NCG551638_Application Submittal_20140924

BCSC
BATEMAN CML SURVEY COMPANY
Bateman Civil Survey Company; PC
200 North Main Street
Holly Springs, NC 27540
September 24, 2014
Mr. Charles Weaver
NCDENR — Division of Water Quality
512 N. Salisbury Street
Raleigh, NC 27604
RE: NPDES Notice of Intent for
7846 Amesbury Road, Fayetteville, NC 28311
BCS Project #: 140370
Dear Mr. Weaver:
DENR-FRO
OCT 0 2 "2014
I�3
Phone: [phone]
Fax: [phone]
[e-mail]
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4 ti : 8t,1;,.A4
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NIPOF.:S
RECEIVED/DENR/DWR
SEP 2 4- 2014
Water Quality
Permitting Section
On August 2nd 2014, we submitted a Notice of Intent application and application fee for 7846
Amesbury Road. We are resubmitting the application with the full design and attachments.
Attached please find three copies of Notice of Intent application planned for a three bedroom
single family home to be located at 7846 Amesbury road in Cumberland County, N.C. The
package includes a completed Notice of Intent application for coverage under NCG550000 for
single-family domestic units, the full wastewater design with accompanying documentation.
The site consists of a 0.56 acre lot and does not meet the setbacks required for a spray or
surface drip system. The nearest municipal wastewater collection system is the City of
Fayetteville system. The closest connection is approximately 22,226 feet from the residence.
The cost to connect to the system is estimated to be a minimum of $1,600,000. This estimate
uses a cost to construct a gravity main for this distance of $60/foot and a cost for a pump
station of $300,000 (minimum).
If you have any questions or comments regarding this application please contact us by phone at
[phone].

Sincerely,
BATEMAN CIVIL SURVEY COMPANY, PC
fradre64---
Matt Burdette
Sr. Environmental Specialist
7846 Amesbury Road
BCS Project #: 140370
09/24/14
Page 2 of 2
BATEMAN CIVIL SURVEY COMPANY, PC
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SEP 2'4 2014
WaterQuality. Permitting Section

Fayetteville Regional Office - SWP Staff Report Form \
To:
Derek Denard ,
Verify permit Information against BIMs Information. Note any corrections required. \
Permit Number
Permittee
Roundpoint 4sset Management, Inc
Facility Name
7846 Amesbury goad
Facility County
Cumberland
Regional Office
Fayetteville
RO Contact person
Mark Brantley
Date
11/21/2014
Facility Location
17846 Amesbury Road, Fayetteville, NC 28311
Status of existing treatment:
'Failing drain field for existing septic tank system.
Discharge Point(s):
Latitude
Longitude
Waterbodv:
Receiving Stream
UT to Little River
Stream Classification
Class C
River Basin
Cape Fear River
Sub -basin
Stream Index
18-23-(24)
Maximum flow
[360 GPD
Last inspection
This is a proposed treatment process for this location.
Review Special Conditions
Alternatives:
none
Spray irrigation
Regional sewer connection
Subsurface
Other disposal options
Recommendation: Deny
Ettiuent tram proposed treatment system virus aramfrom the ba k-cdrner of the
property through some rip rap before entering into a "dry ditch of a UT to the Little
River" under normal conditions. Discharging treated wastewater to this "dry ditch"
is not the best scenario for the Waters of the State or the environment. The "dry
receiving ditch" also borders several properties along its path to the Little River.
Also there is a potential public health concern with this system discharging in a
residential area. The FRO is concerned about kids playing in the discharge area
and coming in contact with effluent. If permitted, we would highly recommend
language in the permit that a maintenance agreement be set up with a reputable
company.
Supervisor approval:
&t4WO Ai %4'kt7D

• Fayetteville Regional Office - SWP Staff Report Form
To:
Derek Denard
Verify permit Information against BIMs Information. Note any corrections required.
Number
Permittee
Roundpoint Asset Management, Inc
Facility Name
Facility Name
7846 Amesbury Road (-610Permit
7846 Amesbury Road (—(/L
Facility County
Cumberland
Regional Office
Fayetteville
RO Contact person
Mark Brantley
Date
11 /21 /2014
Facility Location
7846 Amesbury Road, Fayetteville, NC 28311
Status of existing treatment:
Failing drain field for existing septic tank system.
Discharge Point(s):
Latitude
Longitude
Waterbody:
±I ; o t<
uoL
Receiving Stream
UT to Little River ; y �� Gu
Stream Classification
Class C WmO r' Inc c co:,
River Basin
Cape Fear River go 00 C 0 ur,11
Sub -basin
I rnct K file , r
Stream Index
18-23-(24) I d i 0'1'
cc`%5 .(-
Maximum flow 360 GPD
Last inspection This is a proposed treatment process for this location.
Review Special Conditions
Alternatives:
none
Spray irrigation
Regional sewer connection
,
Subsurface
o
Other disposal options
4ce we s07.ti y
P y p '� °�
not ° eewl'', ' ° `,'' '
cite w1 Loge,,,n
w4eh ../ does PL° f w°tu,
Recommendation: Deny
ray'", t° Z? CCtP�✓! `"
/ din/ gt-` word f , s,
Effluent from proposed
property through
River" under normal
is not the best
011ut
treatment system will drain from the back corner of the
some rip rap before entering into a "dry ditch 'of a UT to the Little
conditions, Discharging treated wastewater to this "dry ditch',
scenario for the Waters of the State. or the environmentdue-to-the(
-f re-m �nT,�.r to t4reatm�T en is. The "dry
'ctem�•
� �II o� borders several properties along its path to the Little River.
•u61ic`health concern with this -system discharging in a residential
receiving ditc
Also there is
area.
• h-the-effluent-and-become-sick.
discharge area
cerned-that + se _the-area-may-come-in-cont�cc,t
E-speeially�concerned about kids playing in the
and in contact with effluent.
(coming
.i berm Zf 1-h47- CU mco•n knene,� a'c ill- be sat- �( }2 �;
a re_ pa %J)/e_ Co ri 13' '► ( `Choi, tr-i- )f '
Supervisor approval:
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ey {v-'is

IVA
NCDENR
Division of Water Resources
National Pollutant Discharge Elimination System (NPDES)
Application for Coverage Under General Permit
NCG550000
Single Family Residences andlor facilities discharging
< 1000 gallons per day of domestic wastewater
NOTICE OF INTENT
[Required by 15A NCAC '02H A 127(d)J: [term definition see 15A NCAC 02H :0103(19)]
(Press TAB to navigate form)
FOR AGENCY USE ONLY
Date Received
Year
Month
Day
aoI4
og
a9 .
Cerhficaie of Coverage. ,
N C G
5
511
(Q 3 Fj
Check #
__,�Amount.
II •
AssignedTo:17e,(e,1L, 4,rNatf'ei.
1. Regional Office contact (Please note: This application will be returned if you have not met with a
representative from the appropriate regional office.):
Please list the NCDENR Regional Office representative(s) with whom you have met:
Name(s): Belinda. Henson Phone Call
Date: 8/14/2014
2.. Mailing address of owner/operator:. (address to'which all correspondence should b eAl,
ENEDIDEN
Owner Name Roundpoint Asset Management, Inc Attn: Lee Herrera �KC�
Street Address PO Box 87203
City Fayetteville State NC Zip28304 -
Telephone # (H) 910-829-9405 Telephone # (W)
Cell/Mbbile # 91047642,68 Email [e-mail]
3. Location of facility producing discharge: (Iffacility is not yet constructed, give:str•eet address or lot #)
Street Address 7846'Atriesbury Road ���
City Fayetteville State NC Zip 28311 - lVE�
County Cumberland
Telephone # Cell/Mobile # SEP - 5 2014
4. Physical location information: DENR—FAYErT
EVILLEREGIONAL OFFICE
Please provide a narrative description of how to get to, the facility (use street names, state road numbers, and distance
and direction, from a roadway .intersection). From downtown Fayetteville take Ramsey St. north to Elliot Bridge
rd then turn right on to Whispering pines rd then turn right on to Ainesbury rd. stop at the forth house on the
left 7846 Amesbury rd.
5. This NPDES permit application applies." to which of the following :
❑ New [term definition see I SA NCAC 02H .0103(16)] or Proposed (system not constructed)
AUG2.92°I4
WR
VJatet �,t�anty
Permitting Section
n
[2 Existing [term definition see 15A NCAC 02H .0103(11)1; if previously permitted by local or county heajt'h
department, -please -provide the .permit -number see attached denial letter ,`
and issue date Click here to enter a date. ra �.
❑ Modification; please describe the nature of the modification: (• � 4a . .
j. f.r
.1
to
0 .,� v'
Page 1 of 4
`'Revised 9/1113;

