0.056
3
Bt 14
O.056
4
A is
2.198
5
A 13
1 A09
6
A 13.5
14310
7
Bt 18
0,169
The annual hydraulic loading rate was calculated utilizing the North Carolina Division of
Water Resources (NCDWR) Single Family Residence Loading Rate Workbook (SFR
LRW). The equation used to determine the annual hydraulic loading rate was:
Maxinnitri Allowable irrigatiob --- PET + Drainage Rate � Precipitation
Where: PET = Potential Evapotranspiration
Drainage Rate = Limiting Soil KSAT x Drainage Coefficient)
Mean monthly precipitation and temperature data from 1971-2000 was provided by the
State Climate Office of North Carolina for local weather station 311975 Concord. The
8 of percentile monthly precipitation was calculated and used for the rainfall component
and evapotranspiration was calculated using the Thorrithwaite method,
The geometric mean of Ks.,AT test values were modified by an appropriate Drainage
Coefficient to determine the Drainage Rate. This coefficient reflects the influence of
several parameters including: variation of permeability within a soil, rooting habits of
vegetation, drainage characteristics of the site, and long-term changes in soil permeability
due to wastewater application. With consideration to the above parameters a Drainage
Coefficient of 0.05 was used, resulting in a Drainage Rate of 0.1176 inches/day and an
annual hydraulic loading rate of 24.21 inches. These results are included in the attached
SFR Loading Rate Worksheet (Appendix Q.
Based upon the results of the site investigation, the annual loading rate, and our
professional experience, the following;loading rates are recommended-,
• Annual Loading Rate of 24.21 inches/year (0.465 inches/week)
• Instantaneous Loading Rate of 0.2 inches/event
Undem,00d Tract 3 Miv 4, 2016

The calculated annual loading rate of 24.21 inches (0.465 inches/week) is within the
allowable maximum annual loading rate range of 1, 9.5-26. 0 inches per year for Soil SFR
Loading Rate Group B.
0233MMEMEHMMM
The area required for a four -bedroom house with a loading rate of 0.465 inches/week is
approximately 11,609 ft'. The total estimated area available for disposal is in excess of
20,000 ft2 and should provide the necessary space for disposing of the effluent from the
proposed four -bedroom house. A I 00-foot setback should be maintained between the
drip dispersal area and any drinking well. Setbacks from the drip dispersal area to the
property line will need to be 50 feet and the setback for the treatment units to the property
line being 50 feet as well. A I 00-foot setback is required between the dispersal area and
the stream and a 50-foot setback is required for the treatment units and the stream.
Composite soil satriples; for the proposed irrigarion area were sent to NCDA&CS
Agronomic Division for a fertility analysis. This report will be appended with the results
fbr the fertility analysis when received ftont the NCDA.
As noted in the SFR LRW, the maximum allowable annual wastewater irrigation rate is
24.21 inches per year, which is within the SFR-C loading rate group irrigation range of
19.5-26.0 inches per year. The proposed loading rate of 0.465 inches/week will generate
an annual loading rate of 24.21 inches, Considering the surface horizons observed over
the irrigation area and KSAT values, an instantaneous loading rate of 0,2 inches/event is
recommended.
Approximately 11,609 ft2 of usable area is required to support the irrigation field. The
tract evaluated has adequate soil area to accommodate a surface drip system, with an
estimated total area in excess of 20,000 ft', The findings presented herein represent
TEC's professional opinion based on the soil and site evaluation and knowledge of the
current laws and rules governing surface irrigation for on -site wastewater systems in
North Carolina, The North Carolina DWR must issue the final pertnit. Any concurrence
with the findings of this report would be made at this time,
Undervi,00d Tract 4 Mqy 4, 2016

APPENDIX A
Sail Evaluation

DeWmerit Of EnvtrOnment, Head, and Natural Resources
DivWon of Environmental Hearth
On it Wastewater Section
cz_
Address
iS
proqr'xxsed i- a "aity P ,")esfgn, Pow
Ltion of Site '773 E"o, s'-4--
oca
Water Supply-,
j lndNWual 141XZell
Evaluation Me#10d:
"Aiv, Bork ]Pit
Type of Wastewater x p"I", "
i jo4'�Wa�je Industrial Process
Description In*a, sP
ital ystem apwr Q—teM
em
Lyste- Type(s)
Other Factors (1946)'
So# Evaluation By -
Others P(eSent-r
Site Classification (. 1948):
Site Evaluation By
Others Present:
P"e
Pmperty ID -
Lot
File
AppllI
ffm
Date Evaluated:
Properpr Slze;
ProPertY Recorded:
Spring Other
Cut
M*e4

*r

"MUMMOVIO-1]
Hydraulic Conductivity Test Data

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. . . . . . . . . . .

SATURATED HYDPAULkC htCkVLMVM' SlU0Y
Koloumomow
Date:: 427r2C16 4W"the CwAm n S��rrtS..
Number::. Y.
}9aNeon:'. B3
iaepfbIfthesB IB.R: 3 cgs Targat'u Ulf LeW 152 &v
Eem .irn Bdg nnrrrp Wawa LewM 152 sit
Hole Celliir:.: 457 163 Ercirnp Wat r Lwel 152 60..
He e :' 12.7 50
Head 152 60
CHT Tl bak*sj "ftmg:.. - 43,2 170 Hcsle dameter (d): 60 cix
HoW radwg irZ 25
VaNv Nev'og +'tu+m � � k ,s3,.;. caefftmMA D 00"136
r
,.ON 2-GN
NOTE: itead.ga bawd on Eroejg 4' te, tmvel
Ccaws FacW tC F l' 105.0 Saw, ..SSwtT'me�.
2%!!L'�IOV* Tea:;
water -. Cc' rn -:: - Cha ter Ctcc* 5tap TmxF Vo4.ma. Q K .: K :.
Roodog�, Water Level C F . Time l mm) MIN oM37 (m3thr) Eda^r.h€) ssry M
`n t'T'444 00 tiia 9}nfli s
4 5 1050 }''t � 3300 472 SDD 6591 09761 03843
t C ICA, a 1500 105 OOD 4200 0 4M 01879
3 1 5 c s?.7z a s �Lrs
s s i}�,{ 1609 905600 4200 04372 iS t97g
09 YGS R r r u t 1600 54 600 3780 04296 01691
i f$j, 1r i OR 106 R �i,;t~�� 15,00 94.5W 378.0 0,4295 01691
$ t a's10st t 1500 N 5g4 378,0 04295 61691
s 5 p 5 y 94 500 3Y6.R R 4295 D 1691
°
R ;y t, i 4u
94,500 3780
0:4295
016917

Single mily Loading ate Worksheet

FR®LRW _p

Project Name: 'Underwood Tract
Location of Temperature Data: Station:: 311975 - Concord
Starting Year of Data Record: 197
Ending Year of Data Record. 2000
Period of Record (years): 3
c,,O"rrp of nata' qtnto r.timma riffira m(,.
Site Latitude (degrees) 35.39 within range
Calculated PET: ` 33.16 inure
SFR-LRW -0

e
Project dame: Underwood acid Tract
Location of Precipitation Data: Station, 311975 y Concord
Starting Year of Data Record; 1971
Ending Year of Data Record- 2666
Period of Record (years): 30
Source of Data: State Climate Office
Both Percentile Annual Precipitation: 53.25
Mean of Mean Percentile
Monthly Annual Monthly!
Precipitation Precipitation Precipitation
January 4.26 9.01 4,60
F'ebrua ; .46 7. 6 3,92
March 4.46' 9,47 5,04
may 4.00 646 4.56
Jung 4T36 ` 9.22 4, 1
July 4.66 9.73 5.16
u ust 3.58 7,57 4.0
e tembar 4,33 9.15 4,67
October 198 8AI 4.46
November 3.46' 7. 2 3.90
December ember .28 6.93 3.69
Total 47,30 166.00 5125
a R-LRW -0

ADDENDUM
Single i Residence Wastewater Irrigation System
Soil Scientist Report
Underwood Tract
10389 NC highway 73 East
Mount Pleasant, N
Cabarrus County

This update is submitted as an addendum to the Soil Scientist Report, dated May 4, 2016,
and submitted as a site assessment of the Underwood Tract located at 10389 NC
Highway 73 East in Mt. Pleasant, North Carolina (Cabarrus County Parcel Identification
Number: 56802125620000), The Cabarrus Health Alliance (CHA) denied the request for
an Improvement Permit and as a result, the landowner is considering a surface drip
wastewater disposal system for a single family residence. Thompson Environmental
Consulting, Inc. (TE"leas been retained to conduct the soil investigation for the system
in accordance with state rules 15A NCAC 02T. 0600 (2T Rules) for a single-family
surface drip irrigation system.
Soil Fertilipy Analysis
As required by the above state rule, a representative soil sample must be collected and
submitted for Standard Soil Fertility Analysis. A composite soil sample from Area I was
sent to NCDA&CS Agronomic Division for analysis. The results for the fertility analysis
are typical for a Piedmont soil and are included within.
Supplementing the original Soil Scientist Report with this addendum should fulfill the
necessary information required for the Soils Report.

.. . . .... .
r.govlagronomi/ Report No. F-SLOO1804
Soil Resiftio ft Mehfich-3 Extraction
Sampled: Received: 04/2V2016 Completed: 05/05)
Client: Larry Thompson Advisor -
PO Box 541
Midland, NC 28107
Sampled County: Cabarrus
so
be found, find the closest match and adjust the rate accordingly, Refer to "Understanding the Soil Report' (last page of this report) for additional explanation and links to helpful
Information.
Lime Rec2!pW2n4jtjons N-P& F21fIfiZqr,RecommendatJons
Crop I- Lawn (not centip.) 80.0 lb per 1,000 so ft
Crop 2- Lawn (not centip.) 0,0 to per 1,000 sq ft
Lime History: Test Results: Optimum
pH = 4�9 -- pH ran�e
10 55.5 8,0
20 Itis per 1,000 sq ft 5-10-6
20 lbs per 1,000 sq ft 5-10-5
Phosphorus Index (P-1) = 17
Potassium Index (K-1) = 57
870
Below Optimum 0 ptimum Above Optimum
Additional HM% W/V CEC Mn-I Zn-1 Cu-I S-1 * If you cannot find the fertilizer recommended here, choose one From the
Test 0,32 0,98 112 152 94 39 27 same Group (A, B, C or D) listed on the last page of this report.
Results: g/cm3 meq/100 cm 3 Note- This soil test does not measure nitrogen (N) levels. N fertilizer
recommendations are based only on needs of the designated crop.
North Carolina Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission,
Thank you for using agronomic services to manage nutrients and safeguard environmental quality,
- Steve Troxfor, Commissioner of Agriculture
TCAVK� 0 ITUM f M'd (�tWIM0,%kMW

:DA&CS Al mic Division Phone: [phone] Wobsite- www r.goviagronomil Report No.
Larry Thompson Page 2 of 2
Fertilizer
Soil tests do not measure nitrogen (N) since it is very unstable in sells; the N recommendations provided on the soil report are
based on plant needs. If soil -test P-1 and K-1 values are adequate (>50), only nitrogen is recommended- Group D below, A mixed
(N-P-K) fertilizer is recommended if P-1 and
K-I values are less than optimum- Groups A - C below, Although a specific fertilizer grade may be recommended (e.g,, 5-10-10),
other equivalent options are likely to be available (e.g., any fertilizer in Group A from Table 1).
Tips on Fertilizer Application
To determine how much fertilizer to buy, estimate (in feet) the length (L) and width (W) of the area to be treated: L X W = sq ft
Square off curves to make estimates easier. If the recommendation is 20 ib per 1,000 so ft and your area is 5,000 sq ft, then you
need 100 to (20 x 5) for your 5,000-sq-ft area.
Calibrate your spreader according to manufacturer settings. Apply half the total rate in one direction, apply the rest at a 90'
angle. This cross -hair pattern provides a more uniform application.
After application, sweep up any fertilizer on hard surfaces and apply to fertilized areas so rainfall does not carry fertilizer to a
storm drain,
* Since these rates suoo1v 1 lb N 49-1119WAI.I.&PA
CC
cation exchange capacity
CU-1
copper index
HM%
percent humic matter
Mn-1
manganese index
pH
sojl pH
S-1
sulfur index
SS-1
soluble salt index
WN
weight per volume
Zn-1
zinc index
Time F�irttl"r Application to doincift
with Plant Growth Cy0e:
Sermudagraw May, july, Sept
Cenfipedegrass� May
St. Augustine grass'. Mayj August
Tail fescue: Sept, Nov, Feb
zoysrw May� July
Flower shrubs: pnor-to plapting or during
the growing season
Vegetables: prior to planting
ME=
A HorneowqeL�,� (jQ)Lde to Fort Llqtr
Late 4 Fetttfizatjor? of Lawns (211rdens
Ornamentals
Carolina Lowns
SoLi Aridity and Ltmrrtr : tsata
-E_—
Ln&)rrnatio,fj for Fanners & Gardeners

EFFLUE
DISCHARGE PUMP
Gravity fed
from UV Light
AOLET LIGHT r I. PUMP TANK
I'ELECTRICAL CONDUIT
HYDRAULIC
UNIT

na uiuutitj w
kLVE Calculations
140,
1 R FT 1� r
VE BACKWASH TH 120
ItiPUTURB1 112+ OR _ 11 �._,..
PLITURB1 122W
102.1' TDH 90080
VE
7
0
I i
50 e.
,30
40
20
l
I
4.7 gpm 9.2
987'
NOTES FOR FIELD 'I T1. REGIONAL SOIL CONSULTANT
TO REVIEW WITH FINAL FIELD LA'
INSTALLATION. THEIR INPUT IS I
LIMITED TO DEPTH OF LINE MM
COVER AND ADJUSTMENT OF LC
MAINTAIN FLAT GRADE.
. NONE OF THE DRIP TUBING
W171-11N 100' CIE THE TOP OF BAlb
. NONE OF THE DRIP TUBING
WITHIN50'OF E PROPERTY LIN
4. BLANK AND SOLID TUBING CA

r "' r f f- �f -r � f fff r 'r • r r� r
r' r r r r r r r r r r • rr r;
r r r r �' : f'; r. rrf •t r t rrr-� r r r r'
• r ff r r' r* s r �'-r r r r r'' r f r r r.<
rrr'r r ' r • r r f � r. r f .r ,' • rr s
f • r'- r r f frr �• ' f r r r r rr
r
f ' f' rrr -f r f • ' r � r� r' 1� ' f r • 'r
r r� r► ^• r r• � r fr r r + r r
r r ": ' f , r r r •: f. f r f f r f:: ' '. ! r r f f
f- f r -r .�' � r f' •rr '• r
ff f-MEN
r r- rf •f f r r r � f • f� � a
f • r r �f
r ' f' r' fr► 'r f .°f' f .f r ff r � r' sa r
r • r r� r r
f r
r, r
,1^11
1101:411-m
Y t i +• . In
1 M
sM Y # F .-1 l y VIM y et
r
lot
1 /2" f
P V 4'
PVC
RAM ADA
ADA
DRIPPER her
LINE P

RE: Underwood Surface Drip Wastewater Facility
PaulCannon
Wed 6/8/2016 11:30 AM
ToVichael Lash <[e-mail]>;
Mike,
Our labeling and set up looks to be correct for the Norweco part.
Thank you for your time,
Senior National Sales Represeniative
Norweco Inc,
220 Repubkc, Street. NorwaC)hno U,S A, 44857
P (419) 668,4471 F (419) 663,5440
www.norweco.com
From: Michael Lash [mailto:[e-mail]]
Sent: Saturday, June 04, 2016 6:02 PM
To: Paul Cannon
Subject: Underwood Surface Drip Wastewater Facility
Paul, this is a surface drip wastewater facility for a 4 bedroom residential house at 480 gpd. Because its surface drip I need the full
treatment with the UV Light. Please review and get back with me.
I've also sent a set of pians, out to Larry Thompson the Soil Scientist, Jesse at American, and Tim Barbee is pricing it out for the client.
Let me know if you see anything you'd like me to change. Once I make these final revisions, I'll be submitting to the State.
If you have any questions, please just call.
Thanks,
Mike
Lash Engineering, Inc.
Michael Lash, PE.
014-847-3031
mikelPlashertaineerina.com
This message may contain confidential, proprietary or legally privileged information. No confidentiality or privilege is waived or lost by erroneous transmission, Ifyou

Lash r iiigin erin , Inc._
L Matthews, NC 28 105
C ivil/Consulting/Wastewater/P tanning
1104 Cindy Carr Drive
Phone; 04- 4 - CA I
E
,.. ....ra w._.
SPECIFICATIONS
Table of Contents
1. Detail Specifications & Cut -Sheets
. Norweco "Controlled e on tration" for Sub -Surface trot
b, Norweco Brochure
n Norweco Control Panel
o Ultra -Violet Wit
. American Neta-Fim Tubing
t, American Headworks Unit
. American P turb Pump
hd American Control Venal Duplex with Visual & AudibleAlarms
i. linbirRain/Freeze Sensor
. Shoat 2,500g Pumpand
k. Wastewater Facility pe i bons.
2. Civil Specifications n (Site Work)
, 31 1 Site Clearing
br 3120 00 Earthwork & Site Grading
=. 14265
. 3122 00 Site Grading
da 3122 16 Fine Grading"
. 3123 16 Ruck & unsuitable retrial
t, 3125 00 Erosion & Sediment Control
g. 32 31 13 Chain Link Fences & Gates
b. 32 90 00 Plantingfor Bushes, Trees, & Landscaping
i. 32 92 00 Turf & Grassesfor Site
2 92 19 Seeding for Site - denuded area
d 34 71 00 Pit Gravel Trails:
1. 02920 Lawns & Grasses for Disposal Area
m. Seed Spey Summary (tor DisposalArea)
f

NORTH CAR OLINA 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-R I
Issued To Scott Hetrick
Norweco, Inc.
220 Republic St.
Norwalk, Ohio 44857-1196
419-668-4471
Fax: [phone]
For. -
Approval Date:
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 gInd, and 1,500 gpd Model TNT Systems and the Singulair Green Bio-
Kinetic with Hydro -Kinetic Bio-Filin Reactor advanced wastewater pretreatment
units for 500gpd and 600gpd Model TNT Systems
March 23, 2007
March 13, 2015 Addition of Singulair Green Bio-Kinetic unit and Hydro -
Kinetic Bio-Filin Reactor
In accordance with General Statute, 130A-343,15A NCAC 18A . 1969 and 1970, as 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.
A. Scope of this Controlled Demonstration Approval includes:
I . Design, installation, and operation and maintenance guidelines of Norweco Singulair Bio-Kinefic
systems to meet TS-1 or TS-H effluent standards in accordance with Rule 15A NCAC 18A. 197(Y.
Refer to Rule .1970(a) Table VIII — Effluent Quality Standards for Advanced pretreatment
Systems for treatment performance levels.
1 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 system,,, 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)

BCD WS-2007-01-RI
March 13, 2015
Page 2 of 12
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 (BODj, 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 pernutted 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).
11. System Description
The Norweco Singulair Bio-Kinctic with Hydro -Kinetic Bio-Film Reactor advanced wastewater
pretreatment units Model TNT systems consist of a three compartment tank with the first�Lmeng c E�p�ras a
, —c
RES!Keatnilxirik, the second coTnpand nem as an extended aeration t-in , and the third corn artrnent a
final clarification t The �flio-K�i- �istern �isinstajjc-djn the. th _!WLd-"tmpaLtr ,Uent. The third
final clarification
a flow equalization device installed at the tank outlet end. The Norweco
Hydro -Kinetic Bio-Film Reactor follows the Rio -Kinetic unit. The Hydro -Kinetic Rio -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-fI systems, the
selected disinfection device shall be installed after the Hydro -Kinetic Bio-Film Reactor.
Ill. Siting Criteria
A. Sites maybe 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 property. 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-Kinctic with Hydro -Kinetic Bib -Film: Reactor systems and associated

CDWS-2007-01-R]
March 13, 2015
Page 3 of 12
drainfields shall be sited and sized in accordance with Rule .1970 for TS-11 systems. Drip irrigation
systems used with Norweco Singulair Bio-Kinetic with Hydro -Kinetic Biqa -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).
V1. Design Criteria
A. The Norweco Singulair Biro -Kinetic with Hydro -Kinetic Biqa-Filror Reactor TNT systems shall be
designed in accordance with the following criteria.
13Prior 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 follorvmg limitations gop die�sin flow are a livable:
�esigu FI o's' Limit
System Model Design Flow Limit
Singulair TNT-500 500 gpd
Singulah-TNT-600 600 gpd
Singulair TNT-750 750 gpd
Singulair T NT- 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--]
1 For TS-11 systems, a Norweco UV disinfection unit or aBlue Crystal disinfection tablet feeder ,aid
Bio-Max dechlorination tablet feeder shall he provided.
4, A Norweco Hydro -Kinetic Bio-Film Reactor will be installed following the SingulairBio-Kinctic
TNT systems for both TS-1 and TS-11 models, For TS-11 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 he collected 'from the outlet end of the disinfection unit or a tap on the
drainfield force main- Th a should, be located before the spin filter for dr ems. The
ne i_ P should
located
me spin
s c mp a c Is c ark
rinser 's in Y.
preferred location of the tap n th p Tut �nk a �nas. �e Sample collection shall
not commence until at least 30 seconds of continuous discharge through the sampling tap has been

CUB'S-2007-01 -R I
March 13, 2015
Page 4 of 12
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 con.junction 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 dai ly flow from the tipper
a ' counts for at least the last 3�_'a s.
9, The drainfield dosing tank shall be a state -approved tank sized in accordance with Rule . 19521(c).
10. Effluent from Singulair Bio-Kinetic with Hydro -Kinetic Bias -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 Mica -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
Mica -Kinetic with Hydro -Kinetic Bio-Film Reactor TNT system installations that include an
effluent pumping station to a pressure manifold or LIT 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 stem, th",Qw,
monitorinaca rlit,,shaflbeprovu� toLtht-wrxo
L_ _Nm
12. The Singulair Bio-Kinetic with Hydro -Kinetic Mica -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-Fitin Reactor TNT systems shall be designed by a
Norweco certified designer or North Carolina Professional Engineer.
VIL 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
(I.HD) prior to beginning construction of the Singulair Bio-Kinetic with hydro -Dinette Bio-Filin
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-11 systems
C. All Singulair Bio-Kinetie 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.

CLAWS-2007-01 -R I
March 13, 2015
Page 5 of 12
E. Watertightness of the tanks and any dosing tanks shall be demonstrated by either a 24-hour water
leak -age test or a vacuum test conducted at the installation site. A water level char ae_gf 1/2 inch or
jume �=
_qXer 24 hours, or visual observation of leakage shall be cause for failure of the N atertigbiuss
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 Pica -lined c with Hydro -Kinetic Rica-
Film Reactor TNT system and all associated system components. The LHD personnel and the ORC
will attend and observe the inspectionistart-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 flydro-Kinetic Bio-Film Reactor TNT system shall be classified, at as
minimorn, 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, hic., its authorized representative, or
with a manufacturer authorized certified operator as per Rule . 1970. The system shall be inspected by
a Grade 11 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 systern. 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 as rnimmum, observe, monitor, and record the following:
I . Proper operation of system aerator, noting any unusual sounds or physical appearance.
I Air flowrate for the system aerator.
3. Solids level in the aeration chamber.
4Clarity 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,
S. Drainfield pump delivery rate (drawdown test), determination of the average pump run firne,
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,

CDWS-2007-01-R]
March 13, 2015
Page 6 of 12
11, Logging all work performed on the Service Pro website.
E. The OR C 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
I - All sampling shall be done in accordance with Rule J 970(n)(3) and (5).
1 All systems shall be tested for effluent CBOD5, TSS. NH4-N, and fecal coliforms. Systems
specified to meet TS-11 shall also sample the effluent for TN. Influent shall be tested for BOD5
and TKN.
3. Influent samples shall be taken front 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 ORS' shall alert Norweco, the LIJD, and the system owner within 48 flours 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 OTC 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 ranks shall be Pumped by a properly permitted septagge management firm, and the septage
handled in accordance with 15A NCAC 13B 0800.
6. All maintenance activities shall be logged and recorded in the OR C reports provided to the LHD.
H. Reporting
J. 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 VIIIX) and VIII.E,
c. Results from any laboratory analysis of any influent and effluent samples,
ol. 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,
21. Proposal for Evaluation and Reporting
a. The manufacturer shall maintain a contract for evaluation of the perfonnance of the, controlled
demonstration wastewater system with an independent third party laboratory, consultant, or

M-w"Mu" MIP^-!M
March 13,2015
P407 of 12
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 teens of strength, durability, and chemical resistance to loads
and conditions experienced; recc)mmended areas of applicability for the system-, and any
conditions and limitations related to the use of the system.
K Upon completion of the research and testing protocol, prior to Norweco completing ally
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 at maximum of
five years of the effective, date of the first Controlled Demonstration System Operation Perrout
(CDSOP) issued pursuant to this approval, the approved third party shall prepare as 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 'rKN', effluent
CBOD, TSS, NH4-N, TN, and fecal coliftwins,
- 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 LLD for the proposed use of
this system. The LHE) shall issue an Improvement Permit or Authorization to Construct or amend a
previously issued Authorization to Construct allowing for the use of a Singulair Biro -Kinetic with
Hydro -Kinetic Bits -Film Reactor TNT system.
B. The Impn',weinent 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

CDWS-2007-01-RI
March 13, 2015
Page 8 of 12
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 B io-Kinetic with Hydro -Kinetic B io-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 infori-nation required in "Requirements for Submittals of Soil Reports and
Pretreatment and/or Dispersal System Designs".
F. It is recornmended 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.
GA 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.
If. 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.
1, For sites required to be evaluated by a Licensed Soil Scientist or Professional Geologist (see Section V
and fX,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 CDR C shall be present during the final inspection of the system prior to the issuance of the
operation perrint. 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 3 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:

Fags 9 of 1
Label is 4.75" long by 1 a5" tall.
NON -TYPICAL SEPTIC SYSTEM
SINGULAIR CONTROLLED
DEMONSTRATION.
GRADE I WW OPERATOR >R O UIREII

CDWS-2007-01-RI
Fags 10 of 12

CDWS-2007-01-R]
Match 13, 2015
Page I I of 12
SINGULAWr BIOXINETICO SYSTEM
EFFLUENT GRAS SAMPLING
PRMEDURES AND GUIDELINES
(5bridaixt 146thods for Ore Eyartubiatibn offtlet and ftstewaf& ZVEd)
* During Singulair system installation, the effluent pump
chamber should be located as close as possible to the
Singulair system outiet to eliminate a long effluent sewer
tine 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
Singulair tank and the pump chi her must be 2"above
finished grade to prevent dirt and debris from entering
the chamber when the covers are removed
• The effluent sewer fine 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 -failing sample to
be collected,
I M,
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 handOng 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 far each sample to be taken, Noorrally.
only one sample bottle is required for BOD 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 remainder of 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 systern and the effluent pump chamber
should be dearest using a 4"-6" diameter bristled brush,
Soap and water or a liquid detergent solution should he
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.

