NC0089711_Permit Application_20170609

RECEIVED/NCDEQ/DWR
JUN 0 8 2017
Water duality
Permitting Section
MJEa.
WASTEWATER FACILITY for:
EDEN TRAILER PARK
Locatlon:
5412 Eden Lone
Conover, NC 28613
cotouft COLKty
Wastewater Treatment & Disposal
System for Mobile Home Park
Submittal: 4-6-16
LASH
ENGINEERING
Coneutting CMI Engineer/Planner
1104 Cindy Carr Drive
Matthews, N.C. 28105
Phone: [phone]
email: mikei*lashanglneering.eom
Page 1

Lash Engineering, Inc.
Table of Contents
1. Cover Sheet
2 Table of Contents
Application
3. Application NC- Form D-2012-DWQ-SWP-NPDES
4. Application Fee Check
Engineering Alternatives Analysis (EAA)
5. EAA Summary
6. EAA Engineer's Project Summary
7. EAA Watershed Map
8. EAA Email Sequence for Watershed Determination
9 EAA CTB-WQ-Classification
10. EAA USGS Surface Water Classification Map
11. EAA Email String from USGS for Stream Flows
12 EAA USGS Flow Analysis Report
13. EAA Regional Sewer Evaluation
14. EAA Map of Existing Municipal Sewer
15. EAA W & SS Tap Charges
16. EAA Endangered Species Report
17. EAA Response from County Zoning
18. EAA Transmittal to City of Hickory
19. EAA Response from City of Hickory
20. EAA Soils Map — Clifford Series
BioMicrobics and Treatment Train
21. BioMicrobics Brochure
22. HSMBR 4.5S
23. HSMBR 9.OS
24 BioBarner Web Photos
25. BioMicrobics Approval Letter for Plans
26. Dissolved Oxygen Report
27. Membrane Diffuser Assembly
28. UV Light Letter
29 UV Light Specification (Cutsheet)
30. UV Light Headloss Calculation
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone [phone]
mikel@LashEn mg eermg com
Page 2

Table of Contents - Continued
Precast Tanks
31. Shoaf — Large Septic Tank
32. Shoaf — Large HSMBR Tank
33. Shoaf — Small Septic Tank
34. Shoaf — Small HSMBR Tank
Miscellaneous Reports
35. pH Report
36. Hickory pH Daily Lab Results
37. Eden Park Existing Effluent Lab Results
38. Eden Park Old Well Abandonment Report
BioMicrobics Manuals
39. Installation Manual
40. Service Manual
41. Owners Manual
Engineering Plans
42. Site Plan
43. Collection Plan
44. Profiles Sheet
45. Large System Plan
46. Large System Details
47. Small System Plan
48. Small System Details
49. Setbacks Plan
50. Watershed & Soils Plan
Page 3

PERMIT APPLICATION
RECEIVEDINCDEQIDWR
JUN 0 82017
Water Quality
Permitting Section
Page 4

10
Lash Engineering, Inc.
Application
Table of Contents
Application NC- Form D-2012-DWQ-SWP-NPDES
Application Fee Check
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikelkLashEn me eermQ com
Page 5

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
Mail the complete application to:
N. C. DENR / Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit C00 0
If you are completing this form in computer use the TAB key or the up - down arrows to move from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information:
Owner Name
Mark A. Rowe ti, Hugh A. Rudizell
Facility Name
Eden Mobile Home Park
Mailing Address
5412 Eden Lane
City
Conover
State / Zip Code
NC. / 28613
Telephone Number
[phone]
Fax Number
( )
e-mail Address
[e-mail]
2. Location of facility producing discharge:
Check here if same address as above
Street Address or State Road
City
State / Zip Code
County
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility. (Note that this is not
referring to the Operator in Responsible Charge or ORQ
Name Has not been established. Entity will be private.
Mailing Address
City
State / Zip Code
Telephone Number ( )
Fax Number ( )
e-mail Address
1 of 3 Form -D 11/12
Page 6

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
4. Description of wastewater:
Facility Generating Wastewater(check all that apply):
Industrial
❑
Number of Employees
Commercial
❑
Number of Employees
Residential
®
Number of Homes
School
❑
Number of Students/Staff
Other
❑
Explain:
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
Mobile Home Park
37 - 2 bdrm units; 9-3 bdrm units
Number of persons served: 101 bdrms (a_ 120 god/bedrm = 12,120 gpd.
S. Type of collection system
® Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
6. Outfall Information:
Number of separate discharge points 2
Outfall Identification number(s) # 1 & #2 Only using Outfall #2
Is the outfall equipped with a diffuser? ❑ Yes ® No
7. Name of receiving stream(s) (NEW applicants. Provide a map showing the exact location of each
outfall):
Upper Tributary to Long Shoal Creek in Catawba River Watershed - Map attached
S. Frequency of Discharge: ® Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs: 7 Duration: 24hr.
9. Describe the treatment system
List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
Park is being divided into two separate and independent systems for collection and
treatment. The Disposal of the 2 systems is combined into one pipe and discharged at
one location. See Attached Engineers Project Summary.
2 of 3 Form -D 11112
Page 7

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
10. Flow Information:
Treatment Plant Design flow 0.0121 MGD
Annual Average daily flow 0 0097 or 80% MGD (for the previous 3 years)
Maximum daily flow 0.0110 MGD (for the previous 3 years)
11. Is this facility located on Indian country?
❑ Yes ® No
12. Effluent Data TS II with UV Light
NEW APPLICANTS: Provide data for the parameters listed Fecal Coliform, Temperature and pH shall be grab
samples, for all other parameters 24-hour composite sampling shall be used If more than one analysis is reported,
report daily maximum and monthly average If only one analysis is reported, report as daily maximum
RENEWAL APPLICANTS: Provide the highest single reading (Daily Mammurn) and Monthly Average
mrar tha nn.ct .36 months fnr nnrometers currenthJ in vrntr nermit Mark nther narameters "N/A"
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Biochemical Oxygen Demand (BOD;)
312
Mg/L
Fecal Coliform
Total Suspended Solids
80
Mg/l
Temperature (Summer)
72
65
F
Temperature (Winter)
68
60
F
pH
71
71
13. List all permits, construction approvals and/or applications:
Type Permit Number Type
Hazardous Waste (RCRA) n/a NESHAPS (CAA)
UIC (SDWA)
NPDES
PSD (CAA)
n/a
This Application
n/a
Dion -attainment program (CAA) n/a
14. APPLICANT CERTIFICATION
Permit Number
n/a
Ocean Dumping (MPRSA) n/a
Dredge or fill (Section 404 or CWA) n/a
Other
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
Hu4l f, Kuck;�� )I e --)Z010
Pnntea name of Person Signmg Title
%�•''�'�� �d `'�'~L Sir `L>�f + //!— i// /`-t
Sig an&re of Applicant Date
North Carolina General Statute 143.215 6 (b)(2) states Any person who knowingly makes any false statement representation, or certification in any
application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method
required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be
guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both (18 U S C Section 1001
provides a punishment by a fine of not more than S25,000 or imprisonment not more than 5 years, or both, for a similar offense )
3 of 3 Form -D 11/12
Page 8

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Page 9
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Page 9

RECE►VEDINCDEOJDWR
JUN 0 8 2017
Waler U S
PPermittingecton
ENGINEERING ALTERNATIVES ANALYSIS
Page 10

MSI
Lash Engineering, Inc.
Engineering Alternatives Analysis (EAA)
Table of Contents
1. EAA Summary
2. EAA Engineer's Project Summary
3. EAA Watershed Map
4. EAA Email Sequence for Watershed Determination
5. EAA CTB-WQ-Classification
6. EAA USGS Surface Water Classification Map
7. EAA Email String from USGS for Stream Flows
8 EAA USGS Flow Analysis Report
9. EAA Regional Sewer Evaluation
10. EAA Map of Existing Municipal Sewer
11. EAA W & SS Tap Charges
12. EAA Endangered Species Report
13. EAA Response from County Zoning
14. EAA Transmittal to City of Hickory
15 EAA Response from City of Hickory
16. EAA Sods Map — Clifford Series
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone- 704-847-3031
mikel@LashEn megmg corn
Page 11

I0
Lash Engineering, Inc.
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikel n,LashEnQmeenng com
Facility Name: Wastewater Facility for Eden Trailer Park
Engineering Alternatives Analysis (EAA)
for Non -Municipal Applicant
5412 Eden Lane, Conover, NC. 28613
Catawba County
The EAA is used to provide guidance to the regulating community for the evaluation of the
proposed wastewater disposal alternatives. This report is focused on summarizing the the Steps
which are written in report (more detailed) format as separate sections of the application.
The EAA is divided into several steps:
STEP 1:
1. Zero Flow Stream Restrictions.
Two Discharge locations were provided to the USGS for analysis so as not to have a zero
flow stream. The discharge location at the site (Outfall #1) did not register any flow so
the discharge location further downstream (Outfall 42) was analyzed and was found to
have a registered flow. This information was received and verified through the USGS
office. This information is more detailed presented in the USGS Flow Analysis Report of
this application.
The following is a summary of the information from the USGS for Outfall #2:
Applying the above annual 7Q10 yield range to the drainage area for the second point of
interest (0.14 sgini) results in an estimated annual 7Q10 discharge from 0 02 to about 0 06 cfs
(average approximately 0.04 cfs) and an estimated annual 30Q2 discharge from 0 06 to about
0.23 cfs (average approximately 0 11 cfs)
2. Stream Classification for the Receiving Waters.
This information was received and verified through the USGS office. The information is
more detailed presented in the Watershed Classification Report of this application. The
following is summary information from the USGS:
Page 12

"The two outfalls discharge to an unnamed tributary to Long Shoal, a tributary to Lake Hickory -
Catawba River and not directly to the Catawba River. The surface water classification for Long
Shoal. Class WS -V, B
3. Basinwide Water Quality Plans:
There does not appear to be any limitations on the Catawba River Basin tributaries that
would limit the residential wastewater discharge to the Long Shoal Creek tributary.
4. Impaired Waters and TMDL's
There were currently no TMDL projects listed for this part of the Catawba River
5. Presence of Endangered Species.
The project has been submitted to the following:
John Finnegan
Conservation Data Manager
NC Natural Heritage Program
Division of Land and Water Stewardship
North Carolina Department of Natural and Cultural Resources
STEP 2:
1. Reasonable Projections for Population & Flow
The Project is an existing Mobile Home Park with 46 units. All existing units have their
own septic tank and most are in a state of need for repair. Some of the tanks have failed
completely and trailer units have been asked to remain vacant. This is a non -municipal
project with no new flow being added to the system. The proposed design flows used as
part of the analysis were performed in conformance with 15A NCAC 2H .0219(1) and
are summarized below:
The wastewater facility would collect the units from a gravity collection system and be
comprised of 37-2 bdrm units & 9-3 bdrm units. This generates a design flow of 12,120 gpd.
STEP 3:
Evaluate technologically feasible alternatives:
1. Alternative A; Connection to an existing public wastewater system.
A detailed report for this alternative is included in this application. The costs associated
with this alternative are summarized below:
There would need to be approximately 5,000 feet of sewer installed to progress from the
ROW of Pinecrest Dr.NE to the ROW of Springs Road at a cost summarized below:
Approximate cost for sewer main:
5,000/8"SS @ $140.00/ft. for pipe » $700,000
23 Manholes @ $2,300 per each )> $ 53,000
Surveying easement Acquisition: 11 Easements @ $3,500 each » $ 38,500
Tap/Connection Fees » $ 43,800
Total Approximate Cost for installation »
There are no current plans for the City to extend sewer into this watershed.
Page 13

2. Alternative B; Land Applications
The land around the site is developed and/or occupied by existing owners. There are no
golf course type businesses that could use a treated effluent for irrigation or something
similar. Each of the adjacent owners have their own existing sewer systems. The owner
to the rear has property that is undeveloped but they are unwilling to sell or lease for a
wastewater disposal site. There is no available land onsite for subsurface and even if
mobile home units were taken away the soil would have been disturbed to the point it
would be difficult to use for disposal.
According to the Soils Map, the two soil types on the property (and adjacent land) is CfC
(Clifford Sandy Loam, 6-10%) (bottom portion) and CfB (Clifford Sandy Loam 2-6%)
(upper portion). Both are extremely good soils for wastewater disposal. LTAR's in A
Classification Group. Using an LTAR of "0.3", The 12,120 gpd disposal requirement
would require 12,120/0.3 = 40,400 sf. Also, need an equivalent Repair Area => 40,400
x 2 = 80,800 sf or 1.85 acres. Utilizing setbacks and required land geometry the required
land for disposal would be approximately 2 acres.
Unfortunaely none of the Soil onsite or nearby is available.
The only viable alternative that we have been able to determine is the Direct Discharge
alternative into this tributary of Long Shoal Branch.
3. Alternative C; Wastewater Reuse
The site is full of mobile home units. There is no available land for reuse that is onsite.
There are no businesses that are inclose proximity that could utilize the reclained water.
There are no golf courses, crops to irrigate, athletic fields or other entity which would
need to be irrigated. There are no campgrounds, ponds to fill, stormwater Quality
features to maintain. The site is in a rural setting, with stand alone neighbors around
them.
4. Alternative D; Direct discharge to Surface Waters.
1. The facility is existing with the existing wastewater treatment and disposal systems
failing. The facility has approximately 46 units and will not be asking for any
additional or new units. The 7Q 10 and the 30Q10 streamflows were calculated at "0"
for disposal into the creek at the downstream end of the site. An Outfall was chosen
(one property owner downstream) when the 7Q10 and the 30Q10 calculation
generated:
The estimated annual 7Q10 discharge from 0.02 to about 0 06 cfs
The estimated annual 30Q2 discharge fiom 0 06 to about 0.23 cfs
(The average being approx.. 0 11 cfs)
2. This direct Discharge system shall be evaluated with a BODS = 5mg/l, NH3-N=1mg/l with a
weekly sampling regime.
3. A Project Summary is included in this application and a complete set of plans accompanies
this application.
Page 14

4. The required easement will be discussed with the 2 landowners upon recognition by the State
that this application has merit. A Surveyor will be used for the easement process and an
attorney will be used for the language of the easement.
5. Present Value Cost Analysis:
PV = Co + C[(l+r)'-1 / r(l+r)"]
PV = Present Value of Costs
Co = Costs occurred in Present Year
C = reoccurring costs
$250,000 (installation costs)
Annual Inspections:
$1,000
Sample Collection:
$300
Tank Pump Out:
$1,000
Lab Work:
$500
UV Bulb realacement:
$400
Total outlay of funds per yr. = 20
t = time in years. (t=0 is the first year)
n = Ending year of the Facility (use 20 years)
r = current EPA discount rate (this value could be determined by the website provided or
Google search) therefore, we used the value from the example of 5.625%
PV = $250,000 + $3,200[(1+0.05625)20-1 / 0.05625(1+0.05625)20]
PV = $250,000 + 3,200[1.9877 / 0.18891
PV = $250,000 + $3,200[10.520]
PV = $283,665
This initial cost has been approved by the Bank for this facility.
These annual costs (reoccurring) are acceptable parameters for this type facility.
If there are any questions related to this Engineering Alternative Analysis (EAA), please
contact:
Michael Lash, PE
Lash Engineering, Inc.
1104 Cindy Carr Drive
Matthews, NC. 28105
Ph: 704-847-3031
Email: mikeN&Jashengineering.com
Owners Name:
Mark A. Rowe & Hugh A. Rudizell
Eden Mobile Home Park
5412 Eden Lane
Conover, NC. 28613
Phone: [phone]
Email: ayery9140'0att.net
Contact Person: Hugh Rudizell
Page 15

10
Lash Engineering, Inc.
Lash Engineering, Inc.
Civi 1/Consulting/W astewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikel n,LashEngineermg corn
Project Summary 3-3-2016 for:
Eden Mobile Home Park:
5412 Eden Lane, Conover, NC. 28613
Catawba County
The Site and Project
The project is located at 5412 Eden Lane, in the City of Conover, NC. in Catawba
County. There are 42 existing mobile home units and 46 proposed for this system.
Some of the lots have had homes removed. The proposed wastewater facility will
be placed and designed such that these homes can be replaced. Eighty percent of
the homes are 2 bedroom; the others are 3 bedroom. There are no 4 bedroom units.
The setback requirements for the facility will be shown for the proposed units, top
of bank, creek and any other setbacks that are relevant to the project. The tract of
land is one lot and is not subdivided. The Tax Parcel Number is: 3734-08-77-
8578. It is all owned by the same entity and is approximately 5.510 acres in size.
It is not located in a FEMA Flood Zone. The property was surveyed by Miller
Surveying in September 2014.
The existing systems are of age and failing. Each unit has its own septic tank and
over the years the tanks have decayed, the pipes leak, and/or the maintenance of
the underground systems have been too costly. Several of the lots have had the
homes removed and the lots abandoned. The owner has been in direct contact with
the local Health Department. They have made an onsite analysis of the soils, the
individual systems on the site, and any reparation that might be available for the
wastewater treatment and disposal for the site, It was determined that the existing
soils were incapable of adequately handling the wastewater load of the facility, that
there were no alternative systems that could be utilized for repair of the system and
the lack of available physical space for a new drain field were all factors in
determining that a new system needed to be constructed. Financial arrangements
have delayed the process of determining an adequate repair, however that process
Page 16

has been completed and the design of a new wastewater treatment and disposal
facility is currently being designed.
The existing collection and disposal system was composed of individual unit septic
tanks with lateral disposal for each unit. These are being abandoned and the tanks
destroyed. A new system of 46 units is being designed that would collect each unit
with a gravity wastewater collection system of sewer mains, manholes and laterals.
The site would be divided into 2 separate and individual systems. The smaller
system would collect the units fronting the west street and be comprised of 16 units
(12-2 bdrm units & 4-3 bdrm units). This generates a design flow of 4,320 gpd.
The larger system would collect the units fronting the east street and proceed up to
collect the units near Turtle Dove Road. This system would comprise of 30 units
(25-2 bdrm units & 5-3 bdrm units). This generates a design flow of 7,800 gpd.
This system would allow for the replacement of some of the lot pads that have
previously been abandoned.
Watershed
A direct discharge system for the wastewater effluent was proposed because of the
lack of adequate available soils either on or offsite. The property has access to an
upland tributary with around 59.0 aces of watershed. The Watershed Classification
for this area is "WS V, B", within the Catawba River Basin watershed and drains
directly to the Catawba River. This is a Water Supply watershed and has very tight
restrictions for any discharges. The State has initially set the Standard for this
discharge at 5 mg/l BOD with removal of coliforms and pathogens. Other
restrictions for Nitrogen and dissolved will be set. All of these restrictions will be
reviewed by the State once the submittal has been made.
Existing Sample
A sample of the existing typical effluent was tested and rendered the following
results:
BOD 312 mg/l
TSS 80.0 mg/l
TKN 67.5 mg/1
Oil & Grease 5.9 mg/l
These results are within the standard expectation for typical residential wastewater.
Proposed Systems
The proposed two systems are currently being designed and are shown in a
preliminary fashion for this report. The strict requirements established by the State
has eliminated many process and systems.
Page 17

A c,,,,..,.-ete and have been approved by
)e tested on site for leaks prior to being
tank is not a factor because of the
� are being installed on the ridge of a
lusted with water.
proposed for this site is BioMicrobics.
ength Membrane Bioreactor
Is will be housed within separate
;en contacted and have been an integral
ie current effluent and the established
e assisted in the design of the system.
as. The specifications for these
with_ __ _isinfection)
+astewater characteristics
.low collection system. This will drain
rogen removal and solids removal.
MBR Model Number 4.5 where it
)Ugh a W light for further
creek.
low collection system. This will drain
itrogen removal and solids removal.
MBR Model Number 9.0 where it
iugh a IJV light for further
11 creek.
Page 18

Septic Tanks (anaerobic digestion)
The proposed septic tanks are made of prec
the State of North Carolina, The tanks will
integrated into the facility. Floatation of th
weight of the precast concrete tanks and th(
hill which will not flood or the ground be s.
Process Tanks (aerobic digestion)
The manufacturer for the treatment system;
The type system is a BioBarrier® High St
(HSMBR®). The proposed HSMBR Mod
precast concrete tanks. BioMicrobics has b
part of the design process. They reviewed i
treatment parameters from the State and ha:
The project has been divided into two syste
systems are listed below:
• Extremely consistent, high effluent quality
• BOD less than 5 mg/L
• TSS less than 2 mg/L
• Turbidity less than 0.2 NTU
• Fecal coliform less than 200 CFU/l00 mL
• Nutrient removal capability
• Smaller footprint
• Simple operation
• Consistent effluent quality despite influent
• Low sludge production
• Energy efficient
The small system will consist of the gravity
to a 6,000 gallon Septic Tank for settling, n
The effluent will then gravity flow into a H
will discharge by gravity and water head thi
disinfection prior to being discharged into tl
The large system will consist of the gravity
to a 10,000 gallon Septic Tank for settling, i
The effluent will then gravity flow into a R
will discharge by gravity and water head tht
disinfection prior to being discharged into tl

UV Light
The UV light is located on the discharge side of each of the systems in a self-
contained box so the treated effluent is passing through the light. The UV light is
the last treatment stage the effluent passes prior to being discharged. The head
losses of the effluent passing through the UV light are very minor (negligible).
Should the UV light fail to operate, a voltage signal is sent to the control panel and
the system is shut down until the light is operational. This protects the creek
against the possibility of treated effluent that has not had the pathogens killed from
entering the creek system.
ReAeration Unit
Theyrocess of treatment and UV treatment causes the dissolved oxygen levels to
be decreased. Prior to the treated effluent being discharged into the creek the
oxygen level of the effluent needs to be brought up acceptable levels. Each of the
systems (small & large) has the reaeration unit as the last part in the process.
Control Panel
Each system will utilize a Control Panel that has been designed to work for this
unit and supplied by the manufacturer. The panel is housed within a NEMA 4X
enclosure that is setup for the pumps, blower, and internal monitoring of the
system. A programmable micro -logic controller (PLC) activates the Filtrate Pump
and blower system through a program that self -adjusts these operations based on
actual wastewater flow into the processor (as monitored by the PLC). The
processor constantly evaluates the water usage and meters out the effluent
discharge to the disposal area at the appropriate interval to assure proper effluent
treatment. The Control Panel will also monitor the UV Light Assembly and the
Reaeration Assembly.
Each system will discharge as it completes the processing of the wastewater over a
24 hour period. Total design discharge through both systems is 12,120 gallons per
day.
Plans are 100% complete and are pending the review by the State. A Construction
Cost Budget is being prepared for analysis by the loaning institution to insure that
the project is still within the initial funding budget.
If there are any questions, please do hesitate to call.
Thanks,
Michael Lash, PE.
Page 19

UNNAMED
UPPER
TRIBUTARY
Sources Esri, HERE, DeLorme,T
Corp, GEBCO, USGS, FAO, NPS
NL, Ordnance Survey, Esn Japan,
swisstopo, Mapmylndia,© OpenS
User Community, NCDENR - Divi
omTom, Intermap, increment P
NRCANJV,�ase, IGN, Kadaster
N�ETI, Esn hina (Hong Kong),
tre`\etMap contributors, and the GIS
sionof Water Rsources

i
RE: Eden Mobile Home Park
Weaver, Adriene <[e-mail]>
Michael Lash;Fri 7/31/2015 10:08 AM
Looking forward to meeting you as well. Just one slight correction to my last email to you. The two
outfalls discharge to an unnamed tributary to Long Shoal, a tributary to Lake Hickory -Catawba River and
not directly to the Catawba River I have attached a map that I created to show this and the surface
water classification for Long Shoal.
On Thu, Jul 30, 2015 at 2:10 PM -0700, "Weaver, Adriene" <adriene weaver crdncdenr.gov>
wrote:
The surface water classification for the unnamed tributary that is immediately north of the site would
carry the same classification as that assigned to the stream segment to which it is tributary So the
classification for the unnamed tributary is WS -V, B because it flows into a segment of the Catawba River
that also has this classification If you can, please stop by my office Room 711K, in the Archdale Building,
to pick up materials I used to make this classification determination or I can email the materials to you if
you'd like.
From: Michael Lash[mailto:mil<elCablashenaineerina.coml
Sent: Thursday, July 30, 2015 3:11 PM
To: Weaver, Adriene
Subject: Re: Eden Mobile Home Park
I'll be with John Hennesey and Derek Denard at 10:00.
Lash Engineering, Inc.
Michael Lash, PE.
704-847-3031
[e-mail]
From: Weaver, Adriene <[e-mail]>
Sent: Thursday, July 30, 2015 3:09 PM
To: Michael Lash
Subject: RE: Eden Mobile Home Park
Michael -
I'll start my review now. Just wondering, which DWR staff will you be meeting tomorrow?
Page 22

From: Michael Lash rmadto.md<[e-mail]]
Sent: Thursday, July 30, 2015 2:59 PM
To: Weaver, Adriene
Subject: Eden Mobile Home Park
Adriene,
I need a water classification for a site north of Hickory that is off an unnamed tributary but
flows directly into the Catawba River. I looked it up and have attached several items that
hopefully will help with your review. I can't tell for sure which of my choices is correct.
This is a project that is in dire straits. Its an old 46 unit mobile home north of Hickory, where
each unit has its own septic tank and a field line. The homes are on top of each other and are
so old that the tanks are failing. There is no available land on site. We will be requesting a
direct discharge permit. I've completed a watershed study and have included that with the
attachments along with a USGS Map and a tributary map. The watershed for the property is 49
acres but if we go to the next downstream property owner, I can increase the watershed to 74
acres. An easement would be required to use the downstream property owner but it is
possible. The site has access to an unnamed tributary that flows directly into the Catawba
River.
Please review both basins. If the 49 acres doesn't work then hopefully the 79 acres will. The
USGS Map has the Northing and Easting for each of the two outfalls in the lower right corner.
This one is for the Site
Outfall #1; 35*47'05"N Outfall #2: 35*47'10"N
81*13'57"W 81*14'05"W
I'll be in Raleigh tomorrow in a morning meeting with the DWR staff about this project.
Thanks,
Lash Engineering, Inc.
Michael Lash, PE.
704-847-3031
[e-mail]
Page 23

NC DENR - DIVISON OF WATER
QUALITY
2B . 0300
.0308 CATAWBA RIVER
BASIN
Class
ame of Stream
Description
Class
Date
Index No.
Morris Creek
From source to Upper Little
C
03/01/62
11-58-5
River
Upper Little River (Cedar
From Morris Creek to a
WS -IV
08/03/92
11-58-(5 5)
Creek)
point 0 5 mile upstream of
mouth
Hickman Creek
From source to Upper Little
WS -IV
08/03/92
11-58-6
River
Rock Creek
From source to Upper Little
WS -IV
08/03/92
11-58-7
River
Upper Little River
From a point 0 6 mile
WS-IV,CA
08/03/92
11-58-(8)
upstream of mouth to Lake
Hickory, Catawba River
Isaac Creek
From source to a point 0.6
WS-IV,B
08/03/92
11-59-(1)
mile upstream of mouth
Isaac Creek
From a point 0 6 mile
WS-IV,B;CA
08/03/92
11-59-(2)
upstream of mouth to Lake
Hickory, Catawba River
CATAWBA RIVER (Lake Hickory
From N.0 Hwy 127 to
WS-V,B
08/03/92
11-(59.5)
below elevation 935)
Oxford Dam
Falling Creek
From source to Lake
C
09/01/74
11-60
Hickory, Catawba River
iow Creek
From source to Lake
C
09/01/74
11-61
Hickory, Catawba River
Middle Little River
From source to Lake
C
03/01/62
11-62
Hickory, Catawba River
Ginger Creek
From source to Middle
C
03/01/62
11-62-1
Little River
Duck Creek
From source to N C Highway
C,Tr
03/01/62
11-62-2-(1)
90
Holsclaw Creek
From source to Duck Creek
C
03/01/62
11-62-2-2
North Fork (White Creek)
From source to Duck Creek
C,Tr
07/01/73
11-62-2-3
Duck Creek
From N.0 Highway 90 to
C
07/01/73
11-62-2-(4)
Middle Little River
Rock Creek
From source to Middle
C
03/01/62
11-62-3
Little River
Jumping Run
From source to Rock Creek
C
03/01/62
11-62-3-1
Mountain Creek
From source to Lake
C
03/01/62
11-63
Hickory, Catawba River
'Long Shoal Creek
From source to Lake
WS-V,B
08/03/92
11-64,
'Hickorry; Catawba River
Benfield Creek
From source to Lake
WS-V,B
08/03/92
11-65
Hickory, Catawba River
Naked Creek
From source to Lake
C
03/01/62
11-66
Hickory, Catawba River
Page 20 of 40 2013-12-09 10.46.19
Page 24

Surface Water Classification Determination for
Lash Engineering, Inc. Eden Mobile Home Park Project, Catawba County, NC
If
�.Y .
ii 4C,
Z.
CATS �A�\C� j•v'`. � b`�1 `, "I�' ..
/ ^j --CA TAWBA
Cr
� t v r�"'�r� o. Rei set• voa PIS ♦ � ,� '
�• � � aked Creek
/Class WS -V, B
�,m ape
Unnamed Tributary
to Long Shoal Creek
Outfa11#1 ..
EstimateO d Location of Site
•. rivf Bakers Creek
Map created by NCDENR Division of Water Resources, Classification and Standards Rules Review Branch - July 30, 2015
Page 25
\A.;
v
N
"
Copyright:© 2013 National Geographic Society; i -cubed
Map created by NCDENR Division of Water Resources, Classification and Standards Rules Review Branch - July 30, 2015
Page 25

Response from USGS concerning... Re: Eden Mobile Home Park - ... - Mi... https://outlook.office365.com/owa/#viewmodel=ReadMessageltem&Ite...
Response from USGS concerning... Re: Eden Mobile Home Park - Low
rlow Analysis
Z hdyhl kq#? nfz hdyhLC xt Vtj ryA
DA-2,4725348*=6 : DP
To:Michael Lash <[e-mail]>;
Cdohn Weaver <[e-mail]>;
Mr. Lash,
In response to your inquiry about the low -flow characteristics (7Q10/3OQ2) for an unnamed tributary to Long Shoal Creek near
Sulphur Springs (in vicinity of Hickory) in Catawba County, the following information is provided:
A check of the low -flow files here at the USGS South Atlantic Water Science Center (Raleigh office) does not indicate a previous
low -flow determination for the specific points of interest as identified by the lat/long coordinates you provided via email dated July
30, 2015. No USGS discharge records are likewise known to exist for the points of interest.
In the absence of site-specific discharge records sufficient for a low -flow analysis, estimates of low -flow characteristics at ungaged
locations are determined by assessing a range in the low -flow yields (expressed as flow per square mile drainage area, of cfsm) at
Darby sites where such estimates have previously been determined.
casin delineations completed using the online USGS StreamStats application for North Carolina (http://waterusgs.gov
/osw/streamstats/north_ carolina.html) indicate the drainage area for the first point of interest (outfall #1 at 35 47 05 // 8113 57
NAD83) is 0.07 sqmi, and the drainage area for the second point of interest (outfall #2 at 35 47 10 // 8114 OS NAD83) is 0.14 sqmi.
For streams in Catawba County, low -flow characteristics published by the USGS are provided in two reports:
(1) The first is a statewide report completed in the early 1990's. It is USGS Water -Supply Paper 2403, "Low -flow characteristics of
streams in North Carolina" (Giese and Mason, 1993). An online version of the report is available at http://pubs.usgs.gov/wsp/2403
re ort. df. The report provides the low -flow characteristics (based on data through 1988) via regional relations and at -site values
for sites with drainage basins between 1 and 400 sqmi and not considered or known to be affected by regulation and/or diversions.
(2) The second is a newly published statewide report released in March 2015. It is USGS Scientific Investigations Report 2015-5001,
"Low -flow characteristics and flow -duration statistics for selected USGS continuous -record streamgaging stations in North Carolina
through 2012" (Weaver, 2015). The report is available online at http://pubs.usgs.gov/sir/2015/5001/. The report provides updated
low -flow characteristics and flow -duration statistics for 266 active (as of 2012 water year) and discontinued streamgages across the
state where a minimum of 10 climatic years discharge records were available for flow analyses.
Inspection of the first report indicates the presence of five nearby selected USGS partial -record sites in general vicinity of the points
of interest where low -flow characteristics have previously been published (no nearby sites noted in the second report). Among
these 5 sites, the annual 7Q10 yields range from 0.17 to 0.41 cfsm (average approximately 0.29 cfsm), and the annual 30Q2 yields
range from 0.43 to 1.65 cfsm (average approximately 0.82 cfsm).
Applying the above annual 7Q10 yield range to the drainage area for the first point of interest (0.07 sqmi) results in an estimated
annual 7Q10 discharge from 0.01 to about 0.03 cfs (average approximately 0.02 cfs) and an estimated annual 30Q2 discharge from
J3 to about 0.12 cfs (average approximately 0.06 cfs). Given the 7Q10 yield values result in a flow estimate less than 0.05 cfs and
ven the uncertainty associated with 7Q10 discharge estimates in this general range of magnitude, it would not be unreasonable to
consider the 7Q10 discharge as being zero flow at the first point of interest.
Page 26
1 of 9/13/2015 2:38 PM