NCG550000 New Application
6. Description of Discharge: [Required by 15A NCAC 02H .0105(c)(1)]
a). Amount of wastewater to be discharged:
Number of bedrooms 3,x 12Q gallons per bedroom 360
360 gallons per -day to be permitted
b), Type of facility producing waste (please check
;Primary residence • ❑ Vacation/second home
❑. Other:
7. Please. check the 'components that comprise the wastewater treatment system:
[Required by 15A.NCAC 02H .O.105(c)(3)]
Septic tank' ❑ Dosing tank
❑ Primary sand filter ❑ Secondary sand filter ® Recirculating Sand filter(s)
❑ Chlorination- ,❑ Dechlorination ® Other form of disinfection: UV
❑ Post Aeration (sped type)
8; For new or proposed systems only - Please address the feasibility: of alternatives to discharging for the
following options in the cover letter for this app lication:
[Evaluation,required by G.S. § 143-215.1(6)(5)(a) and 1SA NCAC 02H .0105(c)(2)1
a) Connection to a Regional or Municipal Sewer Collection System.
b) Letter -from local or county health department describing the suitability or non -suitability of the site for all types of
wastewater ground adsorption and innovative non -discharge systems. Document the repair potential of the failed.
system.
c) Land Application such as spray irrigation or drip irrigation.
9. .Receiving waters: [Required by 15A NCAC 02H .0105(c0(1)J
a) What is the name of the body, or bodies of water (creek, stream, river, lake,etc.) that the facility wastewater
discharges end up in? UT to Little River
b) Stream Classification (if known):
10. The application must include the following or it will be returned, as allowed by 15A NCAC 02H .0107(b):
a) For Certificates of Coverage:
® An original letter and two (1) copy requesting coverage under NCG550000.
® A signed and completed original and one copy of this Notice of Intent Application.
® A check or money order for the permit fee of $60.00 [per G.S. & 143-215.3(a)(lb)] made payable to NCDENR.
❑ Invoice:showing that the septic tank has been pumped and serviced within the last 12 months (only when
existing service tank will be used).
Page 2 of 4
Revise 9/1 /13

NCG550000 New Application
New or proposedfacilities .must also include:
❑ Letter from, the county health department evaluating the proposed site for all types of ground absorption and
innovative non -discharge systems. Document the repair potential of the failed system.
❑ Evaluation of connection to a:regional sewer system (approximate distance &cost.to connect).
❑ Provide a 7Q10 flow estimateat the proposed wastewater discharge point from the US Geological Survey (919-
571-4000)
b) For an Authorization to Construct (ATC) only: (Note: There is no :fee for an ATC)
❑ A letter requesting an ATC
❑ Three sets of plans and specifications (required by 15A NCAC 024 .0138) of proposed treatment system (see
Permit Application Checklist and.Design Criteria for Single Family Discharge)
❑ Invoice showing that. the septic tank has been pumped and serviced within the last 12 months (only when
existing septic tank will be used):
Additional Application Requirements:
a). If this application is being submitted by a consulting engineer (or engineering firm), include
documentation from the applicant showing that the engineer (or firni) submitting the application has
been designated an authorized Representative of the applicant, per 15A.NCAC 02H .0138(b)(i).
b) If this application is being submitted .bya consulting engineer (or engineering firm), final plans for the
treatment system must be signed arid` sealed by a North Carolina_ registered Professional Engineer and
stamped —"Final Design - Not released for construction;" per 15A NCAC 02H .0139.
c) If this application is being submitted by a consulting engineer (or engineering firm),. final specifications
for all major treatment components must be signed and sealed by a North Carolina registered
Professional Engineer and shall include a narrative description of the treatment system to be
constructed; per 15ANCAC 02H .0139.. •
Page 3 of 4 Revised 9/1/13

;NCG5500.00';New Application
CERTIFICATION;
1 certify.that 1 am familiar with Ale information contained in this application and that to thebest of my
knowledge and belief such: information is true, complete, and accurate.
Printed Name of Person Signing: '
Title: 2 Z,e:G ..` C t,ter4-::...: /4'r
(Please review 15A NCAC 02H .0106(e) for authorized signing officials)
:(S►gnat' e of , .p WOO' .
North Carolina' Generall:Statute S 143-215:61i provides; that:
Any person who knowingly makes, any false statement representation; gr certification: in any.appl cation, record, report;, plan, or other
document filed or required to'oe maintained Under this Article, or a• rule. implementing this Article;; or who knowingly tnoKep a false
'statement of a material fact in a.rulemaking proceeding .or contested•case:under'this Article:- orWho'falsifies 10rOort with; or'..:
knowingly renders inaccurate:any recording Or monitoring device, or method required to be operated or maintained under this Article . •
• or rules of the Commissionimplementing this Article;, shall be guilty' of a Class 2 misdemeanor which may include,. a fine -riot ,to • • •
exceed ten, thousand dollars ($10;000) • 18 U.S.C. Section .9001-:provides a punishment by a fine..or imprisonment not more than 5.
years, :orboth;• for a similar offense.
Click here to enter a
(Date: Signed)
e:
Application "nust,be accompanied'by a' check.or. nioney order.. for S60;00.[perG.S._ § :14=3-215.3(a)(lb)1
made' payable to:
NCDENR
•••:••
......... .
Mail this application and one copy of the entire package (with check) .to:
NC DENR %.D WR./ Water Quality Permitting Section
1.617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attn Charles Weaver:
Note: The submission of this document does not guarantee the issuance of an NPDES permit
Revised 9/1/13

SCANNED
OUNTY':of. �:UMB
E. Newton Smith Public Health Center
October 6, 2005
To Whom It May Concern:::
ocated at 7846 Amesbury Road has a.fai ing on' site, waste` water
The property:l ..... on ties: ro erty on.6�13=�3.by ��.;
condiicted _ pr p n -
aite:and soil evaluation.was .. . ,. ti=� ;� roe ��has•a;.non=
s sterii. 'A .. ef=., _..,.A4 r ` , rty.. .._
Y e de ue4 T s p
ha' soil scienris .10 / Eeu; t 1 r
AjmaTHes am; ... _ ,. .��...� �- avail�lile-space.�.
stem,due to soil .wetness ands
rrel�I'able:on�site�was'te�wateir:.sy
If I cari be of further assistance please eall: me„at [phone];. 8;00
1:00:- pm
., Monda Friday:.
1:30-or:4:30 — :. p.:
.Very billy yours,.
•
6529
Fo untainhead:Lane' Fayeueville, North Carolina 28301 • Phone:[phone] Fax (910) 433=3
227

BATEMAN CIVIL SURVEY COMPANY
Bateman Civil Survey Company, PC
200 North Main Street
Holly Springs, NC 27540
August 27, 2014
Mr. Charles Weaver
NCDENR — Division of Water Quality
512 N. Salisbury Street
Raleigh, NC 27604
RE: NPDES Notice of Intent for
7846 Amesbury Road, Fayetteville, NC 28311
BCS Project #: 140370
Dear Mr. Weaver:
Phone: [phone]
Fax: [phone]
[e-mail]
RECEIVED/DENR/DWR
AUG 29 2014
vvattn Uuality
Permitting Section
Attached please find three copies of Notice of Intent application planned for a three bedroom
single family home to be located at 7846 Amesbury road in Cumberland County, N.C..The
package includes a completed Notice of Intent application for coverage under NCG550000 for
single-family domestic units and an agent authorization letter.
Bateman Civil Survey has been retained to design a repair system consisting of an septic tank,
and an Advantex Pretreatment system, with controls and splitter valve, a UV unit providing
secondary treatment and disinfection prior to final disposal, and final disposal is provided by
gravity flow from the UV unit to a rip -rap disposal pad. Details of the treatment system will be
submitted in the next two weeks.
The site consists of a 0.56 acre lot and does not meet the setbacks required for a spray or
surface drip system. The nearest municipal wastewater collection system is the City of
Fayetteville system. The closest connection is approximately 22,226 feet from the residence.
The cost to connect to the system is estimated to be a minimum of $1,600,000. This estimate
uses a cost to construct a gravity main for this distance of $60/foot an''d a cost for a pump
station of $300,000 (minimum).