CDWS-2007-01-RI
March 13, 2015
Page 12 of 12
6�1
16111 ml
dollocted. Ptoper stwago and sample preseNation is
essantial duting "nspodation,
m6am

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ALIC'EPIE CI BY W4
6'AEL TH6�ti)tlt:, kT:IN'.➢I)t ATEI PLANT
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AND ONE HALF INCHES fTEEt,;W TANK
lop
ON ITN NE FPER IP'S;, IAp I. ATKrNS, F t EB-;.S
MUST BE USED T(k EXTEND AERAT'()R.:
MOUNTING RISEN, ANI Y 610 WNr:8`I(;'
INSPECTION COVER ON I"'RU`tF;FATMENT
v,VITHNNT°A/Fq VF fll(NOF GRACE.
REMOVABLE ABLE. C OVE KS TAN RISERS ARE
EACH SECURED UO PREVENT
UNAUTHM RDa Eta Ar r ESS:
L. ONTAC—r THE' LOC Ai I..Ir;I,.`. SE
SINGULaAIN' CTIATRIBTUTCiH!"O
ELECTRICAL REQUIREMENTS
I WE) HEREBY CE„RTet" Y TFI,AI THDE
DFZA'v"CPNG HAS BEEN (.' -SEC KED,ANE:IS
APPROVED FOR US.zE. IN CONFORMITY
WITH THE (,' 0NTTlAL' r i O,)(,, ,➢MENl S..
[Tail" E`
EEEAN'INEA HAS E3fi..EwN CHECKED AND IS
APPROVED FLAN Ih E" IN a;CTNr(.)RMlT'"
WITH THE CONTRACT ITOCUN* N TS.
■
I
I

120 VOLT --10 c 60 Hz - 20 AMP SERVICE
NOTE: AERATOR, PUMP AND INTEGRATED SYSTEM CONTROL PANEL MUST BE PROPERLY GROUNDED,
IIMN
-
f EXTERNAL RESET SWFrCH
xON ON ON OPT
AUX
EHUTRNN
1ulxt CONTACTS
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@ -77 CONTROL AERATOR PUMP AUX 2
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POWER EFFLUENT. AERATOR CONTROL CONTROL CONTROL
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>I AL ND T±L, PART NUMBER:
(D A '+ L,NCA T E 20A N1 P C�RCLq' BRE AK FE°A=HAIN SFCb,IlAi i "()UL E"1A O 1 lRE HIJh Rf,,At ED norvvsoa
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WIRING DIAGRAM A- 42
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AT 1500

AT 1500
U\/
disinfection system
reduces
�)acteria
levels to
nneet strict water
qualityThe
starldards
Interlock Switch
.. .......
.....,....----------
NEMA 4X Electrical Enclosure with
Internal Ballast
Inlet
i
Turbutence, Inducer
t
r e
Solid State Circuit Board
UV Bulb
a
c ,
.. v, Yi lR
Simplified Wiring
Quartz Sleeve
J i.
S
'Ion Cover
Outlet
S Disinfection Chamber
Dual -Pass Design
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Wc arc corr"uniod to h0Wnr,,,
you Pecp ;may aistorners sKt
and the env dIa,,,,,-,'rk, "the
4 'Jiv
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LAUnraNaK, MR) for
dishOccibon amplyabons,
Consider the acts-
i""I"It""',�"i"""n asnaes the =egThy of the
hyalmelq prare5s. Ali 'quid QuOng Through
7he syste"i o n is tome by the UQ lamp owe
c�n, aaV bx* up
Uns dvubaes the exIousure to U! qW. anc! jveauv
ifnpr,,,.c,,r�s �rsmitmem.
* AD WcOnA ccwMwnen5 a"; cmated in a NEAV;
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SKLUEN! Orh scrEvys to sfa; The pndcou:,---
arnp is de'llned and IMIM! 1* he
supenoF to compehlhve products CLOTerWy "sed in
cmite xNastonater treatmert L',,,,olls, is
,-ind .E disinJe(non
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qlasketed eiecmc�n.,[ enc!c,'we lo anne maxmYnin,
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DKOnoon OLOWY is an,red oy a t:oinova",
rensm sohd th 6curt b , a a t ,,, e, n, ",, � n a H y
runkoo svewn periormancE A cLarent sensing
WIWI asTOWSOHy giVQ inWediate WWWWn
Lan in =0 and rn=ak The einve 0c,'
to pxuavdu adchhonal twatmem
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can be �Qss th'�st-" ch,,rniica�
feed synens, aniA rtectir�inq chernicat.
planhave, 7he cmUly mahuenance requdement
Pernabanog ot vwkhon Co.,,
* Can be uscA zo elmikaze vontam&arn no! readdi,
Fen -IOW! by chromical treame"r. Amanced
ti-re AT.. sweri "oth ozone cor
HO to emove cyornital reywa!o podUrtants, sunh
as cenalp
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comprehensive protection, gUaranteed
Tl,,, A,-F w"J"cr'n
sen,�fc, mn r y -t 3 1 s, L� r I i.. i i i 1 c, 1
norwecoa
220 Repubhc Stfeet
Nurvvalh, (Ahio, 11,S, A, 44857-11`5E,
Nt 419,668,447 t
FAX 419,6�'6,3,5440

Famk�# �Vpwjinvl
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 BOCK and 30 mg/L SS
4,321 GPD — 8,640 GPD (6 GPM) with a 10 mg/L BOEM and 10 mg SS
UV I)OSAGE — The AT 1500 UV disinfection system provides a UV dose greater than
40,0W rnicrowatt�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 iencased within a transparent quart
sleeve to isolate the bulb f rom the flow stream.
ALARM � A current sensing circuit autcithatically monitors performance of the UVL�
bulb and provides constant assurahce of proper operation. The system can also be
monitored externally.
DIMENSION — There is a 1 inch distance from the tube to the chamber wall of the
AT 1500 UV disinfection system,
HOUSING — The systern is contamed Within an ABS housing that is carboni�
impregnated for maximum durability, The internal subassembly can easlly be
tembved for cleaning of )the quartz!�eeve,
0

UV OISINFECTtON S"TEM
!NSIALLATION AND OPERATION MANUAL
The Model AT 1500 Wdisinfection system consists of the
fallg components-,
1)
conbV4 Ondotu re
*w ABS riser 001s
4)
Turbuferidetnduw
I
0)
4"ASS outiet couph
0)
Disinfi5ctionchambe
.n
LlVlamp(bulb)
8) UV Wbasseftt� with
anodized aluminum
ftme, quartz stseve
and 7�6� sheath
Subaswnbfy hAOdW
1Q) 01016OWd grease (6 g)
i nese compOnerIts should be WWi6d by the installer,
0) 1wPropyl alwhbi
7) #14/2AVVG
ele�OW oAbI6
8) Conduitandftngs

v MSLY
T i�GRADE
FINISHED
4- MIS
CUT HAMXE
RISE PP
AW RISER
PIPE TO LENGTH
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CUT AND U?
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;
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CHAMP ,
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UV SYSTEM
Su"Saf-MeLy
USE KANDLE T
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INTO DISPOTCTfON
RISERCHAMWR
TRIM AAA
Use a hacksaw to cut along the trim lire on both the
N
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www.norwecl

DISCONNECT SWITCH WIRING

WRAVIOLET DISINFECTION (Coot.)
t Insum power �sfurnod off at ihedisconnedtWtch &in
the main iwvjt�6 pan6j,
-2. Use a soft darnp cloth to ca�ljymho down the sheatn.
1 Use lsoproWl aWhot on a soft dothi to tarefUffy namove
difficuft stairts I" fingerpniots or biological fOrn,
The system is detioned to proVide long soMi�o tile. it 1�
rewnift*oded that ft UV IaMp, be nWoced every two years
longer OWminate when the lamp needs repjacod� UV
Wit The: UV tomp o0owift tylorduly Wfi" is tva�
to tho envir"toent. losure ow ow uV tamps am
dloosood of M a r0001109 contor.
ALARM CIRCUIT
The Mot[61 AT 1600 tytt#rn jr, eqUjpoe4 With a cu"nt
tenting cirtuft to n�r the UV lamp perfd�n(:e, if the
UV dWM6�n system ala" to a S&vjoe pto contcj cente�
11 LWj12j#VA1*K4#--111--1W_ no"I IM1101 I
MANUFACTUREDBY NORWECO, INC.
r,,,,morweco, NORWALK,OHIO
U.S.A. 44857
WWW.norweco-com

SECTIONCROSS
OF BIOLINE
DRIPLINE
ioline dripper inlets'
are positioned in the
center of flow where
water is the cleanest
6AINETAF M TM
APPLICATIONS
f 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
• Tripper flow rates: 0.4, d. or 0.9 GPH
• Dripper spacings: "I ", t " or 4" dripper
spacings and blank tubing
• Pressure compensation range:7 to 58 'psi
(stainless steel clamps recommended above
50 psi)
• Maximum imum recommended system pressure:
50 psi
• Tubing diameter: 0,66" OD, MV ID
• Tubing color: Purple color indicates non
potable
• Coil lengths: 5 l" or f, ' (Blank tubing in
50')
• 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,

ADDITIONAL FLOW OF 23 GPM REGURED PER LATERAL TO ACHIEVE 3 rR a
ADOtTiONALFLOW OF 12 GPM REGUMED PER LATERAL TO ACHIEVE 15 6ps
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11:3
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Vow as PE3` tGPM, GPr1 art?"k W ' HAM 0A,
,?Fa
jos, R I r, Ir. 1, P"I
Rr' W, sIl r v e t U o?- Q, c v L " n; Y e a o " TV
Iteernhz a's vaspe "r, flo� stt"""'g 15 =ps svk.'v'%y
ADOTGONA1, FLOW 0 F 2 0 GPM IFFOIBRED PER LATERAL 10 ACMEVE 7,5 fp's
ADDITKONAL FLERNIOF 0.8 GPM REQUIRED PER LATERAL TO ACHIEVE I .D fps
DRIPPER RATE i
UWK !�S T!YJ L4AtHj 16 GtNj j!SFHj,," 14 fit� !,! P
I fiptI!
I aPNj
ts
,
1"'3 rt5' 1PG m" T55 Ix
W
166
f6 M8 106 1K, 3" 28228,
'kill
427
311115
E3
IR13
n
83 ,at 249 , n� ��o
xt,
MIi
w
3il-I 8 XZ1 440 351 t effil
5tall",
A
"""A
7
LIE 4% '06 3IV Do 2,29
3 3.
XT,
20
1%, 234 5 r3 419 411
6411
417
ax324,q
'Ta 338 2% 2147
413
2
305
41 363 5f5 148 545 W354
F —.9
SIR
W
4b
9A 364 376 W,
4S2
327
45 Q9 3632 ��n 514 468 3b7
I'll
Eb,
In
Fa, sw 'WGP%M; GF111
C4116117 00sm 'Q s
WX
C, 51 "r
U04
Row per tW MPR GMjj "PIC r"I "a`%' D, K" I M1
C-147r
1, "11
M*
Lawa€ erqy+hswe based 0 fl,"WS alwowng to, a t
ADDITMNAL FUDAI OF 1,6GPM REGUNDPER LATERAL TO ACHIEZ,Ofps
ADWu0NR1 FLOWOFO.4 GPM REOWFLED PERLATERALTO ADFREVEGE fps
DRMR
!-Fmo—wmn-11�P-H)
—4r-tfli 1�� !! Ii!j" 'L _.Pej !. aP i
4LPHJ �Ikr
'14qftj�GPH GMI
j ��!_j
140 ��tGf� GF" 4GPHJMG jj"j!�
j �L_j �_ tj , I
Pt
16T W UR 217 1131 KA
307 26 -1 2FS
X3
332
733
r
7L11
270
15 3tit 742 ilea 44 341 11655,11
25 3% 1% 418
429
ME
4N
"n
XIT Z?a os", 376 3TE 2W
415
341
5
421, 327 '- RIF 476 0
7414
$QIT
GM
4671
4C
2,90 149 11 3111C nI�
41K1
W
347
Q 442 126 W, 381
79C
RUE
491
45
113 sv 2112 423 362 2'9h
527
449
15q
45 464 1', P%' R24 404
F1119
R55
5 13
Rn. 1001 (GPM i GPH)
0671.11,FILM ""WN 61 06W R%'
WXI
C)17°
(7i4'
Rababe, INJ RGPM G I'M 061A 0741
$
Lee'rt, o"T(h' 8! a sased arl
flom, vo—q, lot2 ip, 9w)un%,srutt,mg ve1o6IV
Latw al bnqttsa,e baaoA a- rows a000wirq or,, 0 5
Netafirn recommends flusfung velocities capable of breakung free any accumulated isioshmes and debris in the pimnq network.
Notes: 1. Refer to In ca I regulations far I oformation on flushing velocities that may be written into codes,
2, Netatfirn does not endorse a specific flushing velocity.
I Flushing veiocives should be determined based on regulations, quality of effluent, and type of flushing corerm.
4. Using a flushing velocity less than I fps does not provide turbuientflow as defined by Reynolds Number,
5. Higher bushing velocrties provide more aggressrve bushing,

k
EXPLODED VIEW OF BIOUNE DRIPPER
Boffom View Top View
Large inie; f h-ahon ,,a
bittorn of dnppi�0 j Dripper Outlet
I 0op of dnpilell
Pyrw-:;31 bwfie@ separaws where.
water feaves the dripper fro�:
WN,�Tpr iPaves the robing
ri per's Top View
I ripper (turh6d ove 1
DRIPPER FLOW RATE VS. PRESSURE
10 MI 40
PRESSURE (psi)
Between 0 erred 7 Psi the dripper functions as a
wrbitlent Pow wMer, ensuring that the norrri4
design revi rs not f xceerredi at System slait,op
Dripline V,
Sioline M I
ROWUR
66OPH -.6
DA Gpn - i
BLANK Tabing Model Namber' 250'-- DOWRAM-2,50
Biohne" drippers are pressure compensating - delivering
the water uniformly into the soil for further treatment orfor
reuse by the landscape, These unique d6ppers allow the
tubing to be installed on ffattopography or steep slopes.
Bkoine drippers are protected against microbial slime.
Each dripper is impregnated with an antirmcrobiai agent to
resist biological build-up,
Netafirn drippers are continuously self-cieaning during
operation, net just atthe beginning and end of a cycle. The
result is dependable, clog -free operation, year after year,
.. . ..........
�Mpo
ANJ
A�U _�Ni
��J A!M_J
1121�
400 067
61 �O
1�53_j
2C7 1
M
2C J
AM
Hi 1
40 _1 037

F17TING APPLICATIONS
• Fits Birtline 1.16pline
FITTINGC IC TI
• Barbed fittings for e secure fit
• Easy installation without glue nrtuttl
• Maximum recommended system pressure without clamps: 0 psi
• Allows for easy on -site Inspection of proper fitting installation
so" 1. "r
TWOUP TLELL TLTEE
Insert Coupling _ Insert Elbow Insert Tee
TLO50MA TL075 A TL07 EE
! , tale Adapter 44" Male Adapter Conadinapran Tee
olo No 0 ii;��
TLIAPVC-G" TOBIT10.5
TLIAPE-8 baser[ Adapter with Grommet Drill 'Bit for TUAPVC
insert Adapter for 1" or 1112" or larger PVC Ptpe Fitting (16,5mm or 11/n')
Larger PE (Requires i ifttrr
or ",rsa" drill orpunohl
TLFIGS TLB
Figure 6 Line End 6" Soil Staple
� rli
TL GVTLCV
Shut -Off Valve Inline Check Valve
ins x Ins Row Rang: tk,a to 4A GPM
opening Pressure Y(b 2 psi
Piasrag Pressure: 5.8 grill
c 3A Feet Column of Water)
FPT Fannale Pipe Thread
MET = Male Pipe Thread
ins x Ins = Insert by Insert
__ I - W" 1 W---y �u
XAIW #f
EmSrrcn CA 021

WLX
UFFW
IL
1
Disperse Ecno i 1, Effectively, Permanently
American of t rin Company, Inc. 1 31 2
P.O. Box 97 # Elkwood, Virginia 22718-0097
www.ainericanonsite.com

U,
Iit & VAcuum RELEASE
The dual action aft release valve vents air out of the piping network during filling and as important,
allows air out of the systems after the pump shuts off. Air release valves are provided with the zone
return kit for each zone.
HYDRAULIC UNIT
AND

1la.
¢. # #...
w
! 4
^�
American Manufacturing Company, Inc*
Box 97
/A 22718-0097
1-800-345-3132
Distributed

op FeedManifold Este s o
"'Perc '& Rite Drip Systems
PREVENTS RAIN DOWN BETWEEN LATERALS i=TER THE PUMP SHUTS OFF
a
4 PRKWM
."
r
y WOWIeYhm c# * r im 0G Y kta `�
n a
Ic
INSTALLATIONH
Ex
,, ✓ ,"'
1aaaYaR4 n
fa shwbw=
Mow Wad h1*0K"dk"ft$
M Adman.
Tro Ft*d on An COMM
Z / MAIM SUPPLY ME RETURN PIPE
BELOW FROST UNE Patent 4m 6,964,674
TOP FEED MANIFOLD SYSTEM OPERATION
The Top Feed Manifold (TFM) system is comprised of a set of
manifolds located at the highest point in the drip zone and provided NECESSARYFOR
with air release valves to prevent strain down of upper laterals in the SITES
zone to lower laterals in the zone, thus preventing saturation o the
lower laterals after the pump shuts off. The system provides for the DISCERNIBLE
fastest possible pressurization of the zone and the most efficient
method of providing 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°
lateral when the lateral is made up of several runs located on
contour but each being down slope from the previous run, The rt R e t u r n
"-4%
(TFM) system is designed to make effluent go. SUppl
TOP FEED MANIFOLD SYSTEM
American ican Manufacturing Company, Inc.
P.O. Box 97, Culpeper, Va 22718-0097..... 1-800-345-3132 www.americanonsite.com

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 1/2"
lateral supply connections equal to the number
(TYP)
of laterals in the zone, plus a top feed return
suppE)
I
manifold consisting of an air release valve, a
1/2" Supply
man
check valve and the number of 'V lateral
return connections equal to the number of
4
laterals in the zone. The manifolds shall be
installed on sites with drip field slopes greater
tw
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.
S
Return
Mon�fold
1/2" Neid
Rat urn
I' air rtnllcgs
e'-
To Common
Optional oddltronaO retwn line
lot of 01 Connections
1/2�
TOP FEED MANIFOLDS INSTALLATION KIT
American Mant!facturing Comp any, Inc.
P.O. Box 97, Cull7el)er, Va 22718-0097 .... 1-800-345-3132 www.americanonsite.com

m

American Manufacturing Company, Inc.'s PERC-RITEO Filtration system offers several
choices of filtration based on your budget and the desired intervals between Service
Events.
AdftL
Ip
Semi -Automatic Filters
15 GPM Warm Climate
I Zone Capacity
[a
rm-
Wash Down Filter Systeftis 6utorhatically
remove contaminates from the surfbce
of the filter, substantially increasing the
time between manual service events in a
secondary effluent dispersal system.
15 GPM Cold Climate
1 to 4 zone Control
Fully Automatic Filters
16 GPM All Climate
American Many/acturing Cattail any, Inc., R 0. Box 9 7, Dkwood., V4 22 718
Toll Free: 800-345-3132 Fax: [phone] wwwamericanonsitecom

EMUENTPUMP
A46d4f sod6s7 PUTURBIS
FEATURES
Non-Mebilic Parts are Effluent Compliant: Impellers,
diffusers constructed of glass fifled polycaftnate or Noryl,
engineered composites. Both mafed are corrosion
resistant
P�RC-RITEO
POMP
PUTURB1 5
N
12C
. . . ..... . Gallons Per Minute
flow ft"ga HNvapower 9" EM Divamve Maximul" Awmim
GPM Ra"" GPM Conmcgon Widegil-- DESIGNERS GUIDE PUMP! CURVE
6,28 is 1%
T.la,112,211 DRIP DISPERSAL SYSTEM

Phone:[phone]
a 5 - 5- 5
to
2 �—
10-
1
17
1 -~
. 150-
1 -
0 10
1
motor;
Built-in surge arrestor is provided on single-phase motors:
Stainless steel'sphned shaft,
Hermetically sealed windings.
Replaceable motor lead assembly:
UL 778 and CSA recognized.
NE Amounting dimensions.
Standard 100" jacketed power cord.
Agency Listings: All complete pump/motor assemblies
are UL778 and CSA listed, All Franklin Electric Motors are
L778 recognized,
Mooai Series
Flow Range
Horsepower
Best Eff<
Discharge Maximum
Voltage
PM
Range
GPM
Connection Solids size
-UTUR8i5112W
6-28-
18
1 /' 1116"dia, 115
PUTURB1512 W
6-28
V.
18
1'. 1f16'dla, 284
PERC-RITE°
PUMP
P U TU R) B 15-
DESIGNERS GUIDE PUMP CURVE
DRIP DISPERSAL SYSTEM
American Manufacturing Company, Inc ,americanonsite.com

The Rain Bird RSD Series Rain Sensor is an easy
to install, durable and visually pleasing rain
sensor device suitable for 24 VAC 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
a Automatic rain shUtOff prevents
overtNatering due, to natural
pre dpitat
Robust, reliable design reduces
service call backs
as Moisture sensing rfisks work in a
variety of climates
x Dfferent sensor mounts permit
speed and N-x6ifty r,'�n 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.
Multiple RaInUll Settings ftm "*— 34'
(5 - 20 mi* ate quick and easy Mth just the
twist of a dial
Adjustable vent rM4 helps control drying
bole
HIgh-gradA UV resistant polym�r body
resists the elements
"liable in rugged bracket version (RBU
model comes with 5"latching aluminum
bracked or conduit version (RSD-itEx) for a
clean and professional took.
Dimensions
RSD-BEX
-Overall Length: 65'(16,5 cm)
• Overall Height: 5,4" (13.7 cm)
Bracket Hole Pattern: 1.25" (3.2 cm)
RSD-CErr
Overall Length: 3" (7.6 cm)
Overall Height* 2.75' (7 cm)
2
RSD� Rain 25'(716 rn) length
Sensing Device 1
M9417"
At: Metal Bracket
CEConduit Version

Y
Rain Bird Corporation
Rain Bird Corporation
Rain Bird International;, Inc..
6991 E. Southp int Road
970 West Sierra Madre Avenue
RO. Box 37
Tucson, AZ 85706
Azusa, CA 91702
Uendora, Chi 91749-0037
Phone (52G) 741.6 0
Phone- (626) 81 -3400
Phone. [phone]
Fax: [phone]
Fax [phone]
Fax: [phone];
Rain Bird Technical Services
Specification Hotline
www,rainbird.com
(800) RAIL' WRD (U,S. and Canada)
800-458.3005 (IJ.S. and Canada)
The Inteiigent Use of Water'" —` ish www,rainbird.cotn to fearer
about our efforts
%registered Trademark of Rain Bird Couporatiris.
0 2008 Rain Bird Corfsorat on 4JOS
D394 a2E

SHOAF PRECAST SEPTIC INC, MODEL*, M, 2500 PT
**NOTE - SQUARE 41 WEST U WY 64
ACCESS �" n. ..,..,�.
CONCRETE RISER OR LEINGTON, NC 27245 NON TRAMC
OPTIONAL. PLASTIC 156, PHONE [phone] Gaflou
ROUNGARII 158* FAX [phone]
W W W.SHOAFPRECAST.COM
SHOAF-2500 NONTRAFFIC
PT-12NONTRAFFIC
28' VENT, --,,
+SENT LIQUID CAPACITY--2500 US GALLONS INCLUDING 9* AIRSPACE
GALLONS PER INCH-41 (AVERAGE)
TANK HEIGHT-68'
88' BOTTOM OF TANK TO CENTER OF INLET-57''
BOTTOM OF TANK TO CENTER OF OUTLET-59*
22* LENGTH TO WIDTH RATIO-2 TO 1
SIZE OF INLET & OUTLET-3' OR 4*
TOP VIEW TYPE OF INLET AND OUTLET-POLYLOCK OR EQUAL (MEETS ASTM C 923
**NOTE TOP VIEW MEASUREMENTS CONCRETE P I-�4000; TANK` WEIGHT-I6,000 LBS.
ARE TO WIDEST DIMEWON �' TO �' OUTLET CUTSINLEON REINFORCING PER STATE CODE
NO BOOTS ICI SIDE
ENDS ONLY
INLETS; USE CMCRETE SCALE-N.T.S..
GK TS
156' STATE: APPROVAL
154' SHOAF 200
PT-125
5' �
OUTLET 46" INLET90"
Al ---.
LI D LEVEL
y VENT
1k BUTYL
RUBBER
TO BOTTOM 9 48 68' 6i* �® T
CONTINLCUS
OF 3' INLET 57' 3. " D VIEW IN JOINT
TO BOTTOM FLOW IIs4*FLOW OF 4' INLET * THROUGH r 3
THROUGH
SIDE VIEW 0
55' TO BOTTOM OF 4' OUTLET 70'
55 1/2' TO BOTTOM OF 3' OUTLET E::=721
7"

Final Design
A. CODES AND REGULATIONS
All work, performed tinder this Section shall comply with all laws and requirements of the State,
Count-
y, and laical authorities having jurisdiction over the work. Material arid equipment shall comply
and be installed in all ways in accordance with latest regulations in effect.
I TANKS:
1. Concrete Precast'ranks- 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 -- I "Butyl Rubber minimum; Concrete Risers (5quarc or round) are to
be built for the opening they are occupying; all ranks are to bear the seat 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
14" thick aluminum diamond plate reinforced for a 300 psi. live load; frame shall have 6-5/8" diatneter
holes to bolt frame to structure; desig I
,ned for exterior applications (watertight)access door to have a
flush drop handle that does not protrude above the cover-, all hinges, handle, bolts, lockouts, 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); heav-
y 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. PLAIPS:
1. Submersible/Recirculating/PuTup Back & Discharge Pumps: 2-discharge minimum, V3 - 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; 3600rprn.-
ll5Vor230V(no 3phase) , 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: 3 HP units; 115 - 230V (no 3 phase); I - 1 /4" discharge
up to 27 gpni & 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:
L Gate Valves: smaller than 3", A 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.
I Valve Box and Cover,: Cast iron, two piece, screw ", drop cover marked "Valve" with
directions for opening, Tyler or Russo. Contractor shall supply Owner all keys necessary to operate all
valves.

3. Check Valves: '/?," - 8" diameter (thermoplastic) shall be Utility Swing Check Valves or Utility
Spring Check Valves, constructed from PVC Type 1, ASTM Cell Classification 12454; maintenance
free seat 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 fall flow and to 75 psi (4,,, 73 degrees back pressure (closed) direction,
4. Throttling Valves: I" - 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; M&x.temp. 140 de
I guees.
5. Air Release Valves: I" - 2", automatic type; for less than I" utilize working pressure of 80psi-,
seals at _5 psi; for greater than I " utilize 170psi. working pressure,- seals at I 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 ternale); Diaphragm models to have standard
natural rubber.
1. Flow Meter* 3/4" - 1 1/2 " diameter & diameter, working pressure of 145 psi, maximum
water temperature of 120 degrees, 3/4" in polypropylene, I -I V;." in corrosion proof copper alloy, 2-- 12"
in cast iron; I "-1 2" 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 confonn to ANSI A 21.31 (Pipe Manuf), A 21,50 (Pipe thickness design), A 2 1.10 (Fittings), A
21.11 (Rubber Gaskets Joints), with latest revisions.
1 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 AST M-132241 by National,
b-Pipe ,f'-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 conforrn, to the
requireinentsofASTMA-120. The pipe and fittings shall conform, to Schedule 80 (extra strong), The
pipe and fittings shall he 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" & I"' Services:
a. Copper - Type "K" in accordance with ASTM 1388and AWWA C-800.
b. Polytubing in accordance with A STM D-273 7, shall be S DR-9, 200 psi and comply wi in Ai
C901 and NSF 14.
51/2" - I" Flexible Vinyl Pipe: (used in Disposal Facility - not in constant pressure applications lications - see
above) - heavy wall pipe for no kinks in bending; assembly with Sch.40 PVC fittings (see beloov),
ASTM D-412 for Ultimate Tensile Strength of 2900 psi., Ultimate Elongation of 265%, & 100%
Modulus of 1600 psi.