Response from USGS concerning... Re: Eden Mobile Home Park - ... - Mi... https:Houtlook.off'ice365.com/owa/#viewmodel=ReadMessageltem&Ite...
Applying the above annual 7Q10 yield range to the drainage area for the second point of interest (0.14 sqmi) results in an estimated
annual 7Q10 discharge from 0.02 to about 0.06 cfs (average approximately 0.04 cfs) and an estimated annual 30Q2 discharge from
n 06 to about 0.23 cfs (average approximately 0.11 cfs).
ease note the estimated flows are provided in units of cubic feet per second (cfs).
Please understand the information provided in this message is based on a preliminary assessment and considered provisional,
subject to revision pending further analyses.
Hope this information is helpful.
Thank you.
Curtis Weaver
3. Curtis Weaver, Hydrologist, PE
USGS South Atlantic Water Science Center
North Carolina - South Carolina - Georgia
3916 Sunset Ridge Road
Raleigh, NC 27607
Email; icweaver(au�es cpoi
Online: htty://nc.water- utsgs�r'
Phone: [phone] // Fax: [phone]
On Thu, Jul 30, 2015 at 2:45 PM, Michael Lash <[e-mail] > wrote:
I have attached a project that is in dire straits. Its an old 46 unit mobile home north of Hickory, where each
unit has its own septic tank and a field line. The homes are on top of each other and are so old that the
tanks are failing. There is no available land on site. We will be requesting a direct discharge permit. I've
completed a watershed study and have included that with the attachments along with a USGS Map and a
tributary map. The watershed for the property is 49 acres but if we go to the next downstream property
owner, I can increase the watershed to 74 acres. An easement would be required to use the downstream
property owner but it is possible. The site has access to an unnamed tributary that flows directly into the
Catawba River.
Please review both basins. If the 49 acres doesn't work then hopefully the 79 acres will. The USGS Map has
the Northing and Easting for each of the two outfalls in the lower right corner.
Outfall #1: 35*47'05"N
81*13'57"W
Outfall #2: 35*47'10"N
81*14'05"W
I was hoping you could provide some preliminary estimates of 7Q10 and(or) 30Q. I'll be in Raleigh tomorrow
in a morning meeting with the DWR staff about this project.
Page 27
2 of 3 9/13/2015 2:38 PM

Response from USGS concerning ... Re: Eden Mobile Home Park - ... - Mi... https://outloolcoffice365.corn✓owa/#viewmodel=ReadMessageltem&Ite...
Thank you forth e assistance. Please call if you have any questions.
Mike
Lash Engineering, Inc.
Michael Lash, PE.
704-847-3031
mike)@lashengineering.com
Page 28
3 of3 9/13/2015 2:38 PM

10
Lash Engineering, Inc.
USGS Email for:
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikel(c�LashEngineerine.com
Eden Mobile Home Park -- Low Flow Analysis
5412 Eden Lane, Conover, NC. 28613
Catawba County
Mr. Lash,
In response to your inquiry about the low -flow characteristics (7Q10/30Q2) for an unnamed tributary to
Long Shoal Creek near Sulphur Springs (in vicinity of Hickory) in Catawba County, the following
information is provided:
A check of the low -flow files here at the USGS South Atlantic Water Science Center (Raleigh office)
does not indicate a previous low -flow determination for the specific points of interest as identified by the
lat/long coordinates you provided via email dated July 30, 2015. No USGS discharge records are
likewise known to exist for the points of interest.
In the absence of site-specific discharge records sufficient for a low -flow analysis, estimates of low -flow
characteristics at ungaged locations are determined by assessing a range in the low -flow yields (expressed
as flow per square mile drainage area, of cfsm) at nearby sites where such estimates have previously been
determined.
Basin delineations completed using the online USGS StreamStats application for North Carolina
(http://water. usgs.aov/osw/streamstats/north carol ina.htm1) indicate the drainage area for the first point of
interest (outfall #1 at 35 47 05 // 81 13 57 NAD83) is 0.07 sqmi, and the drainage area for the second
point of interest (outfall #2 at 35 47 10 // 81 14 05 NAD83) is 0.14 sqmi.
For streams in Catawba County, low -flow characteristics published by the USGS are provided in two
reports:
(1) The first is a statewide report completed in the early 1990's. It is USGS Water -Supply Paper 2403,
"Low -flow characteristics of streams in North Carolina" (Giese and Mason, 1993). An online version of
the report is available at http://pubs.usc�s.„ov/wsp/2403/report.pdf. The report provides the low -flow
characteristics (based on data through 1988) via regional relations and at -site values for sites with
drainage basins between 1 and 400 sqmi and not considered or known to be affected by regulation and/or
diversions.
Page 29

(2) The second is a newly published statewide report released in March 2015. It is USGS Scientific
Investigations Report 2015-5001, "Low -flow characteristics and flow -duration statistics for selected
USGS continuous -record streamgaging stations in North Carolina through 2012" (Weaver, 2015). The
report is available online at llttp://pubs.usg5.eov/sir/2015/5001/. The report provides updated low -flow
characteristics and flow -duration statistics for 266 active (as of 2012 water year) and discontinued
streamgages across the state where a minimum of 10 climatic years discharge records were available for
flow analyses.
Inspection of the first report indicates the presence of five nearby selected USGS partial -record sites in
general vicinity of the points of interest where low -flow characteristics have previously been published
(no nearby sites noted in the second report). Among these 5 sites, the annual 7Q10 yields range from 0.17
to 0.41 cfsm (average approximately 0.29 cfsm), and the annual 30Q2 yields range from 0.43 to 1.65 cfsm
(average approximately 0.82 cfsm).
Applying the above annual 7Q10 yield range to the drainage area for the first point of interest (0.07
sqmi) results in an estimated annual 7Q10 discharge from 0.01 to about 0.03 cfs (average approximately
0.02 cfs) and an estimated annual 30Q2 discharge from 0.03 to about 0.12 cfs
(average approximately 0.06 cfs). Given the 7Q10 yield values result in a flow estimate less than 0.05 cfs
and given the uncertainty associated with 7Q 10 discharge estimates in this general range of magnitude, it
would not be unreasonable to consider the 7Q10 discharge as being zero flow at the first point. of interest.
Applying the above annual 7Q10 yield range to the drainage area for the second point of interest (0.14
sgmi) results in an estimated annual 7Q10 discharge from 0.02 to about 0.06 cfs
(average approximately 0.04 cfs) and an estimated annual 30Q2 discharge from 0.06 to about 0.23 cfs
(average approximately 0. 11 cfs).
Please note the estimated flows are provided in units of cubic feet per second (cfs).
Please understand the information provided in this message is based on a preliminary assessment and
considered provisional, subject to revision pending further analyses.
Hope this information is helpful.
Thank you.
Curtis Weaver
J. Curtis Weaver, Hydrologist, PE Email: jcweaver(@usgs.gov
USGS South Atlantic Water Science Center
Online: http:llnc.water.usgs.gov/
North Carolina - South Carolina - Georgia
3916 Sunset Ridge Road
Raleigh, NC 27607
Phone: [phone] // Fax: [phone]
Page 30

10
Lash Engineering, Inc.
Lash Engineering, Inc.
Civil/Consulting/W astewater/Plann ing
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikel(c�LashEngineerinj4com
Eden Park - Public Sewer Availability
Paul Solomon (Water Distribution Manager, at [phone]) and Dana Carter with the City of
Hickory Public Utilities Department was contacted for the availability of public sewer for this
property. Dana Carter took our information and determined that sewer was too far away and had the
Public Utility Department wrote a letter stating that no sewer was available. We then requested to
have the nearest manhole located so that a cost estimate for the public sewer extension could be
provided for this report. Mr. Solomon forwarded a map that shows the manholes (in yellow) and
water mains in blue. Addresses for meters are also included. The map clearly shows the mobile
home park (with addresses and meters) and the closest manholes (located on Pinecrest Dr. NE.) This
map has been included for illustration and the Sewer Letter of non-availability has also been
included.
The existing sewer is located downstream from the project so a Lift Station would not be necessary.
From the City's perspective a sewer extension along the creek would open that watershed to sewer
availability and provide a means for the site to have public gravity sewer. The sewer extension
would need to be extended from the existing sewer in the ROW of Pinecrest Dr. NE and proceed
upstream, laid adjacent to the existing creek and cross country to the ROW at Springs Road. The
main would need to be at least 6'- 8'deep to get under the creek to serve the opposite side. Cross
country trunk mains are typically expected to have their upward manhole located in a public street
ROW so that access and maintenance (such as flushing) can take place. This is an upward watershed
within the gravity fed system so an 8" main is an adequate size for the main. There are at least eleven
land owners that easements would need to be acquired. The City's right of Imminent Domain could
be utilized as many other sites would benefit from the extension besides this project. There would
need to be approximately 5,000 feet of sewer installed to progress from the ROW of Pinecrest Dr.NE
to the ROW of Springs Road.
Approximate cost for sewer main:
5,000/8"SS @ $140.00/ft. for pipe » $700,000
23 Manholes @ $2,300 per each » $ 53,000
Surveying easement Acquisition: 11 Easements @ $3,500 each » $ 38,500
Tan/Connection Fees)) $ 43,800
Total Approximate Cost for installation »
Page 31

Conclusion:
Because the existing sewer is almost a mile from the site and the associated costs of the sewer
extension would be too burdensome for this development. Extending these costs over a 30 year
period and the costs of providing sewer to the site is cost prohibitive.
If I can be of any further service, please do not hesitate to call.
Sincerely,
Michael Lash, PE.
Page 32

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City of Hickory Tap Charges
OUTSIDE RATES ( Site is located in Conover Area)
July 1, 2015 - June 30, 2016
Water Tap Charges (Not Required)
Meter size
Sewer Tap Size
Meter Charges
Capacity Charges Total Tap Cost
3/4"
$
1,104
$
990
$
2,094
I"
$
2,044
$
1,846
$
3,890
1 1/2"
$
5,506
$
2,802
$
8,308
2"
$
6,496
$
3,702
$
10,198
3"
$
22,388
$
11,856
$
34,244
4"
$
24,332
$
18,524
$
42,856
6"
$
29,636
$
37,044
$
66,680
8"
$
34,312
$
50,744
$
85,056
Sewer Tap Charges (Required Fee)
Meter Size
Sewer Tap Size
Ta2 Cost
Ca aci
Total Ta Cost
3/4"
4"
$
1,648
$
1,068
$
2,716
1"
4"
$
1,648
$
2,056
$
3,704
11/2"
4"
$
1,648
$
4,114
$
5,762
2"
4"
$
1,648
$
6,582
$
8,230
3"
4"
$
1,648
$
13,170
$
14,818
4"
4"
$
1,648
$
20,580
$
22,228
6"
4"
$
1,648
$
41,160
$
42,808
3/4"
6"
$
2,044
$
1,068
$
3,112
1"
6"
$
2,044
$
2,056
$
4,100
1 1/2"
6"
$
2,044
$
4,114
$
6,158
2"
6"
$
2,044
$
6,582
$
8,626
3"
6"
$
2,044
$
13,170
$
15,214
4"
6"
$
2,044
$
20,580
$
22,624
6"
6"
$
2,044
$
41,160
$
43,204
3/4"
8"
$
2,636
$
1,068
$
3,704
1 it
8"
$
2,636
$
2,056
$
4,692
1 1/2"
8"
$
2,636
$
4,114
$
6,750
2"
8"
$
2,636
$
6,582
$
9,218
3"
8"
$
2,636
$
13,170
$
15,806
4"
8"
$
2,636
$
20,580
$
23,216
6"
8"
$
2,636
$
41,160
$
43,796
3/4"
10"
$
3,128
$
1,068
$
4,196
1 "
10"
$
3,128
$
2,056
$
5,184
1 1/2"
1011
$
3,128
$
4,114
$
7,242
2"
10"
$
3,128
$
6,582
$
9,710
3"
10"
$
3,128
$
13,170
$
16,298
4"
10"
$
3,128
$
20,580
$
23,708
6"
1011
$
3,128
$
41,160
$
44,288
--wer Rate is based on the Site
,ceding a 6"water tap.
Page 34

NORTH CAROLINA DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
Pat McCrory Bryan Gossage Susan Kluttz
Governor Executive Director Secretary
Clean Water Management Trust Funs!
March 22, 2016
Michael Lash
Lash Engineering, Inc
mike)@lashengineering.com
RE: Eden Mobile Home Park
Dear Michael Lash:
NCNHDE-1430
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources from our database that have been compiled for the project referenced
above.
A query of the NCNHP database, based on the project area mapped with your request, indicates that there
are no records for rare species, important natural communities, natural areas, or conservation/managed
areas within the proposed project boundary, or within a one -mile radius of the project boundary.
Please note that the results of this query should not be substituted for site-specific surveys where suitable
habitat exists. 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. In the event
that rare species are found within the project area, please contact the NCNHP so that we may update our
records.
Please also 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 NCNHP, and the NCNHP must be credited as an information source in these
publications. Maps of NCNHP data may also not be redistributed without permission.
Thank you for your inquiry. If you have questions regarding the information provided in this letter or need
additional assistance, please contact John Finnegan at j hn.finneaan0)ncdenr, acr, or 919.707.8630.
Sincerely,
NC Natural Heritage Program
Page 1 of 2
Page 35

NCNHDE-1430: Eden Mobile Home Park
March 22, 2016
❑ Project Boundary
O Buffered Project Boundary
1:22,073
0 0.175 0.35 0.7 mi
0 0.30.6 1.2 km
Sowcss. E.,. MERE. ON.Pmo. inbmc0. vwnnw ( P Cap. QSX0.
USOS, FAO. NPS. NR- OsoOsse $GN, Wtlpu, NL C d- Su
Page 2 of 2 Page 36

LASH
ENGINEERING
Consulting Engineers
Civil, Planning, Wastewater
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
m ikeKED-lashengineering. corn
Special Instructions:
TR.ANSMITTAL
Date:
Attention of.,
Company:
From:
Project:
March 21, 2016
Jacky Eubanks
NPDES-DWR
Michael Lash, PE.
Eden Mobile Home Park - Wastewater
Application
This form is part of an application for a wastewater permit that is required by the State. It wants
to insure to the State that the issuance of a Wastewater Permit does not violate any of the rules,
regulations and Zoning requirements of the local jurisdiction.
The project is an existing old (maybe 30 years) mobile home park, located at 5412 Eden Street.
There will be no new mobile units added to the project. The existing septic systems of the units
are failing (from age) and are in need of replacement. This is a required permit, issued by the
State, under the guidance of the local Environmental Health office (Mike Cash).
Please complete the form, have it notarized and return it to Lash Engineering, Inc. (see address
above).
The Tax parcel is #373408778578.
If you have any questions, please call me at: 704-847-3031.
Thanks,
Michael Lash, PE.
Page 37

Attachment A. Local Government Review Form
General Statute Overview North Carolina General Statute 143-315.1 (c)(6) allows input from local governments in the
issuance of NPDES Permits for non -municipal domestic wastewater treatment facilities. Specifically, the Environmental
Management Commission (EMC) may not act on an application for a new non -municipal domestic wastewater discharge facility
until it has received a written statement from each cin and county government having iurisdiction over any part of the lands on
which the proposed facility and its appurtenances are to be located. The written statement shall document whether the city or
county has a zoning or subdivision ordinance in effect and (if such an ordinance is in effect) whether the proposed facility is
consistent with the ordinance. The EMC shall not approve a permit application for any facilinv which a city or county has
determined to be inconsistent with zoning or subdivision ordinances unless the approval of such application is determined to
have statewide significance and is in the best interest of the State.
Instructions to the AVVHcant: Prior to submitting an application for a NPDES Permit for a proposed facility, the applicant
shall request that both the nearby city and county government complete this form. The applicant must:
• Submit a copy of the permit application (with a written request for this form to be completed) to the clerk of the city and
the county by certified mail, return receipt requested.
■ If either (or both) local govemment(s) fail(s) to mail the completed form, as evidenced by the postmark on die certified
mail card(s), within 15 days after receiving and signing for the certified mail, the applicant may submit the application to
the NPDES Unit.
■ As evidence to the Commission that the local government(s) failed to respond within 15 days, the applicant shall submit a
copy of the certified mail card along with a notarized letter stating that the local government(s) failed to respond within
the 15 -day period.
Instmcdons to the Local Government: The nearby cin and/or county government which mac have or has jurisdiction over
any part of the land on which the proposed facility or its appurtenances are to be located is required to complete and return this
form to the applicant within 15 days of receipt. The form must be signed and notarized.
Mame of local government COaAW SA TUN 7—Y — /—t an �.•t/ JG
(City/County)
Does the city/county have jurisdiction over any pan of the land on which the proposed facility and its appurtenances are to be
located.- Yes [ 4 No [ ] If no, please sign this form, have it notarized, and return it to the applicant.
Does the city, /county have in effect a zoning or subdivision ordinance% Yes [ < No [ ]
If there is a zoning or subdivision ordinance in effect, is the plan for the proposed facility consistent with the ordinance' Yes [ ✓)'
No[
Date 3-, .3— I
Signature
rCity \tanager/County Manager)
State of �0� A°TH l'./� i Uf 1 /lC< Counp: of �'''.'��,f�
(>n this �JI 3 h L day of 2y, 7 , personallv appeared before me, the said
name 1�K.Y �11 �I �S to me known and known to me to be the person described in
and who executed the foregoing document and he (or she) acknowledged that he (or she) executed the same and being duh' sworn
by me, made oath that the statements in the foregoing document are true. /1 v %
My Commission expires 3 - al?' ,2C 14 .(Signature of Noten
EAA Guidance Document Revision: April 2014
Page 8 of 8
©KARV U
'arrrrtntuustat
Pepe 38

L
U15H
ENGINEERING
Consulting Engineers
Civil, Planning, Wastewater
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikel(Mlashengineering_com
Special Instructions:
TRANSMITTAL
Date:
Attention of:
Company:
From:
Project:
March 21. 2016
Brian Frazier
Hickory Planning Director
Michael Lash, PE.
Eden Mobile Home Park - Wastewater
Application
This form is part of an application for a wastewater permit that is required by the State. It wants
to insure to the State that the issuance of a Wastewater Permit does not violate any of the rules,
regulations and Zoning requirements of the local jurisdiction.
The project is an existing old (maybe 30 years) mobile home park, located at 5412 Eden Street.
There will be no new mobile units added to the project. The existing septic systems of the units
are failing (from age) and are in need of replacement. This is a required permit, issued by the
State, under the guidance of the local Environmental Health office (Mike Cash).
Please complete the form, have it notarized and return it to Lash Engineering, Inc. (see address
above).
I do not believe that this site falls within Hickory's Jurisdiction but the application has requested
that I be sure and send it anyway. The Tax parcel is #373408778578.
If you have any questions, please call me at: 704-847-3031.
Thanks,
Michael Lash, PE.
Page 39

Lash Engineering, Inc.
Civil/ConSU Iti ng/Wastewater/Plann ing
1 l04 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikes it LashEnsineering.com
Lash Engineering, Inc.
City of Hickory Response to Zoning Influence
The City of Hickory was provided a Certified Letter as requested by the EAA Application. The
Certified Letter green slip with the City's signature was returned signed by the City (on 3-24-16) as
requested. That slip is included. A phone call (by Mr. Brian Frazier) was made the following day
explaining that this site was not in the Hickory jurisdiction and had no associated Zoning influence.
requested that they check that box on the form and return it. They have not returned it. I do not
expect them too.
■ Complete items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card to you,
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Q
B, Received, by (PAnted Name) [
D. Is delivery address different from item 1?
If YES, enter delivery address below:
VAgent
0 Addre
W Ii1a;:
❑ No
Page 40
Service Type
Priority Mail L�
:1 :� Adult Signature
2 Registered Mail -
Adult Signature Restricted Delivery
:3Registered Mail Restr.'ctw
9590 9403 0770 5196 6278 25
G Certified Mail®
Delivery
El Certified Mail Restricted Delivery
0 Return Receipt for
2 Collect on Delivery
Merchandise
2. Article Numher (Transfer from Renvie, labad_,— .
___
G Co_ Hact on Delivery Restricted Delivery
G Signature Confirmatlo, "
7015 1730 0001
6846 2711 )elivery
Signature Conf.rmat;, i
Restricted Deliver,
PS Form 3811, April 2015 PSN 7530.02-000-9053
Domestic Return Receipt
Page 40

Map Unit Description: Clifford sandy loam, 2 to 6 percent slopes --Catawba County, North
Carolina
Catawba County, North Carolina
UB—Clifford sandy loam, 2 to 6 percent slopes
Map Unit Setting
National map unit symbol.- 2m1x4
Elevation: 200 to 2,000 feet
Mean annual precipitation: 37 to 60 Inches
Mean annual air temperature: 50 to 59 degrees F
Frost -free period. 160 to 200 days
Farmland classification: All areas are prime farmland
Map Unit Composition
CihYofd and similar soils: 90 percent
Minor components: 3 percent
Estimates are based on observations, descriptions, and transects of the
mapunit.
Description of Clifford
Setting
Landform: I nterfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Parent material: Saprolite derived from granite and gneiss and/or
schist
Typical profile
Ap - 0 to 6 inches: sandy loam
BA - 6 to 10 inches: sandy loam
Bt - 10 to 47 Inches: day
BC - 47 to 57 inches. day loam
CB - 57 to 80 Inches: loam
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff Gass: Low
Capacity of the most limiting layer to transmit water (Ksat):
Moderately high to high (0.57 to 1.98 in/hr)
Depth to water table: More than 80 Inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in proflle: Moderate (about 8.3 Inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: A
Eden Park
t�Natural Resources Web Soil Survey 3/19=16
Coceervation Service National Cooperative Soil Survey Page 1 of 2
Page 41

Map Unit Description: Clifford sandy loam, 2 to 6 percent slopes Catawba County, North
Carolina
Minor Components
Westfield
Percent of map unit. 3 percent
Landform: I nterfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across -slope shape: Convex
Data Source Information
Soil Survey Area: Catawba County, North Carolina
Survey Area Data: Version 15, Sep 9, 2014
Eden Park
Lso,,% Natural Resources Web Soil Survey 3/19/2016
Conservation Service National Cooperative Sol Survey Page 2 of 2
Page 42

RECEIVED/NCDEQJDwR
JUN 0 S 2011
Water Quality Section
BIOMICROBICS & TREATMENT SYSTEMS
Page 43

L
Lash Engineering, Inc
BioMicrobics & Treatment Train
Table of Contents
1. BioMicrobics Brochure
2. HSMBR 4.5S
3. HSMBR 9.OS
4. BioMicrobics HSMBR Service Manual
5. BioMicrobics HSMBR Owners Manual
6. BioBarrier Web Photos
7. BioMicrobics Plan Approval Letter
8. Dissolved Oxygen Report
9. Membrane Diffuser Assembly
10. UV Light Letter
11. UV Light Specification (Cutsheet)
12. UV Light Headloss Calculation
Lash Engineering, Inc.
Civil/Consulting/\Vastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikel(&,,LashEn ineeringcorn
Page 44

age
BETTER WATER. BETTER WORLD.`

farrier
MEMBRANE BIOREACTOR
Single -Family & Residential Systems
BioBarrier® Membrane BioReactor (MBR): NSF/ANSI
Standard 350 certified for Water Reuse, our advanced MBR
systems are designed specifically for single-family homes to far
exceed effluent requirements and provide new opportunities for
wastewater recycling projects. These MBR systems are ideal for
new construction, renovations, and repairs for nitrogen -sensitive
Multi -Family & Community Systems
BioBarrier® HSMBR®: Exceeding typical treatment effluent
requirements of the local regulations, our multi -family FAST'
systems provide small communities, sub -divisions, apartment
dwellings, and other residential developments with highly treated
effluent to provide opportunities for wastewater recycling. An
increase in property value is guaranteed with less aesthetic
disturbance of property value due to a very large leach field or
system components.
Small & Large Commercial Systems
BioBarrier® HSMBR®: Offering versatility and consistent
high performance for commercial properties with kitchens and
cafeterias, the BioBarrier`-' HSMBR"' produces high-quality
effluent specifically designed for water reuse applications.

Onsite MBR Systems
Whether for a water reuse or environmental sensitive
applications, end-users choose Bio-Microbics more
than ever for their wastewater treatment requirements
to help conserve natural resources; protect ground &
surface waters, and to overcome land constraints.
With unmatched effluent quality, the BioBarrier"
MBR (Membrane BioReactors) and BioBarrier®
HSMBRJ (High Strength Membrane BioReactors)
systems help to meet the increasingly stringent and/
or reuse needs of specialized on site residential and
commercial wastewater treatment applications.
The submerged membrane modules and BioAeration
Grid allows for a constant permeate flow, eliminates
clogging, and delivers high effluent quality without
costly chemicals, additives, or add on disinfection.
Always check with local regulations for guidelines
to the wastewater treatment system that will fit your
needs.
Bie*arrier HSMBB.
HIGH STRENGTH ME MBRANEBIOREACTOR
BicMgmerNE BIOREACTOR

Bic BarrIy iet
Maximum Treatment Capacity**
EU
# of Modules Module Footprint***
Modules) Shipping Weight***
Volume per System"
USA -rated systems
People per System"
-rated systems
People per System"
Pounds
Metric
BioBarrier` MBR 0.5*
500 gpd (1892 Ipd)
1-8
1-10
(1) = 21" (53 cm) L x 14" (36 cm) W
36 lbs
16 kg
BioBanier'l MBR 1.0*
1000 gpd (3487lpd)
1-16
1-20
(2) X 21" (53 cm) L x 14" (36 cm) W
72 lbs
33 kg
BioBarrier` MBR 1.5*
1500 gpd (5675lpd)
6-24
10-30
(3) X 21" (53 cm) L x 14" (36 cm) W
108 lbs
49 kg
BioBarrier` MBR 2.0
2000 gpd (7571 Ipd)
18-32
25-40
(4) X 21" (53 cm) L x 14" (36 cm) W
144 lbs
65 kg
BioBarrier) MBR 2.5
2500 gpd (9464 1pd)
2540
35-50
(5) X 21" (53 cm) L x 14" (36 cm) W
180 lbs
82 kg
Bio8amer° MBR 3.0
3000 gpd (11350lpd)
35-48
45-60
(6) X 21" (53 cm) L x 14" (36 cm) W
192 lbs
87 kg
For larger applications
> 3000 GPD (11350 Ipd),
a versatile design BioBarrier"
can be used in parallel for additional
flow and level of treatment.
', ''-
Maximum Treatment Capacity*
Shipping
Weight***
Module Dimensions—
Volume Per System"
People Per System"
BioBamer" HSMBR" 1.5
1500 gpd (5675 Ipd)
Consult Factory
Consult Factory
144 lbs
65 kg
BioBarrier' HSMBR" 3.0
3000 gpd (11350 Ipd)
Consult Factory
Consult Factory
288 lbs
131 kg
BioBamere HSMBRe 4.5
4500 gpd (17034lpd)
Consult Factory
Consult Factory
432 lbs
196 kg
BioBarrier"r HSMBRe 6.0
6000 gpd (22712 Ipd)
Consult Factory
Consult Factory
648 lbs
294 kg
BioBarrier® HSMBR® 9.0
9000 gpd (34069 Ipd)
Consult Factory
Consult Factory
864 lbs
392 kg
For larger applications >9000 GPD (34069lpd), the BioBarrier" HSMBRI's versatile design can be used in parallel for additional flow and treatment levels
Designers, Installers, regulators and property owners each benefit from BioBarrierl's
advanced features. The pre-engineered, modular system ships installation -ready
for new or existing tanks. Complete with a control panel, blower, and SaniTEP1,
the BioBarrier' system is easier to install, operate, and maintain than other types of
treatment systems. Optional additional aeration devices (Lixor`l") available.
Why use a BioBarrier®
Membrane BioReactor?
• Meets the most stringent requirements.
• Effective and proven to reduce or remove
Fecal Coliform, E. Coli, and other harmful
pathogens from wastewater.
• Ideal for direct discharge and water reuse
applications; can make even the most
difficult sites usable!
• The first system to be certified the NSF/
ANSI Standard 350 for Water Reuse!
Please see product drawings
and/or manual for further details.
`NSF/ANSI Standard 40 class 1,
NSF/ANSI Standard 245 (nitrogen
reduction), NSF/ANSI Standard
350 class R (water reuse) certified
systems
*Treatment Capacity / Volume
/ People per module are given
as guidelines for suggested use.
BioBarrier" module capacities are
rated based on biological (BOD),
hydraulic and other project -specific
considerations. Please Note: Only
residential applications or those
applications requiring treatment
for only sanitary wastewater, may
be designed from the volume and
number of people per module.
Actual capacity may vary with local
conditions and performance goals.
**"Module dimensions/weight can be
provided for shipping specifications.
NOTE: Systems can be doubled -
stacked and bolted together, which can
affect final size. Please see Product
Drawing for design specifications
and recommended exterior tankage
sizing. Treatment modules shall be
installed inside tanks that are locally
approved and manufactured using
watertight materials.
Electrical options are available
to meet all worldwide electrical
specifications (volt/phase/frequency).
IIo-Mier bics...07A etteraw, W 111110 www. • iornicrob'ics.corn

1 `+
3
a
i the Interest of technological progress, BioBarner'
IBR and HSMBRI Systems are subject to design
rd/or material changes without notice. 5
5 5 5
5 5 5
5
Other Systems/Products available
to suit your particular needs
• ReiroFAST'�Septic System Enhanc nt
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• UntiTec iM Residential
• SeptiTech®STAARTM Commercial
• BioSTORM', Stormwater System
• StormTEF litter Control Screen
• MarineFAST­ U -Series
• MarineFASV M-aMX-Series
• MarineFAST­ DV -Series
.. ,,+r ..t"11!@+1r 4."i'rTR!,,lf+Sw.el eS•1r1'}:
• BiOSTEP° Screened Pumping Systems
• MyTEEO Grit Control Screen
I • SaniTEE° Wastewater Screen
r^TdA",;"11{-T.7-1f 1E^7
p A 1!&-7E7 A?q Y TO 01
• Lixorl' Submerged Aeration Systems
• FOGHW,� Traps a Tablets
ABC',, -N Clarifiers a Devices
• SCICHLOW') Hypochlorite Generators
• SciBRINE,� BrineMakers
• Mighty Mike CPT Tablets
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• Mighty Mike° Laundry Detergent
• Mighty Mikey Marine Multi -Purpose Cleaner
• Mighty Mike'", Marine Liquid Descaler
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• 2012 President's "E" Award for Excellence in Exports, granted by the President of
the United States, presented by the U.S. Department of Commerce
• 2011 Technology Innovation Award (Decentralized Commercial Outlets) — Frost &
Sullivan — FAST Technology
• 2011 New Product of the Year Award — Recycling Category. Environmental
Protection Magazine (EPonline.com) "The financial, environmental and social
benefits of 'recycling' are indisputable." — E ioBarriera, MBR Technology
• 2011 Kansas Governor's Exporter of the Year— presented by the Governor of KS,
KS Dept. of Commerce
• 2010 North American Technology Innovation Award (Water/Wastewater) — Frost
& Sullivan — FAST' Technology
2009 Technology Merit Business Achievement Award, Water/Wastewater —
Environmental Business Journal (EBJ) — BioBarrier' MBR Technology
• 2002 U.S. Export Achievement Certificate, US Dept. of Commerce, US & Foreign
Commercial Service
• 2000 U.S. EPA Environmental Technology Innovator Award — U.S. EPA, Region
1 — SeptiTech' Technology
Australian Dept of Transportation & Royal Australian Navy - Technology Approval
Canadian Great Lakes (CGL) Maritime Certification — Canadian Coast Guard
Canadian Standards Association (CSA) International Electrical Certification
CE — European Electrical Systems (including a "Tropical Certification Rating")
China Classification Society (CCS) � M46KFf—FAST' Technology Approval
EN 12566-3. Packaged and/or site assembled domestic wastewater treatment plants
for up to 50 People, PIA GmbH tested - BioBarrier" MBR 0.5, 1.0, & 1.5
GreenSpecs (BuildingGreen,com Product Directory) listed... Provides accurate,
unbiased... information [to] improve the environmental performance, and reduce the
adverse impacts of buildings
IAPMO (International Association of Plumbing & Mechanical Officials) Listed — Fat
Oil & Grease Interceptors/Traps R&T File #2586 — FOGHog' FH -20 & FH -50
IMO (International Maritime Organization) MARPOL Annex IV (2010) — provides
guidance forthe Navigation and Vessel Inspection Circular (NVIC) No. 1-09, US EPA
and other effluent standards as may be required — FASTS Technology
EZX67dr6R9=Z1
BETTER WATER. BETTER WORLD.
8450 Cole Parkway • Shawnee, KS 66227 USA
[phone] • T: [phone] • F: [phone]
www.biomicrobics.com • [e-mail]
S eptiTech
a subsidiary of Bio-Microbics, Inc.
69 Holland Street • Lewiston, ME 04240 USA
[phone] • T:[phone] • F [phone]
www.septitech.com • [e-mail]
Massachusetts Title 5 Innovative/Alternative System - Technologies Listed under
"General Use Permit for Nitrogen Reduction", "Provisional Use," & "Remedial Use"
NSFIANSI Std 40, class 1 Certified — MicroFAST°. BioBarriers MBR and SeptiTechs
Systems up to 1500 GPD — Recognized in domestic and international trade by
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PDI (Plumbing & Drainage Institute) Certified —Standard PDI-WH201 and PDI -G101
grease interceptors — promotes the advancement of innovative plumbing products.
Poland — Aprobata Techniczna (Technology Approval) ze Instytut Ochrony
Srodowiska (Institute of Environmental Protection)
Romania — Avizeaza Favorabil — Consiliul Tehnic Permanent Pentru Constructii —
Ministerul Dezvoltarii Regionale Si Turismului
Russia — Technology Approval — meAepanbHaA Cnyrc6a no Hap30py B Cd epe
3aWHTbi flpaB fl0rpe61ATeneA N EnarononyiLiA 4enoBK8 (Federal Service of
Environmental Protection)
Russia — CPT CBuperenbcTBo o POCCNIACKHx CTaHgaprax (Certification of Russian
Standards) — BioSTORM" —All sizes
Russia — PMPC (Russian Maritime Register of Shipping) MEWAYHAPOAHOE
CBA,QETE11bCTBO O nPEAOTBPALL(EHAV 3AFPF13HEHMP CTO4HbIMN
804AMN - International Sewage Pollution Prevention Certificate
SASO (Saudi Arabian Standards Organization) Certified
ETL (UL) — Listed to US electrical certification requirements
U.K. — United Kingdom Department of Trade — FAST` Technology Approval
U.S. Coast Guard — 33CFR159, MEPC.159(55) — FAST' Technology Approval for
Type II MSD (Marine Sanitation Devices)
U.S. EPA—ETV (Environmental Technology Verification) — validates the performance
of technology that may improve the protection of the environment. — RetroFASTs,
Report No. 03/08/WQPC-SWP — SeptiTechs, Report No. 02/04/WQPC-SWP
and MORE!
I"ZIENCO/FASEa division
c.
12877 Maurer Industrial Dr • Sunset Hills. MO 63127 USA
[phone] • T [phone] • F [phone]
FIte www.sooncoFAST.com • sohrfions@sciencofaacom
www.biomicrobics.com 9 www.septitech.com * www.sciencofast.com
© 2014 Bio-Microbics Inc. All Rights Reserved. All trademarks and logos are registered trademarks of Bio-Microbics Inc. or used under license. Except certification marks, which are registered RagRrWctive owners.