7846 Amesbury Road
BCS Project #: 140370
08/27/14
Page 2 of 2
If you have any questions or comments regarding this application please contact us by phone at
[phone].
Sincerely,
BATEMAN CIVIL SURVEY COMPANY, PC
Matt Burdette
Sr. Environmental Specialist
BATEMAN CIVIL SURVEY COMPANY, PC
Brian J. Kra�ru� P.E.
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NPDES Septic System Design
for
7846 Amesbury Road — Fayetteville, North Carolina
Designed by:
Matt Burdette
Bateman Civil Survey Company, PC
200 North Main Street, North Carolina 27540
BCSC Project #: 140370
RECEIVED/DENR/DWR
SEP 2 4 2014
Water Quality
Permitting Section
September 2014

7846 Amesbury Road — Fayetteville, North Carolina
Table of Contents
Notice of Intent Application 1
Agent Authorization Form 5
Cumberland County Denial Letters 6
System Specifications 11
Control Panel Specifications - 16
Effluent Pump Specifications - 19
Biotube Pump Vault Specifications 23
Effluent Filter Specifications 25
Chlorinator / De -chlorination Specifications 27
Attachments
Site Plan / Location Map
Pretreatment Disinfection and Disposal Details
AdvanTex Installation Manual
Sheet 1
Sheet 2

NCDENR
Division of Water Resources
National Pollutant Discharge Elimination System (NPDES)
Application for Coverage Under General Permit
NCG550000
Single Fancily Residences and'or facilities discharging
< 1000 gallons per day of domestic wastewater
NOTICE OF INTENT
[Required by 15A NCAC 02H .0127(d)]; [term definition see 15A NCAC 02H .0103(19)]
(Press TAB to navigate form)
FOR AGENCY USE ONLY
Date Received
Year
Month
Day
Certificate of Coverage
N C G
5 5
Check r I Amount
Assigned To:
1. RegionaI Office contact (Please note: This application will be returned if you have not met with a
representative from the appropriate regional office.):
Please list the NCDENR Regional Office representative(s) with whom you have met:
Name(s): Belinda Henson Phone Call
Date: 8/14/2014
2. Mailing address of owner/operator: (address to which all correspondence should be mailed)
Owner Name
Street Address
City
Telephone # (H)
Cell/Mobile t
Roundpoint Asset Management, Inc Attn: Lee Herrera
PO Box 87203
Fayetteville State NC
910-829-9405 Telephone # (W)
9104764268 Email
Zip28304 -
[e-mail]
3. Location of facility producing discharge: (Iffacility is not yet constructed, give street address or lot #)
Street Address
City
County
Telephone 4
7846 Amesbury Road
Fayetteville
Cumberland
State NC Zip 28311 -
Cell/Mobile 4
4. Physical location information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and distance
and direction from a roadway intersection). From downtown Fayetteville take Ramsey St. north to Elliot Bridge
rd then turn right on to Whispering pines rd then turn right on to Amesbury rd. stop at the forth house on the
left 7846 Amesbury rd.
5. This NPDES permit application applies to which of the following
❑ New [term definition see 15A NCAC 02H .0103(I6)] or Proposed (system not constructed)
® Existing [tertn definition see 15A NCAC 02H .0103(11)]; If previously permitted by local or county health
department, please provide the permit number see attached denial letter
and issue date Click here to enter a date.
❑ Modification; please describe the nature of the modification:
Page 1 of 4 Revised 9/1/13

NCG550000 New Application
6. Description of Discharge: [Required by ISA NCAC 02H .0105(c)(l)]
a) Amount of wastewater to be discharged:
Number of bedrooms 3 x 120 gallons per bedroom = 360
360 gallons per day to be permitted
b) Type of facility producing waste (please check one):
N Primary residence ❑ Vacation/second home
❑ Other:
7. Please check the components that comprise the wastewater treatment system:
[Required by 15A NCAC 021-1 .0105(cl(3)]
Septic tank ❑ Dosing tank
❑ Primary sand filter ❑ Secondary sand filter
❑ Chlorination ❑ Dechlorination
❑ Post Aeration (specify type)
8. For new or proposed systems only - Please address the feasibility of alternatives to discharging for the
following options in the cover letter for this application:
[Evaluation required by G.S. S 143-215.1(b)(5)(a) and ISA NCAC 021-I .0105(c)(2)]
a) Connection to a Regional or Municipal Sewer Collection System.
b) Letter from local or county health department describing the suitability or non -suitability of the site for all types of
wastewater ground adsorption and innovative non -discharge systems. Document the repair potential of the failed
system.
N Recirculating sand filter(s)
N Other form of disinfection: UV
c) Land Application such as spray irrigation or drip irrigation.
9. Receiving waters: [Required by 15A NCAC 02H .0105(c)(1)]
a) What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility wastewater
discharges end up in? UT to Little River
b) Stream Classification (If known):
10. The application must include the following or it will be returned, as allowed by 15A NCAC 02H .0107(b):
a) For Certificates of Coverae.e:
N An original letter and two (1) copy requesting coverage under NCG550000.
• A signed and completed original and one copy of this Notice of Intent Application.
N A check or money order for the permit fee of S60.00 [per G.S. I43-215.3(al(lb)] made payable to NCDENR.
❑ Invoice showing that the septic tank has been pumped and serviced within the last 12 months (only when
existing service tank will be used).
Page 2 of 4 Revised 9/1/13

NCG550000 New Application
New or proposed facilities must also include:
❑ Letter from the county health department evaluating the proposed site for all types of ground absorption and
innovative non -discharge systems. Document the repair potential of the failed system.
❑ Evaluation of connection to a regional sewer system (approximate distance & cost to connect).
❑ Provide a 7Q 10 flow estimate at the proposed wastewater discharge point from the US Geological Survey (919-
571-4000)
b) For an Authorization to Construct (ATC) only: (Note: There is no fee for an ATC)
❑ A letter requesting an ATC
❑ Three sets of plans and specifications (required by I5A NCAC 02H .0138) of proposed treatment system (see
Permit Application Checklist and Design Criteria for Single Family Discharge)
❑ Invoice showing that the septic tank has been pumped and serviced within the last 12 months (only when
existing septic tank will be used).
Additional Application Requirements:
a) If this application is being submitted by a consulting engineer (or engineering firm), include
documentation from the applicant showing that the engineer (or firm) submitting the application has
been designated an authorized Representative of the applicant, per 15A NCAC 02H .0138(b)(1).
b) if this application is being submitted by a consulting engineer (or engineering firm), final plans for the
treatment system must be signed and sealed by a North Carolina registered Professional Engineer and
stamped - "Final Design - Not released for construction;" per 15A NCAC 02H .0139.
c) If this application is being submitted by a consulting engineer (or engineering firm), final specifications
for all major treatment components must be signed and sealed by a North Carolina registered
Professional Engineer and shall include a narrative description of the treatment system to be
constructed; per 15A NCAC 02H .0139.
Page 3 of 4 Revised 9/1/13