6. Dripline Pipe: (used in disposal field); typical size of 1,6" (inside of 0.55" & outside of'O.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, Neofint 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 Maratf), A, 21A
(Cement Mortar lining), A 2 1, 10 (Fittings), A 21.1 I (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).
a.
Dripline 'Fittings: fittings to be single barb-, insert type with a, threaded locking collar utilizing a
positive stop to assure full insertion; filling collar to have as square threaded drive ring; fittings to
operate at working pressure of up to 60 psi.,, Fittings to be by Power-L,oc 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 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 bousing:. corrosion resistant; switch single
pole, single throw, mercury to mercury contact, hermetically sealed in a steel capsule & epoxy sealed in
the fruit housing.
3Rain Sensor: constructed of high impact thermoplastic; for use in direct sun or freezing ice storms;
system desi&mcd 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 thertimplastic; for use, outdoors and in freezing ice
stonits., system designed for no cleaning or winterizing procedures; accuracy for activation I degree.
Install unit on north face of shed under the cave 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 rise in algae, leave decay, wastewater; inlet & outlet connections; maximum
operating pressure of 1,40 psi.; minitnurn PH of 5; polypropylene body; glass reinforced polyanude
filters; o'rings & seals of EPDM.
8. ELECTRICAL COMPONENTS
1. Panel Enclosures: NEA4A-44G+, NEMA 4X for outdoor applications;UL
508, & complies with IEC 20529 & IP66; smooth continuous welded seanis; door stiffeners; fornied
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 & cut with ANSI 61
smooth gray, include an emergency battery backup System (UPS) to operate the local alarm light and
hoot 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 telepluaic, dialer requirements.

2. Breakers: Single & 2 pole (nu 3 phase); miniature configuration; manual override; JET 608-1,
DIN EN 60898-1, VDE 0641-11, UL 608, , 22--.2 No,14; rated at 277/40 ; finer safer IN -rail
mounting, coordinate with relays and panel.
3, Relays- clamp terminal socket type, rated. for 250V; rated load at 2500V ; Mandl or rail mounting,
touch sate, single & 2 pale (no 3 phase).
% 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 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 ranks and inserts of exit/inflow pipes unless directed by the Engineer.
Measurements shall be made to the nearest foot when distances exceed lilts". Pipes shall be identified
on the as-builts with measurement, size & material. Water as-builts do not need to be sealed lay° a
err% eyor,
+ . if changes to the design drawings are required due to field, conditions, records of` he changes shall be
kept and a leg
ible marked -up print.. (as -built) shall be pri-wided to the Fngine r. Field drawings shall
show changes as to size, location, dimension„ and elevation relative to site bench marks and
mnn„ nPnj

1.01 Related 1ocutnents:
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 del'NAl srke
Work, Included in This Section:
C"learina of Site
Protection of Trees
Disposal of Undesirable Material OffSite
Clearing for the disposal sites is not covered by this specification
Related °ork S ecified El�eewhere.:
Sedimentation and Erosion Control (31 ? 0) Eros and Seed control
Tree Preservation and Protection f 01 56 3
Earthwork and Site Grading Earth Moving 3120 00
Grading .31 2200
1.0 lxistin C onditions.
Site Conditions:
Contractor shall visit the site, familiarize himself with actual conditions and verity existing,
conditions in the geld.
R record Information:
Topographic traps and rather recorded site information m ybe examined at the office of the
Engineer.
1.t3 Protec;tiort
A. Bench Marks.
Maintain carefully all benchmarks, monuments and other relorenee points. If disturbed or destroyed,
replace as directed.
I3: LI istin Utilities:
Contractor shall notify° ULOCO (1 1-800-632-49„ qS hours prior to beginning any clearing or
excavation. Should any Imictioning underground utilities be uncovered daring the work, the
Contractor shall promptly notify the En inter in vvrsting. 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 Ve etation:
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 litre, Provide temporary guards to protect trees and vegetation to be
left standing. Any vegetation designated to rernain, which is damaged by construction work-, shall he

replaced as specified in Section 02150, paTt 3, f

PART 02 - PRODUCTS
Not Used
PART - EXECUTION
3.01 Cblearin and Grubbin .
Clearing, grubbing, and disposition of debris shall be in accordance with Section 200 of NCDOT Standard
Specifications for Roads and S Mures 1 990,
102 Thmnin-- of Existina Wooded Areas.
Existing Nvooded areas where indicated shall be under-bntshed 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 -,hall he chipped and spread in thinned area.-,. Remaining vegetation shall he
limbed up to S' height,
END OF SECTION

PARTOI-GENERAL
1.01- Belated Documents:
The General Provisions of the Contract, including General and Supplementary, Conditions anti General
Requirements, apply to the work specified in this Section.
1,02 Desch xion of Work:
L0 3 Work Included in This Section':
Stripping, stockpiling, and redistribution of topsoil, rough gradin ; rock removal, and excavation of the site,.
1,04 belated Work ecified Elsewhere:
Sedimentation and Erosion Contrail (31 5 00)
Site Clearing (31 10 tlfl)
Concrete Paving i32 13 13
SIB: DOT Division 2 - Earthwork
1.05 Existinp, Conditions.
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 arnd unsuitable soil ;as described
herein and in Section 02211.
1.06, Protection
Benchmarks and Monuments
Maintain carefully all benchmarks, monuments and other reference. paints. If disturbed or destroyed,
replace as directed. If found at variance with the drawings, noti the Engineer before proceeding to
lay out work.
B,, Protection t f pxistit� Vv'cnrk &rnainin
All existing curbs, sidewalks and paving datuagged in performance of"`this work shall be restored
without extra coast to the Owner in the manner prescribed by authorities having jurisdiction,
C: 'free Presenation and Pritection,
During all phases of earthwork and site grading, the Contractor shall comply with Section 02150.
PART 02 - PRODUCTS
.Ol MATERIALS
ty. TQ sail
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 ofTytopsoil excavated on site or from an off -
site borrow pit approved by the Engineer, prior to importing.

�,02 Surplus Material:
Remove unsuitable materials and surplus excavated materials from the site and legally dispose of it.
.t13 Fill Material.
Material for fill shall be free from roots, wood or father organic material. Earth used for fill under floor slabs
and other surfaced areas shall he approved by laboratory tests. Stones larger than. " maximum dimension
shall not be used in the upper u" of till or embankment, Use suitable excavated material for required fills and
baekfills. 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 fall.
FAT 0 - EXECUTION
3.01 Ins ectiow
Examine the areas and conditions under which earthwork and site grading is to he performed and notify the
Engineer in wwxiting 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 nianner.
3.02 T"estitt is
A. Laboratory-:
The Contractor shall employ services of a testing, laboratory to perform tests required under this
section.
K Oualjtv Control Testine, Durinia Construction:
It is the responsibility of the Contractor to notify the Engineer and the testing lab at appropriate times
when testing is required. "Costing service must inspect and approve sulbgrades and till layers before
further construction work is performed therein.
C. Perform field density tests in accordance vvitlt ASTM D-fig .
I . IMake field density tests for areas which are proof -nulled as requested by the tywwner.
E. In each compacted fill laver, make one field density test for every, 500 set. ft. of overlaying paved
area, but in no case less than three tests.
3.0 tri in , tcic tailiet� and`Distributingo -"cavil:
Conditions:
This work shall be carried out when dry° weather exists and the topsoil is reasonably lciaisc and drys.
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 he occupied by walks, steps, paving, and
from cut and filled areas.
C. -Stockpiling:
Pile topsail 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 wvill stockpiles violate the provisions of Section ill yu 9 - Tree
Preservation and Protection.
l . No stockpiling of any materials, construction equipment, or anything that could compact the soil

is to take place over the disposal sites.

3.04 Site _Gradmgg.
A. Gradeso all cutting, filling, compacting of fills and rough grading required to bring the entire area outside
of building, to sub -grades as ftillows�
For surface areas (roadways, parking areass, 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 sub,,'rade
g
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 convent 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 starfaced 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 AST M D-698. Compaction shall be accomplished by the use of power rollers,
machine tampers, or other approved mechanical equipment. Ifnecessary, 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 Linder lawns and planting areas, to
the compaction of 90% Standard Proctor Dry Density by routing spreading equipment uniformly
over the area tip to 18" below finished &7ade. 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 ELield—Quality Control
ARiau 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.

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. l2rainage 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%.
10& Maintenance:
A; Protection ol'Graded Areas:
Protect newly graded areas front traffic and erosion. Keep free of trash and debris.
Repair and re-establish grades in settled, eroded, and rotted areas to the specified tolerances.
Remove all softness or disturbed material and replace in compacted areas.
& Recondifiggjq&jdarn acted
Where completed compacted areas are disturbed by subsequent construction operations or adverse
weather, scaiifi, the surface, re -shape, and compact to the required density prior to further
construction.
107 Redistribution of 'rqmoit:
Spread stored or imported topsoil to a depth of 4"niminiom over graded areas to be planted with grass,
additional for landscape planting areas. See Section 32 91 19 for specific instractions.
After topsoil is spread, remove all bard lumps of clay, stones over IX," in diameter, roots, limbs and other
deleterious matter which would be harmful, or prevent proper establishment dfor maintenance of lawn and
planting area.
END OF SECTION

SECTIONS 3122I I AND
3123 QQ EXCAVATION
PART GENERAL
1.01 WORK INCLUDED
1.02
1,03
m
X Remove topsoil and stockpile for later reuse.
B. Excavate subsoil; stockpile for later reuse and remove excess from site.
Removal and disposal of unsuitable material.
D. Grade and contour site including excavation, baekfillin, placement and
compaction of earth to finished grades or sub -grades indicated in plans.
DEFINITIONS
The word
RELATED WORK
Section 31 gg 00 — Geotechnical Instrumentation and Monitoring of Earth Work'
B. Section 31 22 1126 - Rock Removal
Section 31 25 00 - Erosion and Sediment Control
D. Section 31 2 a Trenching
SUBMITTALS
Furnish copies of soil compaction reports as specified in Section 02000 Testing
Services.
1.0QUALITY ASSURANCE
A. Installer qualifications: Installer must have successfully completed, within the
last three yearn 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.
Paver installer shall be :approved by the product manufacturer.
1.0PRODUCT HANDLING
LIN
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.

PART 2
MATERIAL
2,01 SOLID CONCRETE INTERLOCKING ING PAVING STONES
A;
Paving stones shall be Centennial, as manufactured by Metromont Materials,
Spartanburg, South Carolina, 1--8-44241,
1 .
Paving stone thickness shall be -1/ " (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,
2.2 SAND LAYING COURSE
A.
The sand laying course shall be a well graded clean washed sharp sand with
100% passing a /8" sieve size and a maximum of % passing a No. 200 sieve
size. This is commonly known as manufactured concrete sand, aver sand,
granite screenings, or similar. CG NOT USE MASON SAND,
EBedding
sand to conform to AST C-.
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
101 PREPARATION OF THE BASE COURSE
A. A suitable base must be prepared as specified in Section 31 23 g - Grading,
Excavation, Pilling, Compacting.
E. The base course shall be shaped to grade and cross-section with an allowable
tolerance of q d":
C. The compacted base thickness shall be a minimum of 6 inches, or as otherwise
shown in Drawings.

X The finished base course shalt be aporoved by the Ardhitact'before the placeme
of the sand laying course, I
13The 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 rnahhet that the desired pattern is
maintainedand the joints between the stories are as tight as possible, Joints
between stones shall not exceed I/W.
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.
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.

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

1.01 Related1�ic€:uments:
A. Drawings and general provisions of the Bidding and Contract Requirements, and Division I - 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 Dine Grading work, as
indicated on the dra% rings, as specified herein or both, except as for itenrs specifically indicated as
" NIC ITEMS
1.03 Belated Work:
A. 1 artbwork - Section 3120
K Seeding - Section-32 92 1
1.04 Site lrt�t cc taraz '
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 perforan d only under throe schedules and arrangements
approved in advance by the Co ty's Representative,
A. Obtain drawings showing proposed final grading from Co unty's Representative,
I . Verify that contours and grades established during rough grading and earthwork are within two tenths
(2) of a Boot of proposedgrades sbosso on grading plans.. Make: whatever corrections and'or repairs
necessary to awake finish grades consistent with the requirements of the grading drawings- and
specili cations.
1,06 Utilities:
A. Before starting site operations verify that the earlier contractors have disconnected all temporary
utilities which might intertere with the tine oradiar ��°ork.
B. Locate all existing, active utility linen; traversing the site and detennine the requirements for their
protection, Observe in operating condition all active utilities adjacent to or traversing the site than are
designated to remain;
C: Obser-,,,,e rules and regulations governing respective utilities in working der 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 X Qt ali ° Asst e:

ARequirements of all applicable building codes and other public agencies shall have jurisdiction upon
the work.
13, Primary emphasis should be given to the aesthetic appearance and finictioningy, ofberming 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
101 Existing Soil.,
A. Use on -site material, unless otherwise directed by County's Representative, free tforn 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 coristruction operations from being a
nuisance to adjacent property owners, Methods used for dust control are, subject to approval by the
County's Representative.
B. Bunting: 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 Schedulin 5L a - L
A. Schedule all work- in a careful manner with all necessary consideration for adjoining property owriers
and the public.
K 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 W
C. Remove. entirely any existing obstructions after approval by the County's Representative.
D. Remove from site and dispose of debris and excw,,ated material not required.
104 GradiW.

A. The contractor shall establish finished grades as shwAm on the Engineers grading plans and as directed
by the County's Representative, including areas where the existing grade hers 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 C
A. Compact each layer of fill in designated area:, with approved equipment to achieve a maxiniurn density
at ciptunum moisture, as defined by ASTM D-698.
1. tJnder 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 niechw-neal tarnpers 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 tither grade changes occur. Adjust
grades asrequired to carry drainage to prevent ponding of water.
& Remove all rock or ob r than �/4" any direction prior to commencing
J ectionable material larger
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

oil IIIIIIIIIIIIIII i I Ill I iiiilamlmi 11 1 i III I iiil� I
PART 01 -GENERAL
I .01 Work Included:
Removal of discovered rock and unsuitable soil
1,,02 Related Work.
Section 3120 00 - Eartbwork
PART 02 - PRODUCTS
2,01 Materials:
A. Site/Mass Rock (Definition)- Solid mineral material with avolurne in excess of one(]) cubic yard that
cannot be removed with a,',,4 cubic yard capacity over 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. 'French Rock (Definition): solid mineral material with a volume in excess of one (1) cubic yard or
solid material that, cannot be removed with a 1/4 cubic yard capacity power shovel or rippers mounted
on D-8 track dozer without drilling or blasting. Material broken up by power shovel, rippers or normal
job equipment to be included in general excavation, Disposal shall be on site, or off site as indicated in
applicable unit price.
CExcavation and Disposal of Unsuitable Soil: flus item shall include all labor, equipment and materials
necessary, to excavate unsuitable soil in areas designated by the architect/gLotechnical engineer.
Unsuitable soil will be as determined by the on -site geotechnical engineer and will generally be
sub.garle soil unsuitable for structural use due to content and structure of the soil. Soils with high
organic content,, unit weight of less than 90 His. per cubic foot or plastic -clay soils are typical of
ruisintable 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 optimurn moisture content. Unit price for excavation and disposal Of unsuitable soil
will be used only when defined as above by geoteclurical engineer and when directed tore be removed
by`Comity representative. Disposal shall be on site or off site as indicated in applicable unit price,
PART 03 - EXECUTION
101 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 it cost
basis, such as per cubic yard at rates to be established. Notify County or Developer representative for
additional work, for approval and measurement belbre. removal. No payments will be approved if
prior notification is not received and/or County representative does not observe removal Process.

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. Disppsal
3.02 Rock Removal - Mechanical Method
A� Excavate for and remove rock by the mechanical method,
B, Cut mvay 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 nick allowed in excess of these hours.
General site rock: " below proposed subgrade elevation,
Utility trench rock: 2'-0" gyeater 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 reqUiterneritS Of
Section 02200, at no expense to Owner.
103 Field l Qoahl , �Control�
A. Provide for visual inspection of bearing surfaces and cavities fora red by removed rock.
END OF SECTION

iAN
PART 01 GENERAL
l .fll Related Documents:
The General Provisions of the Contract, including General acid Supplementary Conditions and General
Requirements, apply to the work specified in this Section-
l .02 Description of Work:
Work Included in This Section
Tet aporary> Sedimentation and Ero i(:)n Control Device
permanent Erosion Control Measures
Related Snecifed Elsewhere:
Earthwork and Site Grading (l 20 00 Earthmoving 31 22 tlfi trading)
Storm Sewer Collection Systern (33 40 00) Storm Drainage Utilities
Seeding (2 92 l 9)
1.03 Existina 'onditions
Site Conditions:
Contractor shall visit the, site., familiarize himself with actual conditions and wcrify existing conditions in the
field.
1 .04 Protection :
Bet clarnark;s, existing utilities and existing vegetation shall be identified prior to mobilization and shall be
protected by this Contractor.,
1.05 utility Assurance -
The Sedimentation Pollution Control Act of 1973 governs the activities herein specified. . s this is a
performance oriented law, it is the Contractor's responsibility to execute arid 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 d Desi rn M n al and applicable local laws and
regulations.
ART it - PRODUCTS
1111 Kip Ra Stone:
Rip Rap Stone for erosion control shall be Class A, or Class 1 as defined by NCDOT Standard Specifications
for Roads and Structures, 1990, Section 1042, as indicated on the plans,
102 Filter Stone:
Filter stone for silt basins, check dazes, etc., shall be NC DOT No. 57 stone.
7.03 Mattina for Erosion Control:
Matting for Erosion Control shall be .lute, Excelsior or equal approved by the Engineer. Matting shall
conform to Section 1060-7 of NCDOT Stat lard Sitecifications for Roads and Structures, 1990.
2.04 Silt Fencing:
Silt Fence shall conferna to F etail Erosion and Sediment C ontrol P taro d D st tt lvf anal.
105 Cirtassin :
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 rt�s c>nand Sediment Control Pl nin &and
02100- l

l csi n Manual .
P R,r 03 - EXECUTION
10I Silt l4encantt:
Silt fence shall be installed per Erosion and Sediment Control Planning and Design Manual.
l
3.021 Tern orgU,Rggk Check Darn
Check dams in temiporary or permanent ditches, shall be constructed per Section 6,83, Erosion and Sedirrrenf
C ontrol Plannin and Design Manual'.
3,03 Te.tn3or—aa Silt Basin:
Construct struct ternporary silt basins per details and ,specifications on plans and in Section 6.60, 'Erosion and
Sediment Control Plarmiry and Desi an Manual.
3.04 Terns orary 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 Pla in id resi n M nual,.
3,05 Ternnorars,` Diversion Swales;
Temporary Diversion Svvales shall be constructed to convey runoff into silt basins and to prevent off -site
sedimentation.
3.06 Inlet Protection for Shinn Drainaue.
Storm drain inlets shall be protected frorn siltation by one or more measures as described in Sections 6.50
6.53 of the Erosion and Seel rrient Control Plannin and Desic:n ,\4anuarl„ as drown on plans and details;
107 tartlet Protection
Storm drainage outlets shall be pennimently protected as shown can plans and details and as; specified i
Section 6.40 - 6.41 of tire l'rosion and Sediment Control Plannin r and Desl n Manual,.
3.08 Maintenance:
All ternporary sedimentation and erosion, control measures shall be maintained at Stl% minimum capacity,
Once basins, swale , silt fences, check dams, etc., have reached 50% capacity, Contractor shall clean silt out of`
devices, distribute silt can site in an approved manner or dispose of in a legal mariner off site as detentrined by
the Engineer.
3.09 Cl itn l?
Once site is fine graded, stabilized, and has been approved lay the Engineer er and the County or Environment
Inspector, all temporary erosion control measures ,shall be removed and disposed of off -site in a legal manner.
All area: disturbed in clean-up shall he fine graded and stabilised by grassing, planting., etc., as shown on
plan. All permanent erosion control treasures shall be completed at this titre. Prior to final acceptance, site
shall be clean, stabilized and all drainage facilities cleart and functioning at 1 tf0%.
END OF SECTION
02100-3

SECTION 32 3113 - CHAIN LINK FENCES & GATES
PARTOI-GENERAL
1,01 Related Eii-,)cunrents:
Dra,,,vings and General Provisions of tire Contract, including General and Supplementary Conditions and
Division I Specification sections, apply to work in this section.
1 M2 Description of Work-:
The work, covered in this section consists of the tornishing 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 fi-om 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 tot 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 STEE1, PIPE or approved equal. All fence heights,
g
dimensions, and location are sho%vn on the drawings,
2.02 Posts: Black finish, Posts shall he 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" 01),
"Fop Rails: 1 5/8" OD.
Intermediate Rails: 1 5/8" 0.13.
2.03 To Rail- Black finish, Top rails are to be provided with couplings every twenty (20) leeL The couplings are
to be outside sleeve type at least six (6) inches long. The top rail is to pass through the line post h),op caps and
form a continuous brace from end to end of each stretch offence.
104 Terminal Post Caps, Loop Catoms, arid Bottom Rail Ends . Black finish, shall be of pressed
steel, hot dip galvanized, and weather tight
2,05 Fence Fabric: Black vinyl finish, Fence fabric shall be chain link non -barrier type, nine (9) gauge
"aluminized" (0,40 ozdsq. 11, as per AST M A-491 standard for aluminized wNvire) wire, woven in a two () inch
mesh and locked in a standard chain link fiorm. The fabric shall not have barbed selvages at top or bottom.
FURNISH WITH KNUCKLED TOP AND BOTTOM,

106 Tension and Brace Bands- The tension and brace bands shall be twelve (12) gauge with tension bands applied
at the rate of one(]) per linear foot of height. Black finish,
107 Stretcher Bars- T'he stretcher bars shall be 3/16" x 3/4" and placed at the ends of each run and of the length
equal to the fience 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.
�.09 Brace Rod: Shall be 1/2" diameter galvanized steel rod with turnbuckle, to be installed from halfivay up line
post to bottom of end post or gate post. Black finish.
110 Miscellarreows FittiugLs. 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
firri sh .
PART 03 - EXECUTION
I ).Of Schedule: Do riot begin fence installation and erection before the final grading is completed, with finish
elevations established, unless othenvise permitted.
3-02 Post Snacina: Posts shall be evenly spaced in the line of fence no forther than ten (10) feet on center.
3,03 Excavation: Drill holes of diarneters and spacings shown, for post footings in tannin, 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 soli and
loose soils, and for posts with heavy lateral loads.
Spread soil from excavations uniformly adjacent to the fence line, or oil adjacent areas oftbe site, as directed,
104 Serum,- Posts: Remo 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 front 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 Stre Allow concrete to attain at least,'75% of its inininium 28-day compressive strength, but in
Concrete th�
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 hill design strength.
106 Rails- Run rail continuously through post caps or extension anns, bending to radius for curved runs. Provide

expansion coup] ink s 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.
108 `fie Wires: The trip rail tie wires shall be spaced a maximum of fourteen (1 ) 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 sheep or during field erection by r coating with hot applied repair compound,
applied per nanufa tuner"s recommendations,
3.10 Stretcher Bars: Thread through or clamp to fabric 4" O) C., and secure to posts with metal barids spaced 15"
0'C.
All pgsts 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 surf ace. All line posts shall be located to the
outsidc of the playing surtace as shovvnt on plan,
3.11 "lean t Upon completion of the work, the installer most make sure the site is cleared of any residue fabric,
(Wipe, or other materials. Fill material excavated for post }toles trust be disposed of properly and no concrete
residue shall remain on the site. All disturbed areas shall t seeded and mulched:

SECTION 32 90 00 - PLANTIN
PART01-GENERAL
1.01 Related Documents
The General Provisions of the Contract, including General and Supplementary Conditions and 6eneral
Requirements, apply to the work, specified in this Section.
1 .02, Duescrirtion 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 is 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 Nvben 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 PlantioR Season:
Planting shall be done within the following dates: October I — March 1. If prqject 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 aNwe, 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 beat finish grade, The contractor shall furnish and
place additional topsoil if necessary to insure positive drainage.
PART 02 - PRODUCTS
101 Shipment land Delive
Promptly notify the Engineer, in advance, when the plant material is to be delivered and the manner of
shipment.
Fumish therewith an itemized list of the actual quantity and sizes.

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.
Coy er the tops with tarpaulin to minimize wind- o, hipping and drying, or spray adeq uately with amitran ipirant.
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 finies during handling operations to prevent damage to bark, branches, and rootsystern.
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.
102 Soil Materials:
A Plantme Mix: Plantun?, Mix shall be made up of three (3) pails topsoil and one (1) part peat,
thoroughly mixed by, mechanical means, Peal shall be decomposed Canadian peat, Nvith 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 ata rate specified in section 2_04..
B, lialisoil: 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 Ix.- free of stories,
construction gravel, lumps, live plants and their roots, sticks, and other material toxic to plant gro"O.
Topsoi I shad not be used while in a frozen or muddy condition.
Topsoil shall contain the following specified percentages of constituents;
Maximurn 3V,"�) clay (red clay, well pulverized); clay shall be sterile,
Minimum i% well -rotted sawdust, leaf mold or other approved partially decomposed
organic matter.
Maximum 501N) 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 an&or installation on the site. Inspection of plants to be balled and buflapped most 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. TIus inspection will be conducted by a representative of the County at the

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
fibrotts root systems. No plants will be accepted unless they show healthy growNih and satisfactory foliage
conditions. Plants shall be free from defects and injuries, and shall he, 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 ofeach particular variety shall be reasonably uniform in size and configuration, and shall he labeled
with correct plant name and size.
Balled and burlapped plants shall be nursery grown and freshly dug. Nuirsony 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 berr accepted it 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. 'Frees will not be accepted which have had
their branches shortened, leaders cut or which have leaders damage
d so that cutting is necessary. Unless
otherwise specified, major deciduous, trees shalt 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, handles 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 conforno to measurements specified in the plant lists.
2.0:4 Fertilizer for Trees Shrubs andGroundcoyger:
The fertilizer shall be one front 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 APPL, RATE KNOWN VENDOR
Nursery Special
to Green Plant Food Co. 12-6-6 2 lbs/100 Sq. ft Byrum Seed Co -
Charlotte, NC
[phone]
Nursery Special 14-7-7 2 lbs/ 100 Sq. Ft. Maybank
Fertilizer Corp,

Ravel, SC
[phone]
The fertilizer granules are not to come in contact with any vegetative parts of the plant. Fertilizer for trees
shall be at a rate 16 lb. minimum to a .20 lb. maximurn nitrogen/inch caliper of tree. Source of nitrogen shall
be Urea Formaldehyde or a similar slow release source approved ky the Engineer, In addition to the nitrogen,
the folloAing shall be used, .05 1b. phosphorous and .05 lb. of pot ash per inch caliper:
EXAMPLE OF TREE FERTILIZATION-,
I cup (half pound) of 31-7-7 Analysis Fertilizer or 2 cups (I pound of 12-6-6 Analysis Fertilizer such
as "Sta-Gireen Nursery Special" or I cup that f pound) of Scofts-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 manulacturees, 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 I 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, ONNiier will accept the use of "Metro -mulch". This mulch is available at Compost
Central, which is located at 563 1 West Blvd., 588-9070,
2.00 Water- Clean, fresh, and free fi-orn harmful substances shall be the Contractor responsibility until final
acceptance,
107 AAAnfitranspirant: Wilt-Pruf, by Nursery Specialty Products, Inc., 202 East 47th Street, New York, New York,
or approved equal. Apply according to manufacturer recommendations.
PAwr 03 - EXECUTION
3.01. Plantine: Prevaration
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).
K 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 titled and bandied
using suitable support of the ball to avoid damage to same.