[.1
Settling Zone
Volume 0.5-1
times daily flow
Operating Water Level
[168]
66
SaniTEE® 818-B
Treatment Zone
SECTION B -B
Blower
Control Housing
Panel---,
Maximum Water Level
[203 MAX]
80 MAX
0
NOTES
1. Blower piping to BioBarrier© HSMBR® may not exceed 40 FT
[12 m] total length and use 4 elbows maximum per train.
For distances greater than 40 FT [ 12 m] - consult factory.
Blowers must be located above flood/standing water
levels on concrete bases 58" X 36" X2" [150 X 90 X 5cm]
minimum.
2. Run vent(s) to desired location above finish grade and
cover opening(s) with vent grate(s) w/at least 25 sq in. [161
sq. cm] of total open surface area. Secure with stainless
steel screws. Vent piping must not allow excess moisture
build up or back pressure.
3. All appurtenances to BioBarrier® (e.g. tank pump outs,
etc.) must conform to all country, state, province, and
local plumbing and electrical codes.
4. The BioBarrier® HSMBR® control systems are provided by
Bio-Microbics, Inc.
5. The primary compartments may be a separate tank.
6. The baffle separating the settling and the treatment
chambers shall be sealed to the top of the tank, as shown
on the drawing. Ventilation for the settling zone shall be
provided for in the same manner as a traditional septic
tank.
7. All inspection, viewing, access, and pump out ports must
be secured, to prevent accidental or unauthorized access.
8. Tank, anchors, piping, conduit, blower housing pads and
vents are provided by others.
9. All piping and ancillary equipment installed after
BioBarrier® HSMBR®, must not impede or restrict filtrate
pump.
10. BioBarrier0 HSMBR® assemblies must be secured to the
tanks to prevent movement or floatation(see Installation
Instructions for details).
11. Filtrate pump vault must remain dry.
Vacuum Gauge
Treated Effluent
1 -Way Filtrate Pump
Valve Pump Base by
others see note 12
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A
WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. IS PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THE BIO-MICROBICS © 2014
INTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE.
DO NOT SCALE
UNLESS NOTED
DIMENSIONS 03CE=1
ARE IN INCHES
[CENTIMETERS] BETTER WATER. BETTER WORLD.'
TOLERANCES
± 0.02 IN/IN
1±0.05 CM/CM] HSMBR 4.5
Ib 111111 DRAWNGNUMBER
NAME I DATE A HSMBR®4.5-S SHEET
CTC 111/25/2W9 I 1 2 OF 6
REV.
Page 51

H
Maximum Water Level
[203]
80
Settling Zone
Volume 0.5-1
times daily flow
Treatment Zone
[ 244 MIN ]
96 MIN
Operating Water Level
[168]
66
[46 MIN] [122
0 18 MIN 48
----------- �T—-----------------------------------------------------------
OD
--------------------------------------------------------
O1 '
I
1
I ,
I ,
� , I 1
L-----------11------------------------------------------------------------J
[122]
48
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A
WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. IS PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THE BIO-MICROBICS © 2014
INTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE.
SECTION H -H
SCALE 1 :75
NOTES:
Consult factory for tank volume sizing.
DO NOT SCALE
UNLESS NOTED
DIMENSIONS
ARE IN INCHES mtM=1
[CENTIMETERS] BETTER WATER. BETTER WORLIX
TOLERANCES
± 0.021N/IN
[±0.05 CM/CM] HSMBR 4.5
(EIGHT Ib SIZE DRAWING NUMBER
NAME I DATE q Tank Details HSMBR4.5-S SHEET
RAWN crc 11/25/2009 1 4 OF 6
3/31/2014
Page 52

Supplemental Air
see note 4,5, & 6
Notes:
1. Filtrate Pump must be secured in a dry vault and
not be exposed to freezing temperatures.
2. Float stand should be located away from the
MBR modules within the treatment zone to
prevent float chatter.
3. Utilize SS lifting cable to remove the MBR module.
4. Supplemental aeration with LIXORO will be
required for wastewater with higher than
300mg/L BOD.
5. See LIXORO Drawings for more details.
6. Provide additional ventilation as required per
LIXOR specifications.
indeF
float
supple
by otl
Mc
Wai
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A
WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. IS PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THE BIO-MICROBICS © 2014
INTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE.
DO NOT SCALE
UNLESS NOTED
DIMENSIONS
ARE IN INCHES MkM=1
[CENTIMETERS] BETTER WATER. BETTER WORLD.'
TOLERANCES
± 0.02 IN/IN
[±0.05 CM/CM] HSMBR 4.5
WEIGHT Ib ISQEI DRAWIJGNUMBER
Al HSMBRO Details I SHEET
50F6
REVISED
Page 53

Specifications for BioBarrier@ HSMBR@ 4.5 Wastewater Treatment System
l . GENERAL
The contractor shall furnish and install (1) BioBarrier@ HSMBR® 4.5 treatment system as manufactured by Bio-Microbics, Inc. The treatment system shall be complete with all needed equipment as
shown on the drawings and specified herein. The principal items of equipment supplied by Bio-Microbics, Inc. shall include BioBarrier@ HSMBR@ assemblies, all controls, filtrate pumps, air blower
assemblies, and SanTEE@ 818-B pre-screen devices. All other items will be provided by others. The BioBarner@ HSMBR 4.5-D system shall be installed in two (2) identical treatment trains. Each
treatment train shall include three (3) BioBarrier@ assemblies situated within a two-compartment tank with a minimum wall height of 8 feet. The BioBarrier@ HSMBR 4.5-S system shall be installed in
one treatment train. The treatment train shall include six (6) BioBarrier® assemblies situated within a two-compartment tank with a minimum wall height of 8 feet. Suggested maximum settling
zone is (1) X the daily flow. Tank(s) must provide adequate pump out access and conform to local, state, and all other applicable codes. The contractor shall provide coordination with tank
supplier with regards to fabrication of the tank, installation of the BioBarrier@ unit and delivery to the job site.
2. OPERATING CONDITIONS
The BioBarrier@ HSMBR@ 4.5 treatment system shall be capable of treating up to 4,500 gpd wastewater from all facilities producing appropriate waste to develop and sustain a viable biomass.
Waste containing inhibitory substances for the biological processes or membrane filtration operation is not recommended for treatment in the BioBarrier@ HSMBR@ system. Consult factory for
proper sizing and usage.
3. MEMBRANE
The membrane is a combination of ultrafiltration and microfiltration using PVdF and PES cast material. The membrane sheet is supported by HDPE or ABS and laser welded to the plate. The
BioBarrier@ HSMBR@ membrane module shall consist of flat sheet membranes arranged in a cartridge which is aerated via subhousing arc grid. The BioBarrier@ HSMBR@ membrane assembly
shall be fixed in position and shall use non corrosive parts. Each membrane system shall be designed and installed to ensure that adequate turbulence is provided by the aeration system to
insure easy movement of MLSS within the membrane system.
4. BLOWERS
The BioBarrier@ HSMBR@ 4.5-D system shall come equipped with two (2) blowers each capable of delivering 30 - 45 CFM [50-75 m3/hrl. The blower assemblies shall include an inlet filter with metal
filter element. The BioBarrier@ HSMBR® 4.5-S system shall come equipped with a blower capable of delivering 60 - 90 CFM [ 105-155 m3/hrl. The blower assemblies shall include an inlet filter with
metal filter element. Blowers shall be mounted, up to 40 feet [12 meters] maximum, and no more than 4 elbows from the BioBarrier@ HSMBR@ assembly on a contractor supplied concrete base.
Blowers must not set in standing water and their elevation must be higher than the normal flood level. A two-piece, rectangular housing shall be provided for each blower. The discharge air line
from each blower to the BioBarrier@ HSMBR@ assembly shall be provided and installed by the contractor.
5. FILTRATE PUMP
Pumps shall be mounted, up to 20 feet (6 meters) maximum from the BioBarrier@ HSMBR@ tank in a contractor supplied pump chamber. Pumps must not set in standing water and thea elevation
must be higher than normal flood level. The suction and discharge lines as well as the vacuum gauge and the one-way valve for each pump shall be provided and installed by the contractor.
The filtrate pump is not intended as dosing pump for final disposal of the effluent.
6. ELECTRICAL
The electrical source should be within 150 feet [45.7 meters] of the blower consult local codes for longer wiring distances. All wiring must conform to all applicable codes (IEC, NEC, etc.). Wiring
distances must prevent significant voltage loss. Input power on 60Hz electrical system is three phase, 208-230 VAC, maximum 20 Amps. Input power on 50Hz electrical system is three phase, 208-
230 VAC, maximum 20 Amps. All conduit and wiring shall be supplied by contractor.
7. CONTROLS
The BioBarrier@ HSMBR@ 4.5-D system shall come equipped with two (2) control panels. The BioBarrier@ HSMBR@ 4.5-S system shall come equipped with one (1) control panel. Each control panel
provides power to the blower, the filtrate pump, and the water level floats with visual and audible alarms capable of signaling blower circuit failure and high water conditions. The control panel
is equipped with SFR® (Sequencing Fixed Reactor) timed control feature. A manual silence button is included.
8. INSTALLATION AND OPERATING INSTRUCTIONS
All installation and connections work of the BioBarrier@ HSMBR® 4.5 shall be done in accordance with the written instructions provided by the manufacturer and in accordance with all
applicable local codes and regulations. Operations manuals shall be furnished which will include a description of installation, operation, and system maintenance procedures.
9. FLOW AND DOSING
BioBarrier@ HSMBR@ systems have been successfully designed, tested and certified receiving gravity, demand -based influent flow. When influent flow is controlled by pump or other means to
help with highly variable flow conditions, then multiple dosing events should be used to help ensure even flow.
10.WARRANTY
Bio-Microbics, Inc. warrants all new High Strength BioBar(er@ models (BioBarrier@ HSMBR® 1.50 , 3.0, 4.5, 6.0, and 9.0) against defects in materials and workmanship for a period of one year after
installation or 18 months from date of shipment which ever occurs fust, subject to the following terms and conditions, fall other BioBarrier@ system models are warranted for a period of two years
after installation or three years from date of shipment, whichever occurs first, subject to the following terms and conditions):
During the warranty period, if any part is defective or fails to perform as specified when operating at design conditions, and if the equipment has been installed and is being operated and
maintained in accordance with the written instructions provided by Bio-Microbics, Inc., Bio-Microbics, Inc. will repair or replace at its discretion such defective parts free of charge. Defective
parts must be returned by owner to Bio-Microbics, Inc.'s factory postage paid, if so requested. The cost of labor and all other expenses resulting from replacement of the defective parts and from
installation of parts furnished under this warranty and regular maintenance items such as filters or bulbs shall be borne by the owner.
This warranty does not cover general system misuse, aerator components which have been damaged by flooding or any D0 NOT SCALE
components that have been disassembled by unauthorized persons, improperly installed or damaged due to altered or improper
wiring or overload protection. This warranty applies only to the treatment plant and does not include any of the structure wiring, UNLESS NOTED
plumbing, drainage, septic tank or disposal system. Bio-Microbics, Inc. is reserves the right to revise, change or modify the DIMENSIONS
construction and/or design of the BioBarrier@ HSMBR@ system, or any component part or parts thereof, without incurring any ARE IN INCHES MUM NJ •
obligation to make such changes or modifications in present equipment. Bio-Microbics, Inc. is not responsible for consequential C
or incidental damages of any nature resulting from such things as, but not limited to, defect in design, material, or workmanship, [CENTIMETERS]
BETTER WATER. BETTER WORLD'
TOLERANCES
OLERANC
or delays in delivery, replacements or repairs. ± LE IN/IN
THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED. BIO-MICROBICS SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS
FOR A PARTICULAR PURPOSE. NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIO-MICROBICS, INC., ANY OTHER LIABILITY [± 0.05 CM/CM] HSMBR 4.5
IN CONNECTION WITH THE SALE OF ITS PRODUCTS. Contact your local distributor for parts and service.
WEIGHT Ib SUE DRAWR4G NUMBER
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A NAME I DATE A pecifications HSMBR 4.5 SHEET
WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. IS PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THE BIO-MICROBICS © 2014 DRAWN 11/25/M 6 OF 6
INTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. CHECKED FT 3/31/2014 REVISED 3/31/201 REV.
Page 54

P
Settling Zone
Volume 0.5-1
times daily flow
Operating Water Level
[168]
66
SanTEE® 818-B
Treatment Zone
SECTION B -B
Control
Panel—
Blower
Housing
Maximum Water Level
[203 MAX]
80 MAX
0
NOTES
1. Blower piping to BioBarrier® HSMBR® may not exceed 40 FT
[12 ml total length and use 4 elbows maximum per train.
For distances greater than 40 FT [12 ml - consult factory.
Blowers must be located above flood/standing water
levels on concrete bases 58" X 36" X25' 1150 X 90 X 5cm]
minimum.
2. Run vent(s) to desired location above finish grade and
cover opening(s) with vent grate(s) w/at least 49 sq in. [316
sq. cm] of total open surface area. Secure with stainless
steel screws. Vent piping must not allow excess moisture
build up or back pressure.
3. All appurtenances to BioBarrier® (e.g. tank pump outs,
etc.) must conform to all country, state, province, and
local plumbing and electrical codes.
4. The BioBarrier® HSMBR® control systems are provided by
Bio-Microbics, Inc.
5. The primary compartments may be a separate tank.
6. The baffle separating the settling and the treatment
chambers shall be sealed to the top of the tank, as shown
on the drawing. Ventilation for the settling zone shall be
provided for in the same manner as a traditional septic
tank.
7. All inspection, viewing, access, and pump out ports must
be secured, to prevent accidental or unauthorized access.
8. Tank, anchors, piping, conduit, blower housing pads and
vents are provided by others.
9. All piping and ancillary equipment installed after
BioBarrierg) HSMBR®, must not impede or restrict filtrate
pump.
10. BioBarrierO HSMBR® assemblies must be secured to the
tanks to prevent movement or floatation(see Installation
Instructions for details).
11. Filtrate pump vault must remain dry.
Vacuum Gauge
Treated Effluent
1 -Way Filtrate Pump
Valve Pump Base by
others see note 12
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A
WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. IS PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. N THE BIO-MICROBICS © 2014
INTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE.
DO NOT SCALE
UNLESS NOTED
DIMENSIONS
ARE IN INCHES
[CENTIMETERS] BETTER WATER. BETTER WORLD'
TOLERANCES
± 0.02 IN/IN
[±0.05 CM/CM] HSMBR 9.0
3/31/2014
REJ DRAWNGNUMBER
A HSMBR89.0S SHEET
201`6
Page 55

H
----------------------------------------------------
1
I I 1
I II I
1 „ ,
1 „ ,
1 „ ,
I „ ,
L---------------- L ------------------------- ------- -----------------------J
H
Operating Water Level L Maximum Water Level
[168] [203]
Settling Zone 66 80
Volume 0.5-1 Treatment Zone
times daily flow
I
I
I
I
' [ 46 MIN]
I 1'--
0 18 MIN
SaniTEE Access
1 ,
I ,
1 ,
[244 MIN]
96 MIN
[122]
48
[122]
48
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A
WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. IS PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THE BIO-MICROBICS © 2014
INTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE.
SECTION H -H
IN]
N
NOTES:
Consult factory for tank volume sizing.
DO NOT SCALE
UNLESS NOTED
DIMENSIONS
ARE IN INCHES
[CENTIMETERS]
BETTER WATER. BETTER WORLD.'
TOLERANCES
± 0.02 IN/IN
[±0.05 CM/CMI
HSMBR 9.0
FEIGHT Ib
SIZE
A
DRAWING NUMBER
Tank Details HSMBR 9.OS
SHEET
4 OF 6
NAME
nDATE
RAWN CTS n5/;
Page 56

Supplemental Air
see note 4,5, & 6
Notes:
1. Filtrate Pump must be secured in a dry vault and
not be exposed to freezing temperatures.
2. Float stand should be located away from the
MBR modules within the treatment zone to
prevent float chatter.
3. Utilize SS lifting cable to remove the MBR module.
4. Supplemental aeration with LIXORO will be
required for wastewater with higher than
300mg/L BOD.
5. See LIXOROO Drawings for more details.
6. Provide additional ventilation as required per
LIXOR specifications.
indep
float
suppi
by otl
Mc
Wai
THE INFORMATION CONTAINED IN THIS DRAWING E THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A
WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. IS PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THE BIO-MICROBICS © 2014
INTEREST OF TECHNOLOGICAL ADVANCEMENT. ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE.
DO NOT SCALE
UNLESS NOTED •
DIMENSIONS • •
ARE IN INCHES
[CENTIMETERS] BETTER WATER. BETTER WORLD'
TOLERANCES
± 0.02 WIN
[± 0.05 CM/CM] HSMBR 9.0
WEIGHT Ib ISQEI DRAWINGNUMBER
A I HSMBRO Details SHEET
5OF6
RFVISFD 3131/2014 1 RFV
Page 57

Specifications for BioBardel@ HSMBR(& 9.0 Wastewater Treatment System
1. GENERAL
The contractor shall furnish and Install (1) BloBarder(& HSMBR(& 9.0 treatment system as manufactured by Blo-Microbics, Inc. The treatment system shall be compiete with all needed equipment as
shown on the drawings and specified herein. The principal Items of equipment supplied by Blo-Microbics, Inc. shall Include BioBarTier® HSMBR(& assemblies, all controls, filtrate pumps, arc blower
assemblies, and SoniTEEe 81 &B e -screen devices. All other items will be provided by others. The BIOBariele HSMBR 9.0-D system shall be Installed in two (2) Identical treatment trains. Each
treatment train shall include six 6) BloBarrler® assemblies situated within a twocompgrtment tank with a minimum wall height of 8 feet. The BloBarrier@ H MBR 9.0-S system shall be installed In one
treatment train. The treatment aln shall Include twelve (12) BioBarietO assemblies situated within a two-compartment tank with a minimum wall height of 8 feet. Suggested maximum settling
zone is (1) X the dairy flow. Tank(s) must provide adequate pump out access and conform to local, state, and all other applicable codes. The contractor shall provide coordination with tank
supplier with regards to fabrication of the tank, installation of the BloBanierS unit and delivery to the Job site.
2.OPERATING CONDITIONS
The BioBarrler® HSMBR® 9.0 treatment system shall be capable of treating up to 9,000 ggpd wastewater from all facilities producing appropriate waste to develop and sustain a viable biomass.
Waste containing inhibitory substances for the biological processes or membrane flltro Ion operation is not recommended for treatment in the BioBardea HSMBR® system. Consult factory for
proper sizing and usage.
3 MEMBRANE
The membrane Is a combination of ultrafiltration and microfiltration using PVdF and PES cast material. The membrane sheet Is supported by HDPE or ABS and laser welded to The plate. The
BioBarrie4 HSMBR® membrane module shall consist of flat sheet membranes arranged in a cartridge which is aerated via subhousing air grid. The BloBarriere HSMBR(& membrane assembly
shall be fixed In position and shall use non corrosive parts. Each membrane system shall be designed and installed to ensure that adequate turbulence is provided by the aeration system to
insure easy movement of MLSS within the membrane system.
4. BLOWERS
The BioBarrierS HSMBR® 9.0-D system shall come equipped with two (2) blowers each capable of delivering 65 - 90 CFM 198.135 m3/hr). The blower assemblies shall Include an inlet fliter with
metal fitter element. The BloBarriere HSMBR(& 9.0-S system shall come equipped with a blower capable of delivering 130 - 180 CFM [224310 m3/hrj. The blower assemblies shall Include an inlet
filter with metal filter element. Blowers shall be mounted, up to 40 feet [ 12 meters) maximum, and no more than 4 elbows from the BloBarrlerO HSMBR(& assembly on a contractor supplied
concrete base. Blowers must not set in standing water and their elevation must be higher than the normal flood level. A two-piece, rectangular housing shall be provided for each blower. The
discharge air line from each blower to the BioBarler® HSMBR(& assembly shall be provided and installed by the contractor.
5. FILTRATE PUMP
Pumps shall be mounted, up to 20 feet (6 metersmaximum from the BloBarriere HSMBR(& tank In a contractor supplied pump chamber. Pumps must not set in standing water and their elevation
normal must be higher than flood level. The suction and discharge ones as well as the vacuum gauge and the one-way valve for each pump shall be provided and installed by the contractor.
The filtrate pump is not Intended as dosing pump for final disposal of the effluent.
6. ELECTRICAL
Tf,— --tical source should be within 150 feet [45.7 meters) of the blower consult tocol codes for longer wring distances. All wMng must conform To all appppllcoble codes (IEC, NEC, etc.). Wiringg
d must prevent significant voltage loss. Input power on 60Hz electrical system Is three phase, 208-230 VAC, maximum 20 Amps. Input power on SOHz electrical system is Three phase, 208
2 maximum 20 Amps. All conduit and wiring shall be supplied by contractor.
7 SLS
TI.- _.__ _.rler(& HSMBR(& 9.413 system shall come equlpped with two 2) control panels. The BioBarer(& iHSMBR(& 9.0-S system shall come equipped with one 1) control panel. Each control panel
provides power to the blower, the filtrate pump, and the water level loots with visual and audible alarms capable of signaling blower circuit failure and hig� water conditions. The control panel
Is equipped with SFR(& (S'ening Fixed Reactor) timed control feature. A manual silence button Is included.
8. INSTALLATION AND OPERATING INSTRUCTIONS
All Installation and connections work of The BloBarier® HSMBR@ 9.0 shall be done in accordance with the written Instructions provided by the manufacturer and In accordance with all
a licoble local codes and regulations. Operations manuals shall be furnished which will include a description of Installation, operation, and system maintenance procedures.
9. FLOW AND DOSING
BloBarrier® HSMBR@ systems have been successfully designed, tested and certified receiving gravity, demand -based Influent flow. When influent flow is controlled by pump or other means To
help with highly variable flow conditions, then multiple dosing events should be used to help ensure even flow.
10. W A RRA NTY
Blo-Microbics, Inc. warrants all new High Strength BloBarler@ models (BloBarrier@ HSMBR@ 1.50 , 3.0-4.5. and 9.0) against defects in materials and workmanship fora period of one year after
Installation or 18 months from date of shipment which ever occurs first, subject to the following terms and conditions,all other BloBarrier@ system models are warranted for a period of two years
after Installation or three years from date of shipment, whichever occurs first, subject to the following terms and conditions):
During the warranty period, if any part Is defective or falls to perform as specified when operating at design conditions, and If the equipment has been installed and is beim operated and
maintained In accordance with the written Instructions provided by Blo-Microbics, Inc., Blo-Microbics, Inc. Will repair or replace at its discretion such defective parts free of charge. Defective
parts must be returned by owner to Bio-MICTObICs, Inc.'s factory postage paid, if so requested. The cost of k3bor and all Other expenses resulting from replacement of the defective parts and from
Installation of parts furnished under this warranty and regular maintenance Items such as filters or bulbs shall be bome by the owner.
This warranty does not cover general system misuse, aerator components which have been damaged by flooding a any
components that have been disassembled by unauthorized persons, improperly Installed or damaged due to aHered or Implopen DO NOT SCALE
wringg a overload protection. This warranty applies ;n`y
To The treatment plant and does not include any of the structure wiring, UNLESS NOTED
ics
plumbing drainagge, septic Tank a disposal system.aMlcrobics, Inc. ls reservesThe right to ravlse, chargge a modify The DIMENSIONS O%M■�
construction and/a design of the BloBartlel(& HSMBsystem, a any cornp�o�ent part a parts thereof, without Incurring any
obligation to make such changes a modiflcallons ipresent equipment. Blo-Microblcs, Inc. is not responsible for consequential ARE IN INCHES
w.
a Incidental damages of any nature resulting from such things as, but not limited to, defect In design, material, a workmanshlp, [CENTIMETERS) BETTER WATER. BETTER WORLD'
OR,
a delRakyS In delivery, replacements or re lira. t 0.02 IN/IN
FORA PARFICUTAR PIN URPOSE.ANO REPRE EMAT EIOR PERSON IS AUrHOR12FD TO GNEBANY OTHER WARRANtt TOR OASS MEANY IMPLIFO BIIO-MICROD WARRANTY BICSENC.. ANY OTHERIABINBYS [10.05 CM/CM] HSMBR 9.0
N CONNECTION WITH THE SALE OF Its PRODUCTS. Contact you local dBhbutor to parts and wNice.
WEIGHTDRAwNG
N�u.+efR
THE INFORMATION CONTAINED IN THIS DRAWING 5 THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A NAME DAZE A Speci 'Ir Cations HSMBR SHEET
WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. 5 PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED, IN THE BIO-MICROBICS ® 2014 QRAJYN Ium/ml9 6 OF 6
INTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. PF —1—A I
Page 58

t r
r+`
s `
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t

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"
Y A.
r
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•
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"
Y A.

I Apw�;
A.