INUU55000U 1New Application
CERTIFICATION
1 certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing:
Title: 2 /°•4 t
(Please review 15A NCAC 02H .0106(e) for authorized signing officials)
Click here to enter a Elate.
(S•
igrratrre of rp want) (Date Signed)
North Carolina General Statute S. 143-215.6B provides that:
Any person who knowingly makes any false statement representation, or certification in any application, record, report, plan, or other
document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or
knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article
or rules of the Commission implementing this Article, shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed ten thousand dollars ($10,000). 18 U.S.C. Section 1001 provides a punishment by a fine or imprisonment not more than 5
years, or both, for a similar offense.
Application must be accompanied by a check or monev order for S60.00 fper G.S. § 143-215.3(a)(1 b)1
made payable to:
NCDENR
• • ♦ ♦ ♦
Mail this application and one copy of the entire package (with check) to:
NC DENR / DWR / Water Quality Permitting Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attn: Charles Weaver
Note: The submission of this document does not guarantee the issuance of an NPDES permit
Page 4 of 4 Revised 9/1/13

BATEMAN CiV{L SURVEY:COMPANY
Bateman Civil Survey Company, PC
200 North Main Street
Holly Springs, NC 27540
AGENT AUTHORIZATION FORM
NPDES Permits Unit
Division of Water Resources
512 N. Salisbury Street
Raleigh, North Carolina 27604
To Whom It May Concern:
Phone: [phone]
Fax: [phone]
[e-mail]
By signing below, the current property owner gives representatives of Bateman Civil Survey
Company permission to act as their authorized agent for the purpose of obtaining a single family
discharge permit under the general permit NCG550000.
Project Name: 7846 Amesbury Road
BCSC Project #: 140370
Current Property Owner or Easement Holder:
Name: Lee Herrera Roundpoint Asset Management Inc.
(include contact person if a corporation, partnership, or government)
Mailing Address: PO Box 87203
Fayetteville, North Carolina 28304
Telephone: [phone] Fax:
Signal Ze-e , yede4e,i
Print Name (include title, if appropriate)
Date

SCANNED
COUNTY of CUMBERLAND
E. Newton Smith Public Health Center
October 6, 2005
To Whom It May Concern:
ing on
The property located at 7846 Amesburyct� on this propoad has a lerty on 6 t13 03 by Mr.
e waste water
system. A site and soil evaluation was con ro as a: non
' =re'
y� rtT�ere air .quest,was"denieci�T�iis:p��P��?;Y=r
Ajmal Heshaam, soil scientist. 4;r;. ;;,- p.�.,,;_
;;repairable:on site; Taste Water systemnd avazla 1e space,
If I can be of further assistance please call me at [phone], 8:00 — 9:00 am,
1:00 — 1:30 pm, or 4:30 — 5:00 pm, Monday — Friday.
Very truly yours,
DS/bac
Danny Soles •
Environmental Health Supervisor
227 Fountainhead Lane • Fayetteville, North Carolina 28301 Phone [phone] Fax [phone]

CUMBERLOD COUNTY HEALTH DEPARTMENT
ENVIRONMENTAL HEALTH DIVISION
227 FountainheEld'Lane
Fayetteville, NC 28301
Phone [phone]
1 1-
SCANNED
, n
(SEPTIC TANK) IMPROVEMENTS PERMIT AND:CERTIFICATE OF COMPLETION
PERMIT VALID FOR 60 MONTHS FROMATE OF ISSUANCE,
.OWNER /OCCUPANT
ADDRESS 7846 AMESBURY RD.
ACCOUNT NUMBER:
REMARKS -
LOCATION
VISION -NAM#-'ELLERSLIE.
FAYETTEVILLE
25564-
,• • ,•,
7846 AMESBURY RD
MATEY, MARTIN- OR PAT \
NC 28301
-90USE.141 :MOBILE HOME ( 1 BUSINESS [ ] OTHER I
?..16.FibIltat*S/F1401P7 3
•
$:oi17k OAP '
Site dlkation,
- ' REPAIR PERMIT
:Size of :''SelAj.c, Tank 0 'GalNitrification .
Linep' .00 :sq.
No. o'lineth I 2/50 X 3' -
:W.eter Sqp:plyF instalqed Ye. Approved Yes
No . X No
SEWAGE..=SYSTEM,----
,
A14, FNR-TpA)v-IAGE SYSTEM-44JST 'BE- AT, LEAST
TratiTi
.6.(21LE
!MA
RAFJ
0.T-
a /2
WIVIA.Y(iiTTP14060aWi' THE 0wNpRC-7-4pqR-013 TO
.CONE'OM
,t04 )T AND .BOARD.,,OF "
HALT:REd014titON*; •
tisTA4g -CAUEil,A1A:RRYL /
- -
pEt...arTdAtE OF cOmPtETVIali
rsuant to krticla 11 of C4apter,-1-31:1 ,zot` ti
•
Coll*ItIl a:flit, dad D. ipos?.1Sit.4:4:.ROles-
zhrlifi-e; 1
PERMIT NO
DATE: 01/30/1i
*-13 2
INSP.START DT: 01/30/5
TNsp • COUP. DT: brt.a574
THIS
G. S,•TI-1RJS-'.
-PEP , 6R11..11c,E,
WAGE
}( •
)5. ,
)c.:44)‹ • 5-d
-7tattiitrW-1
ofb P&C.L.7,9_7m4
• • • , • • • •
?cc'A5?1c,-
. .
and:
1900deulabd Couiftl-Aoai.
, • . •
*PI*-
•

227 Fountainhead Lane
Fayetteville NC 28301-
[phone]
-,•. • • — • -
sc_NNED03-3W-a
Applit stion Date: 3/16/200e
Reason(s) for Appliication': REPAIR -EXISTING SYSTEM
Pin Number: 0543-07-3398
Site Address: 7846 AMESBURY ROAD Fayetteville NC 28301
Subdivision Lot: Phase: Section:
❑ vacant [;) Occupied
APPLICANT I)tiFURMATIOU:
Name: EDINA AMUNDSEN Applicant Status: Corrtrador / Builder
Phone: [phone] Mt. Phone:
Address: 3811 SYCAMORE DAIRY ROAD Fayetteviie NC 28303
Type of Wetl: Drilled
0 Bedroom :.3
Year Howse Built 1986
Type of Estabkshment: Residential
Square Forage: 16Cp0
Date Property Origkwdy Deeded Recorded:
D APPROVED 0 DENIED
[j Plat J Property Approved Con/Malay by Planning Department
0 Property Zoned Zoning Permit No.: 0
«a CLEARLY STAXE AU. CORNBRS AND UNES Of THE PROPERTY' STAKE AIL CORNERS OF Alt PROPOSED
STRUCTURES. SURVEY PLAT OR SITE PLAN MUST De ATTACHED TO THIS APPLICATION@ **
alto* (0) If a Local Health Department repeated
pp�ttL, then Depsrtttxent o rO ment7i Health Naomi Rewu c may wthhord nitric hearth fund n that loot health dfalls to issue or deny Imonwement termite for conventional septic tank Wane within Oar( epartmentdays of �v' gat eted
aleo
means, for sebdivsaa,o, lots approved by the local planning auttioribt and recorded with the County Register of Drams, a copy of the recorded subdivision plat flat Is drawn to Kale.,
I berth', make application to the Cumbedand County Meath Department for a site evvaivadon for the on-dte sewage disposal system for the above-K.-embed
property.
1 agree that the contents of this application are true and represent the maximum facilities to be placed on the property. I understand if the site is
and
altered, or the irtterixled use changes, the permit raml become invalid. I understand that as applicant, mberland County Health corttiu� theirslbla for ur iderttify�tConail�lur�ders�tarx! that i
PertY
Ones and ndbmake the site accessiblethe foreat tthD pason�offmyy ply contains wetlands designated by the Army Corp of Engineers, and if the site Is
am responsive for notifying , Health Department
sublet to approved by othe' —
Application Number: 2006-399
THIS IS NOT A PERMIT
PLEASE NOTE1
If the Information in the appecanon for an
improvement permit is falsified, ctwnge d or the site
;s alters, then the improvement Permit and •
Authorization to Construct shall become invalid.
Copy of Zoning Permit or Zoning Status Form from
County Zoning Office MUST BE SUBMITTED with
Application For Sod Evattaiioris.
• A plat drawn by a Regratered Lard Surveyor (RLS)
to a scale of 1 Inch e,;x:ak no more than 60 feet Is
valid with expiration. Authortiaton for Wastewater
5ys,'em CorstrUCiton (ATC) Is good for only nve (5)
years, at which time It must be renewed.
Applicant Signature:
Received By:
hnitial) 1 V
Er A Site Plan (drawing) Is valid for five (5) years.
A new application must be flied for the expired
Improvement permit Authorhatlon forWastrrater
Systriu Construction (ATC) is good For only five (5)
years.
Fees. S25.00
FIELD WORK RESULTS IBAED ON ATTACHED PLAT/SITE PLAN: AREA: -�-- LIAR:
Site Classification.
Repair;
Design Fiary gpd Soil Type:
Wastewater System:
Nitrification Fiefs:
Septic Tank: gallons Pump Tank:
Type Specify
Number of Lines: Length of Each Line: '-- Width of East Line 3r
ench
CCrrd14rr, ,fib r (s v,t+.Su; -7-,:g-Al Tex, A��7t 'Lit- st
'S gre. if.✓«, pt- ,rg_-; Ls -
Soil/Site Evaluation By:
gallons
R-7