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 electively 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.
Phor to excavations, Contractor ,hall notify ULOCO (it 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.
102 Plantin, 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 began. A minimum of 30% total planting
must be staked before inspection will be made.
& Fine Gradjp&qf�,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 he 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,
(% Mtrunental 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 fallow s:
Subsurface Drainage
Investigation
I Required Tests: Contractor shall make percolation tests, as may be necessary to
deternrine 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 sail (if standing water is visible, notify the project representative.
b. Quickly fill pit bottom with six inches (6"), approximately 31/4gallons of water.
c. Record length of nine from filling until disappearance of water and divide the
number of minutes by six (6) to give average time on one inch (I "') fall.
d. Compare one inch (I") fall time with the following table:
- I inch in 0-3 minutes indicates rapid absorption
- I inch in 3-5 minutes indicates medium absorption
- I inch in 5-30 minutes indicates slow absorption
-1 inch in 30-60 minutes indicates semi -impervious soil
-1 inch in over 60 minutes indicates impervious soil

& If soil is indicated to he semi -impervious or impervious, or if water is initially
found in test pit, notify, project representative before proceeding further.
el 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.
If contractor makes proper tests and files complete records indicating no semi-
imperv,iemus or worse conditions, he will not be held responsible for future
subsurface water damage to wvork 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: Uie 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 cif existing trees.
All planting beds shall have a 4" V-cut trench installed at the perimeter cat" the planting bed and
adjacent to concrete vvalks, curbing, and grassed areas. The V-cut trench shall lorni the bed line
edge. Trench depth and width shall be consistent and unifonn 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 ofair
pockets. No burlap shall he pulled from under the root ball.
Backfill one-half (',/2) of remaining hole with planting mixture herehibelore specified, and water
thoroughly, Backfill rest of bole with planting mixture, Finn dovNm, 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 trom 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:
Diatneter­- 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

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. lertilizer contact with
foliage and plant stem shall be avoided. Should fertilizer comae 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
hilly 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 berni with hose stream, or to gouge out holes
in the backfill.
1, Rnmin,: All pruning shall be performed in accordance with AmeAcan riStandard for Nursers, Stock
.ft-HIC --do
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.
I Wramring and Stjikirii- (a) Promptly after planting, the trunk- of all single-sternmed 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 he neat and snug, at 2' intervals
vvTapping shall be secured Nvith 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-l'bot intervals along the trunk with t-,vine. 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 I I month inspection by the Contractor.
tb) Stake all trees _2 to 5 inches in calipervvith (3) 2" X 21' X 30" wood stakes per tree.
Stake trees 5" and above with 4 stakes. Stakes shall be driven into undisturbed soil. Place rubber
hose !/2 to I 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, 1,14" polypropylene rope, or 1/2" - -1/4" nylon strapping. Contractor shall be
required to check the stakes on a monthly basis and adjust any, stakes that have loosened,
K. ),Ltulebing 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 inulching material.
Prior to mulching, apply Dacthal 75WP proem ergent herbicide or approved equal to surface at the
rate of 10 lbs/acre or I ib./5000 sq. ft. A second application at 10 lbslacre or I lb,11,5000 sq. ft, shall
be made after mulching. Application shall not proceed without the presence of a representative of

the Engineering Department.
103 Relocation ofExisting Trees:
A, Scope: Provide materials, equipment, and labor to relocate existing trees from areas to be cleared on
site.
B. Execution: Trees to he relocated shall be. as shovNo on the drawing , 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 I " of tree caliper. 'Trees 4" in caliper and smaller are to be measured 6" fforn 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.
T%es 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 Erigineer. 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
Plantina and Related Items. The Contractor shall provide water to maintain a healthy condition.
All transplanted trees will he maintained and guaranteed throuaout the prqject 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 FnginceT. 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.
Tice Contractor shall backfill abandoned pits with suitable topsoil to compacted finished gyrade.
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 he responsible
for maintaining all plant beds and individual plants, in a weed -free condition until final acceptance.
3M Guarantee�dRq ajacement-
'The Contractor shall guarantee all plants (trees, shrubs, ground coven', annual flowers) and all other materials

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 he 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 otilnitally 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 ftom Engineer. These and any plants missing, shall be done by
contractor during the normal platifing season. All replacement plantings shall have an extended warranty
period of (12) months front 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.
109 C I lan u .'
During the installation, the Contractor will be required to keep all areas clean.
At the time (if final inspection of work and before issuance of the final payment, the Contractor shall clean
paved areas thoroughly by sweeping and/or washing. Any dairtage, detacements 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 laridscape operations shall be disposed of by the Contractor,
3.10 Final AcceDtance:
Upon completion of all planting operations, including cleanup, the Contractor shall notily the Engineer and
accompany him or her on inspection of planting. Any items found to be unsatisfactory shall he 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

PART I - 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
ASection 32 93 00 - Planting.
1.0 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, Jumble Will, Bindweed, Bent Grass, Wild Garlic Perrenial Sorrel, and Brorne 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.
BProvide 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.

1.07 PROJECT CONDITION
A. Protect existing utilities, paving, and other facilities from damage caused by seeding and
sodding operations.
& 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 sadden 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.
PART2 _ PRODUCT
2.01 SEED MIXTURE
A. l 00 roc, rebel 11 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 ether 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 I" - 1-1l " thick with clean cut edges. Mop
sod before stripping...
B. Grass Type: Rebel Hybrid Fescue, or approved equal.,
2.03 ACCESSORIES
A. Straw rxruleh. Clean teat or wheat straw well seasoned before hailing„ free from nature
seed -bearing stalks or roots.
B, Fertilizer: Recommended for grass, with fifty percent of the elernents derived from organic
sources to the fallowing proportions; Nitrogen 10 percent, phosphoric acid10 percent,
soluble potash 10 percent.
C. Vv` ten Clean, fresh, and free of substances or matter which could inhabit vigorous growth of
grass.
Dy Erosion Fabric, lute matting, open weave, or other as specified in plans or approved by
Landscape architect.
E; - Ground limestone; Containing not less than �'r`® of total carbonates and ground to such
finenessthatStl% 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,
2

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
Pear 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, Doll 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.
U Lay smooth. Place top elevation of sod flush with adjoining paving.
ESecurely 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,
GAfter 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 ofthe lavvil areas by
the Owner.
B. Maintain seeded areas including spot weeding, application of herbicides, fungicides,
insecticides, and re -seeding until a fill, uniforrn stand of grass, free from weeds, undesirable
grass species, diseases and insects is achieved and accepted by the Owner's Representative,
I Repair, re -work, and re -seed all areas that have washed out, are eroded, or do not
genninate.
4

1 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,
1. 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
X 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
5

l .dl Related Do usnents
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 ditTerent specification.
1.04 Belated Work Specified E lsewbere:
Planting (32 93 dd
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.
PAIN 0 . PRODUCTS
2.01 Slniptncnt and Qelive .
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.
102 Soil Materials
Planting Mix. Planting mix shall be made up of three () 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 herein,
B. To soil-. Shall be natural, fertile, agricultural soil, capable of sustainin vigorous turf -tb. It shall
2— 9 grow
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 ofconstituents
Maximum 301% clay (red clay, well pulverized); clay shall be sterile
Minimum 5% well -rotted sawdust, leaf mold or other approved partially decomposed
organic matter.
Maximurn 50% silt.
Maximum 45% coarse saird 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 (Dolornite) containing not less than 85% total carbonates and shall be ground
to such fineness that 50% will pass through a 100-mesh sieve and 90% will pass through a 20 mesh sieve.
The following is a list of acceptable starter fertilizer for new lawn:
FERTILIZER PRODUCT ANALYSIS APPL.RATE VENDOR
Country Club Turf` 13-25-12 340 lbs./acre or Smith
Turf &
Products 8 lbs/I 000 ft> Irrigation (STI)
Lebanon Chemical Corp. Charlotte, NC
Scotts Proturf 20-26-6 220 lbs./acTe or J ini Tosco
O.M. Scott & Sons 5 lbs/ 1000 sq. ft. Lexington, NC
Eastern Plant Food Co. 18-24-10 250 lbs./acre or Local
Garden
6 lbs,/1000 sq. fL Center
Sta-GTeen
Garden
Sta-Green Plant Food Co.
18-24-10 250 lbs./acre or Local
6 tbs./1000 sq. ft Center
250 lbs./acre or Sta-Green
6 lbs./ 1000 sq� ft. Sylacauga, AL

Or equal fertilizer approved by the Engineer.
Commercial fertilizer applied at seeding time shall be per analysis listed above in which 1/� 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. A
fertilizer becoming caked or damaged will not be accepted.
104 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.
105 Warer'. Clean, fresh, and free from harmful substances shall be provided by contractor. Water turf thoroughly
ly—
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 tnot available the contractor shall provide water until final
acceptance of project at the rate specified belovv.
Provide water to new turfareas as follows:
0- 14 days
170 gallons/1,000 s.fevery day
15-28 days
225 gallons/1,000 sf every other day
29-42 days
340 gallons/ 1,000 sf every three days
43-84 days
680 gallons/1,000 s.f. once per week
After 94 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,
106 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.
MMIDNEEMOMM
3.01 .,rtul'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 [at). 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.
102 Fine grading 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 propcised 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 pending of water.
Lime shall be bumolcastand 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.

103 Lawn (betatrons: 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 '/,. the total
seed 'rate specified, Immediately after seeding, all la-,,vn areas shall be lightly rolled. If slope is to excessive
then seed shall be raked into top 114" 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 I 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.
104 1-1ydroseedin,,:
N
B
Hydraulic -Mulchin),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, unifornily over
the soil surface at the material application rate recommended by the manufacturer, The hydraulic
mulching equipment shall contain a continuous agitation systern that keeps all materials in uniform
suspension throughout mixing and distribution cycle.
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.
S LIPOare 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 maxim urn 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: I O.0%, +/-3.0%
Organic matter (wood fiber): 99.2%, +/- 0.8% oven dried basis
Ash content: 0.8%,+/42%

kVater holding capacity (min.) 1,000
(grams of water/ 100 grams of fiber)
After installation apply water as specified hedn.
3.05 Maintenance: The contractor is immediately responsible for all maintenance of turf until final acceptance.
Pris includes all necessary watering, fertilizing, nio-wing, trimming, printing, leaf removal, and any necessary
weed control. Also, this includes any erosion repair, reseeding, and incidental operations necessary to
establish a vigormis, healthy and uniforin stand of grass. All areas which fail to show a uniform stand of grass
for any reason shall be treated repeatedly until a uniforin stand of at least 90% coverage is attained with no
bare areas greater than five square feet,
Grass moNsing operations shall be done by the contractor until final acceptance of work. klowing shall be
done only when the grass is dry. Mosving of rescue shall take place whenever grass height is 6", mid shall be
cut to a height ot'3 1/2". Mowing of Bermuda grass shall take place whenever grass height is 4, and shall be
cut to a height of 2-
When directed by the Engineer, contractor shall top -dress turf areas as described in Section 886 of NCDOT
Standard Specifications for Roads and Structures.
3,06 Guarantee: The contractor shall guarantee all new turf area materials and workmanship for a period of
hvelvefl 2) months frorn 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-Un: 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 contracton The
contractor shall remove construction equipment, excess rnaterials, tools, and all other debris and rubbish
front the site,
3.08 Final Ac 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

SECTION 34 7100 - PIT GRAVEL PATHWAY
hill Related Documents;
A, All applicable provisions of the Bidding d Contract Requirements, and Division i - General
Requirements shall govern the work, under this section.
1,02 Work included.
A. Provide all labor, materials, necessary equipment and sere ices 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".
B3 Including, but not necessarily limited to the folio-kvin :;
1, Preparation of`sab-grade::
I Installation and compaction of base, course.
. Spreading of pit;gravel surface,
1.03 Related.. Work`_
A. Section 3120 00 - EatfinNcork
B� Section 3122 1 -Fine Grading
1.04, Ouafitv
Assurance-
. NCDOT Standard Specifications.
I . Work and materials shalt 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.),
f : American Society for Testing and Materials.
1.05 Submittals;
Provide copies of materials, notarized certificates of compliance signed by material traducer and
Contractor, certifying that each material item complies with, or exceeds, specified r°cquirement .
1.f n Locations. Layout And Grades,
:'o, Locate and layout path areas with reference to Property lines, mid information on the drawings as
acceptable by Engineer ineer and Developer. Where indicated., paths shall be rough staked, flagged, and
reviewed by Engineer prior to clearing or construction.
I . Establish and maintain required grades and elevations as indicated can the drawings.
C. Where. permanent reference monuments are not available, obtain proper line locations from authorities
having jur sdiction.
D, Establish and maintain required lines and elevations.

PART 02 - PRODUCTS
2.01 Fill.
A. All fill shall be clean rock, and sand (maximum rock size = i inch.
B. Fill shall be compacted thoroughly as per Section 31 23 23-Earthwork:
102 Stabili7ation Fabric:
NOT USED.
D.
2.0Pit ;Travel:
"Concord Pit Caravel" available froni Bond's Gravel Pit, Route 1, Box 358D, Harrisburg, , NC 2 073 or
equal- Maximum allowable diameter of"pit gravel shall be I" diameter.
B. Contractor to supply one cubic toot sample of pit'gravel to owners' Representative for approval pricer
to delivery of material to site:
PST EXECUTION
3.01 ft argtion Of Sgb dc:'
A. Conform to NCDOT. Sections 225, 22h, d to Section 31 23 1. 3 of these specifications, minimum,,
LBR value of fortor (40).
K Bring the bottom of'the excavation of the.: trail areas to a surface ofuniforin density, stabilization shall
be with a material acceptable to the County"s Representative.
C: Remove soft, yielding material acid rather portions of the subgrade"which doer not compact readily and
replace with suitable material and bring the voliole 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.
2. Carbonates of calciurn and ma ttesir sninir urn 70%o (Grade ff2).
3. Aerate and dry st bgrades which are tote wet fear proper compaction,
D. Remove submerged stumps, roots and rather perishable matter encountered in the preparation of the
sub Tradc to a lime and grade and to a foundation of uniforin compaction and supporting power,
E. Bring subgrade which has been property filled and shaped to a firm unyielding surface, by rolling
entire, area with an approved pon=er roller weighing a minuriurn of 10 tonal,
1, Thoroughly compact area inaccessible to the roller with approved harm tomi per.
2, Apply water sufficiently to compact the subgrade where the subgrade is of a dry, sandy
nature and cannot be rolled;

F"
Test subgrade for crown and elevation after preparation and immediately before base or pit gravel
course is laid.
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 mints;
1 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 }bath:
A.
Install approved ABC sto ie per applicable requirements of lslCDOT `section 520 as detailed tin
drawings and proof mall, as rewired by referenced specifications.
B.
Install approved pit gravel as detailed on the drawings so that an alter compaction depth of " is
achieve.
C:
Proof roll and compact pit gravel so that a minimum compaction of M') is achieved.
U
All gravel walkways shall be constructed as shmvi on standard detail. in locations where walks are
constructed can steep grades, where specifically," indicated on plan, the soil may, be stabilized by using
ptartlaiad cement at a rate of 5% by w olume of the last P ravel.
104 Protection Of i~orrailetedWork:'
A.
protect complete path from da naging loading, traffic vibration, and water flow.
B.
Contractor shall be responsible tear any expenses incurred for fixing path from damage pricer to final
acceptance,
3,05 Cie Uri°:
Remove all debris and excess material immediately from prtlaect site.
Take down all barricades only after all work included in this section is finished and inspected, and only
after sea directed by'taunty"s Representative,
C,
Leave project area neat, orderly ' d free of any hazardous conditions.
END OF SECTION

SEEN SPECIFICATION
SECTION 02920 WNW & GRASSES
PART 1 GENE
1.1 RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division °I Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Seeding:
. Sodding,
. Erosion -control materidl(s).
S. 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,
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 "IrrigationSystems" for lawn irrigation.
S, Division 2 Section "Exterior Plants" for border edgings.
1.3 DEFINITIONS
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,
ubgrade: 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 sail profile, and typified by the lack of organic
matter and soil organisms.
LAWNS AND GRASSES 0 [i _ 1

SEED SPECIFICATION 11-26-2015
1A SUBMITTALS
AProduct Data, For each type of Product indicated.
C. Qualification Data; For qualified landscape Installer.
EMaterial Test Reports: For existing surface soil and imported topsoil.
F. Planting;Schedule: Indicating anticipated planting dates for each type of planting,
GMaintenance 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
AInstaller Qualifications: A qualified landscape installer whose work has resulted in successful
lawn establishment.
1i. Installer's Field Supervision: Require Installer to maintain an experienced fuit-time
supervisor on Project site when planting is in progress.
2, Maintenance Proximity: Not more than I hour normal travel time from Installers 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.
1 . 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.
Dreinstallation Conference: Conduct conference at a location TDB by Owners preference-,
contact Owner's representative,
16 DELIVERY, STORAGE, AND HANDLINI
3M2MME2=#MMHEM=,amaged containers.
LAWNS AND GRASSES 02920-2

ASUNIM
1.7 PROJECT T 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. Fell 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.
Sodded Lawns': 20 days from date of planting completion.
S. 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
.1' SSFC
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 fellows:
Seed Species: Seed of grass species as follows, with not less than gg percent germination, not
less than 95 percent pure seed, and not more than .5 percent weed seer:
1. Full Sun: Falcon Ill Fescue (need 2 types fescue with KentuckyBlue)
D, Grass Seed Mix: Proprietary seed mix as follows;
LAWNS AND GRASSES 02 20 -

1 Products.- Subject to compliance with requirements, Tall fescue blend (equal parts of two
or preferably three turf type tall fescues) 200-250 lbsiacre.
a. Provide 2 manufacturers & product name to Landscape Consultant for review I
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-
1 . Falcon III Fescue
A. Topsoil' ASTM D 5268, pH r66 6 of'5.5 to 7 a mirilmurn of i4 percent organic material content;
free of stones 1 inch (25 mm) or larger in any dimension and other extraneous: materials harmful
to plant growth.
1 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: ATM C 602, agricultural limestone containing a minimum of 80 percent calcium
carbonate equivalent and as follows:
LAWNS AND GRASSES 02920-4

SEED SPECIFICATION
1 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.
2Class; 0, 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,
BSulfur Granular, biodegradable, containing a thinirnurn of 90 percent sulfur, With a minimum
99 percent passing through No. 6 (3.35-rrim) sieve and a maximum of i 0 percent passi
through No. 40 (1A25-mm) sieve, I
CIron Sulfate: Granulated ferrous sulfate containing a minimum of 20 percent iron and 10
percent sulfur.
D. Aluminum Sulfate: Commercial grade, unadulterated.
P. Perlite: Horticultural perlite, soil amendment grade.
FAgricultural 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.
1, ZeolitesW 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;
1 , Organic Matter Conteft 50 percent of dry weight.
2Feedstock: 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.
1 In lieu of decomposed wood derivatives, mix partially decomposed wood derivatives with
ammonium nitrate at a minimum rate of 0.15 lb/cu. ft. (2A 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 02920-5

SEED SPECIFICATION 11-2 -201
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,
sties, soil, weed seed, and material harmful to plant growth..
Mlt K dK+il�.'"�..:1
A. Selective herbicides. EPA registered and approved, of type recommended by manufacturer for
application;
2.7 FERTILIZER
, Bonemeal: Commercial, raw or steamed, finely ground; a minimum of 4 percent nitrogen and
10 percent phosphoric acid,
B. Superphosphate: Commercials phosphate mixture, soluble, a minimum of 20 percent available
phosphoric acid,
C. Commercial Fertilizer: omrneroial-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
1. Composition: 1 lb/1000 sq. ft. (0.45 kgl92.9 sq, m) of actual nitrogen, 4 percent
phosphorous, and 2 percent potassium, by weight.
Composition., Nitrogen, phosphorous, and potassium in amounts recommended in soil
reports from a qualified soil -testing agency,
D. Slow -Release Fertilizer: Granular or pellet d fertilizer consisting of 50 percent water -insoluble
nitrogen, phosphorus, and potassium in the following composition:
1: 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
X Straw Mulch: Provide air-dry, clean, mildew- and send -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 o 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,
inches (150 mm) long.
LAWNS AND GRASSES 02 2 - 5

emu.
B. Erosion -Control Fier Mesh* Biodegradable burlap or spun-coir mesh; a minimum of 0,92 Iblsq;
yd. (0.5 kgrsq, m), with 00 to 65 percent open area. Include manufacturers recommended steel
wire staples, 0 inches 10 mm) long:.
Erosion -Control Mats Cellular, non -biodegradable slope -stabilization mats designed to isolate
and contain small areas of soil over steeply sloped surface, of 8-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; Ceoweb;
C. Tenax Corporation - USA„ Terweba
.10 PLANTING SOIL MIS
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.
. Ratio of Loose beat to Topsoil by Volume` 1:4.
Ratio of Loose Wood Derivatives to Topsoil by Volume: 1_:4.
4, Weight of Lime per 1000 Sq. Ft. (92,9 Sq. m) 500 Ibs.lacre.
. Weight of Sulfur, Iron Sulfate,& Aluminum Sulfate per 1000 Sq. Ft, (92.9 Sq, m) 00
lb,/acre.
0. Weight t of Agricultural Gypsum per 1000 Sq. Ft. (92.9 Sq, m). 500 Ibs.lacre:
'volume of Sand Plus 10 Percent Diatomaceous Earth per 1000 Sq. Ft (92.9 Sq. m): 100
lbs.lacre:
8. 'Weight of Bonerneal per 1000 Sq. Ft. (9Z9 Sq. m): 500 tbs./acre.
, Weight of Superphosphate per 1000 Sq. FL (92,9 Sq. ): 900 Ibs.racre
10. Weight of Commercial Fertilizer per 1000 Sq. FL (8 .9 Sq. m): 1000 Ibs.dacre:
11. Weight of Slow -Release Fertilizer per 1000 Sq. FL (92,9 Sq. m) 1000 Ibs.iacre.
PART 8 - EXECUTION
N
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.
LAWNS AND GRASSES 0 9 -

MEM
3,2 PREPARATION
X Protect structure--, utilities, sidewalks, pav&rhbnts, and other facilities, trees� shrubs, and
Varytings from damage caused bplantihg operations.
1 , Protect adjacent and adjoining areas from hydroseeding and hydromulching overspray,
2. Protect grade stakes set by others until directed to remove them.
S. 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,
33 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.
CUnchanged 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.
I. Remove existing grass, vegetation, and turf. Do hot mix Into surface soil.
2Loosen 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-
1 Remove stones larger than I 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

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.
3A 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,
CFill 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,
&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.
I : 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.
DPrbted� seeded areas With slopes exceeding 1A With erosioh�contrOl blankets installed a
-• accord • i
F. Protect seeded areas with slopes not exceeding 1:6 by spreading straw mulch, Spread
uniformly at a minimum rate of 2 tans/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.
LAWNS AND GRASSES 02920-9

SEED SPECIFICATION 11-26-2015
1 .. 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� Protett 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 5/16
inch (4.8 mm), and roll surface smooth,
3,6 SODDING
A, Lay sod within 24 hours of harvesting. _Co 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.
1. 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.
31 LAWN MAINTENANCE
A, Maintain and establish !awn by watering, fertilizing, weeding, mowing, t6mming, 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.
I 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).
1 Schedule watering to prevent wilting, puddling�, erosion, and displacement of seed or
mulch. Loy out temporary watering system to avoid walking over muddy or newly planted
are2s.
2. Water lawn with fine spray at a minimum rate of 1 inch (25 mm) per week unless rainfall
precipitation is adequate.
CMow lawn as soon as top growth is tall enough to cut. Repeat mowing to maintain specified
height without cutting more than 113 of grass height. Remove no more than 1/3 of grass -leaf
growth in initial or subsequent mowing. Do not delay mowing until grass blades bend over and
LAWNS AND GRASSES 02920-10

i
A.
become matted. Do not mown when grass is wet. Schedule initial and subsequent mowincgs to
maintain the following grass height:
I . Mow grass to a height of 1 to 2 inches (25 to 50 rt m).
Lawn Post -fertilization: Apply fertilizer after initial mowing and when grass is dry.
1'r. Use fertilizer that will provide actual nitrogen of at least 1 Ib/1000 sq. ft. (0.4 kg/ 2.9
sq. m) to lawn area.
SATISFACTORY LAWNS
Lawn installations shall meet the following criteria as determined by Architect:
1: Satisfactory Seeded Lawn:; At end of maintenance period, a healthy, uniform, close
stand of grass has been established, free of wreeds, and surface ; irregularities„ with
coverage exceeding gg percent over any 10 sq. ft, (9:92 sq. m) and bare spots not
exceeding 5 by,5 inches (12 5 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.
Satisfactory Plugged Lawn: At end of maintenance period, the required number of plugs has been been established as well -rooted„ viable patches of grass; and areas between plugs
are free of weeds and other undesirable vegetation.
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.
Use specified materials to reestablish lawns that do not comply with requirements and continue
maintenance until lawns are satisfactory,
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.
Remove non -degradable erosion -control measures after grass establishment period
LAWNS AND RASSEs 02920 - t

Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
Lnike jwLasliE.'D6i air III
Lash Engineering, Inc.
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.
1 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.

Lash Engineering, Inc.
l,�Consufti ,''SA! s v° t �.r''l r rai � ii
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: 'Ili - - 03 i
i �a4c lfo:a 1 it UI-1111 4 1iFhL TM
Lash Engineering, Inc.
ENGINEERING CALCULATIONS
Table of Contents
I. Engineering Calculations
. Hydraulic & Pollutant Loading Deport (influent &Effluent)
b. Sizing Criteria & Calculations
. Total & Effective Storage Calculations
d. Friction & Dynamic mead Calculation
. Demonstration of Maximum Precipitation & Annual Loading 'Pates
f. Report for Auxiliary Power
g. Leading Rate Workbook Water Balance (from Thompson Report)
h. Peru -Rite CalcTool — American Manufacturing
i. Existing In -Situ Sail Analysis Report (from Thompson Report)
j. residuals Management Plan

"Amm
q
Lash, Engineering, Inc.
Civil/Corisultiiig.,'Wastewiter'Pianiiing
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
� tinrin .coo
i .iL!_ee-—M
Lash Engineering, Inc.
Estimated Influent Concentrations and Expected estimates of Effluent Treated Concentrations.
1, Engineering Calculations: "Hydraulic and Pollutant loading calculations for each treatment
unit demonstrating how the designed effluent concentrations in Application Item V.1
were determined".
MUG 0 tlons-Sloll I
Influent
Effluent
Influent
Effluent Effluent
3/10/14
BOD5
354
2 TSS
228
1.3 DO 0.8
3/11/14
BODs
387
2 TSS
251
1.8 DO 03
3/25/14
SODS
316
3 TSS
204
1.1 DO 1.0
3/27/14
BOD5
302
2 TSS
223
Li DO LO
3/31/14
BOD5
314
2 TSS
214
1.3 DO 0.9
Per the email
from Paul Cannon of NorNveco, he states that
BOD of 4 and'FSS of 9 might he
expected.
In all cases, the
results were
far less than the requirements
of TS 1: BOD being <30 mg/I
and TSS being <30 mg/l.
Please call if there are any questions or if we can be of any assistance
Michael Lash, PE.