B10
MICROBICS
BETTER WATER. BETTER WORLD.
8450 Cole Parkway • Shawnee, KS 66227 - Phone: [phone] • Fax: [phone]
E-mail. [e-mail] • www.biomicrobics.com • 800 -753 -FAST (3278)
March 14, 2016
Lash Engineering, Inc.
Michael Lash, P.E.
1104 Cindy Carr Drive
Matthews, NC 28105
Re: Eden Mobile Home Park—Conover, NC
Dear Michael,
We received your inquiry regarding the Eden Mobile Home Park located in Catawba County. The flows provided
were 4,320 GPD and 7,800 GPD. It was suggest by the engineer that sizing be based on the following existing
influent parameters which were provided to us:
o BOD = 312 mg/L
o TSS = 80.0 mg/L
o TKN = 67.5 mg/L
o Oil & Grease = 5.9 mg/L
The effluent requirements for this project are as follows:
• BOD = 5 mg/L
• TSS = 2 mg/L
• Fecal Coliform = 200 CFU/100 mL
• Ammonia = 2 mg/L
Based on the above state influent parameters and effluent requirements, we suggest the following:
• For the flow of 4,320 GPD:
Settling zone with a minimum liquid volume of '/2 times the daily flow, followed by,
o BioBarrier° HSMBR° 4.5 S treatment system
• For the flow of 7,800 GPD:
o Settling zone with a minimum liquid volume of 1/2 times the daily flow, followed by,
C) BioBarrer° HSMBR 9.0 S treatment system
We reviewed the drawings provided by Lash Engineering for Eden Trailer Park, dated 2/18/16, for the use of our
equipment and found the dimensions to be acceptable. The membrane zone for the BioBarrier@ HSMBR 4.5
show an approximate liquid level volume of 9,100 gallons based on the operational liquid level. The membrane
zone for the BioBarrier@ HSMBR 9.0 show an approximate liquid level volume of 9,100 gallons based on the
operational liquid level.
If dissolved oxygen targets are required reaeration should be provided at the point of discharge and after all
treatment equipment such as the membrane system or ultraviolet disinfection. The systems should perform to the
effluent requirements, provided the influent is as stated above, the systems are installed, operated, and
maintained properly. This also assumes there is sufficient alkalinity in the influent wastewater for nitrification, and
there are no issues with temperature or toxicity. Please allow for 7.1 mg/L alkalinity per 1 mg/L TKN in the
influent wastewater, to achieve sufficient nitrification. If the influent alkalinity is less than required for proper
nitrification, supplemental alkalinity must be added to the influent wastewater.
The BioBarrier@ HSMBR will require a service and operation from time to time. There must be service provider
trained by the manufacturer on proper service and operation of the BioBarrier@ HSMBR. It is the responsibility of
the owner to ensure the service provider is trained by the manufacturer.
Page 63

Please contact me if you have any questions.
Regards,
Lucas Staus
Manager of Sales & Inquiries
Bio-Microbics, Inc.
[phone]
cc: Eden Mobile Park 2016
Page 64

L
Lash Engineering, Inc.
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikeln,LashEn,,ineerin�-,.com
Eden Mobile Home Park; Wastewater System
Dissolved Oxygen — Rehydration Process
Summary of Dissolved Oxygen Requirements
One of the most important measures of the health of a creek or stream is the level of
dissolved oxygen (DO) in the water. Oxygen (02) dissolves in water through the mixing of
the water surface with the atmosphere. The oxygen is used by fish and other animals in the
water to "breath" through their gills or other respiratory systems and by plants. If the levels
fall too low, many species of fish, macroinvertebrates, and plants cannot survive. At very low
levels of oxygen, the stream becomes "septic" and smells rotten because low oxygen sulfur
bacteria begin to dominate. High Nitrogen levels from fertilizer runoff can casae algae
plumes that consume oxygen from the water. Maintaining an livable oxygen level in the
creek is a function of the DO (Dissolved Oxygen) calculation.
The DO determination measures the amount of dissolved (or free) oxygen present in water
or wastewater. Aerobic bacteria and aquatic life such as fish must have DO to survive.
Also, aerobic wastewater treatment processes use aerobic and facultative bacteria to break
down the organic compounds found in wastewater into more stable products that will not
harm the receiving waters. This combination of the natural aerobic process arid the
treatment aerobic processes must be blended in the receiving waters.
If the injection of an amount of free or DO present in the treated wastewater becomes lower
than the Dissolved Oxygen standard of the creek, then the habitat of bacteria, fish, water
life, water plants are all in jeopardy of decay. The lower DO values of the creek could cause
a decline in the quality of the creek water and septic conditions could occur. The
wastewater treatment processes removes the DO of the effluent and the added
temperatures of the process further cause a loss of DO. This loss of DO needs to be
replenished prior to its injection into the creek environment.
Dissolved Oxygen Requirements for a Creek
There are three main oxygen consuming groups in a creek environment. Assuming that the
creek is large enough to support fish life and in the case of this tributary, at our disposal
location, the ability to support fish is minimal but not far downstream the creek becomes
Page 65

larger and fish support is more critical. For this report, the tributary will be assumed to
support a very sparse very small fish population. The three main groups are:
1. Fish in the creek - (turtles & frogs breathe air) = 0.015 kg of 02
2. Nitrifying Bacteria = 0.012 kg of 02
3. Heterotrophic Bacteria = 0.13 k Of f 02
Total needs is approximately = 0. 16 kg of 02 per kg
A fish tank full of fish would require a 1 to 1 ratio. A creek would have at most 20% of that
amount, making the ratio 0.2 to 1.0 kg
For consumption of Oxygen with the three main groups:
1. Fish/Bacteria Density per gallon of creek = 1/32 Ib per gal. _> 1/32(160) = 5 lbs.
160?
2. Fish/Bacteria consume approx.. 2% of body mass => 5 lbs x 0.2 = 0.1 lbs
3. Using Ratio from above of 0.16 kg of 02 per 1 kg equates to:
0.16 = 1.0
x = 0.1 x = 0.016 lbs of Oxygen/24 hr period or 0.0007 lbs/hr.
Oxygen Injection for Reoxygenation
Oxygenation is measured in cfm (cubic feet/min.)
The formula is:
cfm (ft3/min) of device x lbs of air/ft3 (lbs of oxygen/lb of air) x (SOTE x Depth) X (FTE x
Time) = lbs of 02 per Time transferred.
where:
cfm (ft3/min) of device = 0.5 cfm (from diffuser device specifications).
lbs of air/ft' = 0.075 (The weight of a cubic foot of air)
lbs of Oxygen per Ib/air = 0.23 (The weight of the Oxygen in a pound of air)
SOTE = 0.01 (constant)
Depth = 3' (assuming a standard IBC tote or typical circular fish tank).
FTE = 0.5 (constant)
Time = 60 (minutes per hour to get to 02 per Hour)
Oxygen produced =>
0.5 cf. x 0.075 lbs x 0.23 Ibs.of Oxy x (0.01 x 3') x 60 mins.x (0.5 for 6"stone)=> 0.0078 lbs.of 02
min. cf Ibs.of Air hr. hr.
Divide the Oxygen Needs (Consumption -see above) by the Oxygen Produced:
0.0007 = 0.086 (1.05) _> 0.1 Air Stones (Use 1.05 as Air needs more at elevs above 500')
0.0078
1 Air Stone = 0.5 cfm
0.1 AirStone = x cfm or x = 0.05 cfm @ the 3' depth per gallon of effluent
Converting to litres:
0.05 cfm .= 1.4 litres/min.
Page 66

Diffuser Specifications:
Filtrate Pump governs the flow through the system at 12 gpm
Therefore: total air (cfm) needed = 0.05 cfm (12 gpm) or 0.6 cf of Air per minute of
discharge.
Dual Head Membrane Head Diffuser (6") is capable of producing 3.2 to 12 cfm at 3' depth.
Page 67

Membrane Diffuser Assemblies - Quad Diflbser - EPMD4
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• Membrane air diffuser assembly that features a hollow base that can be fillet
sand or gravel
• Dual head handles airflow from 3.2 - 12 CFM
• 3/4" female threaded outlet is located in the base of each diffuser
• 3/8" - 1/2" barbed adapter is included (fits poly and weighted tubing)
e Approximate Base Dimensions: 19-1/2" W x 15-1/2" L x 6-3/4" H
e Membrane Diffuser Assembly Instructions .PDF
Page 68
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Page 69
2 of 2 1/19/2016 6:56 PM

Is
Lash Engineering, Inc.
March 3, 2016
NPDES Permitting Program
Division of Water Resources
Raleigh, NC. 27699-1617
Re: Eden Park Wastewater UV Light Analysis
Lash Engineering, Inc.
Civil/Consulting/W astewater/Plann ing
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
ntikelgLashEnaineering coni
UV lights of a low flow nature are typically a low pressure type, short wave, mercury vapor discharge
tube that produces ultraviolet wavelengths lethal to microorganisms. The low pressure allows the
units to run with less power and thereby generating less heat for longer life of the bulbs. The Emperor
Aquatics UV "High Output" Light has been specified for this project.
The spectrum of UV light that is lethal is called UV -C. This includes a wavelength range within 240-
280 nm. A wavelength around 254 to 264 is considered ideal. This lamp is set to 254 nm.
Different microorganisms are extinguished at different doses. The larger "pests" take longer. Fecal
Coliforms are extinguished at near 6600 µWs/cm. This lamp has a range up to 30,000 µWs/cm.
Although there is a wide spectrum of bacteria, viruses and protozoa, most of the "pests" are
extinguished between 2,000 and 20,000. Having a range up to 30,000 µWs/cm, assures that the
germicidal action is most effective across this wide range. For this application, fecal coliforms are
most important, which have a dose requirement of about 6600 pWs/cm. This is well within range.
The glass plays an important function in the effectiveness of the lamp in that the glass can absorb the
UV -C wavelength. The hard quartz glass is most effective and is utilized in the "high output" unit.
An additional coating "L" is added to the glass that adds resistance to "solarization" so that the bulb
remains highly effective for longer periods.
The Emperor Smart HQ UV Light has been submitted for review because of its ability to be installed
in the vertical or horizontal position. It clearly has the UV qualifications to be effective. The
requirements for vertical placement are spelled out in the installation guidelines with a warning to
insure the power head is above the water line. The power unit cannot be submerged. This note has
been added to the plans. This unit is acceptable for use in this application and is accepted for use on
this project.
Sincerely,
Michael Lash, PE.
Page 70

►► PENTAIR
AQUATIC ECO -SYSTEMS'"
SYSTEM FEATURES:
• Easy -to -remove UV lamp and quartz sleeve assembly allows for
Lamp removal without disrupting the water flow. -his design also
aLows for removal of the entire power assembly for easy interior
cleaning.
• Remote Power Supply positions the power supply away from the UV
vessel and water, increasing overall safety.
• Ballasts are available wish standaro-output sterilizers (? 8 -watt
through 130 -watt models]. LPHO Multi -Voltage 1100-277 VACI
ballasts are available with high -output sterilizers (50 -watt througn
120 -watt models). They both deliver the precise electrical
requirements to the lamp, maximizirg UV -C output and lamp life,
Models using 150 Watt Lamps can be ordered in 120 or 230 VAC
50/60Hz. Alt ballasts are sealed to prevent water damage.
Cord length: 14.5 ft.
• AU SMART UV Sterilizers are watertight and designed for operation
in wet environments.
• SMART tN Sterilizers feature a heavy -wall UV -resistant plastic
vessel NV Verve] 1 !-t4r a Limited Warranty*).
• Clear vr,ewrr, r,3r;ositioned on both enas of each UV
vvrsel for ,.ate wivr;-ns ::,spection during use.
1l,

SMART UV® LITE STERILIZER
SMART UV STERILIZER
uv -c
knee
Lamps /
Input
Output
W Vassal
Inlat / Outlet
Max Load 0 12iUM
36 m l/ard
1110 MMCM2
Modal
Watts
Watts
Whus
Dlaxsnskes
Portfal
VAC
GPM/LPN
6PM/LPM
LU 18 2
1118
16
6.6
22- x 3"
1.5' Un!on
12WAC 50/6011z
4115
0 612.2
EU25-2
1/25
25
8.8
30' x 3"
1.5' Un'wn
12WAC 50/6CHx
6122
09/3.4
Ae
::ULC -2
1/4C
40
17.3
45-x3"
L5 - Union
12DVNC5016CHz
IU/37
1616
EU80-2
214C
80
17.3 (2)
45' x 14'
1.5' Union
12DVAC 50l601 -4x
20/75
311
SMART UV STERILIZER
SMART UV HO STERILIZER
UV -C Amps
Lamps/ Input Output WV""L Inlet/Oudst Max Load la IN= 30 mJ/cm2 Hp11s1/M2
Model 1s1Nts Watts watts Dlmena"s Ports) YAC GPM /lPM 6PMILPN
E50S 1150 50 15 30'x6" 2'Union 1.15!0.57 25/94 4/15
E8CS 1/80 80 27 45'x6' 2'Union 115!0.57 451170 1.5/28
E12CS 1/120 120 37 57-x6" 2'Uolon 1.15!0.57 641242 10.6 AC
E1505 11150 15U 57 71'x6" 2'Unlon 1.8510.65 100/378 16.6!62
SMART UV HO ML STERILIZER
UV{ Amp,
Lamps/ Input Output W vessel, Inlet /0uttal Max lead 0 120/2]0 Mu. PSI! 30 mJ/cm2 1M1 ml/ant
Midst Watts Watts Watts Dlmandons ponlel VAC Bar GPM / LPM OPM / LPN
0250100 2)50 CO 30 35' x 6 3' Union 1.15110.57 1501103 z3 / 167 7/26
0250160 2AC '60 54 50' x 6" 3' Union 1.15N.57 150110.3 81 ! 306 i35/51
025024C 2/120 240 74 62'x 6' 3' Union 1.15/0.57 1501103 1101416 18/68
U250100 2/150 3C0 114 76- x 6' 3- U n ion 1.85/0.85 150110.3 174/658 ?9/109
Note: Fluence (UV Dose) calculated using UVi factors of 90-95%T and UV lamps at eid of useful lamp life.
�> PENTAIR
AQUATIC ECO -SYSTEMS'
195 APOPKA BLVD., APOPKA. FL 32703 407.886.3939 PentairAES.com PAES100-1.0
Au Pentair t-ademarks and '.eggs are owned by Pentair or one o: its global affiliates. Pentair Aquatic Eco -Systems" and Smart U1^ are trademarks and/or reg steed trademark a Pentair Aquatic
Eco -System.. Inc. and/or its affiliated companies in the United States and/or other countries. Unless &Vressty nated, names and brands of thire pa rCesthat maybe used n this document are not used to
indicate an affibaCon or endorsement between the owners of these nares and brands and PeMa'rAquatic Eco -Systems, Inc. Those names and brands may be the trademzft or registered trademarks of
those third parties 8eeeos* we aro continuously imprev.ng our products and services. Pentair reserve, I,e right to things spoefiieations without prior notice. Pante'r is sn equaL opportunity smptoysr
02014 Penta rAqua tic Eco -Systems, Inc. All rights reserved Page 72
Uva
Arnw
LAMPS/
Input
Output
UV Vessel
Intst! Outlet
MIK Lad 6 120/=
301nJ/an2
140 M.,1191112
Madel
Watts
Watts
Watts
Dlmensi ns
portfsl
VAC
GPM/tPM
GPM/II"
EU25-U
1125
25
6.8
29' x4'
1.5' Union
120VAC 50/601-1z
8/30
113.7
E040
1/40
40
17.3
44'x4'
1.5, Union
120VAC 501601-17
17/64
2.6/10
E: U6
1165
65
32
71'x4'
1.5, Union
120VAC50WI-lz
321121
5.3/2C
EU80P
2/40
8o
17.3(2)
45' x 16'
1.5' Union
120VAC 50/601-1z
34/126
5.6/21
LU130°
7/65
130
32 i2)
72'x 16'
1.5' Union
120VAC 50ACHz
641 Z42
10.6/40
SMART UV HO STERILIZER
UV -C Amps
Lamps/ Input Output WV""L Inlet/Oudst Max Load la IN= 30 mJ/cm2 Hp11s1/M2
Model 1s1Nts Watts watts Dlmena"s Ports) YAC GPM /lPM 6PMILPN
E50S 1150 50 15 30'x6" 2'Union 1.15!0.57 25/94 4/15
E8CS 1/80 80 27 45'x6' 2'Union 115!0.57 451170 1.5/28
E12CS 1/120 120 37 57-x6" 2'Uolon 1.15!0.57 641242 10.6 AC
E1505 11150 15U 57 71'x6" 2'Unlon 1.8510.65 100/378 16.6!62
SMART UV HO ML STERILIZER
UV{ Amp,
Lamps/ Input Output W vessel, Inlet /0uttal Max lead 0 120/2]0 Mu. PSI! 30 mJ/cm2 1M1 ml/ant
Midst Watts Watts Watts Dlmandons ponlel VAC Bar GPM / LPM OPM / LPN
0250100 2)50 CO 30 35' x 6 3' Union 1.15110.57 1501103 z3 / 167 7/26
0250160 2AC '60 54 50' x 6" 3' Union 1.15N.57 150110.3 81 ! 306 i35/51
025024C 2/120 240 74 62'x 6' 3' Union 1.15/0.57 1501103 1101416 18/68
U250100 2/150 3C0 114 76- x 6' 3- U n ion 1.85/0.85 150110.3 174/658 ?9/109
Note: Fluence (UV Dose) calculated using UVi factors of 90-95%T and UV lamps at eid of useful lamp life.
�> PENTAIR
AQUATIC ECO -SYSTEMS'
195 APOPKA BLVD., APOPKA. FL 32703 407.886.3939 PentairAES.com PAES100-1.0
Au Pentair t-ademarks and '.eggs are owned by Pentair or one o: its global affiliates. Pentair Aquatic Eco -Systems" and Smart U1^ are trademarks and/or reg steed trademark a Pentair Aquatic
Eco -System.. Inc. and/or its affiliated companies in the United States and/or other countries. Unless &Vressty nated, names and brands of thire pa rCesthat maybe used n this document are not used to
indicate an affibaCon or endorsement between the owners of these nares and brands and PeMa'rAquatic Eco -Systems, Inc. Those names and brands may be the trademzft or registered trademarks of
those third parties 8eeeos* we aro continuously imprev.ng our products and services. Pentair reserve, I,e right to things spoefiieations without prior notice. Pante'r is sn equaL opportunity smptoysr
02014 Penta rAqua tic Eco -Systems, Inc. All rights reserved Page 72

?r �" 4�►. o w c K� -t-1-� � �� Y f2 -E'S 5 cJ x:.,� �j.2.c� t� . !��
r�t-�E. � ra eJi �ti �• ;�� � �, � • �fl�'i v�=NT� i�='c�rhJ�''�a
of
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rft�Is✓Z ^
7L,tA J
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tm�.7-1
e, Z> if -n
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t e) —.1
UV QV
5 9,c>::� ►K �' vD. Dana
a
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i
1b = 0.008��
Page 73

Lash Engineering, Inc.
Precast Tanks
Table of Contents
1. Shoaf - Large Septic Tank
2. Shoaf — Large HSMBR Tank
3. Shoaf — Small Septic Tank
4. Shoaf — Small HSMBR Tank
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1 104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikela1ashEnjaineering.corn
Page 74

PRECAST TANKS
Page 75

lfflunmg - 10 -9 -m -n- GAL SEPTIC MAINK
HS/20 TRAFFIC RATED
NC APPROVAL # STS -2M
SH OAF PRECAST INC.
4130 W US HWY 64
UD(INGTON, NC 27295
PHONE [phone]=0
FAX [phone]
- GAL PER INCH - 121.56
- 2 TO I LENGTH TO VVW71H RATIO
- PIPE PENETRATION SEAL MEET ASTM C4W
4 BUTYL RUBBER SEALANT CONTINUOUS IN JOINTS
-REINFORCED PER ENGINEER SPECS
CONCRETE - 5,000 PSI MIN.
- TANK WEIGHT - 106,000 #
. TOP - 40,000 #
- BOTFON - 40,000 #
- RISER SECTION - 26,000 #
RISERS AND RM & COVER AS
NEEDED FOR GRADE ADJUSTMfffr
. ... . I LK*J LEVEL
FLOW THROUGH 0 0 0 0 0 0 0 0
OM OF TAW TO BOTTOM OF W PaEr
OF TAW TO BOTTOM OF NLET
BOTTOM OF TANK TO BOTTOM OF Ir OUTLET -J
BOTTOM OF TAW TO BOTTOM OFC OUTLET
(D
r—
CD
0)
cc
EL

U
6"x 12"
SUPPORT FOR
BOX
SHOAF -12,000 GAL PUMP TANK
H8120 TRAFFIC RATED
NC APPROVAL 0 PT -2M
SHOAF PRECAST INC.
4130 W US HWY 64
LEXINGTON, MC 27268
PHONE (336) 797.On
FAX (SW 767-211211
hVo6§ho4fpr*mL—
wwwAhoolpro6estown
MOTES:
FULL CAPACITY - 12,530 GAL-
- M. PER INCH -124.66
• 2:1 - LENGTH TO WIDTH RATIO
- PIPE PENETRATION SEALS MEET ASTM C-023
1 41" BUTYL RUBBER SEALANT CONTINUOUS IN iomm
- REINFORCED PER ENGINEER SPECS
- CONCRETE - 3,000 PSI MIN.
-TANK WEIGHT - 111 AN 0
-TOP - 42.150 0
-BOTTOM - 40,100 0
.RISER SECTIONS -22,1111100
RIWM AM RING I 00VER AB
NEEDED FOR GR"A0JUffnWff
3r
0
or
ir
ty
6"x 12"
LATERAL
SUPPORT FO
BOX
BOTTOM OF TANK TO BOTTOM OF r INLEr �12.33'
BOTTOM OF TANK TO BOTTOM OF? RAM I
Page 77

VENT (TYP.
FLOW THRO
(Typ. 9)
TOM OF TAW TO BOTTOM OF W NET BOTTOM OF TANK TO BOTTOM OF (.OUTLET
OF TANK TO BOTTOM OF 4- NET BOTTOM OF TAW TO BOTTOM OF 4!'OU71.ET
3HOAF - 6,000 GAL SEPTIC TANK
HS/20 TRAFFIC RATED
NC APPROVAL 0 STS -2081
SHOAF PRECAST INC.
4130 W US HWY 64
LEXINGTON, NC 27295
PHONE [phone]"
FAX [phone]
ifo&m-aafp oca*Lcmn
www�! onm
GAL PER INCH -121.58
.2 TO I LENGTH TO WIDTH RATIO
- PIPE PENETRATION SEALS MEET ASM C4123
I BUTYL RUBBER SEALANT CONTINUOUS IN JOINTS
- REINFORCED PER ENGINEER SPECS
- CONCRETE - 5,000 PSI MIN.
- TANK WEIGHT - 91,000 0
-TOP - 46,500 #
- BOTrOM .44,= #
RISERS AND RING & COVER AS —\
NEEDED FOR GRADE ADJUSTMENT
7 i
0 0 0 0
4 r
52 Wr
Go
0)
0)

SHOAF -12,000 GAL PUMP TANK
148/20 TRAFFIC RATED
NC APPROVAL # PT -2093
SHOAF PRECAST INC.
4130 W US HWY 64
LEXINGTON, NC 27295
PHONE [phone]
FAX [phone]
InfoWwafpl r, l.ram
vAmilhoafpnaasicam
NOTES:
- FULL CAPACITY -12JM GAL
GAL. PER INCH -124.68
- 2:1 - LENGTH TO WIDTH RATIO
- PIPE PENETRATION SEALS MEET ASTM C4M
-1 I' BUM RUBBER SEALANT ooN nNUOUS IN JOINTS
- REINFORCED PER ENGINEER SPECS
- CONCRETE - 5,000 PSI MIN.
- TANK WEIGHT -111,850 #
TOP - 42,150 #
-BOTTOM - 40,100 #
-RISER SECTIONS - 20,600 #
REQ
EEDW FO
11
ca
a

MISCELLANEOUS REPORTS
Page 81

L
Lash Engineering, Inc.
Miscellaneous Reports
Table of Contents
1. pH Report
2. Hickory pH Daily Lab Results
3. Eden Park Existing Effluent Lab Results
4. Eden Park Old Well Abandonment Report
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Can Drive
Matthews, NC 28105
Phone: [phone]
mike] &LashEngineering coni
Page 80

Finish water pH - Michael Lash https:Houtlook.office365.com/owa/?viewmodei=ReadMessageitem ..
Finish water pH
Nicole Hairston <[e-mail]>
Fri 3/4/2016 9:35 AM
To:Michael Lash <[e-mail]>;
1 attachment (403 KB)
Dailycheck.pdf;
Mike,
This is our laboratory bench sheet. We check our finished water pH every hour 24/7.1 will address the pH that is
reported in our CCR and make corrections. Let me know if you need anything else.
Nicole Hairston, Chemist
nhairston@hicko[ync.gov
City of Hickory, NC
[phone]
www.hickorync.gov
HICKORY
_Ife wc- C'aKec
Pursuant to North Carolina General Statutes Chapter 132, Public Records, this electronic mail message and any attachments hereto, as well as any electronic mail
message(s) that may be sent in response to it may be considered public record and as such are subject to request and review.
Page 82
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POST OFFICE BOX 1056 • #5 PINEWOOD PLAZA DR.
GRANITE FALLS, NORTH CAROLINA 28530
[phone]
ANALYSIS
SAMPLE: Tim Barbee COLLECTION DATE:
4/8/2015
PERMIT #: COLLECTION TIME:
15:00
ADDRESS: RECEIVED DATE:
4/$/2015
RECEIVED TIME:
15:35
REPORTED:
5/1/2015
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ANALYSIS
ANALYSIS
RESULTS
UNITS
DATE
ANALYST
BOD
312
mg/L
4/10/15
jdg
TSS
80.0
mg/L
4/14115
jrg
TKN
67.5
mg/L
4/27115
jdg
Oil & Grease
5.9
mg/L
4/10/15
jdg
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Page 85

NSTALLATION, SERVICE & OWNERS MANUAL
Page 86

Lash Engineering, Inc.
BioMicrobics Manuals
Table of Contents
1. Installation Manual
2. Service Manual
3. Owner's Manual
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikel .LashEn ineering.com
Page 87

BIO
MICROBICS
BETTER WATER, BETTER WORLD.
11olardere instaiiation Manual
FOR USE WITH
NSF/ANSI Std. 40 Class 1/ 245 / 350 Class R
BioBarrier® 0.5, 1.0, and 1.5
NSF/ANSI Std. 40 Class I / 245 / 350 Class R
BioBarrier° 0.5-N, 1.0-N, and 1.5-N
non- ANSI/NSF certified
BioBarrier® 2.0, 2.5 3.0
BioBarrier® HSMBR®1.5, 3.0, 4.5, 9.0
BioBamer Installation Manual © 2015 Bio-Microbics, Inc. Revised April 2015.
BioBamer and HSMBR are registered trademarks owned by Bio-Microbics, Inc.
Other trademarks used are registered by their respective owners.
Page 88

INSTAL: " ATION MANUAL
FOR USE WITH
NSF/ANSI Std. 40 Class I / Std. 245 / STD. 350 Class R
BioBarrieil 0.5, 1.0, and 1.5
BioBarrierl 0.5-N, 1.0-N, and 1.5-N
non -NSF certified BioBarrierl HSMBR® 1.5, 3.0, 4.5 and 9.0
GENERAL INFORMATION
The BioBarrier® 0.5, 0.5-N, 1.0, 1.0-N, 1.5 & 1.5-N membrane bioreactor wastewater treatment systems are certified by the NSF
International/ American National Standards Institute Organizations to meet NSF/ANSI Standard 40, Class 1 certification for
single residence wastewater treatment devices, NSF/ANSI Standard 245 for nitrogen reduction, and NSF/ANSI Standard 350
Class R for restricted indoor and unrestricted outdoor use, such as toilet, urinal flushing and surface and subsurface irrigation. All
BioBarrier® products are ETL certified for safety (electrical, environmental, etc.). If you have questions regarding any Bio-
Microbics products please contact us at:
800 -753 -FAST (3278) or (913) 422-070
e-mail: onsiteaa biomicrobics.com
DELIVERY INSPECTION
The BioBarrier@ system has been carefully manufactured, checked and tested at the factory before shipment. Before and after
uncrating the unit, check the packaging for signs of shipping damage. If there is evidence of damage or abuse, notify Bio-
Microbics, Inc. at [phone] or [phone].
THE BIOBARRIER® SYSTEM
The BioBarrierO System, is a membrane bioreactor providing primary settling, fecal coliform, BOD, TSS and nitrogen reduction
(if needed) using aeration and anoxic zones, and membrane filtration. The system is contained in locally supplied tanks, either in
a two or three compartment tank, or multiple tanks, with the membrane module always in the last compartment/ tank of the
system. The membrane module itself consists of flat sheet membranes arranged in a cartridge. A high mixed liquor suspended
solids concentration in the aeration zone provides biological treatment and nitrification. The final effluent or permeate is pulled
out by the permeate pump through the MBR membranes leaving behind large organic and inorganic particles for further digestion
or wasting.
If nitrogen removal is not needed the system (BioBarrier® 0.5, 1.0, and 1.5) consists of a tank with two compartments or two
separate tanks. The first compartment or tank provides primary treatment - sedimentation and separation of floatables and
solids, and is equipped with an outlet screening device called SaniTEE®. From this screened compartment or tank, the
wastewater will flow into the second compartment or tank, which is the aeration/membrane zone.

If nitrogen removal is needed the system (The BioBarrierlg� 0.5-N, 1.0-N, 1.5-N) consists of a tank with three compartments, or
two tanks totaling at least three compartments, with exactly two compartments in the second or final tank. The first compartment
or tank provides primary treatment - sedimentation and separation of floatables and solids, and is equipped with an outlet
screening device called SaniTEE®. The second and third compartments must be in the same tank, and the second compartment
is where denitrification takes place under anoxic conditions. The third compartment, the aeration/membrane zone, is separated
from the anoxic zone by a baffle wall between the two zones to allow nitrified waste to enter into the anoxic area for
denitrification.
NSF Standard 350 Class R Restricted Indoor Urban Reuse Water
The BioBarrierW system has been tested under NSF Standard 350 Class R (Residential) and is capable of treating residential
wastewater for restricted indoor urban water reuse, which is toilet and urinal flushing. The system design requires a holding tank
and plumbing system for reuse water and shall meet all applicable codes; have proper backflow prevention and protection
against cross connections; and is the responsibility of the local designer/installer. When the reuse water is used for toilet and
urinal flushing, additional disinfection should be considered to provide adequate assurance in preventing microorganism growth
in the treated reuse water storage tank and as required by applicable codes.
The reuse tank shall be located after the BioBarrierG system. This tank shall also incorporate an overflow that allows excess
reuse water to be dispersed in a locally approved soil dispersal system or released into a sanitary sewer system. A potable
water make up system shall also be available to supply water when treated reuse water is not available. This potable water make
up system shall include a properly designed backflow preventer that meets all applicable codes.
NSF Standard 350 Class R Unrestricted Outdoor Urban Reuse Water
The BioBarrier0 system has been tested under NSF Standard 350 Class R (Residential) and is capable of treating residential
wastewater for unrestricted outdoor urban water reuse, which is acceptable for use in surface and subsurface irrigation, including
irrigation of edible crops without the edible portion being in direct contact with the treated water. A reuse tank may be required if
the irrigation system requires it. The holding tank and plumbing system for reuse water shall meet all applicable codes; have
proper backflow prevention and protection against cross connections; and is the responsibility of the local designer/installer.
Additional disinfection should be considered to provide adequate disinfection to prevent microorganism growth in the treated
reuse water storage tank and as required by applicable codes.
If a reuse tank is required for irrigation, it shall be located after the BioBarrier® system, This tank shall also incorporate an
overflow that allows excess reuse water to be dispersed in a locally approved soil dispersal system or released into a sanitary
sewer system. If a potable water make up system is required for irrigation, it shall include a properly designed backflow preventer
that meets all applicable codes.
INSTALLATION PROCEDURE
Always have all utility lines and equipment marked by a locating service prior to performing any work. Failure to do so
could result in severe bodily injury or death.
Hazards exist in confined spaces such as a septic tank. All confined space precautions must be followed if entering a
tank. Always keep tank openings covered during storage and installation
MATERIALS REQUIRED FOR INSTALLATION
A, Septic tank that meets all applicable requirements and standards.
B. Recognized, safe lifting mechanism for treatment module (e.g. a tripod).
C. Non -corrosive strut channel or equivalent material that is able to hold down at least 550 pounds [250 kg) of
buoyant force (see step 29).
D. Stainless steel anchor bolts to secure strut channel to tank riser and blower housing to concrete base.
E. Piping for all air and vent lines. Check the install procedure all specs, and plans to determine what sizes
and types of pipe you may need.
F. PVC saw
G. Pipe joint lubricant/soap.
H. PVC primer and glue.
I. Concrete base for blower assembly.
J. Mounting screws for control panel,
K. Electrical conduit, fittings and wire for required wiring.
L. Hammer Drill and concrete bits. Page 90

SaniTEE® Installation Screen
1. Check the specifications of the BioBarrier unit to determine the required number
of SaniTEE screens to be installed.
2. A 4" SaniTEF fits in the 4" septic tank outlet tee or sweep (Schd 35, 40 & 80)
JUST PRIOR to the BioBarrier system. The center of the SaniTEE® outlet
MUST be at least 38 inches [96.5 cm] off the bottom of the tank.
3. Place the SaniTEF into the outlet tee. DO NOT USE GLUE, The SaniTEE
should fit snugly into the outlet tee.
4. OPTIONAL - -XTENDING SWAB HANDLES — The exterior cleaning swab
pipes may be easily extended using 3/" schd 80 pipe and matching couplings.
Cut 3/4" pipes to the desired length, glue and connect each extension pipe to the
existing pipes using slip -to -slip couplings. When completed, glue the supplied
swab handle to each pipe end.
5. Reattach the SaniTEE8 handle with solvent welding to the %` Schd 80 swab
shaft or added extension pipe.
BioBarrier MODULE INSTALLATION
Pi,,%Use safe lifting techniques to set module in tank. Be sure all lifting equipment is clear of obstructions such as power
lines and trees.
1, The BioBarrier system should be placed as far toward the outlet end of the treatment tank as possible.
2. Before installation may begin, check the tank to ensure it is level within 1/4" [6 mm] from inlet to outlet and 1/4"
[6 mm] from side to side to side.
3. Install the SaniTEE® wastewater screen in the outlet tee of the settling tank/compartment (see SaniTEES
Installation instructions).
4. If a pump tagk is used after the BioBarrier system,
is
Schd 84'4" Pipes then this tank must be placed as close to the
I'
Air Line BioBarrier tank as possible.
5. If the tank is smaller than the minimum dimensional
range specified, the BioBarrierS system may not
operate properly. The effluent quality could suffer
and may not meet site requirements.
Page 91