CUMBEL AND COUNTY HEALTH DEPARTmENT
DIVIsION OF ENVIRONMENTAL
ON -SITE WASTEWATER SECTION
SOIL/SITE EVALUATION
for ON -SITE WASTEWATER SYSTEMS
risePt
„Q.111.,N.ER-, im Arn-G61-10
ADDRESS; Ilse
PROPOSED FACILITY: PR
LOCATION OF SITE -2 eLi Le,
WATER SUPPLY: A,
0 Private Orgi Public
0 Well 0 Spring
0 Other
ft'
Site LTAR
044-1-to
0_9-30
POS GN FLOW (.1949): 3
ErD
EVAL
N METHOD:
Auger Boring
Pit
Cut
c:rew.A1,
. .
44' SVAiip
05.4
SCANNED
gri9"4.---17444
20c/co- 37i
P IN#
APPLICATION DATE:_
PROPERTY SIZE:
PROPERTY RECORDED
TYPE OF STEWATER:
ewage
Process
o
44.1,14,04
•- 1
OTHER FACTORS (.1 ?46) .......-
SITE CLASSIFICATION
-... . .
7EVALUATED BY: /I .; rs--, P. (-- IA .e -4,0
OTHER(S)
...:..i
t.;

•
.W'Y;,,=. AI:AND COUNTY HEALTH DEPARTMENT
tchiisioei'14f•Enlrironn4eMal Health
227 Fountainhead Lane / Fayetteville NC 28301
Applicant EDI Af INDSEN •
Address:3811 SYCAMORE DAIRY ROAD SITE LOCATION: •7S4a AMESBURY ROAD
Fayet*Ilie NC 28303 • Fayattavllfe NC 28301
Prate: (91 " 61-2102 PIN No.: ,0843-07
Als ra tasted, a sofltLiSa evaluation was conducted on this Evaluation Date: 3/23/2006 ENS: A.IMAL A. t tESHAAk
was done bjr the attend as set forth M the stews and Rules d��Sewage
for Ma Pose of obtaining an Improvement permit. The evaluation
waste rat abth Statutes of North Caroline and Ruita .194i - .1960les of Treatment and [disposal Systeme (Article of Cho
71� 1�, Subchapter 18A of tt►a North Carolina A� 30A of the
The �g is a summary of the tees for the atta and soli &Val ation of no more than 2}
Overall, the soli/site sin toe! that the site of 7846 (two) acres as shown on the plat or site plan.
treatment end disposal system (Rub .1947) due to the following: ROAR is UNSUITABLE fora 4rounq absorption
.voter sewage
to maces an right far 04534:86w: S=St&table, R
S.ProvisionalySuraG,e, tJ-,tlrrscrltetle 3 Pis
Topography and Landscape Position (Rule :1940)
LINEAR CONCAVE. EQUAL TO LESS THAN 5% SLOPE
Soli Characteristics (Morphology) (Rule .1941)
Strube: GRANULAR, UiFAK SUEANGULAJ BLOCKY AND MASSIVE
Torture: LS (FILL), SANDY LOAM, SANDY CLAY LOAM AND SANDY CLAY
Caisistence: FRIABLE FIRM; VERY FIRM, STICKY, PLASTIC
Minerekgy: MIX CLAY MINERALOGY TO EXPANSIVE CLAY MINERALOGY
Sal Vietnam; Conditions (Rule .1942) •
CNROMA 2 OR LESS WITHIN 19" FOR BOTH FRONT AND BACK YARDS
Soil Depth (Rule .19431
DETERMINATION LIMITED BECAUSE OF A SOIL WETNESS CONDITION
Restrictive Hortitona (Rule .1044)
MASSNF CLAY HORIZON AT 24" AND 29"
Available Space (Rule .1 245)
LACK OF AVAILABLE FACE 1N FRONT AND HACK YARD FOR AN ALTERNATIVEAND INNOVATIVE
SYSTEM: BECAUSE OF SOIL LIMITATIONS, EXISTING INTER pTOR CRAIN AND EX STING SEPTIC
ether Applicable Faces (Rule .194t3)
Location of Sanitary Savage systems (Rule .1950)
S CANNi - - •• t0on No. 20
-3.
❑
❑ 11
❑ ❑
❑••❑
❑ ❑
❑ ❑
❑ ❑
0 ❑
❑ ❑
Print Date: 3/27/20
C1
2
The a� evaluation ❑ ❑ YD
one site
ev uation In eration a possible modN and modified. atternetfya or innovative
and .1 or9). ho ounty HeeNh Dep rtment Environr»ental Health Division ham,`(Rns .1 of
.1967
options •*fi overcome the severe site/soli conditions on this it**. determined thet Hotta of the
For the maims net forth above, the Ilia la currently cla:silled UNSUI Al&t , and e, ant
accofdancs wllh Rub .1948(ca., However, t Al *Wiled es UNSUITABLE may be csssieed �posmr�t •twit not be Slued for KiloM to
documentation is.prairtdadthat matte the rrquitsments of Rute .1948Y SUITABLE Kr tt
(d). A copy of the rule Is snoyated.
You have the tight to request an.inGormnai review of thisthe- .
County Health Department. Environmental Wealth Oivislo You Scitat or fErmal mer.at FieaefN� M Department
embarking
Environmental and Natural Resources Replonal Solis Spc1 A y t an m& re review wmust the N.C. Dvnlbn and of
Ciarrlbetiarxt County Health Department, E raqusat for an tntbtrtlei review � �� � � �
Cho may s a nvi ermnentei Neagh Division. Yeti may employ a professional
p opoaal to overcome the alb based on Ruts .1 engineer or licensed S ton-S1scientist
Wastewater Section,' requested t y the Cumberland . 94t. En The mat elth b� nwa tad by the s On-g �
County HeaKh Department. Environmental H.allh D�vialon.
Pursuant to G.S.130A-24, you may .ilia a petition rbr a contested case hearing with the Oft. of Administrative Hearings, 6714
Mall Center, Raleigh, PLC, 27699-6714.
A statement of the a ab pocettqre te� � � . ! have any questions concerning
may cenlaet our *Mu dnr - r business houra Monday through FrJday it'om 6O�a 0m b 6. " the appeals �rocedilt8, you
Denied BY. AJMA.L A. HESHAAM Signature: 21 n•L—((7.