Lash Engineering, Inc.
Civil/Consulting/Wastewater,,'?Iinning
1104 Cindy Carr Drive
Matthews, cifC 2 105
Phone: [phone]
Lase Engineering, Inc.
SIZING CRITERIA and CALCULATIONS
ATION
Facility is for a 4 Bedroom residence.
Peak Flown Requirements = 480 gpd.
Per SFR Irrigation Area 1 or sheet => 24.21 in/yr. (F. & I.g)-
PreTreat Unit proposed is a Norweco Singular Green Bio-f inetic Unit with a BloFilm Reactor
The Singular Green Unit is designed for 600 gpd > 480 gpd therefore OK
The Biol inetioc Unit is designed for 800 gpd. > 480 gpd therefore Old
Pump Tank is designed for 6 days of storage (minimum) — has separate report for calculations (l.c)
Headworks Unit proposed is supplied by American and is their 16 gpm, dual filter model.
Total flown requirements occur during flushing - 9.2 gpm < 15 gpm therefore OK,
Disposal Drip Tubing is supplied by American Manufactudrig
Length of Run Calculations:
480 gpd x 365 days/yr. ar 12 in ./ft. x 1cf/7.48 gal. x °I yr.124.21in, = 11,609 sf of Disposal
11,609 sf./64"spacing/1 " = 2,579 If of Tubing required
18 runs @ 146'± proposed = 2,610 If. of Tubing proposed 79 If. therefore OK

Lash Engineering, Inc.
iviU onsultingl astewaterr'Planning
1104 indy Carr Drive
Matthews, NC 28105
Phone: [phone]
Lash Engineering, Inc.
TOTAL AND EFFECTIVE STORAGE CALCULATIONS
5 DIY STORAGE REQUIREMENT
Average Daily Plow = 288gpd
Storage requirement = 5 x 288 m 1,440 gals
Pump Tank = 44.5 glint.
Required Storage = 1,440 gals 144.5giin. = 32.5 in.
Storage provided from Inlet in Elev (673.40) — Pump Off Elev. (670.50) = 2 ,90' (3 .8")
Storage Provided = 34.8" x 44.5 g/in = 1,548 gallons of Storage
Storage Required = 1,440 gallon
Total Days of Storage Provided = 1,548 g l 288 gpd -- 5.4 days. > 8 days » O

Lash Engineering, Inc:.
CivillConsultin i astewater[Planning
1104 Caner, Carr Thrive
Matthews, NC 28105
Phone: [phone]
t tT C'a Lashltijwin err
Lash Engineering, Inc.
Friction & Dynamic dead Calculations
Static
Static Head Loss: Disposal High Elev. 673A Pump "on", Elev. 570.5 = .9'
Dynamic
Length of longest 'Lateral = 09"
Total Flow (Dose & Flush) = 4.4 + 4.5 = 9.2 gprri
Headloss through-Headwrorks = 7.0'
200' of 1"Supply & Return Line (4,67100') 22.1'
Headloss through, Laterals = 7`
Minor Losses through bends, valves, controls, etc. ease 10') 10,
Re 'd Safety Factor: 2 .1.
Total Plead Losses (T H) _ 1 2.1
Per Pump curve for a Puturb Pump (in Pump tank):
At 9.2 gpm and at 1 T12.1' of head is well inside the Pump Curve. Therefore OK.
Pump Curve shown on Flans (Sheet 4 of 5 — middle right on sheet).

Lase Engineering, Inc.
CiviliConsultin [Wastewater Planniit ;
1104 Cindy Carr Drive
Matthews, NC 2810
Phone: 04- T-3031
mi e i 1 a shl�tigrineer.coni
Lash Engineering, Inc.
DEMONSTRATION OF MAXIMUM PRECIPITATION & ANNUAL LOADING 'ITEM
From SFR Irrigation Area Calculation Worksh et
Required Peak Flow for Dollar General = 450 gpd or 175,200 glyr".
Leading Rate Group = SFR-B has a range of 19.5 to 25.0 inlyr;
Geometric Mean l sat Range = Ol 015 — O.05
Facility is designed for 40 gpd, which" is a Peak Flew,
Annual Loading rate used is within the provided range at 24.21 inlyr.
Ksat (Limiting) value used is within the provided range at 0.098 in/hr,
Disposal Area
Required Area =lasing the 24.21 inlyr Loading Rate=> an area of 11,515 sf is required.
Provided Area = Area provided is 20,290 sf for tubing > 11,610 sf. therefore Off..
Length of [drip Tubing
Required Tubing for 11,610 sf:
Using 5 "spacing between runs => 11,610 sf 154712m" = 2,580 ft.
Provided Tubing = 290' for 9 laterals = 2,6180 ft. > ,5 1' here or Off.

t Lase Engineering, Inc.
] ] 04 Cindy Caff Drive
Matthews, NC 28105
Phone: 70- 7-')tt31
Lash Engineering,, Inc.
AUXILIARY POWER REPORT
1. Facility is for a Residential House and is not required to have auxiliary power.:
, Facility has 5 Days of Storage which would suffice for all but the most extreme and rare peer
shortages.
3. Facility is powered by d eater well which will not work without Power.
Residence does not have over 5 days of available water stored for emergencies.
Therefore, Wastewater Facility and Disposal is OK from an outage of power.

(a) The setbacks for Irrigation sites shall be as follows:
Spray
Drip
(feet)
(feet)
Any habitable residence or place of public assembly under separate ownership
or not to be maintained as part of the project site
400
100
Any habitable residence or place of public assembly owned by the permittee
to be rnain tain ed as part of the project site
200
15
Any private or public water supply, source
100
too
Surface waters (stream — intermittent and perennial, perennial waterbodiesti
and wetlands)
100
too
Groundwater lowering ditches (where the bottom orthe ditch intersects the SHWT)
too
100
Surtnee water diversions (ephemeral stream, watervoays, ditches)
25
25
Any well with exception of nionitoring wells
100
100
Any Property line
150 B
'rop of slope of ambanknients orcuts of two feet or more in vertical height
15
15
Arty water line from a disposal system
to
to
Subsurface groundwater lowering drainage systerm,
100
too
Any swimming pool
100
too
Public right ofway
50
50
Nitrification field
20
20
Any building foundation or basement
15
t5
(b) Treatment and storage facilities associated with systems permitted under this Section shall adhere
to the
setback
requirements in Section .0500 of this Subchapter e-crept as provided in this Rule.
let Setback waivers shall be written, notarized, signed by both parties and recorded with the County
RegisteroMeeds.
Waivers involving the compliance boundary shall be in accordance with 15A NCAC 021, MOT
Hiss ort, Vote: Authority GS, 143 -215.1- 143-215,3(it):
If, September 1, 2006,
I 5A NCAC 02T.0607 CONNEURON TO REGIONAL SYSTEM
If a public or community sewage !iysterri is or becomes available, the subject wastewater treatment facilities shall be
closed and all wastewater discharged into the public orcommunity sewage system
History Note,- Authority G,S, 143-213 ],,143-215 3(al);
Eff. September 1, 2006
15A NCAC 021'.0701 SCOPE
This Section applies to all high -rate infiltration facilities. fligh-rate infiltration facilities include all ,racilitiesthatdisposeof
wastewater effluent onto the land at an application rate that, mects or e)ceeds the rates provided in Rule .0702 of this
Section.
History Afore: Authori(yG.S. 143-215.1; 143-215.3(0,11
Eff'September 1, 2006.
15A NCAC 02T A702 DEFINM, ONS
As used in this Section, "High -rate infiltration" shall mean:
(1) In coastal areas as defined in Section 15A NCAC 021-1.0400, an application rate thatoceeds 1.75inches
of wastewater effluent per week (O.156 gallons per day per square foot of land).
(2) In non -coastal areas, an application rate that exceeds 1.50 gallons of wastewater effluent pet` dad per
square foot of land (16.8 inches per week,).
History ,'Volel- Authorily(3,S. 143-215,1; 143-213,3(q);

(3) setbacks as required by Rule .0006 of this Subehapter; and
(4) site property boundaries within 500 feet of all -,vaste treatment, storage, and disposal sites).
(e) property Chy'nership Documentation shall be provided to the Division consisting of
(1) legal documentation of ownership (i.e„ contract', deed or article of incorporation);
(2) written notarized intent to purchase agreement signed by both parties. accompanied by apbtorsutvew,
map; or
(3) wTitten notarized lease agreement signed by both parties, specifically, indicating the intended use ofthe
property, as well as a plat or survey rnap. Uase agree stets shall adhere to the requirements of 15,E
NCA C 021 L .0 1 07
(t) An Operation and Maintenance Plan addressing routine inspections, maintenance schedules, troubleshoofinganda
laynTan's eNplanation about the wastewater treatment and irrigation disposal systerms shall be submittedtotheDivisicaby
the applicant.
(g) A letter from the local County Health Departarent denying the site for all subsurface sy sterns shallbe sulattitedtothe
Division by the applicant,
(h) A notarized Operation and Maintenance Agreement shall be sutra fitted to the Division by the applicant.
11istoty Nore: A uthorify G.S. 143 -215, 1 . 143 -215 3 (a);
ff September 1, 2006,
15A NCAC 02T.0605 DES IGN CRUERIA
(a) The requirements in this Rule apply to new and expanding facilities
�jb) Mini mumdegrec oftreatment prior to storage shall meet a monthly average offive-day Biochemical 0,\ygen Den -end
(BOD,) � 30 mg/L; Total Suspended Solids J30 nig/L; AnTnonia (NH3) 5 15 VL" and Fecal Coliforrns s 200
co [on ies/ 100 nit.
(c) Waste, including treated waste, shall not be placed directly into, or in contact with, CA classified groundwaterunles's
such placernent will not result in a contravention of GA groundwater standards, as demonstrated by predictive
calculations or dcling,
'(dTM a vation into bedrock shaft be lined with a 10 millimeter synthetic liner.
-Earthen treatment and storage facilities shall be prohibited.
-pass and overflow lines shall be prohibited.
(g) A water -tight seal on all LreaUrrent,"storage units or mimmum of two, feet protection from 100-year flood shall be
provided.
(h) preparation of an operational management plan, and, if appropriate, a crop nianagernent plan shall be provided.
,_,A(i) Fencing shall be provided to prevent access to the irrigation site (ritinittrum2-strand wire) and treat ntentunksshallbe
secured with locks on all tankage and control panels.
_lj) Irrigation system design shall not exceed the recommended precipitation rates in the soils report prepatedparsuareto
Rule .0604 o f th is Sectio n.
(k) Septic, tanks shall adhere to ISA NC.AC 18A 1900,
(1) Tablet chlorination disinfection shall be provided.
(,in) A riunimumof live days of storage based on average daily flow between the purnp offfloat and inlet invenpipeshall
be provided.
(n) Purnp/dosing, tanks shall have audible and visual alarms e.-stemal to any structure.
(o) Rain / moisture sensor shall be provided to prevent irrigation during precipitation events or wetcondhins thaoAould
cause runoft.
(p) A nrinimurnof 18 inches ofvertical separation between the apparent seasonal high watertable andthegroundsurfkx
shall be provided.
_1q) A minimum of onef6ot of vertical separation between any perched seasonal high watertable and the groundsurfive,
shall be provided,
'(hi Loading rates shall not exceed 50 inches per year.
11istory Note" Authority G.S. 143-215.11- 143-2153(u,)-
h, ,ff September 1, 2006.
15A NCAC 02T.0606 SETBACKS

Single Family Loading Rate Worksheet

Project Name: Underwood Tract
Facility Address:
County: rru
Prepared by Larry B. Thompson
Project Design Flow = 480 gaiida
FR-LR -0

Project Name: Underwood Tract
Location of Temperature Data:Station: 311975 - Concord
Starting Year of Data cord: 1971
Ending Year of Data Record: 2000
Period of Record (rears): 30
Source of Data: Mate Climate Office N
Site Latitude (degrees) 35.39 within rang
Calculated PET: 3316 inches
Mean Monthlydated
Temperature I Daylight PET
fd amp 1 141AWt 111 in i �€ fin
Jativa
bru
March
A ril
day
June
Jul
August
September,
ito r
�iorterrabr
De mb r

Project Name: Underwood Trat'
Location of Precipitation Data: Station. 311975 - Concord
Starting Year of Data Record: 11
Ending Year of Data Record: 2000
Period of Record (years): 30
Source of Data: State Climate Office NC
80th Percentile annual Precipitation. 63.25
R-LR -0

OEM -
SITE ADDflESS.
10389 NC� HwyV! E,
Mt. Pleasant, NC,
Perc-Ritee Calt;Tool version 3,0
American Manufacturing Company, Inc.
1-800-345-3132 www.americanonsite.com
0
k
1104 Cindy Carr Drive
Matthe"i NC 28105
SIgNATURg-
SQ:ECT ONg
,site Plan Attached: 1"'WRIN
N .01
Zone Detail Attached-
aw
Model Number Specs- law
SYSTEM INFORMTION: (Autornatically Computed based on Worksheet)
Efftuent Quality : AerobickTS-11 Total LF Tubing P"Ided 2610
Zone Dditail - z 3 a 2 GPD 480
ELECTRICAL REQUIREMENTS:
Pump 1/2 HP, I I 5V, I PHASE
Control 15 AMP, 11 SV, 1 PHASE
Other: r—
SYSTEM MODEL NUMBER: You may use either drop -down list, SELECT ONLY ONE,
Aerobic OR Anaerobic: Zone Drip w/ Simplex 2 Filter, 4 Zone Control Panel
Aerobic Only: hlon
OPTIONS
1. DH-INSKIT225: Insulation & Heater Kit for Large Enclosure (208W)
2, BIOLINE500: Drip Tubing per 500 ft Roll NNW
3, BIOLINE1000: Drip Tubing per 1000 ft Roll
Click link below to access-PDF for selected model number.
- Contains Installation Instructions, apes ifiGatitans, & Standard Details
Aerobic EUMP-Curare
Click link below to access Bill of Materials for selectedm2�del number.
A§D1§4-S424
co*4ht c, Annen'Gan Manufacturing Company, lht,, 2012

DESIGN SUBMITTAL
Perc-Ritee CalcTool version 3.0
American Manufacturing Company, Inc.
1-800-345-3132 wwmamericanonsitexom
jLqgbLAME�-, _
FAW A
as & Kate Underwood
gITE ADQRE§Aj
'Mt, Pfeasant, NC,
ssnuas��
8/31201§]l
Las:h �ngineenng, Inio.
1104 Cindy Carr Drive
MgheM, NC 28105
gELECT PNE
Mt6 Plain Attached.
Zone DbUil Attached:
Model Number Spoes:
Copyright 0; Amrican Manufacturing Company, Inc, 2012 9849Kkim9UM

NORTH CAROLINA WORKSHEET. Dispersal system design worksheet for residential systems.
Select One
You must be able to answer Y to both questions in order to continue,
F
IHP' T
4 `' r t �i Tt ,�l na i �i�t4� t,
re supply and return pipes 1"?
i ` x \ ,tit afl,s.
Is the lift to the HU <tt' and the run to the HU<30'"with 1-1/2" pipe?
MOM
Nor
elect One: Anaerobic or
D15 Units are septic or secondary. Washdown units are secondary or better,
erobip
t ti � Tit 01 1
�
elect One: Soil or Saprolite
Found in column 1 on the Goading Rate Chart (given by site evaluator)
roup480
elect One
design quantity of wastewater to disperse, This row equals the total number of
10
21 t tuft s1
GPD, Remember to multiply pu
Bedrooms by 1120M
4
146
Contour Run Length
Enter the tubing length along contour. If run length is not on table., use the actual
run length. Example: 66 it.
6
46
Supply L
Length of supply line between hydraulic unit and farthest cane,.
16
Lift Ft.
erti l lift from off level in the pump chamber and highest zone elevation.
Tab over from
rea oa ing rate required to treat an asperse wastewater. ata ane i to e
Area
input from Loadirrp Rate Chart.
7
�041
gpd/ft')
Sail Group IV,
,per code
in Loading Rate
(See Loading Efate Chart
Chart
6
°112
rea Calculation
oral land area deeded to disperse wastewater.
6611'
oral LF Tubing
Required total linear feet of tubing to treat and disperse wastewater,
4QuCli1
Calculated Runs
Determines number of runs (Total LF r Contour L), Rounds up to the next
1fl
41
illllin. ## Runs
hole number. Found on Zone Detail Table,
L
On Zone Detail
SD 16: Z2
Table, cross the
next highest Run
Use the 6D 15 Zone Detail Table.
Zone
Length (ft) from
Select zone detail from column with neat higher Contour
11
Detail Input the appropriate
14
with the row for at
Run Length and with equal or greeter # Runs.
one Detatl a into the
least
You may input your Zone Detail # in the indicated cell next
drop -down list to the
41,
to the chart. It will then appear in the second column to the
felt..
runs
left on this worksheet.
11
18
Actual # buns
Determined from selected Zone Detail,
12
64
Proposed Spacing Cinches)
Rased on available area and site condition:
13
81
Drawn Slop Width (it)
Calculated from runs and run spacing.
14
11745
Area Calculated Ift)
Calculated from runs, run spacing,, and contour run length.
Can Lift & Distance
D 96. t
Table,
I
cross the
Use the ASD 15 Gift & Distance Table.
12
so
Max, Lift
Supply/Return
Allowed select which Lift &
Distance table you
200
with the column for
You may input your Lift in the indicated cell next to the
used in the box to the
3
hart. It will then appear in the second column to the left on
left,
laterals
this worksheets
[L3
610
Provided
Total linear feet of tubing Provided to disperse wastewater;
14
871
LF/Zone
[Residual
Total linear feet per gone.
`
ill zone flush?
Reference Gift Distance Table for pump capacity determined by the length of run
16
48
TD Available
o the farthest field and the number of laterals. For 1' supply and return only.
*in line # 11, Z = ## of zones, L = laterals per zone, R = runs per lateral

given by engineer
auto-computed1
looked up on tables
2,111 , > user select
Back to toy f p
OPERATING PARAMETERS
15
480
Peak Gallons per day'
Maximum or design gallons per day.
17
288
Average Gallons per day
Average gallons per day, (caiculated as 0% of Peak)
15
4.42
Dosing Flow (gpm)
Based o .51 god per emitter.
19
9.22
Flushing Flow (gprn)
Flow to generate 2 fps at the distal end of each lateral,
III 20
55.55
Gallons per dose
The zone dose volume is 5 times the volume of the pipe.'
21
8.48
beak Design Doses per day
The total number of zone doses. Individual zone doses is this number divided by
the number of zones.
22
672.E
Faun Time (Seconds)
Estimated run time for dose gallons based on filtration capacity, flushing flow, and
dosing rate
Zone rain
This is the rest time at average flow. The rest time is independent of run time.
2
Default standard Rest Time
3 120
(60 rain, rest : 24 doses per day)
Zone ruin
This is the rest time at peak flows, The rest time is independent of run time.
2
Default Peak Rest Time
(bat} min. rest = 24 doses per day)
Zone ruin
(Recommended)
This is the rest time at average flown. The rest time is independent of run time.
3 282.75
Calculated Standard best
(60 min: rest. = 24 doses per day)
Zone rein
(Recommended)
is the rest ;,
This Irene at peak flow. The rest time is independent of run time,
25
3 "1g,85
Calculated Peak':. Rest Time
69 rain, rest = 4 doses per day) ,
( p Y)
Zone dosesiday
(Recommended)
This
This is the total number of hoses per day independent of the number of zones,
rest time is independent of run time,
2
5.1
calculated Standard doses
(4 0 gal per day 150 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,
2
3 8.5
Calculated 'Peak doses per
(450 gal, per day 150 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 paqe

NORTH CAROLINA
LOADINGRATE HART outNn d ceff bekoREQw.ta l� in rage
e�attane+t M.�4( taeau�u. 7rrrs eurrar gets
For A ERICAN C erc-Rite Drip Systems relumed dramas to tine 7 on thy:
Design worksheet.
Instructions: Find the cell where the hi hlited row and column tntersecl, Llien:type that number in the indicated hack to i�dslrtrt
cell to the r aht of the table, E=1
orlaheet
System sizing:
a. The following table shall be used in determining the long-term acceptance rate {LTAR) for
the American Pere,-RitePere,-RiteX Subsurface Drip System. The 1..T`AR shall be based on the: most
hydraulically burning soil horizon "rout 18 inches of the naturally occurintt ground sumac
or to a depth of one teat below drier tubing, whichever is deeper,
Loamy Sand
�sandy Loam
Loam
MEM
PS structure and clay �Sllt Loam
minerabgO Clay Loam
structure and clay Say clay
c, In calculating the number of square feet for the drainfield, the design daily sewage flow rate
shall be ds a ed by the long-term acceptance rate determined from the appropriate table
above.
d. In calculating the minimum length of drop tubing to be used, the total square Footage o
drainflletd shall be divided by two feet.
[actL tcp f P P g

ASD 15 PERC- ITE0 ZONE DETAIL TABLE - AEROBIC OR ANAEROBIC
14 [;PM AI JTnMA'r1r n lP IAYATFMS2A*'FMFTrFR SPfl.MMV 'Tole Zone Detail 4 in
-
..
. ,....
itRUN,.
ZLA
L, :.
ZD
tj
M
L
lA
t t
.A
L
75
i,
Z12l
405
Z121
450
Z121
500
Z.121
500 .
Z131,
450
Z131
660
Z131
625
Z131
75Q
Z131
600
Z122
400
Z122
500
Z.122
600
Z141
6c76
Z141
2114
Z141
1000
_Z141
12Qt1
Z141
400
Z?4t._5Q3
Z14Y
66
Z22fi...6Q
Z221
67Q
Z32
t6Q
Z221
1206
$
Z151
500
Z351
625
fi51
750
Zf:51
1000
x151
112
e
Z12s
45Q
ZJ23,
GQQ
Z1 2
"55
Z132
J;O
Z 3t
1260
Z 38
135t1
Z-
15Ut-
1231
i6CDt3
Z132
45D
Z132
79t1
Z231
6f1Q
Z321
1,900
$
Z124
400
Z124
13Q:ry:
Z''142
60Q
Z142
'10*0
Z142
12112
Z241
166Q,
Z241
1800
Z241
2000
Z241
2400
Z142
46G
Z142
55Q
Z222
600
Z22Z
11tt13
ZZ22-
12Q11
7241
k
241
1 wo
Z241
12oo
4
Z133
455
Z133,
675
7133
921
Z33°
1665
Z331
202
Z331
225O
;r331
2'tl6
Z125
___
5
..__
Zt62
_.
_ 75Q
Z261
,...m
*C Q
�..._—
Z 61
..__.
jZSQ
-,.ww
7251
1500
Z251
_
2°*1QQ,
r �._.
Z25i
�
225i3
___
Z t 52
56+6
3t
a
Z126
6Q"�
1 4
900
Z343
12QQ
Z232
15Q
Z232
163Q
Z34fi
41G,
34i
27iDQ
Z341
3 6(1
Zit
ati613
Z134
6u,
Z143
Q23
Z223
1'::2Q
Z322.15:Q
Z43t
24CQ'
Z431
27CQ
Z43
3f4.5Q
L4"s1
h0
Z143
6QQ
Z223
2QQ
-232
9200
Z232
13QQ
Qa
14
Z271
1400
u�
Z136
76;
Z351
1875
235t
225
Z35t
3QDQ'
Z351
3�'375
Z144
520,
Z,44
1200
Z242
1666
Z242
2313
Z242
2400
2441
3200
Z441
3 5i
Z44+
tt75G
Z441
4565
Z242
600
L242'
i202
e
Zt,36
aQu
Z23
Es6Q
ZZ33.
116f
Z,3i _
225.
_.
a',3:3Z
27Q6',
r4
Z233
90
Z323
1ECt6
20
Z145
1000
1252
t5tolt2
252
ilk'?(1
71�t
t51Q
�4�1,
C53
Z451
4?rt
LS5,mm4��Q'
Z252
152u5
21
Z371
2100
x3,
T14
S Q
?Z34
tt1G]
ZZ43
,?4Qf1
22t ,
3a>00
7142
13606
Z22
32Qg
Z324
15QQ
4
14CQq
d32.,.3
s
s 432 ,
3b"±6
Z234...120D
Z423
2400
ZZ43
1200
Z333
2025
Z333
2700
23
1-272
1456
I Z471
2800
Z235
1535Q
Z253,
225Q
Z352
36Qrt_
Z253
1 500
Z352.
225Q
cx
Z244
_..
36Q7
Z 44
_ ....._24Q3
Z42
Z44_._.
:320
2442
b63
Z442
466E
Z424
;4DO
M
Z236
fi6C
Z33a
27QC
Z,343
36Q
Z326
1502
'.334
Q
7433
MOD
a4
Z245
200
T452
32+ Q
_
Z4a2
4715
.w....
Z254
2QCrt;'
at
42
Z372
2160
_.
41
44
as
Z335
225
Za53
3375
46
a�
49 :..
Z'246
_
2400
.,.
Z344..
,. "..>
36CtG
....m,..
Z44,3
M...._.._
4:3ts0
Z344
24i70
Z434
3600
Zone Det wl Nomenclature'
First number = # of zones
Second number '= laterals per zone
TNrtt number = nuns per lateral
Exarnpw Z234 = 2 Zones, 3 laterals per zone, 4 runs per lateral
outlined cell below.
., =
act tea Desiqn
6+ orltsneet

E
LATERALS
if li° °i III
L
*Type amount of Lit in
the outline cell below.
This number gets
returned to a column on
lire 12 on the Design
rkshe t, You still have
to manuaily input this
number r on the
tttD
Back to Qg§jgn
rk h t

AMER I CAN MANUFACTUR I NG COMPANY, I NC.
DR I P HEAD LOSS CHARTS
DRIPPER LINE
N000,111 III
LENGTH
HEAD
HEAD
LINEAR
LOSS
LOSS
FEET
PSI
FT..-
50
7
16
60
7
16
70
7
16
80
7
16
-go-
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
is
190
7
17
200
8
18
210
9
20
220
9
21
230
it)
23
240
11
24
250
11
26
12
28
0
13
29
280
14
31
290
14
33
310
16
37
320
17
39
330
340
19
44
350
20
46
360
21
48
370
22
51
380
23
53
390
24
56
400
25
59
FLOW
TOTAL
TOTAL
IN
LOSS
LOSS
GPM
IN TDH
IN TDH
25 gpm
15 qpm
UNIT
I T
5
2
4
6
2
4
7
3
5
8
4
6
7
10
6
8
11
7
9
12
7 0
11
13
8
12
14
9
13
is
10
16
16
12
19
17
14
22
18
16
24
19
18
27
-zo
20
28
21
21
22
22
23
-",23
24
24
25
25
F I LTRAT I ON UN I T LOSSES-
The pressure loss for all the valves, filters, fittings, flow meter,
etc. for the pre assembled filter unit have been calculated and are
Freund 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 colurnn and record the head loss for the filter unit
used in the system.
W
Oc American Manufacturing Company, Inc., 2006