INITIAL CONNECTIONS Steps 6 -10 are best performed prior to placing the module in
the tank.
6. Screw the provided 2" 0 PVC MPT x slip fitting into the air line grid.
7. Measure the depth of the tank from the bottom to the top of the tank manhole. Cut one section of 2" 0 PVC
schedule 40 pipe [51 mm] for the air line and two sections of schedule 80 %" [19 mm], for bracing the
system, to this length.
AIR LINE
8. Solvent weld the 2" air line to the
BioBarrier's air line connection.
9. Use the supplied stainless steel bolts and
nuts to secure the 3/," pipes to the top of the
BioBarrier housing at the provided recesses.
10. Make the initial discharge line connections
by attaching a piece of 5116" [8 mm] tubing to the
water discharge port of the BioBarrier's pump. Make
sure this length of tubing is long enough to reach the
tank exit once the unit is placed in the tank.
11. For BioBarrier 0.5, 1.0, 1.5 ONLY - Attach
the 3/4" schedule 40 (or schd 80) pipe for the
discharge pump vent to the supplied discharge
assembly. Make sure the piping is long enough to
reach into the air space in the tank's manhole. Water
MUST NEVER enter this vent pipe (see step 15 pic).
12. Using the supplied lifting cables, lower the
BioBarrier unit into the treatment tank and postion the
unit so that it is directly under the manhole.
13. In the manhole, make connections so that the BioBarrier air line exits the tank for connection to the blower.
The air line must be firmly secured to the tank to prevent vibrational breakage.
14. From the blower, run 2" [51 mm] schedule 40 PVC piping to the connection point at the treatment tank.
Make sure pipe union is installed as shown and that all connections are permanent. This line may riot
exceed 40 ft [12 m] in total length. DO NOT use any more than four elbows in this line.
15. At the blower, use the supplied fittings to connect the inlet filter assembly and initial outlet piping.
Page 92

DISCHARGE PUMP
16. Residential BioBarrier® - The Discharge Pump, pump vent line, and discharge
tubing MUST be assembled at the job to prevent shipping damage.
5 17. Pump fittings:
17C a. Screw PVC Tee on to pump intake. DO NOT glue Tee to pump intake.
b. Solvent weld short piece of %" 0 PVC pipe into Tee (see picture).
c. Connect and clamp 1" ID x 3.5" L flex tubing to PVC pipe from previous
step (16b). Firmly tighten the clamp to between 2 —10 ft -lbs of torque. DO
NOT crack the PVC pipe.
,. d. Connect and clamp �/z" ID x 10'' L flex tubing to the
threaded pump discharge. Firmly tighten the clamp to
�d between 2 —10 ft -lbs of torque. DO NOT crack the pastic
17@ pump nipple.
e. Connect and clamp 1" ID x 3.5" L flex tubing and entire
pump assembly to BioBarrier outlet nipple.
t
18. Make connections in the treatment tank manhole for the 5/16" [8 mm] discharge line (from step 9) to exit the
tank. This exit point MUST NOT be any higher than five feet above the pump. It is preferred that this exit
point be placed in the manhole access.
19. Outside of the treatment tank the discharge may be increased in size. Make connections from the treatment
tank exit to the final discharge tank/method. The discharge line MUST NOT increase in elevation in
reference to its exit point from the treatment tank.
20. Install a vent line on the Discharge Pump by solvent welding %" 0 PVC pipe to the opposite side of the PVC
Tee (see #20 in above picture). Vent line must terminate in the access riser for easy use. See step 22.
21. BioBarrier HSMBRI�, discharge pump MUST be installed in an area that will not allow moisture to get to the
motor.
a. Firmly secure the pump so that its torque does not damage the piping.
b. We recommend the use of a vacuum gauge and one way valve on the pump intake. The pump has a
built-in screw for priming the pump, however a ball valve on the outlet may be preferred. All of these
recommended parts can make service easier.
c. Connect the discharge piping from the membrane treatment system to the discharge pumps.
Page 93

VENTING
22. The 3/4" [19 mm] vent/Clean In Place (CIP) line for the discharge pump (connected in step 20) should be
terminated with a ball valve in the manhole in a location that is easy to reach. Make sure the ball valve is in
the CLOSED position until the tank is to be filled with water (see FINAL INSPECTION & STARTUP).
23. A treatment tank aeration vent must be installed in the manhole riser. This vent must be at least 4" diameter
(101 mm] and must drain all moisture that will build up in the vent. The vent opening must contain at least
7.1 in2 [45.8 cm2] open surface area and be properly secured to prevent unauthorized access. The vent line
MUST NOT allow excess moisture nor back pressure to build up.
If you have any questions
please call Bio-Microbics at
80tu-o o or 913-422-0 r U7
CONTROL PANEL & FLOATS
r .iliitiWd�`l All electrical work shall be properly performed by a qualified electrician per all applicable codes. Always
a_._ .- have all utility lines and equipment marked by a locating service prior to performing any work. Failure to
do so may result in severe bodily injury or death.
The BioBarrier control panel, and all electrical parts supplied with the BioBarrier@ system are ETL (UL equivalent) certified for
electrical safety. The control panel meets NEMA4X standards for all weather use (not explosive or submerged environments).
Ritor:a►rier [20] t1WRR
Suryle%tark 8 MvubleStack
1124.51
4.
I (175]
201
[96.5] [ l
�.r [15)
24. Install the floats on a pipe within 24" (61] of a BioBarrier membrane
module. DO NOT attach the floats to the aeration piping. Attach the
BLU 7 and YELLOW floats to the float tree at the locations shown. The
St. l_ float switch uses ONLY the brown and black wires. The
YELLOW FLOAT switch MUST be installed no higher than 2 inches [5
cm] BELOW the tank's inlet.
25. In the treatment tank, make connections to facilitate exiting of the
wiring from the discharge pump and the float switches. If a junction box
is used inside the treatment tank manhole, waterproof connectors must
be used.
26. Run these wires to the control panel. The float wires MUST be run
in separate conduit from any power wires.
27. Mount the BioBarrier control panel in a location that is accesible to
a service person, meets all code requirements and prevents voltage
drop. The 110VAC panel requires a 15A breaker minimum. The
220VAC control requires a 20A breaker minimum.
28. Make connections inside the control panel as shown in the
diagrams included with the panel (and at the end of this manual). Note
that ONLY the , tOWN and BLACK wires on the float are to be
connected to the control panel.
Page 94

SECURING THE SYSTEM
29. Mount the 3 supplied channel strut pieces and associated hardware in the manhole so that the 3/." bracing pipes (from
steps 7 & 9) can be secured to the strut channel. Mount the strut end pieces to the tank riser using the supplied
stainless steel anchor bolts or other corrosion proof hardware.
30. Use "C" shaped brackets to fasten the'/" bracing pipes to the strut channel so that the the BioBarrier system is held in
place in the tank.
31. Backfill the tank per professional judgment/requirements.
BLOWER INSTA' ' ATION
VAlways have all utility lines and equipment marked by a locating service prior to performing any work. All electrical work
shall be properly performed by a qualified electrician per all applicable codes. Failure to do so could result in severe
bodily injury or death.
The blower housing should be placed on a concrete slab. Both the electrical conduit and air supply line should pass through the
concrete slab from below grade. The electrical supply conduit should be run from the control panel to the desired blower location.
A precast concrete slab can be used by drilling the appropriate holes for the air supply line.
CONNECT BLOWER PIPING
a. Longest pipe
b. Elbow
c. Air filter assembly
d. Shortest pipe
e. Reducer bushing
USE TEFLON SEALANT TAPE
ON ALL PIPE CONNECTIONS.
32. Secure blower assembly to base using four (4) 14# x 1'/2" self -tapping screws (supplied w/ unit). Drill
screws directly into blower base.
33. Connect air line (supplied by contractor) from blower outlet to BioBarrier� unit from step 2 (MODULE
INSTALLATION) using required piping (check unit specs). Blower piping to BioBarrier� may not exceed 40
ft (12 m) total length and use a maximum of 4 elbows. ALL CONNECTIONS MUST BE AIR -TIGHT AND
PERMANENT. We recommend the use of a union for easy disconnection of the blower piping. Keep all
debris out of air line.
34. Wire the blower to accept the proper voltage for your specific location according to the diagrams of each
blower.
Page 95

FINAL INSPErTION & START UP
It is the responsibility of the installer to ensure that the tank will not float due to hydraulic conditions at the
site. Your local BIOBARRIERO Systems distributor may provide installation inspection services. If you have
questions, call Bio-Microbics at 1-800-753-3278 ([phone]).
Persons coming in contact with wastewater, must immediately wash all exposed areas with disinfecting cleaner and
contact your personal physician. Failure to do so could result in severe sickness or death.
BEFORE THE UNIT IS BACKFILLED:
A. Open the vent/CIP ball valve from STEP 22 so that air can escape while filling the tank with water. This
valve MUST be closed prior to turning the system ON
B. Fill the tank to the normal operating level. AT LEAST 2 GALS OF ACTIVATED SLUDGE MUST BE PUT
INTO THE BIO BARRIER TANK.
C. Fill the tank to the normal operating level.
D. Check for leaks in all water -tight seals.
E. CLOSE THE VENT/CIP BALL VALVE.
F. Turn on power to the control panel. The green light will flash for —5 seconds and then the blower will start.
Once the blower has started a robust boiling action should be present in the tank. The system is now in
automatic run mode.
G. Determine if excessive back pressure is present: Replace all access covers, place hand about 8 inches [20
cm] from BioBarrierl' vent, if air flow is felt then excessive back pressure exists and the system's vent must
be upgraded.
H. Check for proper alarm function. Press the ENTER/MANUAL switch. The alarm should sound. Once this
has taken place press the ENTER/MANUAL switch again to return the system to automatic running mode.
Use the YELLOW FLOAT switch to activate the high water alarm of the system.
I. Backfill the excavation.
J. Lastly, record the BioBarrierl unit's serial number in the Service Manual.

WIRING DIAf"RAIVIS
SMALL CONTROL PANEL
G L2/N Ll
JUMPER
MUST BE
IN PLACE
BLOWER FOR BioBarrier 0.5
y ed
Model: GAST R4110-2, R3105-12,
R2103, R1102
Power: 110VAC
- Ll to P1
- N to 2,4
- P2,5,3 cap together
Ll - LZ/N - G — Ll LZ/N (zi Ll LZ/N b
(FRONT PANEL
FLOAT YELLOW
FLOAT
Model: GAST R2103, R1102
R4110-2, R3105-12
Power: 220VAC lo
Ll to P1
L2 to 4
5, 3 and 2, cap together
P2 cap off
t
L2
Page 97

LIMITED WARRANTY
Bio-Microbics, Inc. warrants every new residential BioBarrier* system against defects in materials and workmanship for a period of two years after installation or three years
from the date of shipment, subject to the following terms and conditions, and commercial BioBarrier HSMBRE system for a period of one year after installation or eighteen
months from date of shipment, whichever occurs first. subject to the following terms and conditions:
During the warranty period, if any part is defective or fails to perform as specified when operating at design conditions, and if the equipment has been installed and is being
operated and maintained in accordance with the written instructions provided by Bio-Microbics, Inc.. Bio-Microbics, Inc. will repair or replace at its discretion such defective
parts free of charge. Defective parts must be returned by owner to Bio-Microbics, Inc.'s factory postage paid, if so requested. The cost of labor and all other expenses
resulting from replacement of the defective parts and from installation of parts furnished under this warranty and regular maintenance items such as filters or bulbs shall be
borne by the owner. This warranty does not cover general system misuse, aerator components which have been damaged by flooding or any components that have been
disassembled by unauthorized persons, improperly installed or damaged due to altered or improper wiring or overload protection. This warranty applies only to the
treatment plant and does not include any of the house wiring, plumbing, drainage, septic tank or disposal system. Bio-Microbics, Inc. reserves the right to revise, change or
modify the construction and/or design of the BioBarrier® system, or any component part or parts thereof, without incurring any obligation to make such changes or
modifications in present equipment. Bio-Microbics. Inc. is not responsible for consequential or incidental damages of any nature resulting from such things as, but not
limited to.. defect in design, material, or workmanship, or delays in delivery. replacements or repairs.
THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESSED OR IMPLIED. BIO-MICROBICS SPECIFICALLY DISCLAIMS
ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE.
NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIO-MICROBICS,
INC., ANY OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS.
Contact your local distributor for parts and service.
SERVICE AFTER THE FIRST TWO YEARS
An Extended Service Policy is available and may be purchased through your local Bio-Microbics distributor. The extended service policy should provide the same service
checks as the initial NSF service policy, sludge accumulation levels in the septic and FAST tanks, and perform any additional service required by local regulation. Extended
service on NSF certified systems should be performed twice per year.
A$
Keep for Your Records ►
BioBarrier ID Serial Number-
System
umber
System Designer Name:
Designer Phone:
Health Official Name:
Health Official Phone.
Manufachlrer Name. Bio-Microbics, Inc.
Manufacturer Phone. [phone] -FAST (3278)
Installed By:
Installer Phone
Maintenance Provider Narne-
Maintenance Provider Phone:
B1
MICROBICS
BETTER WATER. BETTER WORLD.
8450 Colo Parkway - Shawnoo, Kansas 66227 USA
(o) 913-422-0707 • (r) 913-422-0806 • 800.753-3278 (FAST)
www.biomicrobics.com • sales abiomicrobics.com
Page 98

MPCB=
BETTER WATER. BETTER WORLD.
Blolarrier Service Manual
FOR USE WITH
NSF/ANSI Std. 40 Class I / 245 / 350 Class R
BioBarrier® 0.5, 1.0, and 1.5
NSF/ANSI Std. 40 Class 1/ 245 / 350 Class R
BioBarrier° 0.5-N, 1.0-N, and 1.5-N
non- ANSI/NSF certified
BioBarrier® 2.0, 2.5, 3.0,
BioBarrierU HSMBRU 1. 5, 3.0, 4.5, 6.0, 9.0
0
NE B C?REACTOF
g.
Bio
BioBarrier Installation Manual © 2015 Bio-Microbics, Inc. Revised April 2015.
BioBarrier and HSMBR are registered trademarks owned by Bio-Microbics, Inc.
Other trademarks used are registered by their respective owners.
Page 99

The BioBarrier@ system has been tested under NSF Standard 350 Class R the local design ertinstaller. Additional disinfection should be considered to
(Residential) and is capable of treating residential wastewater for unrestricted provide adequate disinfection to prevent microorganism growth in the treated
outdoor urban water reuse, which is acceptable for use in surface and reuse water storage tank and as required by applicable codes.
subsurface irrigation, including irrigation of edible crops without the edible
portion being in direct contact with the treated water. A reuse tank may be If a reuse tank is required for irrigation, it shall be located after the BioBafriere system. This
required if the irrigation system requires it. The holding tank and plumbing tank shall also incorporate an overflow that allows excess reuse water to be dispersed in a
system for reuse water shall meet all applicable codes; have proper backflow locally approved soil dispersal system or released into a sanitary sewer system. If a potable
prevention and protection against cross connections; and is the responsibility of water make up system is required for irrigation.. it shall include a properly designed backflow
preventer that meets all applicable codes.
EVALUATION OF SYSTEM PERFORMANCE
A general evaluation of a BioBarrierl system's
performance can be made using some simple
observations which are outlined in the "Trouble
Shooting" guide below. Normal operation of the
system would include the following:
The BioBarrier® system's blower makes a constant humming noise,
SOUND much like a household refrigerator. Under normal conditions, the
blower should last 5+ years without need for replacement. If an
unusual noise is heard, refer to the Trouble -Shooting Guide.
SMELL A musty, earthy -type of odor is normal. However, if a sewage odor
(rotten eoo smell) is detected, refer to the Trouble -Shooting Guide.
A properly loaded and operated BioBarrier�ll system will produce
SIGHT effluent that looks like tap water. If the effluent is turbid, opaque, or
suddenly changes, refer to the Trouble -Shooting Guide.
OPERATION & MAINTENANCE
Persons coming in contact with wastewater must immediately wash all exposed areas On disinfecting cleaner and contact your personal physician. Failure to do so could resuk in severe sickness or death.
Only qualified service persons should open any access port or cover on the system. Hazards such as electric shock and Infectious organisms exist in these areas.
t Persons coming in contact with wastewater, must immediately wash and disinfect all exposed areas and contact your personal physician. Failure to do so could result
in severe sickness or death.
The control panel starts up automatically when it is powered up. The green power LED blinks on and off while the controller boots up.
Once the boot up period is over the blower starts and the system goes into AUTOMATIC run mode.
AUTOMATIC & MANUAL MODES The control mode can be switched between AUTO and MANUAL by pressing and holding
the "MODE/ENTER" switch for 5 seconds. The visual and audio alarm will activate whenever the "MODE/ENTER" switch is pressed, and
ceases when MANUAL (or AUTO) mode is reached.
AUTOMATIC MODE
Automatic mode is the standard running mode for the system.
When in AUTOMATIC mode the blower and pumps operate
according to the inputs given by the float switches, and the settings
programmed into the controller. There are two states of operation
when the system is in AUTOMATIC mode; ACTIVE FILTRATION
(DFC) and LONG TERM RELAXATION PERIOD (LTRP).
ACTIVE FILTRATION (DFC)
The system is actively filtering wastewater and producing high
quality effluent while in this state of operation. The system's BLUE
'.0PT will be in the UP position. The system's component's
s are:
BLOWER:
DISCHARGE PUMP:
CONTROLLER:
ALWAYS ON
(ON TIMER) 30 MIN ON,
5 MIN OFF
LTRP (hh:mm) (displayed)
DFC: (hh:mm) (displayed)
LAST LTRP ELAPSED
TIME (30 MINS.)
cs
r
CURR(NI ALIIVI:IF1LTRATION
"y, 3 (DFC) ELAPSED
I TIME (1 HR: 23 MINS.)

LONG TERM RELAXATION PERIOD (LTRP)
The system enters this state of operation as soon as ACTIVE FILTRATION is finished. There is no effluent being discharged during LTRP.
The system's BLUE FLOAT will be in the MOWN position. The system's component's operations are:
BLOWER: (ON SFR@ TIMER)
DISCHARGE PUMP: ALWAYS OFF
CONTROLLER: FCP: (hh:mm) (displayed)
BLOWER TIMER FEATURE -SFR®
While in LTRP the blower is cycled ON and OFF, this is the SFR feature. The default SFR timer setting is for 30 mins ON/ 90 mins OFF.
Please contact the factory to adjust the SFR timer.
MANUAL MODE
Manual mode allows the operator to manually run the BioBarrier's components.
To get the system into MANUAL mode, press and hold the MODE/ENTER
button until the buzzer stops.
IN MANUAL MODE
Turn blower ON and OFF by pressing and holding the BLOWER ON/OFF
button for 1 second. The visual and audio alarm will activate when this button is
depressed AND when the blower is OFF. The audio alarm may be silenced by
pressing the ALARM RESET button.
The discharge pump can be switched ON and OFF by depressing the BUZZER SILENCE
DISCHARGE PUMP ON/OFF button. DO NOT run the discharge pump
manually for longer than 3 minutes. The optional sludge mixing pump can
be manually run by depressing the OPTIONAL PUMP ON/OFF button.
DWI
BLOWER ON/OFF
Ab
Ail7WIBDHI r1YM YBlBI1
0
7yit4e9�a1
oPTION L
MIXING PUMP
DISCHARGE PUMP
BitsBarac
two
MODE/ENTER
6Nlh1a ;__.
CERTIFICATIONS
BioBarrierO 0.5, 1.0, and 1.5 systems are NSF/ANSI Standard 40 (Class 1), 245 (nitrogen reduction), and 350 (class R water
reuse) tested/ certified to:
PARAMETER
NSF MinIM"M LIMIT
CBOD5
30 day avg.
7 day avg.
25 mg/L
40 m /L
TSS
30 day avg.
7 day avg.
30 mg/L
45 mg/L
H
6-9 s.u.
Total Nitrogen
50% reduction of influent
COLLECTION OF EFFLUENT SAMPLE
If an effluent sample is required for regulatory purposes, it should be collected at a point in the BioBarrier® pump discharge line as close to
the pump as is feasible. For guidance, please ask for the "Testing Protocol" document. If an effluent sample is required, follow this
recommended procedure:
1. Collect it at a free falling point after the discharge from the BioBarrier-'� system OR from the outlet piping of the filtrate pump.
2. All samples must be collected, stored, transported and tested according to the most current version of Standard Methods.
3. A sample can be collected while the system is in AUTOMATIC MODE/ ACTIVE FILTRATION or in Manual mode.
Page 102

WARNING
MAINT MAINT.
AREA NEED
PROCEDURE
NSF,.
NSF° INTERNATIONAL
CERTIFIED SYSTEMS SERVICE POLICY
All NSF (National Sanitation Foundation)/ANSI Standard 40 Class I I Standard 245 / Standard 350 Class R certified wastewater
treatment systems (BioBarrier°) 0.5, 0.5-N, 1.0, 1.0-N. 1.5, and 1.5-N) have an initial two-year service agreement included with the
systems initial purchase price (two service calls per year). The NSF service calls ONLY cover NSF certified systems; other
components of the septic system are NOT covered.
If there are any deficiencies in the BioBarrier system's operation or components, the service person will notify the owner in writing and
detail when these deficiencies can be fixed. .
The company listed on the blower housing or control panel label performs this service. During an NSF service call, the service'
company shall inspect the blower for proper operation, visually inspect the system's effluent for clarity, clean the blower air filter and
assure proper function of the control panel. If these service calls are not performed on your NSF certified system, or not all of the items
are checked, please call Bio-Microbics at:
For continual service of NSF certified systems beyond the first two years, an extended service agreement is available through your local
Distributor or current service provider. This policy should provide the same services and may include any additional services that are
required by local regulation.

CHEMICAL CLEANING PROCEDURES
CMThemembrane plates are fragile. Care must be used in cleaning them. Carefully follow the instructions below. Always keep the membrane plates thoroughly wetted.
{1/,' M11111R!� Only authorized service personnel are to perform chemical cleaning on the SioBarner Hazardous chemicals and infectious waste material are present when cleaning the system. Proper protective
clothing, equipment and practices must be implemented when attempting the procedures described below.
CIP (CLEAN IN PLACE) PROCEDURE
The following procedure is to be performed for each membrane
module/stack in the entire system.
1. Shut OFF air to unit(s) to be cleaned.
2. Open ball valve on venUCIP pipe to membrane's discharge pump.
3. Mix chlorine cleaning solution
a, Each single stack module - Premix 0.8 L (-1/4 gal) household bleach (5.2 - 6.2% Na0HCI (sodium
hypochlorite)) into 10 gals tap water. Warm water is best (-80T/26°C).
b. Each double stack module • Premix 1.6 L (-1/2 gal) household bleach (5.2 - 6.2% Na0HCI (sodium
hypochlorite)) into 20 gals tap water. Warm water is best (-80°F/26°C).
4. Use a funnel to pour this mixture into the CIP pipe.
5. Close CIP pipe ball valve.
6. Let the unit sit NOT RUNNING for at least 4 hours (longer is better).
7. After 4 hours, turn ON the power to the unit (should return to AUTOMATIC operation).
INTENSE OXIDATIVE CLEANING PROCEDURE: CITRIC ACID CLEANING PROCEDURE:
Chlorine and chlorine gas can be lethally toxic. Proper safety precautions as detailed in the Material Safety Data Citric acid can be lethally toxic. Proper safety precautions as detailed in the Material Safely Data Shoalsfor the
Sheets for the chemical being used must be followed. Use ONLY the substances mentioned in these instructions. chemical being used most be followed. Use ONLY the substances mentioned in these instructions. Using
Using additional substances could be lethally hazardousaddtional substances could be lethally hazardous.
1. Remove membrane unit from the aeration tank. Remove the
membrane module from its housing.
2. Carefully remove any large solids or sludge cake from the
surface of the membrane by rinsing each membrane plate with
tap water. DO NOT touch the surface of the membrane sheet
with any foreign substance including a hand.
3. Prepare a chlorine cleaning solution in a container large
enough to fully submerge the membrane module. For every 10
gallons of water mix 0.8 L (-1/4 gal) household bleach (5.2 -
6.2% NaOHCI (sodium hypochlorite)). Typically, 30 gallons of
water is needed per module for complete submergence of the
module.
4. Soak the membrane modules in this solution for a minimum of
four hours. The entire module must be submerged for the
entire cleaning period.
5. Perform acid cleaning (see below), if necessary. Place the
cleaned membrane back into the aeration tank.
6. The membrane plates '''1ST A -vi, .i remain thoroughly
wetted, whether during cleaning, storage or transportation.
1. Clean the membrane module using the above described
Intense Oxidative Cleaning method BEFORE performing
this procedure.
2. Prepare a citric acid and tap water solution in a container
large enough to fully submerge the membrane. Powder
citric acid and warm water (-80°F/26°C) are best.
Approximately 100g of citric acid/ gallon of water (25 q/L)
will be required. The amount of citric acid will vary greatly
depending on the chemistry of the tap water. The
resulting solution must have a pH of 2.0 - 2.5 for proper
cleaning. A pH testing device/kit is recommended for
determining the pH level.
3. Soak the membrane module in the acid solution for four to
eight hours. The entire module must be submerged for
the entire cleaning period
4. Place the cleaned membrane back into the aeration tank.
5. The membrane plates UST ALWA'l remain thoroughly
wetted, whether during cleaning, storage or transportation
TANK PUMPINIP PROI`c")URE:
Only qualified service personnel should open access portslcrovers. If any contact is made with wastewater, immediately wash and disinfect all exposed areas and contact personal physician. Failure to do so could
result in severe sickness or death. Avoid pumping down after periods of heavy rain or when the ground water is likely to be above the bottom of the concrete tank. Emptying the tank under these conditions could
cause the tank to float up and become dislodged.
DETERMINING IF SOLIDS WASTING IS REQUIRED:
The BioBarrier® system operates under very high MLSS. The traditional "settleable solids" test might not provide accurate results for
sludge wasting determination. If accurate MLSS concentration is not available, use the formula below to estimate the number of months in
between solids removal service:
US units: Treatment Tank Liquid Volume (US gall x 12 = estimated # of months until solids removal
215 x # of people
1. Open the access ports/cover(s) and insert the hose. Be sure to leave about 5 inches of mixed liquor in the tank.
2. Once the treatment tank has been pumped out, immediately refill the tank with enough clean water to cover membrane unit
and reduce the risk of the tank floating. Membranes have to stay wet at all times. Close the access ports/cover(s) making
sure it is watertight.
3. Properly dispose of the solids removed in compliance with local regulations.
Page 104

MAINTENANCE CHECKLIST & TROUBLE -SHOOTING GUIDE
Contact factory or local distributor for all other issues: [phone]
❑ TRAFFIC Check to ensure that the BIOBARRIER system has not
been damaged due to excessive weight loading (>1,750 Ib. point
load). Reinforce with the owner that only normal yard traffic (lawn
mowers, etc.) is acceptable. Traffic bearing (H-20) tanks can be
made for using BIOBARRIER® (w/ feet) under roadways.
❑ PANEL AND VACUUM GUAGE READINGS. If DFC or FCP
hours on panel exceed 16 hours in one day or vacuum reading on
the filtration pump is -7 psi (-14 "Hg) or less perform a CIP. See
procedure for cleaning the membrane in this manual. Check the
filtration pump operation. If the system is in the LTRP mode, put
the system in the MANAUL mode then turn on the pump by
pressing the DISCHARGE Pump bottom. Make sure the system is
returned to the AUTO Mode after testing the pump, DO NOT
OPERATE THE SYSTEM IN MANUAL MODE FOR MORE THAN
3 MINUTES.
8LO;rVER 0PERATIoN DO NOT tum off the blower. Check the
blower for proper function. Clean the blower's inlet air filter
element. Contact your local Bio-Microbics distributor for more
information. If the blower is malfunctioning for an unknown reason,
please refer to the "Troubleshooting Guide" or Blower
Replacement Section located in this manual.
❑ ALARM PANEL AND ALARM SOUNDS The alarm has a -10
second built-in delay. Test the audible alarm by pressing the
ENTER/MODE bottom. To silence the alarm, use the "RESET"
button on the panel's front. If the alarm is activated for an unknown
reason, please refer to the "Troubleshooting Guide" located in this
manual.
❑ VENTS. ODORS, AND INTAKES Clear the vent(s) and blower
housing intakes of any obstructions. Contact your local Bio-
Microbics distributor if you detect septic odors coming from the
BIOBARRIER'- vent as this may indicate a problem with the
system.
❑ SANITEE91 EFFLUENT SCREEN. Clean by using the built in
swab or other method.
❑ WATER QUALITY effluent should be clear and odorless.
❑ SLUDGE WASTING OF SETTLING TANK Scheduling sludge
removal depends on the size and design of the septic tank and the
number of people in the home.
❑ SOLIDS WASTING OF TREATMENT TANK. The pump out
schedule is predetermined using the formula under the TANK
PUMPING PROCEDURE found in this manual.
OTHER SYSTEM COMPONENTS(1F
APPLICABLE)
LIXOR' PRE -AERATION DEVICE blower, inlet filter, blower
housing, and air delivery system for proper function.
❑ INFLUENT BIOSTEP® PUMP(S) for proper function. Clean
the screening device by using built in swab or other method.
❑ DISPERSAL SYSTEM (not by Bio-Microbics) follow
manufacturer's recommendation.
All stricter, applicable regulations supersede these operational
directions. Always pump out both zones, even if only one zone
may require it.
Breaker has tripped - tum blower switch ON ... If the switch will
a not stay ON, see next steps...
oy.
's Breaker trips after 2-3 seconds - blower is over amping
electrician needs to check blower wiring.
y a Breaker trips immediately - electrical system has a short -
� electrician must investigate
m a - Blower is seized - cooling fan will not spin freely with power
OFF - replace blower - call service provider
Vent(s) or airline is blocked or undersized - remove blockage
(typically water), repair to prevent blockage. Check vent specs
for the model in use, when in doubt increase vent size
High Water Condition - high water float is activated. Determine
Q cause of hi h water. See next steps-,
F _ „ Pump is not running - have qualified person check pumping
system for mechanical and/or electrical failures.
` Membrane Filtration Rate - If DFC or FCP hours on panel
E exceed 16 hours perform a CIP.
Check for source of excess water, including all interior
00 a pluming, ground or surface water infiltration, hydraulic
overloading.
Pump's Level Controls are improperly set or have failed. Have
service provider check/adjust pumping system.
Blower operating - NO, check "blower is not running" above, YES see
next step
• Proper aeration in reaction chamber - NO - air line is broken, find break
and repair
Create bio -filter vent - create a remote vent by placing a well perforated
vent line in a trench with shredded bark mulch - contact local installer
3 -Phase - Power connection was wired incorrectly or power out of
phase. Switch any two "hot legs" at the panel or blower AFTER
turning OFF the power. Only a QUALIFIED electrician can do this
work. After rewiring, it may be necessary to dry the blower's internal
arts. .
Single Phase - was wired incorrectly. Some blowers have wires
.. numbered "5" and "8". After turning OFF the power, switch these two
wires. Only a QUALIFIED electrician can do this work. After re -wiring,
it may be necessary to dry the blower's internal parts.
Blower housing can be supplemented with additional sound reducing
measures, contact your service provider.
Blower may be re -located from its current location and can be placed
up to 40 ft away from unit.
Blower bearings are going bad - replace blower.
• Vibration between the blower and housing - tighten or place rubber
washers in mounting screws between blower and housing
Damaged Membrane - Replace membrane module. Contact local
distributor.
Check Connections - Inspect all connections under water between
membrane module and the effluent line.
Check Pump Operation - Replace filtrate pump if necessary
Move blower above flood level
Check blower rotation - see "Blower runs backwards" section above
Move blower to location higher than the BioBaA1#%Xm