SPECIFICATIONS
FOR
INITIAL SYSTEM INSTALLATION OF
3-BEDROOM NPDES SINGLE FAMILY
SURFACE DISCHARGE WASTEWATER SYSTEM
SERVING
7846 Amesbury Road — Fayetteville, North Carolina
PREPARED BY:
MATT BURDETTTE
REVIEWED BY:
BRIAN J. KRAYNAK, PE
BATEMAN CIVIL SURVEY COMPANY, PC
200 NORTH MAIN STREET
HOLLY SPRINGS, NORTH CAROLINA 27540
o aaeaaeeeeaeo
‘v e
°°° CAR(J '0ai
�o � oo'�_ / sP
1.-4� c,

EXPLANATION OF SYSTEM OPERATION AND DESIGN
The wastewater disposal system recommended for this site consists of a surface
disposal system for a 3-bedroom single-family home containing the following: an
existing 1,000 gallon septic tank ; a proposed 1000-gallon re -circulation tank equipped
with an AdvanTex re -circulating fixed media filter and controls; a UV disinfection unit
with final disposal through a rip rap disposal pad. It should be kept in mind that this
system is designed to accommodate a moderate amount of wastewater from the
household and that all measures should be undertaken to minimize the volume of water
entering the system to include the following precautions:
1. Providing water conserving plumbing fixtures within the house;
2. Making rapid repairs to leaking plumbing fixtures;
3. Developing conservative water use habits on the part of all
members of the household;
4. Monitoring and maintaining the system as may be necessary for
proper operation;
5. Checking and pumping the septic tank sludge on a regular basis of
approximately every two years when garbage grinders are not
included; and
6. Insuring proper installation of this system by a competent
installation contractor.
The system as recommended is intended to provide satisfactory wastewater disposal for
the site for a reasonable period of time. Due to the rather complex inter -relationship
between soil properties, system installation, wastewater habit patterns of the household,
system maintenance, vegetative activity, climate and rainfall, and other factors over
which the Engineer has no control, yet which ultimately influence the successful
operation of a wastewater disposal system, the Engineer requires that he/she be relieved
of any liability that may result from failing or malfunctioning of this system of
wastewater disposal. The persons occupying this residence should be familiar with the
contents of the Engineer's recommendations. A conference should be held with the
Engineer and the installation contractor in attendance prior to beginning any actual
construction of the wastewater disposal system in order to answer any questions and
to ensure that the installation contractor will make no changes to the recommended
system without first obtaining written permission for such changes from the
Engineer. The contractor shall coordinate his work schedule with the Designer and
with representatives of the health department in order that appropriate and timely
inspections of the construction work can be made.

SITE PREPARATION REQUIREMENTS
1. The existing wastewater piping system from the residence to the location of
the proposed septic tank shall be 4" diameter Schedule 40 PVC sewer pipe
laid at 1.0% minimum grade.
2. The existing septic tank is a 1,000 gallon, reinforced precast concrete septic
tank with full baffle, and shall be retrofitted with access risers to each
chamber from ground level for checking the sludge level and pumping as
needed and shall be retrofitted with an effluent filter. Wastewater piping from
the septic tank to the location of the proposed re -circulation tank shall be 4"
diameter Schedule 40 PVC sewer pipe laid at 1.0% minimum grade.
3. The proposed re -circulation tank shall be a 1,000 gallon, reinforced precast
concrete pump tank and shall have easy access to each end of the tank from
ground level for maintenance of the pump, control floats and Orenco re-
circulating splitter valve provided by Orenco with the AdvanTex treatment
system. All piping shall be schedule 40 PVC and constructed as shown on
plan sheet 2 of 2.
4. Effluent will pass through the media filter and will collect in the bottom of the
media filter pod as shown on plan sheet 2 of 3 and will flow back to the
Orenco re -circulating splitter valve. The effluent will be split with a portion
flowing to the UV disinfection unit and a portion flowing back to the re-
circulation tank.
5. The media filter shall be constructed using materials provided by Orenco and
specified on plan sheet 2 of 2.
6. After leaving the pretreatment media filter the wastewater will flow by gravity
to a UV disinfection unit. After passing through the UV disinfection unit the
wastewater will flow by gravity to a rip rap disposal pad for final dispersion.
7. The contractor shall smooth the disturbed land surfaces after installation of all
components of the wastewater treatment and disposal system have been
completed, and shall leave the surface neatly shaped to shed rainwater. All
disturbed areas and the discharge area shall be seeded with grass and covered
with straw.

Design Specifications
Amesbury Road
Facility Type:
# of Bedrooms:
Daily Flow:
Sand Filter Hydraulic loading:
Media Filter Size:
Sand Media: Effective Size
Uniformity Coefficient
Dust Content
Sand Depth
Sand Filter Liner Thickness:
Number of Orifices:
Size of Orifices:
Manifold Length:
Manifold Diameter:
Supply Line Length:
Supply Line Diameter:
Supply Line and Manifold Volume:
Friction Loss + Fitting Loss:
Design Head:
Elevation Head:
Total Head:
Flow:
Dose Volume:
Length of Dose
Number of Doses per Day:
Re -circulation Ratio:
Control Panel:
Pump:
Septic Tank Effluent Filter:
Septic Tank:
Re -circulation Tank:
Disinfection:
De -chlorination:
Single Family Home
3
360 gal/day
na gaUday/sq.ft
AX 20
na mm
na
na 0/0
na in
na mil
na
na in
na ft
na in sch 80pvc
na ft
na in sch 40pvc
na gallons
0.74 ft
4.0 ft
8.0 ft
12.74 ft
7.37 gallons per minute
10 gallons
4 minutes
48 (every 30 minutes)
5:1
Orenco VCOM AXB 1 control panel (or approved equivalent)
Orenco P Series P1005 Effluent Pump (or approved equivalent)
Orenco Biotube effluent filter (or approved equivalent)
1000 gallon
1000 gallon
The disinfector UV unit
na

RECOMMENDED SCHEDULE FOR SYSTEM MAINTENANCE,
1. The septic tank and recirculation tank should be checked periodically for sludge
accumulation and should be pumped out as needed with the sludge being disposed of
properly. Check yearly if garbage grinder is included within the wastewater system
(not recommended) or check every two years for systems without garbage grinders.
2. Review the owner's manual for the control panel and check control panel for normal
function during the weekly system inspection.
3. The discharge area should be protected from stormwater accumulation and from
excessive sprinkling of the lawn in the discharge area. Pipe downspout stormwater
away from the discharge area.
4. The development of conservative water use habits by all members of the household
will greatly enhance the life of this system.
5. Leaking plumbing fixtures should be corrected as soon as possible, or could result in
premature failure of the wastewater disposal system.
6. Check the bulb in UV unit monthly and replace annually.
7. The effluent filter at the outlet of the septic tank shall be checked and cleaned as
needed during all routine inspections, and at least twice yearly.
8. All rutted or eroded areas that may occur within the area over the surface discharge
area shall be carefully filled with suitable loamy soil material.