ADDENDUM
Single Family Residence Wastewater Irrigation System
olil Scientist Report
Underwood Tract
10389 NC Highway 73 East
Mount pleasant, N+
Cabarrus County
Prepared for:
Thomas and Kate Underwood
4605 Sapp Road
Concord, NC 28025
Prepared By:
O m.
0" n All
y
Envi f"O'n M e0tal't
Thompson Environmental Consulting, Inc.
PO Box 541
Midland, NC 28107
704- 01 4881
July 29, 2016
t

fflnTemmm
This update is submitted as an addendum to the. Soil Scientist Report, dated May 4, 2016,
and submitted as a site assessment of the Underwood Tract located at 10389 NC
Highway 73 East in Mt. Pleasant, North Carolina (Cabarrus County Parcel Identification
Number: 56802125620000). The Cabarrus; Health Alliance (CHA) denied the request for
an Improvement Permit and as a result, the landowner is considering a surface drip
wastewater disposal system for a single family residence. Thompson Environmental
Consulting, Inc. (TEC) has been retained to conduct the soil investigation for the system
in accordance with state rules 15A NCAC 02T. 0600 (2T Rules) for a single-family
surface drip irrigation system,
Soil Fertility Analysis
As required by the above state rule, a representative soil sample must be collected and
submitted for Standard Soil Fertility Analysis. A composite soil sample ftom Area I was
sent to NCDA&CS Agronomic Division for analysis, The results for the fertility analysis
are typical for a Piedmont soil and are, included within.
Supplementing the original Soil Scientist Report with this addendum should, fulfill the
necessary information required for the Soils Report.

lin—--"-" 1c Division—Phone-,—(919)-73-3---2-,,$-56—,—"-- W-" e-"b-s"'-it-e—:wvv--,'w-
Client: Larry Thompson Advisor:
Predictive Home & Garden PO Box 541
Midland, NC 28107
Mehfich-3 Extraction
bol K R Sampled County: Cabarrus
Sampled: Recoive& 04/2712016 comploto& 05/0512016 Fay:
Sample ID: YOST
time Re!gom,mendgtions N-P-K Fertilizer Recommendations
Crop 1 - Lawn (not centip)
80.0 lb per 1,000 sq ft 20 lbs per 1,000 so It 5-10-5
Crop 2- Lawn (not centip.)
0.0 lb per 1,000 so ft 20 lbs per 1,000 so ft 5-10-5
Lime History-
Test Results:
Optimum
Phosphorus index (P-l) = 17
pH
J,
pH = 4,9
�
�e Potassium index (K-1) = 57
Larry Thompson
10
51 615 &0 07
Below Optimum PtimumoAbove Optimum
If you cannot find the fertilizer recommended here, choose one from the
Additional HM%
W/V CEC Mn-1 Zn-1
CU-1
S4
same Group (A, B, C or D) listed on the last page of this report.
Test 0.32
&98 112 152 94
39
27
Note.- This soil test does not measure nitrogen (N) levels, N fertilizer
Results,
g/CM3 maq/100 CM3
recommendations are based only on needs of the designated crop,
North Carolina
10"woLo Vwwt Foul 04131W'vokm
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality,
- Steve Troxier, Commissioner of Agriculture

NCDA&CS Ai mic Division Phone: [phone] Website: www r.gov/agronomi/
Report No. i-SL00180
Larry Thompson
Page 2 of 2
Understanding the Soil Report
Lime
Report Abbreviations
Application of lime at the recommended rate will raise soil pH to the optimum range. Do not apply too much lime. When soil pH
becomes too high, lowering it is very difficult. Often, the best solution then is to choose plants that can tolerate a high pH.
CEC cation exchange capacity
Choosing dolomitic lime can be advantageous because it contains the nutrients calcium and magnesium, Pelleted lime is easier to
Cu-I copper index
spread uniformly than powdered lime,
HM% percent humic matter
Lime can be applied at any time of year, but because it reacts slowiy, it is best to apply rt several months before a new planting.
Mn-1 manganese index
Mixing it into the soil will speed the reaction time. Lime applied to the soil surface takes much longer to correct soil pH.
pH soil pH
A surface application should not exceed 60 lb per 1,000 so ft, If a soil report recommends more than this, apply 60 lb per 1.000 so
S-1 sulfur index
ft initially and the rest in similar increments every 6-9 months until the full rate is applied.
SS4 soluble salt index
Fertilizer
WN weight per volume
Sell tests do not measure nitrogen (N) since it is very unstable in soils; the N recommendations provided on the soil report are
Zn-I zinc index
based on plant needs. If soil -test P-1 and K4 values are adequate (1>50), only nitrogen is recommended- Group D below. A mixed
(N-P-K) fertilizer is recommended if P-1 and
Time Fertilizer Application to Coincide
K-I values are less than optirnum- Groups A - C below. Although a specific fertilizer grade may be recommended (e,g,, 5-10-10),
with Plant Growth Cycle:
other equivalent options are likely to be available (e.g., any fertilizer in Group A from Table 1).
Bermudagrass: May, July, Sept
Centipedegrass: May
Tips on Fertilizer Application
St_Augusfine grass: May, August
To determine how much fertilizer to buy, estimate (in feet) the length (L) and width (W) of the area to be treated, L x W = so ft.
Tall fescue: Sept, Nov, Feb
Square off curves to make estimates easier. If the recommendation is 20 lb per 1,000 sq ft and your area is 5,000 so ft, then you
Zoysia-, May, July
need 100 lb (20 x 5) for your 5,000-sq-ft area.
Flowers/sh rubs-, prior to planting or during
Calibrate your spreader according to manufacturer settings. Apply half the total rate in one direction; apply the rest at a 90"
the growing season
angle. This cross -hair pattern provides a more uniform application.
Vegetables; prior to planting
After application, sweep up any fertilizer on hard surfaces and apply to fertilized areas so rainfall does not carry fertilizer to a
storm drain.
LablrGupsof jqgjyjjjgA fertilizers that sup .ply 1 lb of N per 1.000 so ft
Helpful Links
Group A. low E-1 +,12w,K4 Cron p,BjowP-lj_fijUhK-1 QroLjpC: high P-1 +low K-I Gr uRY D,
A Homegwnees Guide to Fertilizer
5-10-10 @ 20 lb 5-10-5 @ 20 lb 8-0-24 @ 12 lb 15-0-0 @ 7 lb
3-9-9 @ 30 lb 18-46-0 @ 6 Ib 16-0-14 @ 71b 21-0-0 @ 5 lb
Nat2,4. Ferfifization of Lawns. Gardens
10-10-10 @ 10 lb 18-24-10 @ 6 lb 6-6-18 @ 18 lb 16-0-0 @ 6 lb
& Omamentals
11-15-11 @ 10 lb 9-13-7 @ 11 lb 5-5-15 @ 20 lb 28-0-4 @ 4 to
Caring for Your Lawn & Environment
8-10-8 @ 12 to 9-17-8 @ 11 lb 10-0-14 @ 10 Ib 12-6-6 @ 8 to
Carolina Lawns
Since these rates supply I to N per 1,000 sq ft, use half the rate if centipede is the grass type.
Soil AcLdtv 2L7!1 LLI±nEase�
Information for Farmers & Gardeners

Lash Engineering, Inc.
Civii/Consulting/WastewateriPla,nniti(,),
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mike Las, LA-IjLgjqe1 com
j_ - ring--
Lash Engineering, Inc.
Residuals Management Plan
Effluent from a residential house is residential in nature, Concentrations and strengths of the effluent are
consistent with very small variations, Peak Flow @ 480 gpd and Average Flows @ 288 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 end result of the treatment system is a relatively clear liquid. The
wastewater flow 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. These inspections are required
quarterly and some are bi-annually. The Operator can determine at that time if the system needs to be
pumped or cleaned.
Because the system is designed for very little if any residual buildup, a residuals Management Plan is not
necessary and a preplanned storage of the residuals is not necessary. The residential house does not
incorporate a process that would require an Oil/Grease collection/disposal system.

TOM MP PAAW ion OWZN16 "M �UnderWWd LSWW
OD 05 n4les
0.0 05 1. km 05/23116

apt 1,
w - ck)w uopoxn lamieg
i
it 1. pio u
I

SurfaceNC a: Classifications ffi
�. ♦ Smirch Strewn Naga or Loc
' ttt
t �
E
t
acr � Y
t
SITE
unnamed Tetbutary
1'tt S 4 V v0a�'"ay
Z.
y
mow`
n y of Cabarrus, State of North Carolina DOT, Evi, HE
374 Degm

:; Underwood - Watershed classification
Weaver, Adriene <[e-mail]
Thu 6/30/2016 4:47 PM
To:Michael mash <mkeI@Iashengineering,co >;
Michael,
Always good to get your water classification questions. They keep nee on nay tries.
Yes, the unnamed t lbutar (UT) southeast of the site shown on both of the naps you provided - flows to tittle Bear
Creek (Stream Index, 1 -17- 1- -1), The UT carries the same water classification as that assigned to L C whlch �s C,
Have a Happy and safe Fourth,
Adriene
From: Michael Lash [[e-mail]
Seat: Wednesday, June 29, 201 1:44 Al l
ro. weaver, Adriene <adriene.we ver ncdenr. ovs
Subject: Underwood -`watershed Classification
Adriene,
I need a water classification for a site in Ca arrus County that is off an unnamed tributary and seems to flatly to
Little Bear Creek, I looked it up and have attached several items that hopefully will help with your review.
This will be a surface drip system so we will not be discharging directly into the water source but into the scull
onsite.
Thanks for your help.
'like
Lash Engineering, Inc.
Michael Lash, P,
704- 47- 1
mikel�en ineering, corn

�Co NC Surface Water ClassificatioW I Click a stream for more information
Surface Water Classiflicaflons-
Stream index:
13-17-31-5-1
Stream Name:
Little Bear Creek
Description
From source to Big Bear Creek
Oasshicat0n:
C
Date of Class,:
August3l.1974
Pwirer Basin:
Yadkin Pee -Dee
What does this Oass,
mean? More into

7w
gLash Engineering, Inc.
.ivii/Consnitin /Wastewater/Pla nin
1104 Cindy a Dri
ve
e
Matthews, NC 28105'
Phone: [phone]
Lash Engineering, Inc.
OPERATIONS AND MAINTENANCE
Table of Contents
K. Operation & Maintenance Plan
a. Norweco Initial Service & Pumping Program.
. Norweco Sin "ulair Service
Owner Protection Service Program
2. ingulair System & Control Center
. Singulair Troubleshooting
c. American Manufacturing
.Owner's Manual
2. Maintenance, Monitoring & Warrant
. Owner Wastewater Facility !Maintenance & Management Manual
e. Operator Suggested Operation & Maintenance Manual

1. Remove, the vented aeration chamber access cover and
set aside,
2, Unplug the aerator and secure the blosUre Cap in
position to protect the electrical connector.
51 Loosen the two set screws on
the boftom of the intermediate
shaft and remove the aspirator
shak
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 aeraton chamber surface for the
presence of grease or oil. An accumulation o hes*
materials indicates the pretreatment chamber should
be evaluated.
•
•
"seffle" for 30 minutes while you
complete the service inspection,
Do not disturb the conWner during
the test�
NOTE. The Solids ShoUld soft
and compact within the 30 minute test� system start-up,
any adjustmerrt,
rninutO test indicates excessive solids in the aerati
�-1111111WIWIWOWWWW WFIN
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,

•
Jill 11 111111 111 1111111111
2, Remove the optional 8lue Crystal and BioNeuirafizer
feed tube& Do not allow the tubes to touchPRETREATMENT CHAMBER EVALUATION
9, ReinstAill the Singulalir aeratoras outlined in the SSingul
Green Aerator Service Instructions. The aerator mu
be in operation while the remain ing clarification charrib
service is performed. Theaerator works in conju ricti
with the Blio-Static sludge return to create a hydraul
current that will return settled solids to the aera�i
chamM.r
10, Check the surface of the clarification chamber for
the presence of grease or biologically untreatable
materiaL A significant accumulation Of those
materials would indicate that the pretreatment
chamber should be evaluated.
It With the aerator running, use the hopper scraping toot
to gently scrape all areas of the clarlificabon chamber
hopper side "is,
12. Complete the clarification chamber service as
outlined in the "Clarification Chamber" section of the
Singulair Green Bilo-Kinetic System Service Manual.
•
MR]
Fill- 15,11irp.,
A dotrobte PMft#atrn&ht` bhernber ihsio#06h Pr6c6dum
j�s Wed bobw The resuft of the irispection shoU0 be
noW on the Servke Inspection Card�
I. If the pretreatment chamber atm§§ 46ning Is not
ectuipped 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 hot be more than 12" Wow grade.
�j a a all m -6 W&jjLV=WI
3, Visually examine the surface of the pretreatime
chamber for a significant accumulation of grease, oil
non4odegradablo materfaI&
should be pumped,

When pumping is required, normally it is necessary
Maml
1if any portion of the Singulair Green system reclui:
pumping, contact a tank pumping service ficensed
the local regulatory agency. The septage or biosoli•
must be removed and disposed of in a manner consiste
with federal, state and local regulations,
removed from the system�
220 REPUBLIC STREET
NORWALK, OHIO, USA 44857-1156
TELEPHONE [phone]
AX [phone]
fww.norwecolcorri
Rd7$UUTr"T' rff"TgF77qULWW Ma
the pump and remove the pretreatment chamber content
It is not necessary to wash down th
sidew-211s or tank bottom,
a me sonas 1 ne c er are -so co
the su do n hose cannot withd raw them I the pretreat
be •
me
Chamber contents may back -flushed to break up t
sofidm atter, 71
If ciall Circumstances re uire the total s stern to
10011111WHO]
7. ASirigulairiStben system that has boeninactive foran
eidended period of time or that has accumulated mud
or dirt during instAffabon may have to bo w4sbed down
with fresh water and pumped out. This process may
have to be repeated for proper system operati on,
MI - , , - - - ZYMMIMMMM
necessary for proper biological treatment to continue,
Semi-annual sendce inspections by a lactory-trained
Worwaco service technician should be conducted to inst"
long tonn systern parlbrmance.
RNM

lNul
11 1
OWNER PROTECTION SERVICE PROGRAM
AT NO ADDITIONAL
POSSIBLE
{OWNER EXPENSE
EXPENSE
,. Regular service inspections conducted at six month
intervals throughout the year.
B, Special service inspections as requested by owner:
Labor and transportation expenses for travel on regular
service inspections.
D. Labor and transportation expenses for gavel on special
service inspections:.
E. Singulair plant maintenance including Bio-Kinetic system
services visual Inspection of effluent quality and cleaning of
hopper section using squeegee scraper in clarification tank
(where applicable).
E. Inspection of outlet line or disposal system (where
accessible).
G. Singulair mechanical aerator maintenance including
cleaning of the stainless steel aspirator shaft, power
consumption check, noise check, and visual inspection for
vibration of the unit while in operation.
R. Visual check of Service Pro control center for Singulair unit
(when accessible).
I. Labor expenses required at the site to service or repair,
or to remove any part of the control center or Singulair
mechanical aerator to be returned for factory repair,_
ga Labor required at the site to service, repair or reinstall
any part of the Service Pro control center or Singulair
mechanical aerator returned from factory repair.
K Service Pro remote monitoring service (where applicable).
L. Freight costs to and from the factory and lifetime exchange
program costs when factory repairs are needed.
, Costs for replacing missing parts or repairing equipment not
eligible for the lifetime exchange program.
O T T FEE
(To Be Paid In Advance By Owner)
OWNER ACCEPTANCE
NORWM1fEDO SINGULAIR DISTRIBUTOR
FLAKE;
LAME:
ADDRESS:
BY:
DATE:
EMAIL:
)ATE:
C MPLETE AND RETURN TO YOUR LOCAL NORWEICO DISTRIBUTOR
NOR4'WECO, INC, - NORWALK,
co
ORIO - USA - norweco,corn
IMMIX. _..

Uhl=
aftlsOd
j,gdOJd jno4jjM
.OAIIQO ION
H!M 90140 IsOd
OJOH I

I
the pe�dormance of each Singulair system you have installed.
While making service inspections during the intial two year period, be sure to explain to the owner that they are being
izi"vv•
chemical feed sy8tems. Therefore, check your Distributor Service and Warranty Record Cad carefully to be sure you hav
L
selected exchange Bio-Kirietic syitterns With correct flow distribution deas.
SINGULAIR SYSTEM SERVICE PROVIDES CONTINUOUS
OWNER PROTECTION WITH THESE ADVANTAGES
Tavel and labor costs during service inspections are Owner has an up-to-date, written record of the
provided at no charge to the owner. condition of the Singulair aerator, control center and
Bio-Kinetic system.
80edial service calls that rhay be 4ec6ssary during th
program are perfon-ned at no charge to the owner. I
Owner's investment, property and the environment are
fully protected.
Guaranteed response to emergency service requests
is made within forty-eight hours.
Local health departmeht it automatically notified of
system condition by the distributor.
Owner is continuously informed of the treatment
quality provided by the system.
•
Emil
Owner can expect maximum aerator life and minimal
power COIISUMptiOn costs due to regular, qualified
service vjwsits�

EM=
Be sure you have a complete list of service needs in the area you are going to
work.
* Check to See that you have detailed directions to each instzllllation.
When you arrive at the site
# Meetthe owner. Introduce yourself and present your business card.
Explain the service inspection program and outline what you will do. Mentionthat your
services are at no charge.
• Ask for permission to inspect the Service Pro control center and Singulair tankage.
• Make sure the owner has a copy of the Owner's Manual, serial number tag and previous
Service Inspection Record Cards.
• Suggest that the owner record the information from the Service Inspection Record Card in
the Supplemental Service Record Section of the Owner's, Manual.
• Ask if there are any questions concerning the system or its operation.
1, If there is no evidence of an electrical problem, check the
main service panel to see that the circuit breaker for each
Singulair system is turned on.
2Make sure the panel is turned on and the power indicator
Ilght is on, if there are any alarm lights activated, refer to
the Service Pro quick start guide for further diagnostic
instrucfions�
3. See that your company's identification label is affixed to the
Service Pro control center and is legible, Replace the label
if necessary,
4. Make sure that the aerator model number and serial
number tag is attached th the tontmi d6riteir6f hem been stored
by the owner in a secure lboAtion. If it has been misplaced,
provitfe a new one and fill in the appropriate information,
MEM
5i see that the OWnOr$ Manual has been stored by the
owner in a secure locafiW If it has been misplaced,
supply the owner with a new one.
6. Inspect the Wiring kern the cbrittol center to t:
aer4t0c 68 far as it isvisible� and notify the owne�r if y
see any damaged areas. I
t Asyou leave, make sure the Servioe Pro control weint
is turned on arW there am no attive alarms, Secuum t
S deervice Pro control center with a new tamper evi
seal
& Make appon of the
conVol center on the service InsiJection Record Card

111111mill I I!! 1� I 1 11111 Will
IN,
M a I $mmHg IN"
the cootrIal centor 1:4ro to do sb co&W msutt in p#rgooal ityOW or oq0ioment disMItige�

•
VW"n I MI I WIMMAUM) deldmAbdje Itafff"i
t ywadd them th your rotating stock. in this way, the
installation is restored to fUt service with a fully warranited unit
in ody or* service trip,
OgO� regardless Of cbriditidn' Exthange rates are •iveh on the
Singulaif Warranty and Exchange Program data sheet, in
•
When 4 is returned tb you,

nor►►.► two
SINGULA,IR GREENO 810-KINETIC0 W49TtWATER TREATMENT SYSTEM
CLARIFICATION CHAMBER AND BIO-KINETIC@ SERVICE
the sludge return,
11
W...,is
JUbo.�be at 6 thie LAV each -feed tube dbWn bin
the access Cover, Remove the Blo-Kinefic
7pi -1
itispetAion Card.
•
io-KMetic system.
6kUTION: Ch6rhic0l$ or liquids frorn the Bio-Kinetic
skin or dothirig. Refer to the Blue Crystal and
Sio-Neutralizer handling instructions and container
labels for safety procedures and first aid. Liquids or
chernicals "in the food tubes may cause geass or
landscaping to discolor.

ij-VJT*-jV;II jqi-iii L�' �111117111-� ill IN I
•
7Record the color and condition: of the Bio.Kinefic
system on the Service Insoction Card and on the
"Supplemeritary S&Mce" section of the Dwrl Manual.
Make appropriate notations on the condition of the
clarification chamber� Also note the liquid level on the
filter media, The peak flow filter rnedia should
media. Note the system Water lievel on the
SeNice Inspection Card.
8, Unscrew ft discharge; flange assibinbly and remo
both pieces. It may be necessary to hold the insi
threaded flange to unscrew the two Oieces. After be
pieces of the discharge flange are removed, placee t
internal cornponents back into the Bio-Kinel syystel
9Place the Bio-Kinefic system into the service contairrat
The outlet of the Bio-Kinietic systern must align With the
flat Onel in the container. Thread the discharge flange
assembly together and place It on the flow deck, Now
put the service container cover in place.
10, Reinstall the Singidlair aen6tor as, outlined in theAerator
Installation instructions, The aerator nivust be in
operation While the ren4hing clarification thamber
service is performed,
11, Check the surface of the clarification chamber
for gr6ase or biologically untmatable material. A
signifidant accumulation of these materials indicates

SINGULAIR GREEN® BIO-KINETIC®
WASTEWATER TREATMENT SYSTEM
CLARIFICATION AND BIO-KINETIC® SERVICE (Page 3 of 6)
the pretreatment chamber should be evaluated to is a problem with drainage. Improper drainage will lead
determine if pumping is required. With the aerator to flooding of the Singulair Green Bio-Kinetic wastewater
running, use the hopper scraping tool to gently scrape treatment system and must be reported to the owner,
all areas of the clarification chamber hopper side walls. Examine the inside of the access riser for evidence of
Scrape all the way down to the bottom of the surface water entry.
chamber, below the discharge of the Bio-Static sludge
return. Then scrape the small flat area at the bottom of
the hopper,pushing toward the aeration chamber as far
as possible.
BOTTOM SNAP RING
WALL OF \\\\MM
Till
BIO-KINETIC
SYSTEM VALVE RETAINER USE SWAB TOOL TO
APPLY LUBRICANT ON
THE INTERIOR OF THE
RECEIVING FLANGE
INSIDE OF 4 ,L44
BIO-KINETIC r laN1
SYSTEM "40111
MM. I nali
OUTSIDE OF
BIO-KINETIC
SYSTEM
0
FILL VALVE
SWAB TOOL
16. Examine the condition of the Singulair Green tank
FILL VALVE receiving flange. Any debris that has accumulated in
the grooves of the receiving flange must be
removed. Wipe the face of the receiving flange and the
12. If the Singulair Green tank is pumped during system internal surface of the grooves clean. Using the swab
service, the pressure sensitive fill valve will fill the tool, apply a liberal amount of Bio-Kinetic lubricant to
Bio-Kinetic system automatically as the tank refills, the entire face of the receiving flange and the inside of
the grooves. Apply the lubricant evenly until all interior
NOTE: It is important that the clarification chamber side surfaces of the receiving flange and grooves are
walls be cleaned only after the aerator has been serviced thoroughly coated.
and reinstalled. The aerator must be operating so that
settled sludge will be fully returned to the aeration chamber CAUTION: Bio-Kinetic lubricant has been specially
by the hydraulic currents flowing through the Bio-Static formulated. Use of other lubricants, especially
sludge return, petroleum based lubricants,can cause degradation of
the rubber components and will void the warranty.
13. Visually check the Bio-Static sludge return to insure
that it is securely engaged in the aeration/clarification 17. Remove the discharge flange assembly and internal
chamber wall. components from the exchange Bio-Kinetic system.
Lubricate the grommet in the outlet opening of the
14. If necessary, use water to wash away any sludge from Bio-Kinetic system. From the inside of the contact
the inside of the system mounting riser, grade riser, chamber, insert the male threaded flange through the
cover and surrounding grass or landscaping. grommet. Reinstall the gasketed discharge flange on
the Bio-Kinetic system by turning it clockwise until tight.
15. Note the liquid level in the clarification chamber. If the Reinstall the flow deck and internal components into
liquid level is above the flow line of the outlet coupling, the contact chamber. Apply lubricant to the exterior
consult the troubleshooting guide to determine if there surfaces of the gasketed discharge flange,

�
� CLARIFICATION yk���� ��U��~��U�����U��O ����N���U�~�� (����K�U� »8 x�� ��
'~—~ ^' -^^ '~~' ^' ^~-' - ' — '-- --'~- ' ----- - '� ----' - - '�-- r �� ' ~~' �^
NOTE: Leveling of the flow distribution deck is
essential for proper operation of the flow equalization
ports, chemical feed tubes and effluent weir within the
v Bin-Kinetic system,
UNIVERSAL
TOOL
'
DRAIN VALVE
/
' ^orumnn �
� rooL
FILL VALVE
� TURN UNIVERSAL TOOL
CLOCKWISE roENGAGE
DRAIN VALVE — � / « | ' / Lvoo
|
� USEQPTHEDRAIN VALVE TOOL
1& Remove the internal components from the replacement
Bio-Kinetic system and set aside. Use the universal
tool to |nvver the exchange Bio'Kinetic system outer LOCKING DOWN THE BxO-K|NE71CSYSTEM �
chamber into the mounting riser. Carefully insert the tip ' '
of the drain valve actuating tool through the drain valve 21. Remove the 8io-Kinetic system outlet sealing tool from
located in the bottom of the outer chamber ofthe
in between the system outlet flange and the receiving
Bio'K|netic system. This will allow the Bio'Kinetio flange pfthe Gingu|ai,Green tank.
system to fill with water moiiis lowered into position. If
allowed W tilt,the Bio-K]metic system could rub the edge 2Z The system service cover with information tag from the
of the access opening and damage the filter media. Align originally installed Bio-Kinetic system must be
the discharge flange with the receiving flange. As the reinstalled inthe tank. Install the cover, handle side up,
chamber lo set into position om the ledge cf the access by aligning the four holes|n the cover with the four locking
opening,the Bo-Kimstin system discharge flange must lug bolts. Be sure the optional chlorination and
engage the top nf the receiving flange before proceeding. dech|orina(ion feed tube access openings are ln the
proper position, The cover will come to rest on the collar
19. Once in the proper position, carefully remove both the of the Bio'K|netiosystem. There |sno need to add
drain valve actuating tool and the universal tool, This fasteners 10 the locking lug bolts.
will allow the drain valve to seal against the exterior
bottom ofthe Bin'Nimeticaystam. Use the locking lug 23. If the installation requires effluent disinfection, the
tool tntwist each of the round. black |uokmg lugs chlorine feed tube opening in the service cover must be
clockwise no that each of the lugs is rotated to the positioned on the inlet side of the system nearest the
furthest extension point possible and is engaged inthe aerator mounting riser, The Bo-Kinedc system chlorine
molded locking slots nf the mounting riser. feed tube should be filled with Nnneenm Blue Crystal
disinfecting tablets. Blue Crystal tablets have been
20. Reinsert the internal oomponenbs from the replacement specially formulated for use in the Bin-Kinediosystem,
Bio-Kineticsyntem. Locate the level indicator mounted other disinfecting chemicals will not
above the outlet of the Bio-Kinetic system flow provide the same results. Before handling Blue
distribution deck, The bubble should be resting squarely Crystal disinfecting tablets,carefully read the container
between the two lines in the clear plastic case. If the
location of the bubble indicates the system is not
installed in a level position, the flow deck should be MANUFACTURED BY
NORWECO,
|eve|edupingthefouradjuntment|ugnprovidodforthiu INC.
'
NORNALK'
OH|O
purpose. With the extension and r/,o' norwecoo
U.S.A. 57
socket�omthe Tool Kadd8 turn each nf the adjustment
'���' ^
lugs until bet
ween ^=~"°'~"'~`'~"'=^~' www.norweco.com
the two lines m the clear plastic case.
mm=xwo^Wecn,/mo,woxw^m-nmmop A

SINGULAIR GREEN® BIO-KINETIC®
WASTEWATER TREATMENT SYSTEM
CLARIFICATION AND BIO-KINETIC® SERVICE (Page 5 of 6)
label and the "Warning" section of these instructions, either safety goggles or a face shield when handling
To fill the chlorine feed tube, remove the cap, hold Blue Crystal disinfecting tablets or working with the
the tube open end down with one hand and insert chlorine feed tube. Keep tablets out of the reach of
Blue Crystal disinfecting tablets, one tablet at a time, children, as they can cause skin and eye damage, be
until the tube is filled, The tube holds approximately a irritating to the nose and throat, and may be fatal if
six-month supply and each tablet must lie flat in the swallowed. Avoid breathing dust and do not allow
stack. When the tube has been completely filled, contact with eyes, skin or clothing. Contaminated
replace the cap. Install the feed tube, slotted end clothing should be removed and washed before reuse.
down, through the plastic collar molded into the top If tablets or residue contact skin, wash with plenty of
of the Bio-Kinetic system service cover. The feed tube soap and water for fifteen minutes. If irritation continues,
will begin to engage the round recess in the flow call a physician, If swallowed, immediately drink large
distribution deck. Rotate the tube clockwise until it quantities of water,do not induce vomiting,avoid alcohol
locks into position. and get medical attention immediately If inhaled,
immediately remove victim to fresh air. In case of fire,
apply liberal quantities of water It is a violation of Federal
INSTALL CHLORINE FEED INSTALL DECHLORINAT1ON law to use Blue Crystal disinfecting tablets in a manner
TUBE ON SIDE NEAREST FEED TUBE ON SIDE
AERATOR MOUNTING NEAREST SYSTEM OUTLET inconsistent with the instructions printed on the storage
RISER
container label
issal.ftwia 24. If the installation requires effluent dechlorination,
1 1 the Bio-Kinetic system will be supplied with a
dechlorination feed tube. To fill the dechlorination feed
,.__
__., q I tube,remove the cap,hold the tube open end down with
I , 1
',, --,:-.- ._ - ,- ii
( -
•, •1„,.. ' .,--..-,... ., ,, •,1 ,
, -
' ,-:-,.,,, ,: ,..., 41,- , ,
.i.,;›,-.4.,7„:, '4 . , - -...,, 1
4-..,,, -..;-,,A, . .., , . .
,,-,-,- ---;,‹— , - ' . -
•v,,'.:`' -7," ' - 1 ,
P. P4 0 ,
PO ,
011.11.16
AMR IP ,,
a
PROPER INSTALLATION OF TABLET FEED TUBES
'Of 11Ir
n. ..,
.„
limit
NOTE: The chlorine feed tube must always be , moo ill
,.._:
lamp,
installed through the mounting collar nearest the PIM:
aerator mounting riser. If the installation requires - -;
disinfection and dechlorination, there will be two feed
. .• MO',
tube mounting collars molded into the protective cover,
The dechlorination feed tube must be installed nearest ,
CORRECT INCORRECT
the system outlet.
TABLET FEED TUBE
WARNING one hand and insert the Bio-Neutralizer dechlorination
tablets,one tablet at a time, until the tube is filled. The
Blue Crystal disinfecting tablets are a strong tube holds approximately a six-month supply of tablets
oxidizing agent and highly corrosive. Tablets should be and each tablet must lie flat in the stack. When the
stored in a cool, dry. well-ventilated area away from tube has been completely filled, replace the cap and
combustible materials such as paper, petroleum insert the dechlorination feed tube, slotted end down,
products, chemicals, rags or cardboard. Tablets should into the mounting collar closest to the system outlet.
be mixed only with water, Contact with other liquids or The bottom of the tube must come to rest evenly on the
chemicals may cause fire. Wear rubber gloves and floor of the flow distribution deck.