DO'S & DON'TS...... DOWN THE DRAIN
Please refer to the list below to help keep vour treatment system performing, as it should. Do not put these items down the drain:
ANIMAL BONESISKIN
EGG SHELLS
(�— PESTICIDES,
AUTOMOTIVE FLUIDS
(—FILM DEVELOPING WASTE
PLASTICS
BANDAGES —�
FLOOR STRIPPER
—RAGS
CAT LITTER 1
HERBICIDES --��RV
WASTE
(— CAUSTIC CLEANERS
HOME BREWERY WASTE 11
SANITARY NAPKINS
CIGARETTE BUTTS
MELON RINDS
SOLVENTS
ra ■
COFFEE GROUNDS
METAL OBJECTS
STICKS
CONDOMS
MODELING CLAY
STRING
CORN COBS
PAINT —�
THINNERS
DISPOSABLE DIAPERS
L PAPER TOWELS
WET WIPES
RECORD KEEPING Keep a copy of all pertinent literature (including this
manual), plans and service records about your wastewater system along with
other home appliance documents, which may include drawings/plans of the
site and all installed equipment. Record all applicable information at the back
of this manual.
REGULAR MAINTENANCE should be performed by a qualified service
company. Regular, professional maintenance is the best method for ensuring
long life for your system.
LAUNDRYNVATER USAGE Spread wash loads throughout the week. Instead
of liquid fabric softener, dryer sheets should be used. Use low -suds,
biodegradable and low phosphate detergents. Always follow manufacturer's
directions. A wastewater treatment system will perform most efficiently when
water consumption is spread evenly throughout the week.
LEAKY FIXTURES Large quantities of water are added to your wastewater
treatment system when you have leaking fixtures and can reduce the life of the
BioBarrier® MBR. Timely detection and repair can help to maximize the life of
your system).
WATER SOFTENERS CAN HARM THE SYSTEM. The BioBarrietl' process
may tolerate discharge from demand initiated regeneration softeners.
However, these discharges can possibly damage other parts of the septic
system.
FOOD WASTES from a garbage disposal is acceptable, if allowed by your
local regulatory authority. Be aware too much food and FOG (Fats, Oils, and
Grease) through the garbage disposal may overload or prevent the system
from operating correctly. Both natural FOG (i.e. animal fat, canola, oil, etc.)
and synthetic oils can prevent the bacteria from fully breaking down the waste.
PERSONAL CARE PRODUCTS Be aware that some hair care products add
harmful oils and chemicals to the system. Use anti -bacterial products and
other personal cleaning products according to product instructions.
PAPER PRODUCTS Use white toilet paper products. Avoid any toilet paper
over two ply thickness and choose the non -quilted brand.
DISINFECTANTSICLEANERS Use according to the manufacturer(s)'s
recommendations. Products containing quaternary ammonia sanitizers (active
ingredient listed as ammonium chloride, etc.) or pine oil cleaners should not be
used. Use drain cleaners as a last resort to unclog pipes.
to EI)iCINE;FS ALL antibiotic medicines are harmful to the treatment quality.
Unused medications should be returned to your pharmacy, doctor, or thrown
away in the trash. DO NOT FLUSH THEM DOWN A DRAIN. As the human
body only absorbs :520% of these substances, please notify your service
provider if a person in the house is using medicine. This could reduce
troubleshooting efforts and possibly your maintenance bill.
SEPTIC TANK ADDITIVESIENZYMES should not be used. These may do
more harm than good. The natural sewage present in the system contains all
required bacteria and enzymes for proper operation.
HARSH CHEMICALS/TOXINS Should NOT be put into the system. This
includes, but is not limited to: floor stripper, paint, solvents, thinners, caustic
cleaners, pesticides, herbicides, film processing waste, etc.
DO'S AND DON'T'S - IN THE YARD
Filter element is
inside housing
OEM
!SS
vent(s)
Always secure all access covers in place so that people cannot enter the tank, control panel or blower without the
use of proper tools. DO NOT use Mame or spark near a septic tank's access points. Gasses emanating from septic
tanks can explode if ignited or deadly if inhaled.
Only qualified service persons should open any access port or cover on the system. Hazards such as electric shock and Infectious organisms exist in
these areas. Persons coming in contact with wastewater must immediately wash and disinfect all exposed areas and contact your personal physician.
Failure to do so could result in severe sickness or death.
BLOWER OPERATION If the blower appears to be functioning improperly, reference the Trouble Shooting guide in this manual. If
the property is being vacated for an extended period (> 3 weeks), see the section of this manual titled "Intermittent Use".
BioBamere wastewater treatment systems are equipped with SFRe (Sequencing Fixed Reactor). This feature allows the blower to
be turned off at appropriate intervals. Consult your local Bio-Microbics Distributor or the factory before altering the settings.
TRAFFIC The BioBarrierx system's plastic lid can withstand a 1,750 to point load. This equates to normal yard traffic with lawn
mowers, etc. DO NOT drive over a plastic BioBarriera lid with an automobile. Traffic bearing (H-20) tanks can be made for using
BioBamere under roadways.
ALARM The alarm may be silenced using the "RESET' button on the panel's front. Service assistance may be obtained from the
local Bio-Microbics distributor or Bio-Wcrobics, Inc. Information located on the control panel labels may be required to obtain
accurate assistance.
VENTSIINTAKES Keep the Biol3amern system's vent clear of debris such as leaves and snow. Do not allow the blower housing
louvers to become blocked with any debris. Clean the blower's inlet filter at least annually.
Page 106

SEASONAL. /INTERMITTENT USE PROPERTIES
The BioBarrier° System will function normally even if there is no wastewater flowing during short periods of vacancy. Typical examples of
Seasonal / Intermittent Use and suggested operational procedures:
_- Summer use property (shut down all winter) - Tum off the power at end of summer and restarted upon return.
Weekend property (used at least once every three weekends) - maintain normal operation. If necessary consult your service provider and local regulations prior to any
system changes.
Note Before Return: If the system was shut down completely for an extended period of time (i.e. Summer use only); we suggest to restart the system a
week or two in advance of the owners returning to the property. Check with local regulations.
C.,ONTROL il-. & FLOATS REPLAt.
0 Always have all utility lines and equipment marked by a locating service prior to performing any work.
All electrical work shall be properly performed by a qualified electrician per all applicable codes. Failure to do so may result in severe bodily injury or
death,
The Biol3arriei systems, including all electrical parts, are ETL (UL equivalent) certified for electrical safety. The control panel meets
NEMA4X standards for all weather use (not explosive or submerged environments).
1. Examine wiring directions inside the supplied BIOBARRli control panel (also found at the
end of this Manual).
2. Confirm a dedicated breaker is supplied for the system in the building's master electrical
panel.
3. Make connections between the electro -mechanical devices of the system and BioBari
control panel per the electrical diagram.
Always have all uIlly lines and equipment marked by a locating service poor to performing any work. Failure to do so could
�1 resuRrnsevere bodily iniuryordeath
1. Attach the blue and yellow floats to the float tree line at the locations shown. The BLUE switch
MUST be installed at the minimum height (or higher) shown in the picture for the single -stacked
units. The YELLOW switch MUST be installed no higher than 2 inches [5 cm] below the tank's
inlet.
2. In the treatment tank, make connections to facilitate exiting of the wiring from the discharge
pump and the float switches. If a junction box is used inside the treatment tank manhole,
waterproof connectors must be used.
3. Insure the float wires are run in separate conduit from any power wires.
4. Mount the Biol3arrier control panel in a location that is accesible to a service party, meets all
code requirements and prevents voltage drop. The 110VAC panel requires a 15A breaker
minimum. The 220VAC control requires a 20A breaker minimum.
5. Make connections inside the control panel as shown in the diagrams.
BLOWER REPLACEMENT
f ,q Alf electrical work shall be properly performed by a qualified electrician per all applicable codes. Failure to do so may result in severe bodily injury or
death.
IF Hazards exist in confined spaces such as a septic tank. All confined space precautions must be followed if entering a tank. Always keep tank
openings covered during storage and installation
If installing a new blower and/or blower housing, place the blower housing on
the original concrete slab. Pass the air supply line and electrical conduit
through the concrete slab from below grade. Run the electrical supply conduit
from the control panel to the desired blower location.
REPLACEMENT BLOWER CONNECTION
A. Longest pipe
B. Elbow
C. Air filter assembly
D. Shortest pipe
E. Reducer bushing (not included on all models)
'COTE: USE TLFLON SEALANT TAPE ON ALL PIPE
CONNECTIONS.
Page 107

1. Secure blower assembly to base using four (4) 14# x 1'/2" self -tapping screws (supplied wl unit). Drill screws directly into blower base.
2. Connect air line (supplied by contractor) from blower outlet to BioBarrier" unit from step 2 (MODULE INSTALLATION) using required
piping (check unit specs). Blower piping to BioBarrier� may not exceed 40 ft (12 m) total length and use a maximum of 4 elbows. ALL
CONNECTIONS MUST BE AIR -TIGHT AND PERMANENT. Keep all debris out of air line.
3. Wire the blower to accept the proper voltage for your specific location according to the diagrams of each blower.
Introducing harmful or damaging substances into the BioBamere system may void the warranty.
ELECTRICAL WIRING DIA"'RAMS
Only the BioBarrierl� 0.5, 1.0, and 1.5 system diagrams are displayed here. Information for larger BioBanier® systems ships with those units or can be
obtained from Bio-Microbics
G
L2/N
L1
Ll LL/ N C3 Ll Ll/ N U L1 LL/ N V
Page 108

LIMITED WARRANTY
Bio-Microbics, Inc. warrants every new residential BioBarrier«' system against defects in materials and workmanship for a period of two years after installation or three years from the
date of shipment, subject to the following terms and conditions, and commercial BioBarrier HSMBRe system for a period of one year after installation or eighteen months from date of
shipment, whichever occurs first, subject to the following terms and conditions:
During the warranty period, if any part is defective or fails to perform as specified when operating at design conditions, and if the equipment has been installed and is being operated and
maintained in accordance with the written instructions provided by Bio-Microbics, Inc., Biu-Microbics, Inc. will repair or replace at its discretion such defective parts free of charge.
Defective parts must be returned by owner to Bio-Microbics, Inc.'s factory postage paid, if so requested. The cost of labor and all other expenses resulting from replacement of the
defective parts and from installation of parts furnished under this warranty and regular maintenance items such as filters or bulbs shall be borne by the owner. This warranty does not
cover general system misuse, aerator components which have been damaged by flooding or any components that have been disassembled by unauthorized persons, improperly
installed or damaged due to altered or improper wiring or overload protection. This warranty applies only to the treatment plant and does not include any of the house wiring, plumbing,
drainage, septic tank or disposal system. Bio-Microbics, Inc. reserves the right to revise, change or modify the construction and/or design of the BioBarrier system, or any component
part or parts thereof, without incurring any obligation to make such changes or modifications in present equipment. Bio-Microbics, Inc. is not responsible for consequential or incidental
damages of any nature resulting from such things as, but not limited to, defect in design, material, or workmanship, or delays in delivery, replacements or repairs.
THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESSED OR IMPLIED, BIO-MICROBICS SPECIFICALLY DISCLAIMS ANY
IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE.
NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIO-MICROBICS, INC., ANY
OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS.
Contact your local distributor for parts and service.
SERVICE AFTER THE FIRST TWO YEARS
An Extended Service Policy is available and may be purchased through your local Bio-Microbics distributor. The extended service policy should provide the same service checks as the
initial NSF service policy, sludge accumulation levels in the septic and FAST tanks, and perform any additional service required by local regulation. Extended service on NSF certified
systems should be performed twice per year.
BioBarrier ID Serial Number:
System Designer Name:
Designer Phone:
Health Official Name:
Health Official Phone.
Manufacturer Name: Bio-Microbics Inc.
Manufacturer Phone. [phone] -FAST (3278)
Installed By.
Installer Phone:
Maintenance Provider Name:
Maintenance Provider Phone -
M
: e L" 0•
_1 -.1 r463 i
BETTER WATER. BETTER WORLD.
8450 Cole Parkway • Shawnee, Kansas 66227 USA
(o) 913.422.0707 • (f)913-422.0808 • 800.753.3278 (FAST)
www.biomicrobics.com • sales dbiomicrobics.com
Page 109

r •
BETTER WATER. BETTER WORLD.
1101arrior Owners Manual
IiNkAIM411i`9a
NSF/ANSI Std. 40 Class I / 245 / 350 Class R
BioBarrier° 0.5, 1.0, and 1.5
NSF/ANSI Std. 40 Class 1/ 245 / 350 Class R
BioBarrier' 0.5-N, 1.0-N, and 1.5-N
non-NSF/ANSI certified
BioBarrier) 2.0, 2.5, and 3.0
BioBarrier° HSMBR® 1.5, 3.0, 4.5, 6.0 and 9.0
BioBarrier Owners Manual © 2015 Bio-Microbics, Inc. Revised April 2015.
BioBarrier and HSMBR are registered trademarks owned by Bio-Microbics, Inc.
Other trademarks used are registered by their respective owners.
Page 110

OWNER'S MANUAL
FOR USE WITH
NSF/ANSI Std. 40 Class I / Std. 245 / Std. 350 Class R
BioBarrier® 0.5, 1.0, and 1.5
BioBarrier® 0.5-N, 1.0-N, and 1.5-N
Non -NSF certified
BioBarrier@ 2.0, 2.5, and 3.0
BioBarrier® HSMBR®1.5, 3.0, 4.5 and 9.0
GENERAL INFORMATION
The BioBarrier� 0.5, 0.5-N, 1.0, 1.0-N, 1.5 & 1.5-N membrane bioreactor wastewater treatment systems are certified by the NSF
International/ American National Standards Institute Organizations to meet NSF/ANSI Standard 40, Class 1 certification for single
residence wastewater treatment devices, NSF/ANSI Standard 245 for nitrogen reduction, and NSF/ANSI Standard 350 Class R for
restricted indoor and unrestricted outdoor use, such as toilet, urinal flushing and surface and subsurface irrigation. All BioBarriere products
are ETL certified for safety (electrical, environmental, etc.). If you have questions regarding any Bio-Microbics products please contact us
at:
800 -753 -FAST (3278) or (913) 422-070
e-mail: [e-mail]
Congratulations! You have a BioBarrier® membrane bioreactor
wastewater treatment system installed on your property.
At the forefront of green technology, the BioBarriWl System by
Bio-Microbics meets the highest industry treatment standards.
Based on environmentally sound and simple scientific principles,
the BioBarrierl!� process is our continued commitment to improve
small onsite treatment capabilities. You can take pride in knowing
that, with the BioBarrier, system, you will help ensure a clean
environment for future generations.
Please take time to read this BioBarrierF Owner's Manual, you will
learn important safety precautions, review detailed information on
proper use and care of your system. Designed for minimal
operator attention, the BioBarri&', System is designed for the
simplicity that the onsite wastewater market requires. By
consistently following a maintenance schedule and being mindful
of what can go down your drains, you can enjoy the lasting
benefits of the BioBarrier- membrane bioreactor wastewater
treatment system for decades to come.
If you should desire any further assistance, please
contact Bio-Microbics at [e-mail] or
call us at 800-753-3278.
Thank you again for using BioBarrier°!
Sincerely,
Bio-Microbics Team
Top things you can do to prolong
the life of your system:
1. Have the BioBarrierl system inspected and
tank pumped as necessary.
2. Keep track of the substances entering your
system, please review the list of Do's & Don'ts
3. Keep the BioBarrietl'i System operating - do
not turn off the blower.
4. Care for your drain field or irrigation system (if
incorporated into your BioBarrier' System).

THE 8108ARRIERn SYSTEM
The BioBarrier® System, is a membrane bioreactor providing primary settling, fecal coliform, BOD, TSS and nitrogen reduction (if needed)
using aeration and anoxic zones, and membrane filtration. The system is contained in locally supplied tanks, either in a two or three
compartment tank, or multiple tanks, with the membrane module always in the last compartment/ tank of the system. The membrane
module itself consists of flat sheet membranes arranged in a cartridge. A high mixed liquor suspended solids concentration in the aeration
zone provides biological treatment and nitrification. The final effluent or permeate is pulled out by the permeate pump through the MBR
membranes leaving behind large organic and inorganic particles for further digestion or wasting.
If nitrogen removal is not needed the system consists of a tank with two compartments or two separate tanks. The first compartment or
tank provides primary treatment - sedimentation and separation of floatables and solids, and is equipped with an outlet screening device
called SaniTEE I. From this screened compartment or tank, the wastewater will flow into the second compartment or tank, which is the
aeration/membrane zone -
A. Tank '
B. SaniTEE®
C. Blower & Housing
D. Control Panel
E. Vent
F. Float Tree
G. BioBarrier Reactor
H. Mixing Device
0 tionai
(I. Anoxic Baffle Wall
If nitrogen removal is needed the system consists of a tank with three compartments, or two tanks totaling at least three compartments,
with exactly two compartments in the second or final tank. The first compartment or tank provides primary treatment - sedimentation and
separation of floatables and solids, and is equipped with an outlet screening device called SaniTEE®. The second and third compartments
must be in the same tank, and the second compartment is where denitrification takes place under anoxic conditions. The third
compartment, the aeration/membrane zone, is separated from the anoxic zone by a baffle wall between the two zones to allow nitrified
waste to enter into the anoxic area for denitrification.
NSF Standard 350 Class R Restricted Indoor Urban Reuse Water
The BioBarrier system has been tested under NSF Standard 350 Class R (Residential) and is capable of treating residential wastewater
for restricted indoor urban water reuse, which is toilet and urinal flushing. The system design requires a holding tank and plumbing system
for reuse water and shall meet all applicable codes, have proper backflow prevention and protection against cross connections, and is the
responsibility of the local designer/installer. When the reuse water is used for toilet and urinal flushing, additional disinfection should be
considered to provide adequate assurance in preventing microorganism growth in the treated reuse water storage tank and as required by
applicable codes.
The reuse tank shall be located after the BioBarrier® system. This tank shall also incorporate an overflow that allows excess reuse water
to be dispersed in a locally approved soil dispersal system or released into a sanitary sewer system. A potable water make up system
shall also be available to supply water when treated reuse water is not available. This potable water make up system shall include a
properly designed backflow preventer that meets all applicable codes.
NSF Standard 350 Class R Unrestricted Outdoor Urban Reuse Water
The BioBarrier© system has been tested under NSF Standard 350 Class R (Residential) and is capable of treating residential wastewater
for unrestricted outdoor urban water reuse, which is acceptable for use in surface and subsurface irrigation, including irrigation of edible
crops without the edible portion being in direct contact with the treated water. A reuse tank may be required if the irrigation system
requires it. The holding tank and plumbing system for reuse water shall meet all applicable codes; have proper backflow prevention and
protection against cross connections; and is the responsibility of the local designer/installer. Additional disinfection should be considered
Page 112

to provide adequate disinfection to prevent microorganism growth in the treated reuse water storage tank and as required by applicable
codes.
If a reuse tank is required for irrigation, it shall be located after the BioBarrier@ system. This tank shall also incorporate an overflow that
allows excess reuse water to be dispersed in a locally approved soil dispersal system or released into a sanitary sewer system. If a potable
water make up system is required for irrigation, it shall include a properly designed backflow preventer that meets all applicable codes.
ONGOIN" " IRVICE
DO NOT ENTER THE SEPTIC TANK. Hazards exist in a septic system. All precautions must be followed when inspecting the system.
Keep tank openings covered at all times. Only authorized service personnel should service a septic system. Lethal gases, high voltage electricity,
and other deadly hazards associated with the system.
�j Only qualified service staff should open access ports and/or covers. Infectious organisms exist in a septic tank, If any contact with wastewater
immediately wash and disinfect all exposed areas and contact personal physician. Failure to do so could result in severe sickness or death.
The BioBarrier® wastewater treatment system operates automatically and continuously. See SERVICE MANUAL for proper maintenance
procedures for the user of the BioBarrier® wastewater treatment system include keeping the vents and the blower housing clear of debris.
The homeowner should monitor the status of the system, substances introduced into the system, and the frequency of required pump -out
as determined by the service provider.
A general evaluation of a BioBarrierO system's performance can be made using some simple observations which are outlined in the
"Trouble Shooting" guide below. Normal operation of the system would include the following:
SOUND The BioBarder® system's blower makes a constant humming noise, much like a household refrigerator. Under normal conditions,
the blower should last 5+ years without need for replacement. If an unusual noise is heard, refer to the Trouble -Shooting Guide.
SMELL A musty, earthy -type of odor is normal. However, if a sewage odor (rotten egg smell) is detected, refer to the Trouble -Shooting
Guide. _
SIGHT A properly loaded and operated BioBarrier� system will produce effluent that looks like tap water. If the effluent is turbid, opaque,
or suddenly changes, refer to the Trouble -Shooting Guide.
ICING SUF THE SWhile
the FAST® wastewater treatment system will process most
waste produced by the average household, introducing large
amounts of subatances into the system may reduce the
efficiency of the system or stop the treatment process by
destroying the biomass. These substances can be grouped as:
prohibited substances and limited -use substances. Please refer
to the "DO'S AND DON'TS" list to get familiar with
What You Can Put Down the Drain to maximize the system's
efficiency and reduce the time period between septic tank
pump -outs.
64 6LNERA If a substance is harmful to humans or is anti-
biotic in nature, it should not be put into any septic system -
including BioBarrier@. If you have a question regarding the
effect of a particular substance on the BioBarrier@ system, call
your Bio-Microbics service technician
NSF CERTIFIED SYSI LMS SERVICE
All NSF Standard 40, Class 1 certified wastewater treatment
systems (BioBarrier® 0.5, 1.0, 1.5) have an initial service
agreement for two years (two calls per year) included with the
system's initial purchase price. This service is performed by the
company listed on the blower housing or control panel label.
The NSF service calls ONLY cover NSF Standard 40 certified
systems. Other components of the septic system are NOT
covered.
During an NSF service call, the service company shall inspect
the blower for proper operation, visually inspect the system's
effluent for clarity, clean the blower intake and assure proper
function of the control panel, If these service calls are not
performed on your NSF certified system, or not all of the items
are checked, please call Bio-Microbics toll-free at 6UU463-317t,
or [phone].
ONGOING SERVICE
Continual service (or extended service for NSF certified systems
beyond the first two years) is available and may be purchased
through your local Bio-Microbics distributor or current service
provider. This service policy should provide the same services
as the initial NSF service policy, and perform any additional
service that may be required by local regulation.
7EASONAL/INTERMITTENT USE PROPERTIES
The BIOBARRIERS wastewater treatment system will function
normally even if wastewater does not enter the system for an
extended period of time. The power to the system should be left
on during short periods when there is no wastewater flow to the
system. Suggestions for intermittent use (Check with local
regulations before attempting): If the property is going to be
used seasonally and shut down completely for an extended
period of time (e.g. summer use only and then abandoned for
the winter), we suggest that the BioBarrier system be shut
down. The system should be re -started upon return to the
property. Your local service provider may be contacted to
perform this operation. If the property will be used on weekends
only, it is best to leave the system ON continuously throughout
the season for use until an extended period of absence is
anticipated (extended period being at least 3 weeks or more). A
slight odor may be detected for a couple of days while the
system returns to normal operation.
Page 113

DO'S AND DON'T'F — What can I put down the drain?
Please refer to the list below for important information on how to help keep your treatment system performing as it
should. Regular Maintenance should be performed by a qualified service company for ensuring the long life of
your system.
DON'T
PUT THESE ITEMS DOWN
THE DRAIN
FOOD WASTES
ANIMAL BONES / EGG SHELLS
CHEMICALSrrOXINS
AUTOMOTIVE FLUIDS
OTHER PRODUCTS
CAT LITTER
COFFEE GROUNDS / CORN COBS
CAUSTIC CLEANERS
CIGARETTE BUTTS
FRUIT PEELS & RINDS
HARSH DETERGENTS
CLOTH TOWELS / RAGS
SKIN / HOME BREWERY WASTE
FLOOR STRIPPER
FILM DEVELOPING WASTE
HERBICIDES / PESTICIDES
METAL / PLASTIC OBJECTS
PERSONAL CARE PRODUCTS
MEDICATIONS / DRUGS
MODELING CLAY
BANDAGES/CONDOMS
PAINTS - OIL-BASED
PAPER TOWELS / SCRAPS
DISPOSABLE DIAPERS
QUATERNARY AMMONIA
PLASTIC BAGS
SANITARY NAPKINS
SOLVENTS / THINNERS
RV WASTE
WET WIPES
STRING / YARN / NYLON
STICKS / YARD WASTE
RECORD KEEPING
Keep copies of all system drawings/plans of the
site/installed equipment/service records with all other
home appliance documents. Record all applicable
information.
LAUNDRY/WATER USAGL
Spread wash loads throughout the week. Instead of
liquid fabric softener, dryer sheets should be used.
Use low -suds, biodegradable and low phosphate
detergents, like Mighty Mike' from Scienco/FAST
(www. scie n cofa st. com) .
LEAKY FIXTUF'
Large quantities of water are added to your
wastewater system when you have leaking fixtures.
Timely detection and repair can help to maximize the
life of your system, especially the drain field.
WATER SOFTENERS
The process may tolerate discharge from properly
operating softeners that backwash as needed based
on water usage (DIR) vs. timer operated systems, if
allowed by your local regulatory authority. However,
these discharges can possibly damage other parts of
the septic system.
F0OL) WAS I ES
Garbage disposal waste is acceptable - if allowed by
your local regulatory authority. However, it may lead
to more frequent removal of solids from your septic
tank. For large quantities of food, please dispose of in
the garbage.
FA1 S, OILS, & GREASE
Be aware grease (i.e. animal fats, vegetable oils, lard,
etc) down the drain may overload or prevent the
bacteria from fully breaking down the waste.
DRAINS FROM GARAGE/WORKROOM`:
Should be diverted away from your septic system.
Items like petroleum-based oils, gas, and saw dust
should never enter the system.
DISINFECTANTS / CLEANERS
Use citric acid, chlorine, and/or other biodegradable
cleaners according to the manufacturer's
recommendations. Products containing quaternary
ammonia or pine oil-based cleaners should not be
used. Use drain cleaners as a last resort to unclog
pipes.
MEDICINES
DO NOT FLUSH THEM DOWN ANY DRAIN. All
antibiotic medicines are harmful to treatment quality.
Unused medications should be returned to the
pharmacy, doctor, or thrown away in the trash.
NOTE: As the human body absorbs <_20% of these
medications, please notify your service provider of
medicines in the house. This could reduce
troubleshooting efforts and possibly your maintenance
bill.
SEPTIC TANK ADDITIVES / ENZYMES
The wastewater in the system contains all the
required bacteria for proper operation. Additives are
unnecessary; and may do more harm than good.
rHrtr: rRODUCTS
Use single- or double -ply, non -quilted, white toilet
paper products. Some color dyes in the paper cannot
be eaten by natural bacteria. Non -bleached paper
(brown in color) takes longer to break down and can
therefore increase your biosolids pump out frequency.
Avoid flushing paper towels, napkins, wipes, or other
thicker paper material.
PLEASE BE AWARE OF THE FOLLOWING - failure to
do so could result in severe sickness or death:
DOnly qualified service persons should open any access port on a septic system.
Always secure all access covers of the tank, control panel and blower. so that
people cannot enter without the use of proper tools.
❑Gases emanating from septic tanks can explode if ignited and is deadly if
inhaled. DO NOT use flame or spark near a septic tank access points and
never enter the septic tank.
infectious organisms exist in a septic tank. Persons coming in contact with
wastewater must immediately wash and disinfect all exposed areas and contact
their personal physicians.
Page 114

DO'S AND DONT'S — in the yard
Always secure all access covers in place so that people cannot enter the tank, control panel or blower without the use of proper tools, DO NOT use flame or spark
near a septic tank's access points. Gasses emanating from septic tanks can explode of ignited or deadly if inhaled.
Only qualified service persons should open any access port or cover on the system. Hazards such as electric shock and Infectious organisms exist in these areas.
Persons coming in contact with wastewater, must immediately wash and disinfect all exposed areas and contact your personal physician. Failure to do so could result in severe sickness or death.
BLOWER OPERATION
DO NOT turn off the blower for periods longer than 30 minutes.
Treatment quality and drain field life could be reduced. If the
blower appears to be
functioning improperly,
reference the Trouble
Fater a e,nent Shooting guide in this
inside ruuein, manual. If the property
is being vacated for an
extended period (> 3
weeks), see the section
of this manual titled
"Intermittent Use".
rr",1,!N SPOUTr'
Anywhere water is collected, i.e. roof downspouts, pavement
runoff, or sump pump/house footing drains, the water should be
diverted away from the septic tank or drainfield.
TRAFFIr / I ANngrAPlnit^
Do not drive over any portion of your system
(tank, piping, drain field) except for normal
yard traffic, i.e. lawn mowers, etc. Tanks (H-
20) can be made for under roadways,
driveways. If possible, deter traffic by using a
fence or create a landscaped area with
shallow root plants (ornamentals, bushes,
decorative grasses, and/or flowers). Don't plant trees near any
portion of your system (within 30').
ALARM
The alarm may be silenced using the "RESET" button on the
panel's front. Service assistance may be obtained from the local
Bio-Microbics distributor or Bio-Microbics, Inc, Information
located on the control panel labels may be required to obtain
accurate assistance.
VFNTS / INTAKFS,
Keep the BioBarrierl-
'SS
system's vent clear of debris
such as leaves and snow. Do
not allow the blower housing
louvers to become blocked
with any debris. Clean the
blower's inlet filter at least
annually.
vent(s)
STRUCTUP'
Do not build patios, carports, or other structures over any part of
your septic system, as this may cause damage.
)SOLIDS (SLUUIJt=) i -<i .jV/AL
To determine when pump out is required; a maintenance
provider should measure the biosolids in the tank(s) on a regular
basis. Please see the service manual for specific procedures.
Page 115

LIMITED WARRANTY
Bio-Microbics, Inc. warrants every new residential BioBarrier- system against defects in materials and workmanship for a period of two years after installation or three years from the
date of shipment, subject to the following terms and conditions, and commercial BioBarrier HSMBRe system for a period of one year after installation or eighteen months from date of
shipment, whichever occurs first; subject to the following terms and conditions:
During the warranty period, if any part is defective or fails to perform as specified when operating at design conditions, and if the equipment has been installed and is being operated and
maintained in accordance with the written instructions provided by Bio-Microbics, Inc., Bio-Microbics, Inc. will repair or replace at its discretion such defective parts free of charge,
Defective parts must be returned by owner to Bio-Microbics, Inc.'s factory postage paid, I so requested. The cost of labor and all other expenses resulting from replacement of the
defective parts and from installation of parts furnished under this warranty and regular maintenance items such as filters or bulbs shall be borne by the owner. This warranty does not
cover general system misuse, aerator components which have been damaged by flooding or any components that have been disassembled by unauthorized persons, improperly
installed or damaged due to altered or improper wiring or overload protection. This warranty applies only to the treatment plant and does not include any of the house wiring, plumbing.
drainage, septic tank or disposal system. Bio-Microbics. Inc. reserves the right to revise, change or modify the construction and/or design of the BioBarrierl' system, or any component
part or parts thereof, without incurring any obligation to make such changes or modifications in present equipment. Bio-Microbics. Inc. is not responsible for consequential or incidental
damages of any nature resulting from such things as, but not limited to, defect in design, material, or workmanship, or delays in delivery, replacements or repairs.
THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESSED OR IMPLIED. BIO-MICROBICS SPECIFICALLY DISCLAIMS ANY
IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE.
NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIO-MICROBICS, INC., ANY
OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS.
Contact your local distributor for parts and service.
SERVICE AFTER THE FIRST TWO YEARS
An Extended Service Policy is available and may be purchased through your local Bio-Microbics distributor. The extended service policy should provide the same service checks as the
initial NSF service policy, sludge accumulation levels in the septic and FAST tanks, and perform any additional service required by local regulation. Extended service on NSF certified
systems should be performed twice per year.
Keep for Your Records
-11--l- - A , A
BioBarrier ID Serial Number.
System Designer Name:
Designer Phone.
Health Official Name.
Health Official Phone:
Manufacturer Name: Bio-Microbics, Inc.
Manufacturer Phone: [phone] -FAST (3278)
Installed By:
Installer Phone'
Maintenance Provider Name:
m a
BETTER WATER. BETTER W0i
8450 Cola Parkway • SAawnaa, Kansas 66227 USA
(o) 913-422-0707 • (f) 913-422-0808 • 800.753.3278 (FAST)
Maintenance Provider Phone: www.biomicrobics.com • sales a biomicrobics.com
Page 116