For AdvanTex® Treatment Systems
VeriComm® AXB Control Panels
Applications
VeriComm° AXB1 and AXB2 remote telemetry control panels are
used with two -pump operations — recirculation and discharge
(on -demand or timed) — for AdvanTex° Treatment Systems.
Coupled with the VeriComm web -based Monitoring System,
these affordable control panels give water/wastewater system
operators and maintenance organizations the ability to monitor
and control each individual system's operation remotely, with
real-time efficiency, while remaining invisible to the homeowner.
VeriComm AXB panels allow remote operators to change system
parameters, including timer settings, from the web interface.
itum
®lily'
;ill',
Typical AXB VeriComm Control Panel
Standard Models:
VCOMAXB1, VCOM AXB2
To Specify...
To specify this panel for your installation, require the following:
Basic Control Logic: Three Operating Modes
• A "Start-up Mode" for the initial 30 days, during which the
system collects trend data to establish operating standards for
future reference.
• A "Normal Mode" that manages day-to-day functions.
• A "Test Mode" that suspends data collection and alarm
reporting during installation and service.
Data Collection and Utilization
• Data logs of system conditions and events, such as pump run
times, pump cycles, and alarm conditions.
Troubleshooting and Diagnostic Logic
• Troubleshooting capabilities that can report suspected failed
components, which then trigger Alarms.
Advanced Control Logic
• Advanced control logic that activates during float malfunctions
to diagnose the situation and keep the system operating normally
until servicing.
Technical
Data Sheet
Communication and Alarm Management
• Remote telemetry capabilities coupled with a web -based moni-
toring application (see VeriComm Monitoring System, ATD-
WEB-VCOM-1) for communication and alarm management.
Updating of point values (including timer settings) and receipt of
queued changes during each communication session with host.
Communication sessions that occur monthly, at a minimum, and
more frequently during alarm conditions.
• Multiple methods of communication, as follows:
Call -In to VeriComm® Host
— Automatic notification to host of "Alarms," which signal
fault conditions that need to be addressed immediately
(e.g., pump failure).
— Automatic notification to host of "Alerts," which signal
less critical fault conditions and which trigger the panel's
troubleshooting logic and alternative operating mode
(e.g., stuck float switch).
— Automatic notification to host of "Updates," which include
alarm updates or all -clear notifications following
Alarms/Alerts, as well as normally scheduled monthly
panel reports.
— Manual, forced communication from panel to host to.effect
an updating of point values and receipt of queued changes.
Real -Time Direct Connection to Panel
— Manual, direct connection at the site via RS-232 serial port, to
allow a local operator real-time access to detailed logged
data and the ability to change point values from a laptop.
— Manual, forced communication by local operator/homeowner
at the site to initiate an auto -answer mode, allowing a remote
operator real-time access to detailed logged data and the
ability to change point values.
During real-time, manual connections, software with open
architecture (and password security) is used; no proprietary
software is required. VT100 protocol allows access and control
from any computer modem (Mac or PC) with a simple communi-
cation program (e.g., Windows' HyperTerminal); multilevel
password protection in panel ensures that only qualified
personnel can access the panel's data.
Additional Features
• Status light indicators on the board,
including...
— Flashing green LED for normal operation
— Yellow LEDs for status of digital inputs
— Red LEDs for status of digital outputs and
modem activity
• UL-recognized and FCC -approved
For more information, try our online demo at
www.vericomm.net (no password required).
Orenco Systems°
Incorporated
Changing the Wary the
Worrl Does Wastewater'
www.orenco.com
ATD-CP-VCOM-7
Rev. 2.1 © 11/02
Page 1 of 2

VeriComm® AXB_ Control Panels
1. VeriComm® Remote Telemetry Board
2. Motor -Start Contactors
3. Toggle Switches
4. Control Circuit Breaker
5. Pump Circuit Breakers
6. Fuse
7. Transformer
8. Audio Alarm
9. Visual Alarm
10. Panel Enclosure
Standard Components
e
Technical
Data Sheet
ou
07 Q0
00 _.
00 1=0
.. �0
00
00 =0I
04 =0
OE
Of'
. /0
10 9 8
2
4
Feature
Specifications
1. VeriCome•Remote Telemetry Unit*
2. Motor -Start Contactors
3. Toggle Switches
4. Control Circuit Breaker
5. Pump Circuit Breakers
6. Fuse
7. Transformer
ATRTU-100: 36/18 VAC (center tap transformer), 8 digital inputs, 4 analog inputs, 4 digital
outputs, 0 analog ouputs, on -board modem (2400 baud), LED input and output indicators,
1-year battery backup of data and program settings.
120 VAC: 14 FLA, 3/4 hp, 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA).
240 VAC: 14 FLA, 2 hp, 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA).
Single -pole switch, automatic On, with spring -loaded, momentary, manual On. 20 amps, 1 hp.
10 amps, OFF/ON switch. Single -pole 120 VAC, double -pole 240 VAC. DIN rail mounting
with thermal magnetic tripping characteristics.
20 amps, OFF/ON switch. Single -pole 120 VAC, double -pole 240 VAC. DIN rail mounting
with thermal magnetic tripping characteristics.
120 VAC Primary, 36 VCT @ 0.85A Secondary.
250 VAC, 1A.
8. Audio Alarm
80 dB at 24", warble -tone sound.
9. Visual Alarm
7/8" diameter red lens, "Push -to -silence." NEMA 4,1 Watt bulb, 120 VAC.
10. Panel Enclosure
VCOM-AXB1
VCOM-AXB2
Optional Components
Feature
Pump Run Light
Anticondensation Heater
Programmable Timer
UV Disinfection Compatibility
Measures 15.50" high x 13.30" wide x 6.70" deep. NEMA 4X rated. Constructed of UV -
resistant fiberglass; hinges and latch are stainless steel. Conduit couplings provided.
120 VAC, 3/4 hp, 14 amps, single-phase, 60 Hz.
240 VAC, 2 hp, 14 amps, single-phase, 60 Hz.
Specifications
7/8" diameter green lens. NEMA 4,1 watt bulb, 120 VAC.
Self-adjusting; radiates additional wattage as temperature drops.
Discharge side timed dosing.
UV grounded power circuit and alarm contacts.
Product Code Adder
PRL
HT
PT
UV
* See VeriComm Remote Telemetry Unit (ATD-CP-VCOM-1) and VeriComm$ Monitoring System (ATD-WEB-VCOM-1)
for details.
ATD-CP-VCOM-7
Rev. 2.1 © 11/02
Page 2 of 2

Control Panel Wiring Diagram
Model MVP-S1 PT RO
Q4
/
-r- —1
HP HP L1 I-'
Q3 Q2 Q1
Logo
i1 i2 13 i4 i5 i6
N
L1
Terminal 171
a El
Strip
© TL U
For float a rangement diagram,
see drawing no.
"EDW-FAS-10".
AS
Pump
115 VAC / 1 Hp.
1 Phase / 60 Hz.
NOTE: Motors must have
internal overload protection
Options'
PRL
X2 W X1
AUTO
Options*
HT
PLi
!X2 � X1i
c
10
MAN
- r
t
CB t PCB
r2 0A
Ground
Lug
Controls Pump Controls Pump Ground
Neutral Neutral L1 L1
From Main Power Panel
115 VAC, 1 Phase, 60 Hz.
Main disconnect
provided by others.
*Removal of Alarm / Timer
Override Link Rail
rrrmmrrr
rndi6-2 Ayld
ripumprvir
Du©©u►ipu
Terminal Link Rail
Removal of the terminal link rail will
separate the high level alarm and
override timer functions.
Remote Alarm Connections
[r' T
tRomoto Alarml
0
`LIBht Ala
Note: 115VAC signal is present
during alarm conditions.
i;,
Orenco Model
AHW or equiv.
Key
CIS
Orenco Systems'
Incorporated
814 AIRWAY AVENUE
- = Factory Wire
•�-- = Field Wire SUTHEGLIN, 08EGON
• -- = Altemate Field Wire
A = Audio Alarm, 115 VAC 97479-9012
AL = Alarm Light
AS = Audio Silence Switch
CCB = Controls Circuit Breaker TELEPHONE:
Logo= Logic Module
M = Motor Contactor i541)459.4449
PCB = Pump Circuit Breaker
TL = Terminal Link
`Options FACSIMILE
HT = Heater
PL = Power Light 15411459-2884
PRL = Pump Run Light
For MVP-S operation
description, see
drawing no.
"EIN-CP-OP-5".
Power Wiring Options
Two Circuits
0
O
0
0
O
0
N
Ni
m LEI
(0
(0
d
Factory default.
Wire as shown.
One Circuit
Wire
Nut
Use one wire nut to connect the pole of
the pump circuit breaker together with
the controls breaker and with the
incoming Li power line. Use another
wire nut to connect the neutral block of
the pump with the controls neutral block
and with the incoming neutral line.
EDW-WD-S-93
Rev. 5.1 © 03/03/04