CLARIFICATION AND BIO-KINETIC® SERVICE (Page 6 of 6)
WARNING sample, collected over 24 hours of system operation,
preserved and transported using USEPA established
Bio-Neutralizer dechlorination tablets must be stored procedures, is necessary if laboratory analysis of the
in a cool, dry place away from acids and oxidizers. Do effluent is to be performed. Laboratory analysis of an
not allow Bio-Neutralizer tablets to come into contact effluent "grab" sample can lead to misleading
with chlorine tablets. Although not rated a hazardous conclusions about system operation and should not be
material by the USEPA, exercise caution when conducted. For further information regarding proper
handling and wash skin thoroughly with soap and evaluation techniques for sampling onsite systems,refer
water if contact occurs. to the Norweco Technical Bulletin EFFLUENT
SAMPLING TECHNIQUES FOR RESIDENTIAL
25. Reinstall the clarification chamber access cover. If the TREATMENT SYSTEMS.
installation requires effluent disinfection and/or
dechlorination, note the quantity of tablets installed on 4. Make appropriate notations on the condition of the
the Service Inspection Card in order to properly invoice plant effluent and disposal system on the Service
the customer for the appropriate chemical tablets, Clean Inspection Card.
and store all tools and supplies.
BEFORE YOU LEAVE THE FACILITY...
26, When the service is complete, confirm the selector
switch in the control center is in the"on"position. Close 1. Make sure that both sides of all three Service
the cover of the control center enclosure and secure it Inspection Cards are properly and completely filled out,
with a new tamper evident seal, including any specific notes or special services that your
inspection indicates are needed.
EFFLUENT DISPOSAL SYSTEM CHECK
2. Leave the top section of the Service Inspection Card
1. Determine if the effluent from the Singulair Green system with the owner and provide a brief verbal
is being carried to an outlet for surface and/or explanation of the condition of the system. Advise when
subsurface discharge,or if it is being disposed of on lot. to expect your next routine visit and provide your
Inspect the condition of the effluent disposal system business card with office phone number,should the owner
and make appropriate notations on the Service have any questions.
Inspection Card,
3. Point out the advantages of a continued service policy
2. Although the Singulair Green system effluent may be with your company if the warranty or current service
discharged and/or disposed of in several acceptable policy is nearing expiration.
fashions,there should always be a ground water relief
point installed in the effluent line. It should be located 4. Explain that the Singulair aerator is set to operate on a
at a point no higher than the outlet invert of the Singulair time cycle and should not be turned off even during
Green tank. It will prevent flooding in cases where the extended periods of non-use. Explain also that the
disposal line is submerged or saturated with ground Service Pro control center contains no user-serviceable
water. Locate the ground water relief point and be sure parts and that the cover is secured with a tamper
that it is free of obstructions, evident seal both for owner protection and protection of
component parts.
3. Locate the point of discharge closest to the Singulair
Green system outlet. A free-falling "grab" sample of 5. Review the operation of the red warning light and
effluent can be collected after the point of discharge audible alarm on the Service Pro control center with the
has been thoroughly cleaned. Take note of effluent color, owner. Inform the owner that the control center should
odor and the presence or absence of suspended be checked daily to insure proper system operation.
particles. Accumulation of mud in the effluent disposal Explain that if the light flashes and the alarm sounds,
line or at its outlet can be a sign of a crushed or broken it could be due to temporary high water or electrical
effluent line and should be reported to the owner. power fluctuation and that the reset button should be
Foaming, odor or particulate sediment indicates that pushed to see if normal operation is resumed before
the Singulair Green system has not been providing requesting special service.
adequate treatment. Recheck the entire system by
using the Singulair Green Troubleshooting guide. MANUFACTURED BY
NORWECO,INC.
NOTE: An effluent "grab" sample allows a visual • rweco. NORWALK,OHIO
assessment and should only be used in conjunction U.S.A. 44857
with routine service and/or troubleshooting procedures www.norweco.com
to accurately evaluate system operation. A"composite"
rommx NORWECO INC NORWALK OHIO U 5 A

SINGULAIR GREEN® BIO-KINETIC® WASTEWATER TREATMENT SYSTEM
TROUBLESHOOTING
During service inspections you may periodically encounter a situation which, if not identified and corrected, will result in
interruption of service for the Singulair Green system. This troubleshooting guide is designed to enable you to isolate the
cause of system problems that may be encountered from time to time. Whenever a potential problem is encountered, you
should take immediate steps to eliminate the cause. Please note that all areas of installation, including those normally the
responsibility of the contractor,excavator,electrician and owner,are covered. You will find that many problems can be traced
to causes other than the system or its components. Your help and suggestions in solving these for the owner will save
unnecessary expense and will insure maximum system performance.
PLEASE NOTE:
This troubleshooting guide provides efficient and correct solutions to most wastewater treatment problems when used in conjunction
with established inspection procedures performed by a factory-trained service technician.
Before responding to a customer service call, check to see that:
• A member of your service staff, factory-trained and certified by Norweco, is
dispatched to answer the call.
• Installation and service records for the particular system are up-to-date and
have been reviewed.
• The service technician responding to the call has a copy of the Singulair Green
Service Manual.
• The service vehicle has loaner aerators, exchange aerators, Bio-Kinetic
Service Cart,exchange Bio-Kinetic systems and a fully stocked Tool Kaddy with
replacement parts,
• Clear and concise directions to the installation, including tank and control center
location, are given to the service technician.
OPERATIONAL TROUBLESHOOTING
MUD OR SILT IN SINGULAIR GREEN SYSTEM OR BIO-KINETIC SYSTEM*
Influent sewer line separated at a joint or fitting Have contractor excavate and repair
Sewer line crushed Have contractor excavate and replace
Defective seal around tank inlet or outlet Excavate and reseal
Singulair Green tank structurally damaged Excavate and patch or replace tank
Riser joint improperly sealed Excavate and seal with o-ring gasket
*Have Singulair Green system pumped to remove mud after repairs have been completed. Multiple pumpings may be required
to remove all mud from the Singulair Green system See: Singulair Green Tank Pumping instructions.

TROUBLESHOOTING (Cont.)
SEPTIC ODOR IN SINGULAIR GREEN SYSTEM
%erator turned off Place control center selector switch in"on"position
.nsufficient air delivery by aerator Service aerator
Aspirator shaft plugged with deposits Remove from aerator and flush with shaft cleaning hose
Aspirator orifices plugged with deposits Remove deposits
Water softener backwash discharging into system Have owner remove backwash line from system
Service Pro control center alarm activated See"Control Center Warning Light Flashing/Audible Alarm
Sounding"
Improperly sealed pretreatment chamber access cover Seal pretreatment access cover
Perimeter vent restricts fresh air entry Clean perimeter vent
Incomplete treatment due to hydraulic overloading See"Hydraulic Overloading"
Periodic septic odor for no reason Have sanitary sewer vent checked
HYDRAULIC OVERLOADING OF SINGULAIR GREEN SYSTEM
Ground water entering system through riser joint Excavate and seal with a-ring gasket
Ground water entering system through crack in side wall Excavate and patch or replace tank
Ground water entering system through defective seal at Excavate and reseal piping as needed
inlet or outlet line
Roofing down spouts, footer drains, sump pump piping or Have contractor relocate improper connection downstream
garage and basement floor drains tied into Singulair Green of Singulair Green system
system influent line
ORGANIC OVERLOADING OF SINGULAIR GREEN SYSTEM
Aeration chamber settled solids test reads in excess of 75°/© Evaluate pretreatment chamber-See Singulair Green Tank
Pumping instructions
Aeration chamber solids appear black Evaluate pretreatment chamber-See Singulair Green Tank
Pumping instructions
FLOATING SOLIDS IN CLARIFICATION CHAMBER OR PLANT EFFLUENT
Excessive sludge on clarifier sidewalls Scrape hopper side walls
Restriction of Bio-Static or sludge return port Remove obstruction
Pretreatment chamber discharging excessive solids Evaluate pretreatment chamber-See Singulair Green Tank
Pumping instructions
Hydraulic overloading of system See"Hydraulic Overloading"
CONTROL CENTER WARNING LIGHT FLASHING/AUDIBLE ALARM SOUNDING
Liquid in tank at level of foam restrictor See"Singulair Green System Flooded"
Aerator drawing excessive current See"Aerator Drawing Excessive Current"
Dead short in power line to aerator Have owner call his electrician
PROGRESS THROUGH orweca SERVICE SINCE 1906
www.norweco.com
flhilNX NORWECO R NC NORWALK OHIO U$A

trrk
SINGULAIR GREENS BIO-KINETIC® WASTEWATER TREATMENT SYSTEM
AERATOR TROUBLESHOOTING
AERATOR WILL NOT OPERATE
Electrical service to aerator interrupted See"No Electrical Power from Control Center to Aerator"
Voltage supplied is insufficient to start aerator* Report condition to power company
Defective bearing,windings or insulation in motor Return entire aerator to factory
Debris wound on aspirator shaft Remove debris with knife
Aspirator shaft bent Return entire aerator to factory
Foam restrictor or entire aerator under water See"Singulair Green System Flooded"
"If you suspect low voltage, check the voltage at the watertight electrical connector, not at the Service Pro control center. If
voltage above 103 or more is measured, check the other possibilities listed in this section.
AERATOR DRAWING EXCESSIVE CURRENT
Foam restrictor partially under water See"Singulair Green System Flooded"
Debris on aspirator shaft Remove debris with knife
Motor failure Return aerator to factory
nsufficient voltage(less than 103 volts) Report condition to power company
.Excessive voltage(greater than 126 volts) Report condition to power company
AERATOR MAKING EXCESSIVE NOISE
Rubber shock absorbers on brackets worn Replace shock absorbers
Bearing failure in aerator motor Return aerator to factory
Noise is generated by excessive vibration See"'Aerator Operates With Excessive Vibration"
AERATOR OPERATES WITH EXCESS WE VIBRATION
Debris on aspirator shaft Remove debris with knife
Aspirator shaft bent Return entire aerator to factory
Aerator mounting brackets bent Straighten brackets
Top aerator brackets not seated evenly Adjust mounting brackets
Aspirator shaft installed too tightly on Reinstall aspirator shaft with set screws finger tight only.
intermediate shaft If condition persists return entire aerator to factory.
Aspirator shaft installed with improper alignment Reinstall aspirator shaft to factory alignment marks
to intermediate shaft
AERATOR OPERATES BRIEFLY BEFORE OVER CURRENT ALARM ACTIVATES
erator is drawing excessive current See"Aerator Drawing Excessive Current"
Aerator is partially under water See"Singulair Green System Flooded"
Aspirator shaft bent Return entire aerator to factory
Moisture has entered aerator motor Return entire aerator to factory

AERATOR TROUBLESHOOTING (Cont.)
ELECTRICAL TROUBLESHOOTING
:AUTION: Before initiating any electrical component inspection or repair, turn off all power to the Singulair Green
system by switching off the dedicated circuit breaker in the main electrical service panel and then testing with the
electrical multi-meter. Repairs should always be made by a qualified electrician using proper procedures and safe
tools. Make sure all circuits are property grounded. Do not stand in damp locations when making electrical system
tests. Always use tools with insulated handles for electrical repairs.
NO ELECTRICAL POWER FROM ELECTRICAL SERVICE PANEL TO CONTROL CENTER
Circuit breaker in electrical service panel has tripped Turn breaker to "off' position, then turn "on"
Fuse in electrical service panel has blown Have owner replace fuse
Circuit breaker in electrical service panel turned"off' Turn breaker"on"
Loose connection in electrical service panel Tighten all connections: First, shut off breaker
in main electrical service panel
Defective circuit breaker in electrical service panel Have owner replace circuit breaker
Corrosion on contacts prevents flow of current Clean or replace contacts
Incomplete circuit- neutral not properly wired Have owner wire directly to neutral bar
Power cable from service panel to Service Pro control Have owner locate break and repair
center severed
NO ELECTRICAL POWER FROM CONTROL CENTER TO AERATOR
4o voltage detected at watertight electrical connector Place selector switch in"on"position and press reset button.
If no voltage can be read,replace control center insert.
Over current condition has tripped circuit protection Push reset button
Under current condition has tripped circuit protection Push reset button
Service Pro selector switch turned"off' Turn switch to"on"position
Service Pro selector switch defective Replace control center insert
Corrosion on connections prevents flow of current Repair or replace connection
Power cable from Service Pro control center Locate damage and repair
to aerator damaged
Loose wiring connection Check all connections
AERATOR WILL NOT START
Over current alarm in Service Pro control center activated Push reset button
Loss of power to Service Pro control center See both"No Electrical Power"sections
Insufficient voltage present at aerator Report condition to power company
Watertight electrical connector not properly engaged Remove watertight electrical connector and plug in tightly
Watertight electrical connector not properly wired Rewire watertight electrical connector
Defective motor Return entire aerator to factory
PROGRESS THROUGH rvveca SERVICE SINCE 1906
www.norweco.com
(c)MMX NORWECZ INC NORVVALK OHIO U S

weco®
SINGULAIR GREEN® BIO-KINETIC® WASTEWATER TREATMENT SYSTEM
BIO-KIN ETIC® SYSTEM TROUBLESHOOTING
Although the system effluent may be discharged and/or disposed of in several acceptable fashions, there should be a
ground water relief point installed in the effluent line. It should be at a point no higher than the outlet invert of the Singulair
Green tank. It will prevent flooding in cases where the disposal line is submerged or saturated with ground water, Locate the
ground water relief point and be sure that it is free from obstructions.
GROUND WATER RELIEF POINT TO BE LOCATED BELOW TANK OUTLET AND ABOVE NORMAL DISPOSAL LINE
itare, IlLi.o.il[r.,,Algiv.,..7),./. FINSHED GRADE
GROUND WATER
1 4.,..--er-L4i7r-rwigirr7-,7,,V-77-7 ,,, RELIEF POINT
.0.-
kllittill lh leir, .1 i., Ak •
1 IIV.Viti f4e-!!/
I TANK OUTLET
EFFLUENT DISPOSAL LINE
SINGULAIR GREEN°TANK EFFLUENT DISPOSAL
. .
SINGULAIR GREEN SYSTEM FLOODED
Bio-Kinetic system plugged See"Bio-Kinetic System Plugged"
Tank outlet plugged Clean debris from tank outlet
Groundwater relief point restricted Remove obstruction
Disposal field plugged Notify owner immediately
Effluent pump failure Repair or replace effluent pump
Surface water drains toward Singulair Green tank Have contractor regrade and/or install risers
Outlet line installed with insufficient fall Have contractor correct
Outlet line crushed or filled with debris Have contractor dean or replace
Effluent disposal lines installed with insufficient fall Have contractor correct or replace
or have settled
BIO-KINETIC SYSTEM PLUGGED
Mud has fouled filter media See"Mud or Silt in Singulair Green System"
Organic overloading See"Organic Overloading"
Hydraulic overloading See"Hydraulic Overloading"
Water softener backwash discharging into system Have owner remove backwash line from system
Solids flowing in from pretreatment chamber Evaluate pretreatment chamber-See Singulair Green
Tank Pumping instructions
ncomplete treatment due to aerator shut-off Place control center selector switch in"on" position
Internal components flooded Remove and service Bio-Kinetic system
Grease or inorganic matter on filter media or in Evaluate pretreatment chamber-See Singulair Green
clarification chamber Tank Pumping instructions

BIO-KINETIC® SYSTEM TROUBLESHOOTING (Cont.)
BIO-KINETIC SYSTEM PLUGGED(Cont.)
;ompartmented contact chamber plates plugged Clean chamber plates
Outlet weir obstructed Inspect and clean outlet weir
CAUTION: Never allow chemical wastes,grease or mud to enter the Singulair Green system. These materials alter
the desirable characteristics of activated sludge and will cause severe problems in the performance of the system.
NO RESIDUAL CHLORINE IN FINAL EFFLUENT
Chlorine feed tube not dispensing chlorine-empty Refill feed tube with Blue Crystal disinfecting tablets
Chlorine feed tube not dispensing chlorine-tablets Gently tap tablets down in feed tube to be sure they
jammed make contact with the inside bottom of tube
Chlorine feed tube not dispensing chlorine-not Check feed tube to be sure bottom of tube is flush
fully engaged in flow deck
Chlorine feed tube not dispensing chlorine-feed Remove obstruction and reinstall feed tube
tube plugged
CAUTION: Extreme care must be used when handling chemicals. Refer to the Blue Crystal handling instructions before
attempting any service. Proper procedures and personal protective equipment must be utilized to avoid serious injury.
FINAL EFFLUENT APPEARS CLOUDY OR TURBID
Aerator not operating See Aerator Troubleshooting
Hydraulic overloading See"Hydraulic Overloading"
)rganic overloading See"Organic Overloading"
Chlorinator not working See No Residual Chlorine in Final Effluent"
Bio-Kinetic system is damaged Replace system. See Clarification Chamber
and Bio-Kinetic Service instructions
Bio-Kinetic system is plugged See Clarification Chamber and Bio-Kinetic
Service instructions
Saturated disposal field Report to owner immediately
DECHLORINATION INSTALLED WITH RESIDUAL CHLORINE
STILL PRESENT IN FINAL EFFLUENT
Dechlorination feed tube not dispensing chemical- Refill feed tube with Bio-Neutralizer dechlorination tablets
empty
Dechlorination feed tube not dispensing chemical- Gently tap tablets down in feed tube to be sure they
tablets jammed make contact with the inside bottom of tube
Dechlorination feed tube not dispensing chemical- Check feed tube to be sure bottom of tube is flush in
not fully engaged flow deck
Dechlorination feed tube not dispensing chemical- Remove obstruction and reinstall feed tube
feed tube plugged
CAUTION: Extreme care must be used when handling any chemicals. Refer to the Bio-Neutralizer handling instructions
before attempting any service. Proper procedures and personal protective equipment must be utilized to avoid serious injury.
PROGRESS THROUGH • rwecot
SERVICE SINCE 1906
www.norweco.com
o,AMX NOR WECO INC NORWAL< OHIO U S A

Owner's
vi- • i ° IT
0
WASTEWATER DR I P SYSTEMS
2 ZONE or 4 ZONE
SIMPLEX r DUPLEX
PATENT . : 5,200,065 5, 84,574B ; 6,261,452BI
\\\L
it ills I,
4
4110
T
OWNER'S NAME HEALTH DEPT. ID NO.
LOCATION
NAME
STREET NAME
CITY, STATE ZIP
Table of Contents
American [Manufacturing Limited Warranty
Introduction
Safety Precautions and Warnings
Owner's Responsibility
Overview of American Perc-Rite's Drip 3
System Parameters of American Septic Drip 5
Data Registers & Component Specifications & Details 6
Startup Log
MANUFAct IRED BY
AMERICAN MANUFACTURING OMPANY INC.
5517 WELLINGtON ROAD, AINE VILLE,VA. 2 155
1.800 34 i-313r
0 American Manufacturing Company, Inc,, 2006 - 1" - YVvvw.americanonsite.com

� 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, This warranty does not
cover the following conditions:
�
� l, Defects OF problems caused by improper installation or maintenance o[materials.
� 2, Abuse' neglect or accidental damage w/ products,
3. Normal maintenance or upkeep o/ products.
4� Lighting, vvor, f|oogs, or other acts beyond our control,
5� Misapplication of our products for their designed purpvxe, o, misapplication according to |000|, state or national
codes when in effect,
� 0, American Manufacturing Company or its representatives are not responsible for the labor for the replacement of
defective parts.
Defective or warranted materials must be returned to u» or a place designated by American Manufacturing. All
returns must be accompanied by return authorization number supplied by American Manufacturing,
American Manufacturing will in no way Uo 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,
� I NTRODUCT I ON
� Congratulations! You are now the owner of a state of the am 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 VVastovvetar industry. With a staff having over 100 years collective experience in providing solutions to
� new sites and sites in need nfrepair, we are able ondeliver on ecological, mcmnomica|, easy to install and o#'the'uho|f
� �
� Pero-R�m Drip to owners like yourself.
�
� When and How to use manual
This owner's manual should be read cover zocover inidaUy, and then uu needed to answer any questions nr assist the
owner in fulfilling their maintenance and inspection responsibilities.
� When and Where to call for assistance or get additional amyorn?wtion
If a, any time you have a question about the Pemc-Rite~ Drip or observe any alarm or unusual oonU/tion, you should
call your qualified service representative orinstalling contractor ou soon ms possible, The owner should record in the
back of this manual, the contact name and telephone number of the qualified se/vice representative and installing
contractor. If further assistance is needed' call American Manufacturing Company' Inc. ot8O0'345 3132. or visit us
at WWw/aMeriCmnuns/oe.corn,
z»nq.rviQVxofManual
The manual is organized to cover safety precautions and worningo, an overview of the Penn'R/tel' Drip components,
and the owner's responsibility. 8 startup |o0 and limited warranty are in the back of this manual.
SAFETY PRECAUTIONS AND WARNINGS
The owner or operator o/ the Yemrc'RDmpg Drip should take precautions consistent with operators working with sewage
and/or electricity while working with, or around any of the system components,
E|ec%r!wanHaoalrds
The penr-Riueo Drip incorporates pump(s)' float switrhes, re|ays and many a|eccrivo| components that use 230vm|to'
l20 volts nr 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 bo given ro 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 sorfaces. The
septic and pump tanks can allow for a toxic buildup ofpoisonous gasses that can lead to serious injury or death if
inhaled.
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 uflimb and/or mobility.
CD American Manufacturing Company, Inc., 2006 - 2 vm^^w.omvriranon,itncom

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 waters should
be diverted away from all components.
Scheduled Inspections
Within a month of operation the owner should contact the installer to have the system inspected for proper startup.
After three months of operation the drip field should be walked and the system inspected. Symptoms to look for on
the field walk inspection are patches of wetness. if symptoms are identified, notify your service provider immediately.
The drip field should be walked & inspected at least annually.
A trained professional service provider„ your American Dealer„ should inspect the septic tank and pump chambers at
least once a year, 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. The flow meter reading in the hydraulic unit should be recorded with the
date on a quarterly basis,
Alarms - Ngtifying_Service Provider of alarm events
The system controller is equipped with an audiovisual alarm-to-alarm high water level condition. 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 water use, 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 non-fecal solids (especially feminine hygiene products) into the system.
Minimize disposal of high strength over-the-counter type products such as bleach, and do not use colored toilet tissue.
OVERVIEW OF PERC-RITE° DRIP SYSTEM
The Perc-Rite Drip System is a unique fluid handling system for dispersal of 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 Perc-Ritee 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 Perc-Rite Drip System is operated via a "state of the art" controller, which is activated by level sensing
devices (standard mechanical differential float switches) 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.
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 0.6,5 gallons per hour per
emitter. The dripper lines are automatically scoured (forward flushed) every 25 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
American Manufacturing Company, Inc., 2006 - 3 - www.americanonsite.com

velocity cleansing/scouring action by the effluent along the inside walls of the dripper tubing and P.V.C. Manifolds.
The tubing emitters are self-cleaning and require no maintenance„
The construction of the 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 drip tubing. 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.
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, This 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.
Sequence of Operation; PERC-RITV DRIP SYSTEM
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" (optional), 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, The rest time automatically
varies with the number of Zones.
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 108 minutes ("Peak Dose Enable" rest
between cycles for two zone designs), the lead zone will be dosed, When the peak circuit has been deactivated the
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 108 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, The rest time automatically varies with the number of Zones.
High Level - If the water level rises enough to overcome the "High Level" (fourth) float, the audiovisual 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 auto reset when the "High Level" float
returns to its normal (down) position, The high-level alarm float is a wide-angle float in order to latch the alarm
signal.
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 115 or 230 volt power and the microprocessor has120V and 24V AC inputs and
relay outputs for automatic operation of the Pere-Rite° ,Drip System. 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 component in the event of a microprocessor failure,
NOTE:
THE HOMEOWNER ASSUMES FULL RESPONSIBILITY FOR CONDITIONS OR MALFUNCTIONS
DUE TO CHANGES IN PUMP RUN TIME 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.
k) American Manufacturing Company, Inc., 2006 www,americanonsite.com