ENGINEERING PLANS
Page 117

10
Lash Engineering, Inc.
Engineering Plans
Table of Contents
1. Site Plan
2. Collection Plan
3. Profiles Sheet
4. Large System Plan
5. Large System Details
6. Small System Plan
7. Small System Details
8. Setback Plan
9. Watershed & Soils Plan
Lash Engineering, Inc.
Civi I/Consulting/W astewater/Plann i ng
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikelnaLashEn ing_ eering com
Page 118

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5. Large System Plan Detail Sheet
6. Small Systen Plan
7. Small System Plan Detail Sheet
8. Setback Plan
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5. Large System Plan Detail Sheet
6. Small Systen Plan
7. Small System Plan Detail Sheet
8. Setback Plan
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swws in b m ff Panel
ebTlMm A IMUY Q r ABaA
SEPTIC TANff IINUCR0
9LSW
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Smnw
me
Vacuum Gauge
Treated EfBuat
Atrate Pump
Vdrey ! B•Sohd Brick Support
ANx m ff NsrAum soca QA smE ®. uE A
QralDaxc art (f kcauMo)
. uff wTrc wTWN rax eracni fiN xo asrwsq
nnorEmr xiA® Aeo msACRn. I® ETuaTIal �
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a La rs ro ff NsrAum A Iaasr Q a• AeoE cuff
— — ApfESS a (T)
NE u•xW
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snin minas uo Is W SE
NsrAUEn A IAnr Q r bore
du¢
e►ecuE w
TUP
� tEt_>FSTo yo
/ SEPTIC TANG NNAOIOBICS - HW LO -s um
w
NEM'x r
LO�aw anseR-
En SCHEMATIC LAYOUT PLAN (NTs)
K
v I w10f5 UD b
m MSfalm A
IWEY�An Q s• ABpnE REAERATION
".° w�eNr.r �.u�oe�•°'rr� an 6llbtseaw Tor
CONSTRUCTION SEWENCE rn-�'a +rw os m-irl eNea
(r -res+r • era v rrn t d�Cwroeb Psd
.w�V.� a n*m .tea. pwe Bah
i. PAR W ff 16TN,® rlea( PG STpEw� pr4r� •�1..
850. IS A RMIp1110 RT (f ffORED n n.p GmMk
2 USE ww WNeN77-1717-7//oA
1U onces S --ED NO > �d�N_� e�s, tl.w� iW.I�rt al 1'PVf
cwnc D Inv EnAVATkII Ieel Q MiEA 8dLA0 s' iww .Man n f•Fa N
AT ALL IBES. k Turtlre Pb+
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wWY1 nAlsl SS
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fLL ps — ♦PAST; LIEN M BWEABS aiiwre a.� ;Nen nrre BlEN Dake
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SSEaY11ESQIMI
6. B mmERfaI R4A5 f61. W WC1E r b �ig'pka�me� .wae o .n eri•w APL COMJECTgN6
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TO
w aoeeyw (w Nnfan•r RE TO BIi bF
rr n .wr Atf3 WATER 1tMT.T. /I}'-/'—
ORAVEI LEUELAda
course
REQUIRED FLOW CALCULATIONS:
30 Unit,m w-, 65 Bedr-
3D units -> 25 - 2 bom unite PUMP -OUT STORAGE FOR SLUDGE CAILULATKM
5-3b6m""s
65 . 12D 9ete/Ostrm - 7.800 gpd. FLOW = 78W 804 6 mm. Pump Out - 1.5
Stwop Be" is - 7800 x IS -> 11,700 gets.
9—hoe Operotng Ear. to name d Tak
NK
SEPTIC TASUING CALCULATIONS �ta913er. - 1086.4 Batton d Tak • 1080.9
gnoatisg Ek, Depth - 66" or 55
Prryoesd Septi Tek Neo of Tank - 132' s 312' er 11'. 26' - 196 d.
Dully Ft. - 7,800 gpd vdume PrnBde t 286 J.. 80'- 2.288 N.
(7,800 gpd a 1.17 Soiety Fed.)- 9,126 gds Vdune • 04—tin Level -> 286 s 5.5 - 1573 cf.
Is 10.000 get septic look me 11,766 qda
11,766 pranged > 11,700 re4d UaatmeA W
COMPRESSOR FOR
REAERATID/
UM
ecr�Pxe
awrrr.d
PRE r
FW Rork Corer wen 17
MENBLY v.rur.uur+aloes.
IABLOw NP -A
Ob W M.ON£R ASSEMBLY
r r Pae wF 9luwa aeNshp.
assn BkFv Naary
Cmvaro Pae wr mmbmfms
rewmwtlrwu.
Ganpa¢amrM Bevkr
Mq/NRCf a CONTRACTOR
¢, TO REMOVE
UV LIGHT �� SHED
REOXYGENATOR
HSMBt3
MODEL 9.0'-,,`
CONTRACTOR
TO REMOVE
OLD SEPTIC
TANKS y O
h
ahoy-�
awn?�o a
�ry4o� r
yo�o0,
hQ
A-- _ PRECAST TANK TO BE USED
.5
' SEPTIC TANK FOR HBMBR S
nSdr.AO PVC RFx TNM IS TO BEO]NSirolalFD:
1,DSE Inside OFrwwura
11'Vb k'FSmrq % -y dea
M6
_ HOLISFOR W UONT
ORICK OR
ornmrr�wimauw+.gNa...YYr. xderdlmanrn eW YOiNekelM
aS
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w ape r m a eerMr F r rsltd rees`e r r nee- a+ d•en wI a w rano
•,_ •� •�••- _ n�enarenodola M� r11Y Y eae < w�1e WeI a M Fab tlr wN. POR
W� W AQP
q r Ms Hall 9w1d • We aw M rmna vurd i / SUPPORT
seles aF In be are em an ne To oRs, roR
r erar.I P•^D b oadedn0 N r eels w ar.etM etsrwt Y b q uedaya Ma nee rc ORAL OR 12'
x uv Lips . to a bo•Itl m xr. wap die r r Treearuri S, Wry, ore w ro+ wn 41?
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+Asn n� w a.r w err '° rows m an- r. u r w NA m Fee. u em m xwr w ern. oRAIAUAGE r Or
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keotmAep � lnrwswE

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11153 Mo EU1j dM
SECTIM B—B
VOCuum GMIW
B-SOfid
reated EtRueal
1_ Itrate Pump
Vdrey Brick Support
L TINT W E NEM® fME PFA SM EA USE A
L = Mi t<t�
IH MIREwr Wal p TICAL "a scum
IN
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i MesPTNNs WdeeMmATM1n
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/ SEPTIC TAW OMKXGMM ff9 4.5-5 UNIT
uIMwE AaaTs FM6 u) AE
M VeR. —Wising 36 Bad,—,
16 urf -> 12- 2 bdae unit.
"Mft
3I",
SCHEMATIC LAYOUT PLAN (NTS)
w.,f. Be.1
REAERATION ASSEMBLY 14AD/I NRaa
tca.Ne ora[
ADIIl1 rrllOQ !D 6
ORaB
MOE�New wuew1 � Na dw
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a
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seeflue
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- No IR As -s UNIT
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L = Mi t<t�
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r
atM.G
LT .Mr (°6
M VeR. —Wising 36 Bad,—,
16 urf -> 12- 2 bdae unit.
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3I",
SCHEMATIC LAYOUT PLAN (NTS)
OarWlt1E W e6TALL
rKAD
REAERATION ASSEMBLY 14AD/I NRaa
tca.Ne ora[
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UV um REAERATKN INET
36 .120 gda/bedrm - 4.320 glad.
Faq Bora Cav wM a?
M1Fbabailn4.
REAERATION ASSEMBLY 14AD/I NRaa
r "Nva Fr
TNNRari.' M.wIEn A58EMBLY
c:f96T
4-C—Pee
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All LONNECrIL11S aM
AND PBETRAIe]NS
.. fSAD
UV �y
/
/
REMOVE EXIS�NG Q
POWER POLE
' a9
JO
R
Existing
Abandoned
Water Well.
MANHOLE
SEPTIC TANK
PRECAST TANK TO BE USED
FOR NSMBR 4.5S
AREroESEwIeD r
AIOA CM T a r HOUSING FOR W LIG/fi
4'COW'COYPAC1m PEA II srA+PoaT rerrwrr�+rgb.�ur rao Rbnrw
rATAv¢le.Euc LdlblarAae 1V9L5T 0a�...
REOUIRED FLOW CALCULATIONS:
M VeR. —Wising 36 Bad,—,
16 urf -> 12- 2 bdae unit.
"Mft
PULP-OVT STORAGE FOR SLUDGE CALCULATIONS4-1
36 .120 gda/bedrm - 4.320 glad.
l
.
SEPTIC TANK SIZING CALCULATIONS
Stomge Ripe'I, - 4320 . 1.5 -> C460 gets
M-- tarn OPaT�9 E). 1e, Floor of Teak.
Operati 9 Der. - 1066.4 Rattan of Tai = 10945
E.M11q soP1K Teek
D* n- - 4,120 Wd
(4,320 g d - 1.17 Safety Fodor)= 5,054 gpd
uee 6.000 gal alpUC tank
4fati" Flo Depth - W a 5.5'
NM al TW - 120' . 240' a 200 st.
Vd— Provided 200 ala SO• - IAW cL
Vainre O Operating Leval -> 200 x 5.5 - 1100 L4.
ar III,= gds
SEPTIC TANK
PRECAST TANK TO BE USED
FOR NSMBR 4.5S
AREroESEwIeD r
AIOA CM T a r HOUSING FOR W LIG/fi
4'COW'COYPAC1m PEA II srA+PoaT rerrwrr�+rgb.�ur rao Rbnrw
rATAv¢le.Euc LdlblarAae 1V9L5T 0a�...
REOUIRED FLOW CALCULATIONS:
M VeR. —Wising 36 Bad,—,
16 urf -> 12- 2 bdae unit.
"Mft
PULP-OVT STORAGE FOR SLUDGE CALCULATIONS4-1
36 .120 gda/bedrm - 4.320 glad.
ROE - 4120 gpt 5 mM. Hop Wt - 1.5
.
SEPTIC TANK SIZING CALCULATIONS
Stomge Ripe'I, - 4320 . 1.5 -> C460 gets
M-- tarn OPaT�9 E). 1e, Floor of Teak.
Operati 9 Der. - 1066.4 Rattan of Tai = 10945
E.M11q soP1K Teek
D* n- - 4,120 Wd
(4,320 g d - 1.17 Safety Fodor)= 5,054 gpd
uee 6.000 gal alpUC tank
4fati" Flo Depth - W a 5.5'
NM al TW - 120' . 240' a 200 st.
Vd— Provided 200 ala SO• - IAW cL
Vainre O Operating Leval -> 200 x 5.5 - 1100 L4.
ar III,= gds
4226 WVWM > 6.460 roy a. ORrofore, 'OK'
a claim —��aw
ek.b Rt
surva:sFnlTtnArtla.�ar0aaadvo rNomea P• FlUaw
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t�eebe:Waed/•be
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aRraNeiW lad Llll wibAwerlde Ylil Na�9r llkfrwrWl Ilaarb IWCK FOR
• �• •� ••_ 2 IM • b b NeiR-r0 ti �y
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b Rd �i w+ b i..A. ARara� K11r r. M.Ir.+..a r i
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r K11lon irlai w lyA i APs rlar 110. ANNw) M W (.aa1 wup Rales
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PROJECT:
WASTEWATER FAC UTYY for.
EDEN TRAILER PARK
Location:
5412 Eden Lane
Conover, NC 28613
Cat uwbo Cowty
(Wastewater Treatment & Disposal
System for Mobile (Home Park
Submittal for Additional Information
Date: 5-31-2017
!�o
X07
e
Site
d
VICINITY MAP - NOT TO SCALE
JUN 0 8 2017
Water Quality
Permitting Section
Nort
LASH
ENGINEERING
Conewltang CMI EngineerlMannerr
1104 Cindy Carr Drive
Matthews, N.C. 28105
Phoria 704/847-3031
email: mikel®IashengineeNngxom

L
Lash Engineering, Inc.
Table of Contents
1. Cover Sheet
2. Table of Contents
3. Re -Application Fee Check
4. Recorded Easement
5. Recorded Easement Survey Map
6. Generator Brochure
7. Generator Spec Sheets
Engineering Plans (revised for ATC)
8. Site Plan
9. Collection Plan
10. Profiles Sheet
11. Large System Plan
12. Large System Details
13. Small System Plan
14. Small System Details
115. Setbacks Plan
16. Watershed & Soils Flan
Lash Engineering, Inc.
Civil/Consulting/Wastewater/Planning
1104 Cindy Carr Drive
Matthews, NC 28105
Phone: [phone]
mikel(alLashEngineerin- corn

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David A Martin
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Db. 3175, Pg. 1641 /
Jennifer McCracken
DD. 2976, P - 1078
Pb. 67, Pg..1700
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David A Martin
Angela E Martin
Db. 2414, Pg. 1595
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Miller Surveying, Inc.
326 4t1% Sint S.M. Ke", NC 26602
Phwa: [phone]
Firm License Number: C-0383
j
David A Martin
Angela E Martin
Db. 2414, Pg. 1595
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Miller Surveying, Inc.
326 4t1% Sint S.M. Ke", NC 26602
Phwa: [phone]
Firm License Number: C-0383

3399-0040
FILED ELECTRONICALLY
CATAWBA COUNTY NC
DONNA HICKS SPENCER
FILED May 15, 2017
AT 12:11:00 PM
BOOK 03399
START PAGE 0040
END PAGE 0045
INSTRUMENT H 08161
EXCISE TAX $0.00
Partially Prepared by & Return to: THE WILLIAMS LAW FIRM, PLLC PO BOX 3739 HICKORY, NC 28603
NORTH CAROLINA
EASEMENT TO ALLOW SEWER LINE
ENCROACHMENT
CATAWBA COUNTY
THIS EASEMENT TO REMEDY SEWER LINE ENCROACHMENT (hereinafter referred to as
"Easement"), entered on this'�o th day of April, 2017, by and between:
GARY SHELDON MITCHELL, and wife, RENAE FRANKLIN MITCHELL, joining to sign her marital
rights only and G. DUANE McCRACKEN, JR. and wife, JENNIFER McCRACKEN parties of the first part,
hereinafter referred to as "Owners", and IIUGH A. RUDISILL and wife, MICHELLE S. RUDISILL and
MARK A. ROWE, party of the second part, hereinafter referred to as "Grantees".
WHEREAS, MR. MITCHELL and THE McCRACKENS (Owners) have acquired ownership to that
certain real estate commonly known as 1266 Turtle Dove Road Conover, NC 28613, recorded in Deed Book 3175 at
Page 1614, Catawba County Registry and 1185 Wandering Lane Hickory, NC 28601, recorded in Deed Book 0286
at Page 1834 hereinafter referred to as "Premises"; and
WHEREAS, THE RUDISILLS and MR. ROWE (Grantees) owns certain property commonly known as
5412 Eden Lane Conover, NC 28613 which adjoins the Premises and is recorded in Deed Book 2626 at Page 0577,
Catawba County Registry,
WHEREAS, all parties to this document seek to allow an encroachment of their properties of a sewer line
to services the property located at 5412 Eden Lane Conover, NC 28613 and is to be constructed across the lots of the
Owners located at 1266 Turtle Dove Road Conover, NC 28613 and 1185 Wandering Lane Hickory, NC 28601;
WHEREAS, in order to put in writing the permissive agreement that already exists, the Grantees seek to
have a record that the sewer encroachment is permissive in contemplated existence and continued use to reflect what
is to be in use and not to expand it or add to it in any way.
WHEREAS, The portion of the sewer line located on the Premises shall be hereinafter referred to as
"Improvement" and
WHEREAS, Owners agree to allow Grantees an easement across the Premises to use that portion of the
sewer line as located on the Premises as described below;
submitted electronically by "The Williams Firm, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Catawba County Register of Deeds.

3399-0041
WITNESSETH:
NOW, THEREFORE, Owners in consideration of the mutual promises and other valuable consideration
paid by the Grantees, the receipt of which is hereby acknowledged, does by these presents grant, bargain, sell and
convey to Grantees an easement for the portion of Owner's yard for continued use of this as area as the sewer line
that services the property which extends onto Grantees premises. The parties hereto agree as follows:
1. Grantee and their successors in ownership to the Improvement shall be responsible for all
construction, maintenance and repairs of the Improvement. This responsibility shall include providing for the proper
maintenance of the Improvement;
2. Grantee and their successors in ownership to the Improvement do hereby further agree that for as long
as Owners shall own the Premises, Grantee shall have access to the Improvement and the remainder of the Owners'
yard for the exclusive right of ingress and egress to access the Improvements upon the Premises;
3. Grantee and their successors in ownership shall pay for all maintenance, repairs or alterations and
repay the Owners for any harm or disturbance done to their property during maintenance or repair of the sewer line.
4. The Provisions and terms of this Easement To Remedy Encroachment of the sewer line shall be fully
enforceable as against the parties to this Easement To Remedy Encroachment of the Sewer Line and their successors
in ownership to the Premises or Improvement respectively and the provisions hereof shall operate as a covenant
running with both parcels of land described above.
The parties covenant and agree that each has full ownership of their respective premises in fee simple, and
that each has the right to convey the interests conveyed and that they, will warrant and defend title to same subject
only to the easements and other matters of record affecting the premises.
IN WITNESS WHEREOF, the parties hereto have caused this Easement to Remedy Encroachment
Agreement to be executed in duplicate originals the date first hereinabove set out.
OWNERS:_ (SEAL)
G. DUAN cCRAC
KEN, JR.
i L
SEAL)
J NIFE McCRACKEN
TATE OF NORTH CAROLINA
.4,-44COUNTY
I, �A&444,&e) ±Ja Notary Public of(1a c ounty, State of North Carolina, do hereby
certify that G. Duane McCracken, Jr. and Jennifer McCracken personally appeared before me this day and
acknowledged the due execution of the foregoing instrument.
q%.%% B:r�,jC err
d Yi
ik'ffN'I,PS', qy hand and notarial seal or stamp, this day of _ _ 2017.
W . N�yOPTq R YTFI
.
if �r�`r�tC) ro
NOTARY PUBLIC
ommisst�iv� 0e, s: S
r'r�r�CrARO��+++.:.

SIGNAURE PAGE FOR EASEMENT TO ALLOW SEWER LINE ENCROACHMENT
Between: GARY SHELDON MITCHELL, and wife, RENAE FRANKLIN MITCHELL, joining to sign her
marital rights only and G. DUANE McCRACKEN, JR. and wife, JENNIFER McC'RACKEN parties of the first
part, hereinafter referred to as "Owners", and HUGH A. RUDISILL and wife, MICHELLE S. RUDISHA, and
MARK A. ROWE, party of the second part, hereinafter referred to as "Grantees".
OWNERS:
_(SEAL)
GARY SHELDON MITCHELL
STATE OF NORTH CAROLINA
ba a w !prw COUNTY
I, M • W 1 f turw, , a NotaryPublic of i.'tL*tAu County, State of North Carolina, do hereby
certify that Gary Sheldon Mitchell personally appeared before me this day and acknowledged the due execution of
the foregoing instrument.
WITNESS my hand and notarial seal or stamp, this / / day of /AAI_, 2017.
r
(OFFICIAL SEAL)
NOTAY PUBLIC
My Commission expires: P PP- I L it 6180
--rI�f
NOTARY �

3399-0043
SIGNAURE PAGE FOR EASEMENT TO ALLOW SEWER LINE ENCROACHMENT
Between: GARY SHELDON MITCHELL, and wife, RENAE FRANKLIN MITCHELL, joining to ,sign her
marital rights only and G. DUANE McCRACKEN, JR. and wife, JENNIFER McCRACKEN parties of the first
part., hereinafter referred to as "Owners", and HUGH A. RUDI.SILL and wife, MICHELLE S. RUDISILL and
MARK A. ROWE, party of the second part, hereinafter referred to as "Grantees".
OWNERS: _
a �L ®r'
RENAE FRANKLN MITCIiELL
STATE OF NORTH CAROLINA
CO- COUNTY
�
I, Mo l eta i ACV I IY1, a Notary Public of CalauAkountv, State of North Carolina, do hereby
certify that RR"� �r�:ranklin Mitchell personally appeared before me this day and acknowledged the due execution of
```%\lTinlfl$0�
the f Q -)a' t�
pQ' W6 my hard and notarial seal or stamp, this I2day of M 2017.
U�
pUB�,w 2i r
((IAL SEAL) ,�'`
GO '\0 AR P LIC
My CommI��iiitlle�xpires:

GRANTEE:
STATE OF NORTH CAROLINA
h itX..n o� e r COUNTY
3399-0044
L 4.4�:C� (SEAL)
HUMI A. RUDISILI.
t(dARv4r1d-.(SEAL)
1 ELLE S. R ISILL
I, a Notary Public of /ll �k c(County, State of North Carolina, do hereby
certify that Hugh A. Rudisill and Michelle S. Rudisill personally appeared before me this day and acknowledged the
due execution of the foregoing instrument.
r
WITNESS my hand and notarial seal or stamp, this day of 2017
(OFFICIAL SEAL)+` ►— A� 1G
`�-ars-c.�, t'trY'�,;-f � 131. •: �'��.;
NOTARY PUBLIC
My Commission expires: lam' a3 1

3399-0045
Q:
GRANTEE: (Sr EU'
MARK A. ROWE
STATE OF NORTH CAROLINA
COUNTY
h�•�,r,r•-, n-4cgj, I t n a Notary Public ofL—13c1County, State of North Carolina, do hereby
ce `t,�f %AJAluk06.,Rowe personally appeared before me this day and acknowledged the due execution of the
.`�lpr� '%M M%,
,otary
WITNESS my han3and notarial seal or stamp, thist. day of Y9 df ( , 2017.
pubV%o
i0
ICIAL _
ba'C o ` �� NOTARY PUBLIC
My Commission expires: _ r;)

L.g—d:
0 - 1/2' Rs6or (s)
• - Ran Found (f)
• - c.raot.d Runt (w)
A - Moa Nag or a011Grete Nex
r/. - Raid a way
I
Etlith M_ Hefner
Db. 1474, Pg. 854 (0
I N26'36'48 -E
21.13' 1
16
N18'1�1{'E 18474'
Lot 3
3/.'RroelO
/•ti
Steven R. Sigmon
Leila H. Church q
I/ N 0,
��/ °L8
Christal H. Sigmon
Db. 2014, Pg. 1297 $ I
"i
L1t DD. 2398, Pg. 1746
Pb. 50, Pg. 3
35.69'
�. 1
L5
N16-14'14"
18.26•
street
Tryon N I 2
L6
L7
N16'14'14"E
5.60'
Db. 906, Pg. 302
Mark A. Rowe
Hugh A Rudisill
0b. 2626, Pg. 577 /
8
h
Catawba Coun[y North Carolina
1 W b. C. ty that the 1.rvey plat oe arro." nereo- .c.
n all reape.ts c.freat one woo prepared from an
actual fbki s nWl,• moa by me on the me say of lA CAgpv Som/
iIIptlary 2017. 20 P E.SSla4 ; W
Donald S.KKw- y�SEAL f� /
L-1257 /
Miller� p > a
5igned: J
pa,wld 5. MiMills,N. C. P.L.S..''12 X12577 4/0 StlR14
S. 1/r�enar 7 dgy'
M
I
wsd
Brittany B. Reyes
Jose 0. Perez Reyes
Db. 3372, Pg. 323
GRAPHIC SCALE
IN FZT)
] i,,h - 40 tL
IN
Site'taso� 0
Vicinity Map
No Scale
Notes:
C.r t lox records ore —d to itlentify odjoining
Properly --
Ins mroperty shown hereon is eubjeot to WI
mt4 �`t o�waya, reatriatona, a�w
ogeeeTh—
menu o North Ca mina hcHzontol contra
mork,m found to e.ial within 2000' of the
w yed property.
By 9mpnic plotti, only-
5ufko Max rd a e os ENimd by FEMA n
Frm Panty Number 3, 103734LxU
EHecttve Dote: 09 -OS -07
Tocol Are,: 0.337 Acre (1{,660 at.)
(ore. computed by lM coordirote n+elnod)
R,lio of Precision---- 1: 10,000f.
Broken lines represent property f—s which a
not ­1-s,surveyednauMd
. TTda It—
'.'_ wme
from deeds other �­
Sewer E.—t for
Mark A. Rowe and
Hugh A. Rudisill
Address: off Eden lane-- Cowver, NC 28613
Ginei Township Cota.bo county North C,rollno
Sco1e: 1"-40Dmwn By: tee Fb: 1218312
Deed Reference: Book 3399 Po 940
Pin Number(Troct A): 3734 -OB -Tl -5743
Cn Number(Troct B). 3734-06-78-6247
Plot Reference: n/,
To. uop Nu t,sr(Tmct A): 1506 Bock as Lot 05
Tox Mop Number(Troot 8): 800 Block o0 lot 95C
Survey By: gg/jk Dote of Su 01-24-17
Drawing Number: H38-5088
Miller Surveying, Inc.
328 4th Street S.W. Hickory, NC 28602
Pnone: [phone]
Firm License Number: C-0383
Li
L2
I N26'36'48 -E
21.13' 1
Tract is
S I 1 0264 Acre
L3
N26'36'49'E
N26736'48"E
53.21'
20.76''
( y
,� N'y �' I m NI 11,064 s.f.
L4
N09'39'44'W
35.69'
�. 1
L5
N16-14'14"
18.26•
street
Tryon N I 2
L6
L7
N16'14'14"E
5.60'
1Lot
1 1 JenMcCracken
onifee McCracken
L8
N16'14'14"E
16.01'
_ `/2,1) cp1 f\ Db. 2976, Pg. 1078
S
516'14'04"W
9.94'
'fP Pb. 67, Pg. 170
1_9
S48'53'42"E
13.78'
\ \ '(p' PIN- 3734-08-78-6247
L10
548'53'42"E
9.53'
o \\o Tox Map: 800-00-95C
ll
S74 -11'16'E
3.85'
12
N2636'48"E
21.13'13
N09'39'44W
48.9914
R
509'39'44"E
22.38
15
N53'08'57"W
27.22'16
S42'52'43"E
19.61'Lots
7-9
17
S22'36'50"E
61.62'
Clyde J. Mitchell'
L 18
50132' 1 7'L
11.11'
Db. 2958, Pg. 1358
LS
N0732'17_W
60.30'
/
l l a
1 }} gl
6q4
0
page
26 •
/ 1c, �
Deb
/
Gary S. Mitchell
/ tc0
Lot 2
Db. 3175, Pg. 1641
/ //e G. Duane McCracken
PIN: 3734-08-77-5743
To. Mop: 1506-04-05
Tract "A" /.
0,083 Acre / .y c° Jennifer McCracken
Db
DD. 247 1079
3,598 s.1. � � Pb. 67,, Pg. 170
y i
PIN: 3734-08-78-5247
Tox Map: 800-00-95C
h
S26'35.48'W
/ / cv 1/2'
1
Melvin C. Eckerd
L1_2 LI L2
Db. 906, Pg. 302
Mark A. Rowe
Hugh A Rudisill
0b. 2626, Pg. 577 /
8
h
Catawba Coun[y North Carolina
1 W b. C. ty that the 1.rvey plat oe arro." nereo- .c.
n all reape.ts c.freat one woo prepared from an
actual fbki s nWl,• moa by me on the me say of lA CAgpv Som/
iIIptlary 2017. 20 P E.SSla4 ; W
Donald S.KKw- y�SEAL f� /
L-1257 /
Miller� p > a
5igned: J
pa,wld 5. MiMills,N. C. P.L.S..''12 X12577 4/0 StlR14
S. 1/r�enar 7 dgy'
M
I
wsd
Brittany B. Reyes
Jose 0. Perez Reyes
Db. 3372, Pg. 323
GRAPHIC SCALE
IN FZT)
] i,,h - 40 tL
IN
Site'taso� 0
Vicinity Map
No Scale
Notes:
C.r t lox records ore —d to itlentify odjoining
Properly --
Ins mroperty shown hereon is eubjeot to WI
mt4 �`t o�waya, reatriatona, a�w
ogeeeTh—
menu o North Ca mina hcHzontol contra
mork,m found to e.ial within 2000' of the
w yed property.
By 9mpnic plotti, only-
5ufko Max rd a e os ENimd by FEMA n
Frm Panty Number 3, 103734LxU
EHecttve Dote: 09 -OS -07
Tocol Are,: 0.337 Acre (1{,660 at.)
(ore. computed by lM coordirote n+elnod)
R,lio of Precision---- 1: 10,000f.
Broken lines represent property f—s which a
not ­1-s,surveyednauMd
. TTda It—
'.'_ wme
from deeds other �­
Sewer E.—t for
Mark A. Rowe and
Hugh A. Rudisill
Address: off Eden lane-- Cowver, NC 28613
Ginei Township Cota.bo county North C,rollno
Sco1e: 1"-40Dmwn By: tee Fb: 1218312
Deed Reference: Book 3399 Po 940
Pin Number(Troct A): 3734 -OB -Tl -5743
Cn Number(Troct B). 3734-06-78-6247
Plot Reference: n/,
To. uop Nu t,sr(Tmct A): 1506 Bock as Lot 05
Tox Mop Number(Troot 8): 800 Block o0 lot 95C
Survey By: gg/jk Dote of Su 01-24-17
Drawing Number: H38-5088
Miller Surveying, Inc.
328 4th Street S.W. Hickory, NC 28602
Pnone: [phone]
Firm License Number: C-0383

GENE
9=22 kW
GUARDIAN SERIES
Automatic Home
Standby Generators
AC*
The #1 Selling Home Standby Generator Brand
\
`%
�
.
.
fit.
The #1 Selling Home Standby Generator Brand

CHOOSE THE #1 SELLING
HOME STANDBY GENERATOR BRAND
Generac's Guardian Series generators provide the automatic backup power you need to protect your home, and family during
a power outage. Connected to your existing LP or natural gas fuel supply, it kicks in within seconds of sensing power loss —
autornatically -- and runs for as long as necessary until utility power returns. Choose from just enough power to cover essential
circuits, or all the way up to 22 kW for the most power per kilowatt and whole -house coverage.
total harmonu; distortion (11-001 lass Phan 5.0% -towor than lmfh If f I standards for uhbty rx)w(w and rxibi stu>cf numtxvs for compotitivo ait-cook)d porno :standby gon(matnn

FEATURES
5 -Year Limited Warranty for automatic standby generators.
True Power" Technology delivers best -in -class power quality with less than
U5 percent total harmonic distortion for clean smooth operation of sensitive
electronics and appliances.
Generac generators and engines are Engineered and Built in the USA'
'Runt u) the USA using domestic and foreign parts
Generac's G -Force Engines are purpose-built, pressure -lubricated engine
G FORCE capable of handling the rigors of generator use. resulting in power that more
reliable and requires less routine maintenance than any competitive engine.
pi7 � JB
ti s 2417. 365 Customer Support Team standing by all day every day from our
®: headquarters in Wisconsin to answer any questions you might have.
Quiet -Test" Self -Test Mode runs at a lower RPM for a five or twelve minute test.
making generators significantly quieter than other brands while consuming less fuel.
t`AT Tough. Durable All -Aluminum Enclosures. Our RhinoCoat'" powder- coated
finish helps make corrosion -resistant aluminum perfect for all weather conditions.
Smart, User -Friendly Controls. Generac's Evolution'" Controller features a
•� multilingual LCC display that allows you to monitor battery status and track
maintenance intervals to ensure your generator is always in top operating condition.
Mobile Link'" Remote Monitoring allows you to monitor the status of your
a i•- generator from anywhere in the world using a smartphone, tablet. or PC. Easily
unk access information- such as the current operating status and the generators
maintenance schedule. Connect your account to your authorized service dealer
for fast, friendly and convenient assistance. (Sold Separately).
7 out of every 10 homeowners choose
Generac Wien 1 nvest 1 ng i n fume back u p pamr.

9-22 kW GUARDIAN SERIES
AUTOMATIC HOME STANDBY GENERATORS
Generator Only Model
10297031
7035
1038
10412
Generator / Select Circuit Switch Model
1030
100 Arnp
Switch
1032
100 Amp
Switch
1036
100 Amp
Switch
n/a
n/a
Generator / 200 Amp Service Rated Load
Shedding Smart Switch Package Model q
n/a
7033
7037
7039
7013
Voltage (Single Phase)
240V
Amps to 240V LPG
37.5
458
666
83.3
91 6
Amps rid 240V NG
33.3
41 1
66.6
15
813
Lngine/Alternator RPM
3600/3600
Engine
Generac G -Force
Lngine Displacement
426cc
530cc
999cc
999cc
999cc
Fuel Consumption rid 112 Load
NG cu. ft/hr
90
107
218
201
216
Fuel Consumption to Full Load
NG cu. ft/hr
120
159
309
301
310
Fuel Consumption 0 112 Load
LPG cu. ft/hr (gal/hr)
31.6(0,8/)
44A (1.22)
91.6 (2.52)
86 (2 31)
93.2 (2.56)
Fuel Consumption 0 Full Load
LPG cu. fl/hr (gal/hr)
50 (1.37)
71.6 (1.99)
106 (2.94)
129 (3.56)
140 (3.87)
Quiet -Test Mode
No
Yes
dtKA) at Exercise
66
63
58
58
58
dNA) at Normal Operating Load
66
63
66
66
67
Enclosure
Aluminum
Lnciosure Color
Bisque
Warranty
5 -Year Limited
Dimensions (L' x W' x H')
48 x 25 x 29
Weight (lbs.) (Steel/Aluminum)
3,10
348
406
448
466
Net of►wOe [haler Service Network
Generac's commitment to seance includes scheduled maintenance programs, warranty assistance and emergency service to ensure that Genetac
customers are never lett powerless. The Largest nationwide dealer network has factory -trained technicians on staff and maintains large inventories of
Genese ports, components and accessories. Find a dealer near you at generac.com.
w GENERAC
!PROMISE f.�� '�' `` GENERAC
02M io venot& Gonorac Ilowor Systerrls, lne
r7 OM (k#"ac r�mo SYslcros, trv: N rimh ikis4m)(1 S45 W2tt2901lwy. 59, ft*Aesha, yN lxli 3
Speer "kxu me uA*3a 10 chisw wnW ncx". gonemC.com 1 888 (TNERAC (1-811f1 436 3777

GENERAL'
GUARDIAN" SERIES
Residential Standby Generators
Air -Cooled Gas Engine
Nw
INCLUDES:
• True Power"' Electrical Technology
• Two Line LCD Multilingual Digital
Evolution'" Controller (English/Spanish/
French/Portuguese)
• Two Transfer Switch Options Available:
100 Amp, 16 Circuit Switch or
200 Amp Service Rated Smart Switch.
See Page 4 for Details.
• Electronic Governor
• System Status & Maintenance Interval LED
Indicators
• Sound Attenuated Enclosure
• Flexible Fuel Line Connector
• Direct -To -Dirt Composite Mounting Pad
• Natural Gas or LP Gas Operation
• 5 Year Limited Warranty
• Capability to be installed within 18" (457 mm)
of a building*
FEATURES
Standby Power Rating
Models G007036-0, G007037-0 (Aluminum - Bisque) - 16 kW 60 Hz
Model G007035-0 (Aluminum - Bisque) - 16 kW 60 Hz
Models G007039-0, G007038-0 (Aluminum - Bisque) - 20 kW 60 Hz
Models G007042-0 (Aluminum - Bisque) L"7 ' '"
O INNOVATIVE ENGINE DESIGN & RIGOROUS TESTING are at the heart of Generac's O
success in providing the most reliable generators possible. Generac's G -Force engine
lineup offers added peace of mind and reliability for when you need it the most. The
G -Force series engines are purpose built and designed to handle the rigors of
extended run times in high temperatures and extreme operating conditions.
O TRUE POWER'" ELECTRICAL TECHNOLOGY: Superior harmonics and sine wave O
form produce less than 5% Total Harmonic Distortion for utility quality power. This allows
confident operation of sensitive electronic equipment and micro -chip based appliances,
such as variable speed HVAC systems.
GENERAL -- --
EU.L)USLIEDQUIE+�-
Note: CUL certification only applies to unbundled units and units packaged with
limited circuit switches. Units packaged with the Smart Switch are UL certified in
the USA only.
*Only if located away from doors, windows and fresh air intakes,
and unless otherwise directed by local codes.
SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE REGULATION:
This state-of-the-art power maximizing regulation system is standard on
all Generac models. It provides optimized FAST RESPONSE to changing
load conditions and MAXIMUM MOTOR STARTING CAPABILITY by
electronically torque -matching the surge loads to the engine. Digital
voltage regulation at ±1 %.
SINGLE SOURCE SERVICE RESPONSE from Generac's extensive dealer
network provides parts and service know-how for the entire unit, from the
engine to the smallest electronic component.
O TEST CRITERIA: O GENERAC TRANSFER SWiTUP Long life and reliability are
PROTOTYPE TESTED NEMA MG1.22 EVALUATION synonymous with GENERAC POWER SYSTEMS. One reason for this
SYSTEM TORSIONAL TESTED MOTOR STARTING ABILITY confidence is that the GENERAC product line includes its own transfer
systems and controls for total system compatibility.
w GENERAC
tiAl� ass A yE�"`
_ �L®• i � � Mobile '
►— PROMISE
S�OMEf•4a �4RR A• ..
e�n m me use �sma Jamosrk nye mmm� eon...

16/20/22 kW
GENERAC'
features and benefits
• Generac G -Force design
Maximizes engine "breathing" for increased fuel efficiency. Plateau honed cylinder walls and plasma moly rings helps the engine
• Utility voltage sensing
run cooler, reducing oil consumption resulting in longer engine life.
• "Spiny-lok" cast iron cylinder walls
Rigid construction and added durability provide long engine life.
• Electronic ignition/spark advance
These features combine to assure smooth, quick starting every time.
• Full pressure lubrication system
Pressurized lubrication to all vital bearings means better performance, less maintenance and longer engine life. Now featur-
• Engine warm-up
ing up to a 2 year/200 hour oil change interval.
• Low oil pressure shutdown system
Shutdown protection prevents catastrophic engine damage due to low oil.
• High temperature shutdown
Prevents damage due to overheating.
• Revolving field
• Skewed stator
• Displaced phase excitation
• Automatic voltage regulation
• UL 2200 listed
• Fully automatic
• NEMA 313
• Remote mounting
Allows for a smaller, light weight unit that operates 25% more efficiently than a revolving armature generator.
Produces a smooth output waveform for compatibility with electronic equipment.
Maximizes motor starting capability.
Regulates the output voltage to ±1 % prevents damaging voltage spikes.
For your safety.
Transfers your vital electrical loads to the energized source of power.
Can be installed inside or outside for maximum flexibility.
Mounts near your existing distribution panel for simple, low-cost installation.
• Auto/Manual/Off illuminated buttons Selects the operating mode and provides easy, at -a -glance status indication in any condition,
• Two-line LCD multilingual display Provides homeowners easily visible logs of history, maintenance and events up to 50 occurrences
• Sealed, raised buttons
Smooth, weather -resistant user interface for programming and operations.
• Utility voltage sensing
Constantly monitors utility voltage, setpoints 65% dropout, 80% pick-up, of standard voltage.
• Generator voltage sensing
Constantly monitors generator voltage to ensure the cleanest power delivered to the home.
• Utility interrupt delay
Prevents nuisance start-ups of the engine, adjustable 2-1500 seconds from the factory default setting of 5 seconds by a
qualified dealer.
• Engine warm-up
Ensures engine is ready to assume the load, setpoint approximately 5 seconds.
• Engine cool -down
Allows engine to cool prior to shutdown, setpoint approximately 1 minute.
• Programmable exercise
Operates engine to prevent oil seal drying and damage between power outages by running the generator for 5 minutes every
other week. Also offers a selectable setting for weekly or monthly operation providing flexibility and potentially lower fuel
costs to the owner.
• Smart battery charger
Delivers charge to the battery only when needed at varying rates depending on outdoor air temperature.
Compatible with lead acid and AGM -style batteries.
• Main line circuit breaker
Protects generator from overload.
• Electronic governor
Maintains constant 60 Hz frequency.
• SAE weather protective enclosure Sound attenuated enclosures ensure quiet operation and protection against mother nature, withstanding winds up to 150
mph. Hinged key locking roof panel for security. Lift -out front for easy access to all routine maintenance items. Electrostat-
ically applied textured epoxy paint for added durability.
• Enclosed critical grade muffler Quiet, critical grade muffler is mounted inside the unit to prevent injuries.
• Small, compact, attractive Makes for an easy, eye appealing installation, as close as 18" away from a building.
Installation System
• 1 ft (305 mm) flexible fuel line connector Absorbs any generator vibration when connected to rigid pipe,
• Direct -to -dirt composite mounting pad Complex lattice design prevents settling or sinking of the generator system.
0 Integral sediment trap Prevents particles and moisture from entering the fuel regulator and engine, prolonging engine life.

16/20/22 kW
Uenerator
Model
Rated Maximum Continuous Power Capacity (LP)
Rated Maximum Continuous Power Capacity (NG)
Rated Voltage
Rated Maximum Continuous Load Current — 240 Volts (LP/NG)
Total Harmonic Distortion
Main Line Circuit Breaker
Phase
Number of Rotor Poles
Rated AC Frequency
Power Factor
Battery Requirement (not included)
Unit Weight (ib/kg)
Dimensions (L x W x H) in/mm
Sound output in dB(A) at 23 it (7 m) with generator operating at normal load**
Sound output in dB(A) at 23 ft (7 m) with generator in Quiet-TesC" low -speed exercise mode**
Exercise duration
Engine
Type of Engine
Number of Cylinders
Displacement
Cylinder Block
Valve Arrangement
Ignition System
Governor System
Compression Ratio
Starter
Oil Capacity Including Filter
Operating rpm
Fuel Consumption
GENERAL
specifications
6007035-0,G007036-0,
G007038 -0,G007039-0
G007042 -0,G007043-0
G007037-0 (16 kW)
(20 kW)
(22 kW)
16,000 Watts*
20,000 Watts*
22,000
16,000 Watts*
18,000 Watts*
19.500
240
240
240
66.6/66.6
83.3/75
91.6/81.3
Less than 5%
Less than 5%
Less than 5%
70 Amp
1
100 Amp
1
100 Amp
1
2
2
2
60 Hz
60 Hz
60Hz
1.0
1.0
1.0
12 Volts, Group 26R 540 CCA Minimum or Group 35AGM 650 CCA Minimum
406/186
448/203
466/211
Cyclic cranking: 16 sec on, 7 rest (90 sec maximum duration).
48 x 25 x 29/1218 x 638 x 732
Starter cannot re-engage until 5 sec after engine has stopped.
66
66
67
58
58
58
5 min
5 min
5 min
Standard
GENERAL G -Force 1000 Series
Standard
2
2
2
999 cc
999 cc
999 cc
Internal Fault/Incorrect Wiring Protection
Aluminum w/ Cast Iron Sleeve
Common External Fault Capability
Overhead Valve
Overhead Valve
Overhead Valve
Solid-state w/ Magneto
Solid-state w/ Magneto
Solid-state w/ Magneto
Electronic
Electronic
Electronic
9.5:1
9.5:1
9,5:1
12 Vdc
12 Vdc
12 Vdc
Approx 1.9 gI/1.8 L
Approx. 1.9 gVi.8 L
Approx. 1.9 gV1.8 L
3,600
3,600
3,600
Natural Gas Ha/hr (ma/hr)
1/2 Load
218 (6.17) 204 (5.78) 216 (6.12)
Full Load
309 (8.75) 301 (8.52) 310 (8.78)
Liquid Propane tt3/hr (gal/hr) [I/hr]
1/2 Load
91.6 (2.52) [9.53] 86 (2.37) [8.99] 93.2 (2.56) [9.70]
Full Load
106.8 (2.94) [11.11] 129.6 (3.56) [13.48] 140 (3.87) [14.65)
Note: Fuel pipe must be sized for full load. Required fuel pressure to generator fuel inlet at
all load ranges - 3.5-7" water column (7-13 mm mercury) for natural gas, 10-112" water column (19-22 mm mercury)
for LP ga:,. For Btu content, multiply ft3/hr x 2500 (-P) or 1113/hr x 1000 (NG). For Megajoule
content, multiply ml/hr x 93.15 (LP) or ma/hr x 37.26 (NG)
2 -Line Plain Text Multilingual LCD Display
Simple user interface for ease of operation.
Mode Buttons:Auto
Automatic Start on Utility failure. 7 day exerciser.
Manual
Start with starter control, unit stays on. 0 utility fails, transfer to load takes place.
Off
Stops unit. Power is removed. Control and charger still operate.
Ready to Run/Maintenance Messages
Standard
Engine Run Hours Indication
Standard
Programmable start delay between 2-1500 seconds
Standard (programmable by dealer only)
Utility Voltage Loss/Return to Utility Adjustable (Brownout Setting)
From 140-171 V/190-216 V
Future Set Capable Exerciser/Exercise Set Error Warning
Standard
Run/Alarm/Maintenance Logs
50 Events Each
Engine Start Sequence
Cyclic cranking: 16 sec on, 7 rest (90 sec maximum duration).
Starter Lock -out
Starter cannot re-engage until 5 sec after engine has stopped.
Smart Battery Charger
Standard
Charger Fault/Missing AC Wanting
Standard
Low Battery/Battery Problem Protection and Battery Condition Indication
Standard
Automatic Voltage Regulation with Over and Under Voltage Protection
Standard
Under-Frequency/Overload/Stepper Overcurrent Protection
Standard
Safety Fused/Fuse Problem Protection
Standard
Automatic Low Oil Pressure/High Oil Temperature Shutdown
Standard
Overcrank/Overspeed (@ 72 Hz)/rpm Sense Loss Shutdown
Standard
High Engine Temperature Shutdown
Standard
Internal Fault/Incorrect Wiring Protection
Standard
Common External Fault Capability
Standard
Field Upgradable Firmware
Standard
"Sand levels are taken from the front of the generator. Sound levelstaken from other sides of the generator may be higher depending on installation parameters. Rating definitions - Standby. Applicable for supplying emergency power lot the duration
of the utility power outage. No overload capability is available for this rating. (All ratings in accordance with BS5514, IS03046 and DIN6271). ' Maximum kilovolt amps and current are subject to and limited by such factors as fuel 8lu/megajoule
content, ambient temperature, altitude, engine power and condition, etc. Maximum power decreases about 3.5 percent for each 1,000 feet (304.8 meters) above sea level; and also will decrease about 1 percent for each 6 "C (10"F) above 16 IC (60 "F).

16/20/22 kW
:--ted Circuits Switch Features
• 16 circuits, breakers not included.
• Electrically operated, mechanically -held contacts for fast, positive
connections
• Rated for all classes of load, 100% equipment rated, both inductive and
resistive.
• 2 pole, 250 VAC contactors.
• 30 millisecond transfer time.
• Dual coil design.
• Rated for both copper and aluminum conductors.
• Main contacts are silver plated or silver alloy to resist welding and sticking.
• NEMA/UL 3R aluminum outdoor enclosure allows for indoor or outdoor
mounting flexibility.
• Multi listed for use with 1" standard, tandem, GFCI and AFCI breakers from
Siemens, Murray, Eaton and Square D for the most flexible and cost effec-
tive install.
Dimensions
Height Width
Depth
H1 H2 W1 W2
in 26.75 30.1 10.5 13.5 6.91
mm 679.4 764.3 266.7 343.0 175.4
INUe Ranges
Conductor Lug Neutral Lug Ground Lug
1/0-#14 2/0-#14 2/0-#14
Service Rated Smart Switch Features
• Includes Digital Power Management Technology standard (DPM).
• Intelligently manages up to four air conditioner loads with no additional
hardware.
• Up to four more large (240 VAC) loads can be managed when used in
conjunction with Smart Management Modules (SMMs).
• Electrically operated, mechanically -held contacts for fast, clean connections.
• Rated for all classes of load, 100% equipment rated, both inductive and resis-
tive.
• 2 pole, 250 VAC contactors.
• Service equipment rated, dual coil design.
• Rated for both aluminum and copper conductors.
• Main contacts are silver plated or sliver alloy to resist welding and sticking.
• NEMA/UL 3R aluminum outdoor enclosure allows for indoor or outdoor mount-
ing flexibility.
Dimensions
Model
No. of Poles
Current Rating (Amps)
Voltage Rating (VAC)
Utility Voltage Monitor (Fixed)*
-Pick-up
-Dropout
Return to Utility*
Exercises bi-weekly for 5 minutes*t
UL Listed
Total Circuits Available
Tandem Breaker Capabilities
Circuit Breaker Protected
Available RMS Symmetrical
Fault Current @ 250 Volts
*Function of Evolution Controller
Exercise can be set to weekly or monthly
DEPTH -
GENERACO
switch options
0007035-0 (11110)
2
100
120/240,10
80%
65%
approx.15 sec
Standard
Standard
16
8 spaces
10,000
Model G007037.0 (16 kW)/G007039-0 (20 kW)/
200 Amps 120/240, 1e
Open Transition Service Rated
Height Width
H1 H2 W1 W2
Depth
2
in
26.75 30.1 10.5 13.5
6.91
mm
679.4 764.3 266.7 343.0
175,4
Model
No. of Poles
Current Rating (Amps)
Voltage Rating (VAC)
Utility Voltage Monitor (Fixed)*
-Pick-up
-Dropout
Return to Utility*
Exercises bi-weekly for 5 minutes*t
UL Listed
Total Circuits Available
Tandem Breaker Capabilities
Circuit Breaker Protected
Available RMS Symmetrical
Fault Current @ 250 Volts
*Function of Evolution Controller
Exercise can be set to weekly or monthly
DEPTH -
GENERACO
switch options
0007035-0 (11110)
2
100
120/240,10
80%
65%
approx.15 sec
Standard
Standard
16
8 spaces
10,000
Model G007037.0 (16 kW)/G007039-0 (20 kW)/
G007043-0 (22 kW)
No. of Poles
2
Current Rating (Amps)
200
Voltage Rating (VAC)
120/240,19
Utility Voltage Monitor (Fixed)*
-Pick-up
80%
-Dropout
65%
Return to Utility*
approx. 13 sec
Exercises bi-weekly for 5 minutes*
Standard
UL Listed
Standard
Enclosure Type
NEMA/UL 3R
Circuit Breaker Protected
22,000
Lug Range
250 MCM - #6
*Function of Evolution Controller
Exercise can be set to weekly or monthly
DEPTH -

GENERAC
16/20/22 kW available accessories
Model # Product Description
Generac's Mobile Link allows you to check the status of your generator from anywhere that you have ac -
G006463 -4 Mobile Link- cess to an Internet connection from a PC or with any smart device. You will even be notified via e-mail or
text message when a change in the generator's status occurs. Available in the U.S. only.
G005819-0 26R Wet Cell Battery Every standby generator requires a battery to start the system. General; offers the recommended 26R wet
cell battery for use with all air-cooled standby product (excluding PowerPact®).
dimensions & PCs
Dimensions shown are approximate. Refer to installation manual tot exact dimensions. DO NOT USE THESE DIMENSIONS FOR INSTALLATION PURPOSES.
LEFT BIDE VIEW
14"ti
FRONT%nM
Model
UPC
The pad warmer rests under the battery. Recommended for use if the temperature regularly falls below 0°F.
G007101-0
Battery Pad Warmer
(Not necessary for use with AGM -style batteries).
G007102-0
Oil Warmer
Oil warmer slips directly over the oil fitter. Recommended for use if the temperature regularly falls below
696471070385
G007039-0
0°F.
G007103-0
Breather Warmer
The breather warmer is for use in extreme cold weather applications. For use with Evolution controllers
696471070439
only in climates where heavy icing occurs.
Auxiliary Transfer Switch
The auxiliary transfer switch contact kit allows the transfer switch to lock out a single large electrical load
G005621-0
Contact Kft
you may not need. Not compatible with 50 amp pre -wired switches.
Fascia Base Wrap Kit
The fascia base wrap snaps together around the bottom of the new air cooled generators. This offers a
G007027-0 - Bisque
(Standard on 22 kW)
sleek, contoured appearance as well as offering protection from rodents and insects by covering the lifting
holes located in the base.
If the generator enclosure is scratched or damaged, it is important to touch-up the paint to protect from
G005703-0 - Bisque
Paint Kit
future corrosion. The paint kit includes the necessary paint to property maintain or touch-up a generator
enclosure.
G006485-0
Scheduled Maintenance Kit
Generac's scheduled maintenance kits provide all the hardware necessary to perform complete routine
maintenance on a General; automatic standby generator.
G006873-0
Smart Management Modules are used in conjunction with the Automatic Transfer Switch to increase its
Smart Management Module
power management capabilities. it provides additional power management flexibility not found in any other
(50 Amps)
power management system.
dimensions & PCs
Dimensions shown are approximate. Refer to installation manual tot exact dimensions. DO NOT USE THESE DIMENSIONS FOR INSTALLATION PURPOSES.
LEFT BIDE VIEW
14"ti
FRONT%nM
Model
UPC
G007035-0
696471070354
G007036-0
696471070361
G007037-0
696471070378
G007038-0
696471070385
G007039-0
696471070392
G007042-0
696471070422
G007043-0
696471070439
G E N E R AC z Generac Power Systems, Inc. - S45 W29290 HWY. 59, Waukesha, WI 53189 - generac.com
5,2016 Gene rac Power Systems, Inc. All rights reserved. All specifications are suoject to change without notice. Part No. 10000000194-D 10/24/16

• m
Scab 1'- W
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2. Sewer Collection Plan
3. Sewer Main Profiles
4. Large System Pion
M. v�„x Mal.w ex„
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6. Small Systen Plan
x,,.�1 monvaa
7. Small System Plan Detail Sheet
_
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s_syo� .,,„M,,,I
9. Watershed Plan
Mxama
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V CONTRACTOR `
SEPTIC TANK
B1mLlR 01.YE 0tN1ABF ABr nlfY fn,a: - .v �n i.m AMO PENETdiWKS - r56LW ..
wm ( aeewa ARE
To.SEAI£D r— FOR Fpr yN wpyLt rrtl
tt rn .sin : a ANO WATE0. TKAR. OEiUSER c •.nom
me Ana m.s mm r 1•COMPACTED PEA air SUPPORT
GRAVEL LEVELPN'i
COURSE
REQUIRED FLOW CALCULATIONS:
30 UdtE crn di irq 65 8edroans-
30 Grits -> 25 - 2 bdrm its I PUMPOUT STORAGE FOR SLUDGE CALCULATION^u SIA30FStFD YERAGE1m.be::ma;ROA.I�suottNmm
5-3bOm urxff �,,.,,a„«,,,,. �...�.. YR:._n_.. !!ba[4A;, .,C . .,,.yk Ra+,•.yr
65 . 126 gd./bedrm . 7.600 gpd. Flow = 7600 gpd. 6 mth, Pump O t = 1.5 R.:aa:.:(rva tr,xyP��m..., a(xp.:A a:waeocy>rsb:cA•w..•a.
Star.W R".'t = 78DO 1.5 => 11.700 gds I. -V0 a..N N a mRa(aa . em —p--
m.—
.r np--m.— tragi tb El.,. W Race of Tmk
Opera 9 «<a,rala(M Gam are W. n o amp• .neNa an mN aN nr u• axt
6FPiiC TANK SONG CALCULATIONs Operetkg U. = 1086.4 Bohan aF TGA = tO8D.9
Opgutin9 U. OmN = 66' a 5.5• !EAo-�Be auaAAlloAN: a ars mi oa.> ro ue aaA Neaa o ao:a n...amt. :,mmrerA. as aAa on Na
Frapomd SgBc Tak Arm al Tmk 312' a 11' . 26' = 286 d. r �` dw�; —•ter_. 6 .' ,.,a y ,1,wrq,., ro m. _•,. xo aa.�..«L,.rt n m e. maey.e �m Na
D* flow = 7800 gpd Vahma Pro idBG 286 1E 8.0' =2.288 cG a.Nm1„t spm ae m ee...ar
(7.80D ��dd • 1.17 SaWy rmtar)= 9.126 gds Vo1ma 6 Opwatirg Lard => 286 . 5.5 = 1573 d.Emp—A�I, UV L104 ane. a Nma.>m. m(a ur Lpd : Mn R:xN Ba .aaem(y MN w (mT+'1 uv Wn
uN 10AW 9d .00C t.* a 11.756 gds Nr AwNk N..A w PNr w w.w ur s a � d� °y;Na �:e. a ee. ae uwt u• nti.
11.768 pro.ded > 11.70D req,L th—f— •oC +• 1YN w+.• r t• tr. F Nsuna u,L a� armogl i ..•r e.... e:.
PRECAST TANK To BE USED
FOR HSMBR 9.04S
rANA �s To BE casrRucTm:
.M. o1m�,•1•m.
n.w. xsto.a . au.T' e.1P
HOUSING FOR UV LIGHT
W up,
TO DRIL�
H1rC
ocss
Fort
oawwacE
rsom
awal RN
PUMP
BLPPORT
woBNAm-tgrTosrnE
REOXVGbW OR
0 TO REMOVE
'
%
SHED
Generator
YV LIGHT
_
Electrical Cable
\`HSMBR
for Power Outages
_
MODEL 9.0 ----
CONTRACTOR
TO REMOVE
OLD SEPTIC
TANKS
h
O
n
._
SEPTIC TANK
B1mLlR 01.YE 0tN1ABF ABr nlfY fn,a: - .v �n i.m AMO PENETdiWKS - r56LW ..
wm ( aeewa ARE
To.SEAI£D r— FOR Fpr yN wpyLt rrtl
tt rn .sin : a ANO WATE0. TKAR. OEiUSER c •.nom
me Ana m.s mm r 1•COMPACTED PEA air SUPPORT
GRAVEL LEVELPN'i
COURSE
REQUIRED FLOW CALCULATIONS:
30 UdtE crn di irq 65 8edroans-
30 Grits -> 25 - 2 bdrm its I PUMPOUT STORAGE FOR SLUDGE CALCULATION^u SIA30FStFD YERAGE1m.be::ma;ROA.I�suottNmm
5-3bOm urxff �,,.,,a„«,,,,. �...�.. YR:._n_.. !!ba[4A;, .,C . .,,.yk Ra+,•.yr
65 . 126 gd./bedrm . 7.600 gpd. Flow = 7600 gpd. 6 mth, Pump O t = 1.5 R.:aa:.:(rva tr,xyP��m..., a(xp.:A a:waeocy>rsb:cA•w..•a.
Star.W R".'t = 78DO 1.5 => 11.700 gds I. -V0 a..N N a mRa(aa . em —p--
m.—
.r np--m.— tragi tb El.,. W Race of Tmk
Opera 9 «<a,rala(M Gam are W. n o amp• .neNa an mN aN nr u• axt
6FPiiC TANK SONG CALCULATIONs Operetkg U. = 1086.4 Bohan aF TGA = tO8D.9
Opgutin9 U. OmN = 66' a 5.5• !EAo-�Be auaAAlloAN: a ars mi oa.> ro ue aaA Neaa o ao:a n...amt. :,mmrerA. as aAa on Na
Frapomd SgBc Tak Arm al Tmk 312' a 11' . 26' = 286 d. r �` dw�; —•ter_. 6 .' ,.,a y ,1,wrq,., ro m. _•,. xo aa.�..«L,.rt n m e. maey.e �m Na
D* flow = 7800 gpd Vahma Pro idBG 286 1E 8.0' =2.288 cG a.Nm1„t spm ae m ee...ar
(7.80D ��dd • 1.17 SaWy rmtar)= 9.126 gds Vo1ma 6 Opwatirg Lard => 286 . 5.5 = 1573 d.Emp—A�I, UV L104 ane. a Nma.>m. m(a ur Lpd : Mn R:xN Ba .aaem(y MN w (mT+'1 uv Wn
uN 10AW 9d .00C t.* a 11.756 gds Nr AwNk N..A w PNr w w.w ur s a � d� °y;Na �:e. a ee. ae uwt u• nti.
11.768 pro.ded > 11.70D req,L th—f— •oC +• 1YN w+.• r t• tr. F Nsuna u,L a� armogl i ..•r e.... e:.
PRECAST TANK To BE USED
FOR HSMBR 9.04S
rANA �s To BE casrRucTm:
.M. o1m�,•1•m.
n.w. xsto.a . au.T' e.1P
HOUSING FOR UV LIGHT
W up,
TO DRIL�
H1rC
ocss
Fort
oawwacE
rsom
awal RN
PUMP
BLPPORT
woBNAm-tgrTosrnE
rxmmw9r'.arrust
Sirs=7�' �Gi7iTiR
OWN!=�
p� �Z
�; �gii¢
�s
SEPTIC TANK
B1mLlR 01.YE 0tN1ABF ABr nlfY fn,a: - .v �n i.m AMO PENETdiWKS - r56LW ..
wm ( aeewa ARE
To.SEAI£D r— FOR Fpr yN wpyLt rrtl
tt rn .sin : a ANO WATE0. TKAR. OEiUSER c •.nom
me Ana m.s mm r 1•COMPACTED PEA air SUPPORT
GRAVEL LEVELPN'i
COURSE
REQUIRED FLOW CALCULATIONS:
30 UdtE crn di irq 65 8edroans-
30 Grits -> 25 - 2 bdrm its I PUMPOUT STORAGE FOR SLUDGE CALCULATION^u SIA30FStFD YERAGE1m.be::ma;ROA.I�suottNmm
5-3bOm urxff �,,.,,a„«,,,,. �...�.. YR:._n_.. !!ba[4A;, .,C . .,,.yk Ra+,•.yr
65 . 126 gd./bedrm . 7.600 gpd. Flow = 7600 gpd. 6 mth, Pump O t = 1.5 R.:aa:.:(rva tr,xyP��m..., a(xp.:A a:waeocy>rsb:cA•w..•a.
Star.W R".'t = 78DO 1.5 => 11.700 gds I. -V0 a..N N a mRa(aa . em —p--
m.—
.r np--m.— tragi tb El.,. W Race of Tmk
Opera 9 «<a,rala(M Gam are W. n o amp• .neNa an mN aN nr u• axt
6FPiiC TANK SONG CALCULATIONs Operetkg U. = 1086.4 Bohan aF TGA = tO8D.9
Opgutin9 U. OmN = 66' a 5.5• !EAo-�Be auaAAlloAN: a ars mi oa.> ro ue aaA Neaa o ao:a n...amt. :,mmrerA. as aAa on Na
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7

N t
4
Water Resources
ENVIRONMENTAL QUALITY
June 09, 2017
Mr. Mark A. Rowe &
Hugh A. Rudizell
Eden Mobile Home Park
5412 Eden Lane
Cover, NC 28613
Subject: NPDES Permit Application
Permit#: NCO089711
Eden Mobile Home Park
Catawba County
Dear Permittee:
ROY COOPER
Goveraoi
MICHAEL S. REGAN
Seci elan
S JAY ZIMMERMAN
Duecro,
The Water Quality Permitting Section acknowledges receipt of your permit modification and
supporting documentation received on June 09, 2017. The primary reviewer for this permit
application is Derek Denard.
Central and Regional Office staff will perform a detailed review of the provided application
and may contact you with a request for additional information if necessary. To ensure the
maximum efficiency in processing permit applications, the Division of Water Resources requests
your assistant in providing a timely and complete response to any additional information requested.
Please note that processing standard review permit applications may take as long as 60 to 90
days after receipt of a complete application. Please refer to the above application number when
making inquiries on this project. If you have any questions, please contact Derek at 919-807-6307,
or via e-mail at [e-mail].
cc Mooresville Regional Office
Permit File NCO089711
Sincerely,
W r&. -v Ttieol�o 0r
Wren Thedford
Wastewater Branch
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-807-6300