Normally Open Flownneter
Supply Valves Qisc Filters
�r
Nte., ,..._ _.,,, A N
ivo
mito. Normally Closed
• r� Field Flush Valve
%oho
Nr,
, \.., ,— jr.,,,,,_ vi..,0 Ng
` t
. --..„ A kotioiwir 101
"lir lir.
7 zi- - i
' Ill
141
tilt4 �y f
qop --- 1
Normally Closed
N. Zone Valves
Backflush Valves
Supply From Return To.
Pump Tank _ Septic Tank
Hydraulic Unit
The submersible pump delivers unfiltered effluent through each filter. The filter backflushing schedule is
triggered at the beginning of each dose cycle. The backflushing sequence is as follows. 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 effluent 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 zone valves to the drip field
supply line. During extended dose times the disc filters are re-backwashed to assure optimum operation.
System Parameters Simplex System wit 1 or 2 Zones & 2 Disc Filters
a. System Fail indicated by high level alarm or unusual wetness in the field.
b. Standard Rest time between doses = 180 minutes, 4 doses per day per zone.
c. Peak Rest time between doses = 108 minutes, 6.6 doses per day per zone.
d. Flow meter on hydraulic unit (record periodically to monitor activity).
e. To remove pump or zone from service place its' control switch to "off".
System Parameters Simplex & Duplex System w1 4 Zones 2 1?-se Filters
a. System Fail indicated by high level alarm or unusual wetness in the field.
b. Standard Rest time, 4 doses per day per zone;
• 4 zones in use doses = 90 minutes,
• 3 zones in use doses = 120 minutes,
• 2 zones in use doses = 180 minutes,
c. Peak Rest time between doses
• 4 zones in use doses = 54 minutes,
• 3 zones in use doses = 72 minutes,
• 2 zones in use doses = 108 minutes,
d. Flow meter on hydraulic unit (record periodically to monitor activity).
e. To remove pump or zone from service place its' control switch to "off".
(c, American Manufacturing Company, Inc., 2006 - 5 - www.americanonsite.corn

AMER I CAN "PERC-R I TEE "
WASTEWATER DRIP SYSTEMS
2 ZONE or 4 ZONE
SIMPLEX or DUPLEX
CONTROLLER
SIEMENS MICROPROCESSOR - INPUTS AND OUTPUTS
The Siemens microprocessor has inputs on the bottom and outputs on top. The two zone units have 8 inputs
(0-7) and 6 outputs (0-5). The three and four zone has the following;
Output. QO .0 .1 .2 .3 .4 .5 .6 .7 Q1 .0 .1
Input 10 .0 .1 .2 .3 .4 .5 .6 .7 11 .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 G
Input Input. Input Description Output Output Output. Description
10 10 10 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
.0 .0 _ZONE 3 VALVE .0 .0 PUMP 2
Input Input Input Output Output Output
11 11 I Q1 Q1 Q1
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
© American Manufacturing Company, Inc., 2006 - 6 - www.americanonsite.com

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PEAK ENABLE I ANTI-1 'L.-PILOT NEUTRAL
SOLENOID VALVES IFREEZEERI -ALARM HEAT ' ALARM NEUTRAL
Q �/ 11 - FILTER #1 1 I (MAY BE JUMPED TOGETHER
E2 VIILIER 2 1 I 4- SEPARATE SUPPLIES
L_--.I ARE NOT REQUIRED)
HIGH LEVEL Z1 ZONE #1 120V/500w
22 = ZONE #3 MAX
-a p--) 23 = ZONE #3
Z4 = ZONE #4 i DRY ALARM CONTACTS
ZM = ZONE MASTER (OPTICkiAL RO TE
ZR ZONE RETURN LOCATION ALARM)
1) Leave switches in "Auto" or "Off" - Never leave switches in "Hand" or "On" position. The Off
position will take component out of service.
2) To Silence Alarm - On outside of control push "Test-Off-Silence" switch to "Silence" and
release.
3) Leave power "on" - There is a strip heater in the hydraulic unit which is powered by the
control panel. Power must be left on to protect unit from freezing.
4) To start automatic cycle - Push and hold "Reset" button for over 5 seconds until an
automatic cycle starts. Then release button,
..) 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.
Cs American Manufacturing Company„ Inc., 2006 - 7 - www.amcnicanonsite.com

Name Date:
Owners' Address:
American Perc-Rite® Drip Startup Log USER LOG
Line As-Built Description Number of Zones: Date Date Date Date
No. Value
1 BEDROOMS
2 GALLONS PER DAY
3 TEXTURE GROUP
4 GPD/FT2 DESIGN SOIL LOADING RATE
5 TOTAL LINEAR FEET TUBING
6 GPD/LF FT DESIGN TUBING LOADING RATE
7 METER READING
B ZONE 1 LINEAR FEET OF TUBING
' 9 ,ZONE 1 NUMBER OF FIELD FLUSH CONNECTIONS
10 ZONE 1 GPM DOSING FLOW RATE
11 ZONE 1 GPM TOTAL,. FLUSHING FLOW RATE
12 ZONE 1 RUN TIME
13 ZONE 2 LINEAR FEET OF TUBING
14 ZONE 2 NUMBER OF FIELD FLUSH CONNECTIONS
15 1 ZONE 2 GPM DOSING FLOW RATE
16 ZONE, 2 GPM TOTAL FLUSHING FLOW RATE
17 ZONE 2 RUN TIME
18 ZONE 3 LINEAR'. FEET OF TUBING
19 ZONE 3 NUMBER OF FIELD FLUSH CONNECTIONS
20 ZONE 3 GPM DOSING FLOW RATE
21 ZONE 3 GPM TOTAL FLUSHING FLOW
22 ZONE 3 RUN TIME
23 ZONE 4 LINEAR FEET OF TUBING
24 ZONE 4 NUMBER OF FIELD FLUSH CONNECTIONS
25 ZONE 4 GPM DOSING FLOW RATE
26 ZONE 4 GPM TOTAL FLUSHING FLOW
27 ZONE 4 RUN TIME
28 ; PEAK ENABLE CYCLE COUNTER
29 HIGH LEVEL CYCLE COUNTER
30 CONTRACTOR STARTUP REPRESENTATIVE:
STARTUP DATE:
CONTRACTORS NAME & PHONE:
Note to Owner: Any changes to pump run timer should be recorded in manual on this page,
AMER I CAN MANUFACTURING COMPANY, INC.
P,O. BOX 97, ELKWOOD, VA 22718-0097, 1-800-345-3132
«; American Manufacturing Company, Inc., 2006 - B - www:americanonsite,com

Lash Engineering, Inc.
civiwonsuitingrwastewa.terTianning
1104 Cindy Can Drive
Matthews,NC 28105
Phone: [phone]
mikel((j,.ashEn6ncerin2,com
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.

AMERICA.N 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 he taken for wastewater strength.
6. Inspections should be performed at each real property transfer. Upgrade system as necessary.

":•
„Am
11 DISPOSAL AREA-SURFACE DRIP
49:
r.. Maintenance Plan and Schedule
1....._7111111W '
LASH
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 removal of dead plant material may be necessary.
Replace any dead plants 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.
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.
5.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 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
Page 1 of 3

top few inches of material and iinspect the tubing and area for damage. If excessive
ponding still occurs, more extensive investigation is required.
Examples of When to Perform Maintenance
• Fill disposal area shows signs of erosion or excess sediment deposition.
• Ponding has occurred.
• 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 he available
upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
Sample inspection and Maintenance Provisions for Bioretention Areas
Area of inspection: Potential problems: How to remediate the problem:
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
gullies'have formed. remove the gully, 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.
Ponding has occurred. Uncover the tubing.Inspect for
damage. Replace as necessary.
Erosion is occurring. ! Re-grade the swale if necessary.
to smooth it over and provide
erosion control devices such as
reinforced turf matting or rip/rap
to avoid future problems with
erosion.
The Pretreatment Area Flow is near pretreatment area Re-grade if necessary to route all
and/or gullies have formed. flow away from thepretreatment
area, Re-stabilize the area after
grading..
Sediment has accumulated to a Re-grade if necessary to route all
depth greater than three inches. flow away from the pretreatment
area. Re-stabilize the area after
grading.
Erosion has occurred. Provide additional erosion
Lash Engineering, Inc. Page 2 of 3

Area of inspection: Potential problems: How to remediate the problem:
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 show Prune according to best
that pruning is needed to maintain professional practices.
optimal plant health. r,
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 cos er if a
soil test indicates it is necessary,
Tree stakes/wires are present six Remove tree stake/wires(which
months after planting, can kill the tree if not removed).
he Disposal Mound: soils and Mulch is breaking down or has Spot mulch if there are only
mulch floated away. random void areas.Replace
whole mulch layer if necessary.
Remov e the remaining much 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
with sediment. clogging
remove and replace either:41st
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
remedy the problem if possible,
An annual soil test shows that pH Dolomitic lime shall be applied
has dropped or heavy metals have as recommended per the soil test
accumulated in the soil media, and toxic soils shall be removed,
disposed of properly and replaced
with new planting media,
Lash Engineering, Inc. Page 3 of 3

Lash Engineering, Inc.
civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews,NC 28105
Phone: [phone]
mikci`ti Laslikn2incernw,olin
Lash Engineering,
OPERATOR CHECK-LIST
INSPECTION OF ENGINEERED WASTEWATER SYSTEMS
Underwood Residence
Operator Company Name of Establishment Permit/Project No.
Residential 480 gpd Peak
Location Type of Establishment Design Flow
Owner/Agent Address Phone
Operators 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?
F|oota/pipe/ve|vea/U|soonne(tsin 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?
F|oota/pipe/va|ves/disconnmctu in good working condition? _
Control panel enclosure/components )n good condition?
Elapsed time readings: _
Yes No REMARKS
7, HEADWORKS:
Interior clean, free of debris, odiunAad to grade?
Valves operational, Filters functional, Flow Meter
VVnddnQ, Pressure Gauges functional?
Timed doses ad 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 onndiOon—ifrequined?
10. EFFLUENT DOSING TANK:
Effluent appears u|eor' 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 pondingin subsurface trenches
Surface water being effectively diverted away? .
Divernimnm/ditoheu/swa|es8||eUrainm properly maintained?
Line cove r/vegetadun adequate/maintained as needed? _
Protected from traffic (Fenue), 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/clean ou1n/veIves intact and accessible?
No effluent standing in lower laterals?
Laterals free of excess solids, cleaned out as needed?
Pressure head in properly adjusted?

OVERALL CONDITION AND OPERATION OF SYSTEM:
SUMMARY OF IMPROVEMENTS NEEDED:
Improvements Repair Within (Days)
DATE: SIGNED:
Operator

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
W• R. NCAC 02T.0600—SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
OPERATION AND MAINTENANCE AGREEMENT
FORM: STRWWIS O&M 08-13
Division of Water Resources
Permit No.. County:
Property owner(s) as appearing on the recorded deed:
Mailing address:
Facility address:
Irrigation Method: SPRAY Ej DRIP
I We agree to operate and maintain the single-family residence wastewater treatment and irrigation system as follows:
1. The Permittee is responsible for the operation and maintenance of the entire wastewater treatment and irrigation.
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed.
b. The septic tank effluent filter shall be checked and cleaned annually.
c. Accessible sand filter surfaces shall be raked and leveled every six months and any vegetative growth shall be
removed manually..
d. E Th.e tablet chlorinator shall he checked weekly. Wastewater grade tablets(calcium .hypoehlorite) shall be
added as needed to provide proper chlorination (pool chlorine tablets shall not be used). OR
E The ultraviolet. disinfection unit shall he 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 pondin.g, and
that no objectionable odors are being generated.
2. Failure to pay the annual fee shall be cause fir the Division to revoke the permit pursuant to ISA. NCAC 02T
.0105(e)(3),
3. The Permittee's failure to properly operate this system is subject to a penalty up to 525.000 per day.
4. Failure to meet the permit conditions or violation of the State's surface water or groundwater regulations may void
the permit.
All owners appearing on the legally recorded property deed shall sign this Operation & Maintenance Agreement
We understand the above requirements and agree to these terms as part of the issued permit.
Owner Signature: Date:.
Owner Signature: Date:
1-ORM: SFRWWIS O&M 08-13 Page 1 of 1

•
I II 111 Mai
CABARRUS HEALT &LUANG
the public health author ty o ca •arrus county
Date 10/22/2015
Re: Application for Improvement Permit for Applicant: Catherine W. Underwood SE#2015-
00193
Cabarrus Health Alliance Environmental Health Department file # 15-240
Dear Mrs. Underwood,
The Cabarrus Health Alliance Environmental Health Division on 10/22/2015 evaluated the
above-referenced property at the site designated on the plat/site plan that accompanied your
improvement permit application. According to your application the site is to serve a 4 bedroom
house with a design wastewater flow of 480 gallons per day. The evaluation was done in
accordance with the laws and rules governing wastewater systems in North Carolina General
Statute 130A-333 including related statutes and Title 15A, Subchapter 18A, of the North
Carolina Administrative Code, Rule. 1900 and related rules.
Based on the criteria set out in Title 15A, Subchapter 18A, of the North Carolina
Administrative Code, Rules .1940 through .1948, the evaluation indicated that the site is
UNSUITABLE for a ground absorption sewage system. Therefore, your request for an
improvement permit is DENIED. A copy of the site evaluation is enclosed. The site is
unsuitable based on the following:
X Unsuitable soil topography and/or landscape position(Rule .1940)
X Unsuitable soil characteristics (structure or clay mineralogy) (Rule .1941)
X Unsuitable soil wetness condition (Rule .1942)
X Unsuitable soil depth(Rule .1943)
Presence of restrictive horizon(Rule .1944)
X Insufficient space for septic system and repair area(Rule .1945)
Unsuitable for meeting required setbacks (Rule .1950)
Other(Rule .1946)
The site evaluation included consideration of possible site modifications, and modified,
innovative or alternative systems. However, the Health Department has determined that none of
the above options will overcome the severe conditions on this site. A possible option might be a
system designed to dispose of sewage to another area of suitable soil or off-site to additional
property.

For the reasons set out above, the property is currently classified UNSUITABLE,and no
improvement permit shall be issued for this site in accordance with Rule .1948(c).
However, the site classified as UNSUITABLE may be classified as PROVISIONALLY
SUITABLE if written documentation is provided that meets the requirements of Rule .1948(d).
A copy of this rule is enclosed.You may hire a consultant to assist you if you wish to try to
develop a plan under which your site could be reclassified as PROVISIONALLY SUITABLE.
You have a right to an informal review of this decision. You may request an informal
review by the soil scientist or environmental health supervisor at the local health department.
You may also request an informal review by the N.C. Department of Environment and Natural
Resources regional soil specialist. A request for informal review must be made in writing to the
local health department.
You also have a right to a formal appeal of this decision. To pursue a formal appeal, you
must file a petition for a contested case hearing with the Office of Administrative Hearings, 6714
Mail Center, Raleigh,N.C. 27699-67.'1.4. To get a copy of a petition form, you may write the
Office of Administrative Hearings or call the office at(919) 733-0926 or from the OAH web site
at http://www.ncoa.h.comiforms.shtml.The petition for a contested case hearing must be filed in
accordance with the provision of North Carolina General Statutes 130A-24 and 150B-23 and all
other applicable provisions of Chapter 15013.N.C. General Statute 130A-335 (g)proVides that
your hearing would be held in the county where your property is located.
Please note: If you wish to pursue a formal appeal, you must file the petition form with the
Office of Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS LETTER.
Meeting the 30 day deadline is critical to your right to a formal appeal. Beginning a formal
appeal within 30 days will not interfere with any informal review that you might request. Do not
wait for the outcome of any informal review if you wish to file a formal appeal.
If you file a petition for a contested case hearing with the Office of Administrative Hearings,
you are required by law N.C. General Statute 150B-23) to send a copy of your petition to the
North Carolina Department of Environment and Natural Resources. Send the copy to: Office of
General Counsel, N.C. Department of Environment and Natural Resources, 1601 Mail Service
Center, Raleigh,N.C. 27699-1601. Do NOT send the copy of the petition to your local health
department. Sending a copy of your petition to the local health department will NOT satisfy the
legal requirement in N.C. General Statute 150B-23 that you send a copy to the Office of General
Counsel,NCDENR. You may call or write the local health department if you need any additional
information or assistance..
Sincerely,
Kenneth W. Hinson REHS
Environmental Health Program Specialist

_ DEPARTMENT OF HUMAN RESOURCES
DIVISION OF HEALTH SERVICES /� _
2174-6
/4 �",, ,, SITE/SOIL EVALUATION
(fer i Pyr°!s e etieh srzt— FOR
/ `� SANITARY SEWAGE SYSTEM
OWNER: ie/ �'x.�c=. /:1.091/1 • PHONE: DATE REQUESTED DATE EVALUATED: AK,
ADDRESS: F f �--
'• �' /mac 41 a+ 44-e, PROPERTY IDENTIFICATION No:
COUNTY: e a/2,z, ri!S PROPERTY SIZE:- PROPOSED FACILITY:
LOCATION OF SITE: /°+ f
__ WA AFLSUP I ;_ON.SITE_WELL_Y_.CnMM1TNIIY..,.,.._......,.WJ8.UC . X::AUGERR-B0141 ---N.T.---._, itr.__.. ,_.__..._.... .._-
FACTORS PROFILE PROFILE PROFILE PROFILE PROFILE
1 2 3 4 5 6 7 8 91t7
LANDSCAPE POSITION _ __
HORIZON!DEPTH �.. -AMR
_.m _
—
f
SLCIPE: r
—
f S
—
Texture Grou,
Consistence . 1.r r'., -"� r e I�
Structure r_ it, _ _ . 1
r .y ''�;..._.,.. � ..._.,._ `. . .„_ gam
Mineralogy I t .. f Y 1, ".-. r r
IfQRfzc�Nll DEPTH � � �� � F `��` J'�'_ IS � � .�e__13
Texture Grou. t . C` , 1 f�
Consistence � r e.. + a �.
_..m_
Mineralogy /'/ m, (-a .r.
rr+�
HORIZON Ill DEPTH — I �SIa �► ,m_
Texture Group _t. -.-. ._.
Consistence orto/
Structure r �
— nee... /
Mineralogy 7` /. l.w
ZON IV DEPTH G +
,ure Group
Structure — r�
Consistence MINI
IIIivJineralo alli _ _. _ ___ _
SOIL WETNESS a` _ _._.
RESTRICTIVE HORIZON
SAP-R
... �,,
CLASSIFICATION ii
u
LONG-TERM Ay4.>
ACCEPTANCE RATE
_. __
,,a _ -__ ,_.,
SITE CLASSIFICATION: +*Ce�m0' _SITE LONG-TERM ACCEPTANCE RATE:
EVALUATED BY:_ _! OTHER(S)PRESENT:_, 4?,rl/h .._
REMARKS: _.,
— s^ _ _
fllc..r -,,e, ,c e+o-erCA ra ,s•._. ,� 0 y„ y. �'
i.EGEN
NP f EQ JTI_QN TEasruRE cots sjtf1cE 5.11WCTul3 �ni ERALVGt
R -MIN s-sand MOIST WFf sg-singlegrafn 1:1,2:1,MIXED
S- Shoulder slope Is -loamy sand vfr-very(liable ) Ns- Non-sticky m-massive
L- Linear slope si - sandy loam fr-friable Ss-Slightly sticky cr-crumb
FS-Foot Slope I :cam fi -firm S- Sticky gr -granular
N-Nose slope 31-sift vR -very firm VS- Very sticky s4k-strbangular blocky
H - Head slope sli-silt loam ell - extremely firm abk-angular blocky
Cc•Concave slope sici- silty clay loam lip -Non ptastTc pi- platy
CY-Convex slope ci-clay learn Sp - Slightlypiestc pr-prlsmatfc
T-Terrace sal sandy clay learn P -Plastic
ad PIaIn sc-sandy clay Vp- Very plastic
Sic -stltycNay
c-clay
USE THE ABOVE STANDARD ABBREVIATIONS
N©1 ES: NOTES:
Horizon Depth -In inches Soil Wetness --Inches from land surface to free water or,Inches frorn land surface to
Depth of Fill . --In inches from land surface sail colors with chrome 2 or less-record Mtunseit coior chip designation
Restrictive Horizon-thickness and Inches from land surface Classiflcatlon --5(Suitable),PS(Provisionally Suitable)or U(Unsuitable)
5apralfte --S(Suitable)or U(Unsuitable) Long-Term Acceptance Rate-gat/day/fa

'-2—
. DEPARTMENT OF HUMAN RESOURCES /6------ a c(-6
DIVISION OF HEALTH SERVICES
SITE/SOIL EVALUATION
FOR
604.77,vot ere-
SANITARY SEWAGE SYSTEM
OWNER: 41:4-e4"-'4!""47 PHONE: DATE REQUESTED DATE EVALUATED:
ADDRESS: PROPERTY IDENTIFICATION No: . _
COUNTY: PROPERTY SIZE: PROPOSED FACILITY:
LOCATION OF SITE:
_MAIER_ . - _ MAI UNITY _P_LIRLIC__.- EVALUAILON-BY4-ALIG-E-R SCA=- 41IT CUT„.
..
, FACTORS PROFILE PROFILE PROFILE PROFILE PROFILE
fi /2 3 4 5 6 7 8 9 10
LANDSCAPE POSITION L ti_
. - --—
SLOPE: PS , AI S
—HORIZON I DEPTH 1:9- IP er)—3*
—
Texture Group 5,1- S,, I-
I Consistence r------v ,,z•-•$„..
Structure — .-------- I'
I — —
Mineralogy
. ,
HORIZON II DEPTH y-7,4
-- ---- -
Texture Group CLeLlesfo
—
Consistence
Structure '-I,tgle
Mineralogy
How-0mM DEPTH ii
Texture Group - -/- -- — ,.
,_.
Consistence
Structure —S-AX--- '
"lneralogy •oecre,:ti-
1!ZON IV DEPTH
:tura Group
.__ --,
Consistence
StrUCture _ _
Mineralogy . — _ .
SOIL WETNESS .
RESTRICTIVE HORIZON
SAPROLITE
CLASSIFICATION if er.
LONG-TERM
ACCEPTANCE RATE -
_ ------- _
SITE CLASSIFICATION: SITE LONG-TERM ACCEPTANCE RATE:„_
I' EVALUATED BY: _ OTHER(S)PRESENT:_
REMARKS:
-
- - -4-
LEGEAP,
I ANDSCAPE POSITIOQ TEXTURk .c0,5.151Efic_c SiiiiAlaig . frliNERALM
R - Ridge s • sand MOIST MI sg-single grain III,2:1,MIRED
S -Shoulder slope Is -loamy sand vfr-very friable Ns- lion-sticky rn-massive
L•, Linear slope sl -sandy loam fr-friable Sc-slightly sticky ci •crumb
FS -root Slope 4•foam II- firm S - Sticky fir-granular
N -Nose slope sl-silt WI-very firm VS- Very sticky sbk•subangular blocky
II - Head slope all• silt loam efl- extremely firm abk-angular blocky
Cc-Concave slope aid-silty clay loam Np • Non-plastic pl- platy
Cv-Convex stops ci-clay loam Sp-Slightly plastic pr- prismatic
- -erfaCE1 SC(-sandy clay loam P - Plastic
load Plain sc - sandy clay Vp • Vary plastic
Sic- silty clay
c •clay
USE THE ABOVE STANDARD ABBREVIATIONS
NOTES: NOTES;
Horizon Depth --In inches Solt Wetness --Inches from land surface to free water or Inches from fond surface to
Depth of Fill ' --in inches from land surface soli colors with chrome.2 or fess-record Mansell color chip designation
RestalctIve Horizon-thickness and Inches from land surface Classification --S(Suitable),PS(Provisionally Suitable)or Li(LioSoltable)
Saprollto --S(Suitable)or u(unsuitable) Long-Term Acceptance Rate-galiday/ft2

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NORTH CAROLINA DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
Pat McCrary Bryan Gossage Susan Klwttz
Governor Executive Director Secretary
Clean Water Management Trust Fund
NCNHDE-1823
July 4. 281G
Michael Lash
Lash Engineering, Inc.
1104 Cindy Carr Odv
Matthews, NC281O5
RE: Underwood Wastewater Project
Dear Michael Lash.
� The North Carolina Natural Heritage Program (NCNHP) appreciates the opportumbvto provide information
� '
about natural heritage resources for the project referenced above,
A query mf the NCNHP database, based on the project oneamappedwithynurnaqueot. indinahaothakthore
are no records for rare species, important natural communities, natural areas, or conservation/rrla nag ed
areas within the proposed project boundary. Please note that although there may be no documentation of
natural heritage elements within the project boundary, it does not imply or confirm their absence; the area
may not have been surveyed. The results of this query should not be substituted for field surveys where
suitable habitat exists. |n the event that rare species are found within the project area. p|aaaocuntact the
NCNHPoo that m/e may update our records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that have been
documented within a one-mile radius of the property boundary, The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists and is
included for reference, Tables of natural areas and conservation/managed area within a one-mile radius uf
the project area, if any, are also included inthis report.
Please note that natural heritage element data are maintained for the purposes of conservation planning,
project review, and scientific research, and are not intended for use as the primary criteria for regulatory
� decisions. Information provided by the NCNHP database may not be published without prior written
� notification to the NC;NHP, and the NCNHP must be credited as an information source in these publications,
Maps ufNCWHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature
Preserve (DNP), Registered Heritage Area (RHA), ), Clean Water Management Trust Fund (CWMTF)
easement, or Federally-|ieted species are documented near the project erea.
� |f you have questions regarding thminhznmahonprovided |nthhs |etterorneodedditioma| aaaistanoe. pleann
� contact Suzanne Mason rtowrannc,masom@nockcr,qovor91S7078G3T
Sincerely,
NC Natural Heritage Program

Natural Heritage Element Occurrences, Natural Areas,and Managed Areas Within a One-mile Radius of the Project Area
Underwood Wastewater
July 4,2016
NCNHDE-18 3
lement Occurrences Documented Within a One-mile Radius of the Pro'ect Area
« d `,t\ a ..»�9 w ��v. ,',. ,'4\E` t,t,\4 ° � ..2♦ws. , `i -:.t':''4,. ''t T � p� 4l 1iti.\ a''v^� A�� .� r t � � �" �a^� �, r i
4 da � met. . 4 4 � . � A � 4 � M N;
,.,. ..a . ,.. i
"a 4 � ® ,
" " q ' , ;;, � N >AA; , :� nVIAv ; � pa . „ SZ'' ? r•\\, gym ,haZz°eshwater Fish 1512 Etheostoma coals Carolina Darter 011-0 - 7 Current 3-Medium Species of Special G3 S3
Concern Concern
atural 25779 Dry Oak--Hickory Forest r-- 2012 Current 2-High -__ -.., G4G5 a4
ommunity (Piedmont Subtype)
atural 25807 Upland Depression --- 2012Current 2-High .__ -_- G2G3 S S3
ommunity Swamp Forest
atural Areas Documented Within a One-mile Radius of the Pro'ect Area
„-. a t, ..,,.. . , ,,- k,``w";r -; , ,-, '�c::,t,.,-'.,' N.- .rr`'n t,,, c,;s w ,- ,,Us j,(t
Nritz Harness Shop Road Upland Depression R5(General) C5 (General)
o Managed Areas are Documented Within a One-mile Radius of the Project Area
)finitions and an explanation of status designations and codes can be found at b Imtlide,nittutasv,vagtwoleolthelo.Data query generated on July 4, 016:source:NCNMP„04 October 2015. Please resubmit y+o
ormation request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-1823: Underwood Wastewater
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Page 3 of 3