r series
High -Head Effluent Pumps
Applications
Our submersible High -Head Effluent Pumps are designed to
transport screened effluent (with low TSS counts) from septic
tanks or separate dosing tanks to collection and treatment sys-
tems. All our pumps are constructed of lightweight, corrosion -
resistant stainless steel and engineered plastics; all are field -
serviceable and repairable with common tools; and all standard
P Series models are UL and CSA listed for use with effluent.
Orenco High -Head Effluent Pumps are used in a variety of appli-
cations, including drainfields, packed bed filters, mounds, aero-
bic units, effluent irrigation, effluent sewers, wetlands, lagoons,
and more.
77
cu
cr
Franklin motor
Actual view
CIS
Orenco Systems°
Incorporated
1-800-348-9843
Discharge connection
Bypass orifice
Shell casing
Suction connection
Technical
Data Sheet
Features/Unique Specifications
To specify this pump for your installation, require the following:
• Minimum 24-hour run -dry capability without water lubrication;
• 1/8-inch bypass orifice to ensure flow recirculation for motor
cooling and to prevent air bind;
• Floating stack design to protect against upthrust and increase
pump life;
• Repairable (nondisposable) liquid end for better long-term
cost of ownership;
• Corrosion -resistant construction;
• Franklin motor rated for continuous use and frequent cycling;
• Type SOOW motor cable (suitable for Class I, Division 1 and 2
applications);
• Optional 5-year extended warranty against defects in materi-
als or workmanship.
Standard Models
See specifications (on back) for a complete list. Cali Orenco or
your nearest distributor for three-phase specifications.
Nomenclature
P❑❑❑❑❑❑-❑❑
TCord length:
Blank = 10'
20 = 20'
30 = 30'
Voltage:
1 = 115 (1/2 hp only)
2 = 230
Phase:
1 = single-phase
3 = three-phase
Horsepower:
05 = 1/2 hp
07 = 3/4 hp
10 = l hp
15 = 1-1/2 hp
20 = 2 hp
30 = 3 hp
50 = 5 hp
Nominal flow (gpm):
10
20
30
50
Pump (P Series)
NTD-PU-P-1
Rev.1.2, © 2/03
Page 1 of 4

P Series High -Head Effluent Pumps (continued)
Specifications
Hp' Amps2 Nom. Flow (gpm) Discharge (in.) Length (in.) Ma' (in.) Cable' Listings Rated Cycles/Day
P1005 0.50 12/6 10.0 1.25 22.50 20 SOOW UUCSA 300
P1007 0.75 8.0 10.0 1.25 25.00 22 SOOW UUCSA 300
P1010 1.00 9.8 10.0 1.25 28.00 24 SOOW UUCSA 100
P2005 0.50 12/65 20.0 1.25 22.75 20 SOOW UUCSA 300
P2010 1.00 9.8 20.0 1.25 27.00 25 SOOW UUCSA 100
P2015 1.50 13.1 20.0 1.25 32.50 28 SOOW UUCSA 100
P3005 0.50 12/6 30.0 1.25 21.50 22 SOOW UUCSA 300
P3007 0.75 8.0 30.0 1.25 24.00 24 SOOW UUCSA 300
P3010 1.00 9.8 30.0 1.25 26.50 27 SOOW UUCSA 100
P3015 1.50 13.1 30.0 1.25 32.50 29 SOOW UUCSA 100
P3020 2.00 13.2 30.0 1.25 34.50 25 SOOW CSA 100
P3030 3.00 17.0 30.0 1.25 43.75 44 SOOW CSA 100
P3050 5.00 27.5 30.0 1.25 67.00 66 SOOW CSA 100
P5005 0.50 13.2/6.6 50.0 2.00 20.50 22 SOOW UUCSA 300
P5007 0.75 8.0 50.0 2.00 24.75 24 SOOW UUCSA 300
P5010 100 9.85 50.0 2.00 28.00 27 SOOW UUCSA 100
P5015 1.50 13.1 50.0 2.00 33.25 29 SOOW UUCSA 100
P5030 3.00 17.0 50.0 2.00 49.00 48 SOOW CSA 100
P5050 5.00 27.5 50.0 2.00 63.50 50 SOOW CSA 100
AdvanTex Pump
PAX 0.50 12/6 10.0 1.25 19.75 18 SOOW UUCSA 300
1. All 1/2 horsepower pumps are available in 115 and 230 voltage models.
2. Maximum sustained amperage (service factor load). The paired amperage numbers for 1/2 hp pumps are for 115 and 230 volts respectively. All other numbers are for 230 volts.
3. Minimum liquid level.
4. SOOW type is suitable for Class I, Division 1 and 2 applications.
5. Actual running amperage may exceed the motor's nameplate amperage by 20% (UL778).
Materials of Construction
Discharge: Fiberglass -reinforced thermoplastic or
stainless steel (P50)
Discharge Bearing: Nylon polymer
Intake Screen: Polypropylene
Suction Connection: Fiberglass -reinforced thermoplastic
Drive Shaft: 7/16 inch hexagonal stainless steel
Diffusers: Polycarbonate Coupling: Stainless steel
Impellers: Acetal
Thrust Pads:
(Proprietary)
Shell: Stainless steel
Motor:
Franklin motor exterior constructed of stainless steel. Constant lubrication through water -filled design.
Hermetically sealed motor assures moisture -free windings. All thrust absorbed by Kingsbury type thrust bear-
ing. Rated for continuous duty. Protected against thermal overload and equipped with surge arrestors for
added security. NEMA standard 2-wire or 3-wire (2, 3, and 5 hp) motor with ground. Control box required for
3-wire motors.
NTD-PU-P-1
Rev. 1.2, © 2/03
Page 2 of 4

P Series Pump Curves
Technical
Data Sheet
Using a Pump Curve
A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm) and
pressure (TDH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their
nominal flow rate —the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature.
400
350
300
mV
• 250
Z • 200
U_
0 • 150
I.
100
50
P1010
P10 Series
1/2 hp to 1 hp
P1005
with 1/4 Dow controller
l �
I 1
3 6 9 12
Gallons per Minute (gpm)
Orenco Systems'
Incorporated
1-800-348-9843
15
400
350
300
4-0 250
O
Z 200
c3
C
150
1-6
100
50
P20 Series
1/2 hp to 1-1/2 hp
P2015
-rj
P2005
k ■■
I ■ TIM
■1■ 1 III Ern
1 I V
■.■■
11
lim
II
11 i
■■u■� ■■.■■ MI
5
i 1
10 15 20
Gallons per Minute (gpm)
25
I
30
a.
NTD-PU-P-1
Rev. 1.2, © 2/03
Page 3 of 4

300
250
200
,c
Z 150
E
o�
0 100
I.
50
0
700
600
500
v
ct
.c
400
i
300
:9
200
100
1
!
1,
II
11 i::I i ;I::1,
i
1!
I
! 1 1
i
P30 Series
I
I
I
I
' I
1/2 hp to 1-1/2 hp
I
i
P3015
'I
I
i
ii
1
I!
I.
I
I
I
II
11
IiI
I !
I_
—
P3010
! i
1 I i 1
I
I
T
I
f
Ii
lil
i
11
ii
!1
I
'
P3007
I
i
I li
I
it
1I
I P3005
I!
I I I
Ii
lil
I
_
I
I
II
IIi
I
l
i
1
I i
;T---i
II
!!I
II
i I
it
1 I I
IT
IT
1
ii
1
I
I
'I
I
!
.I
0
5 10 15 20 25 30
Gallons per Minute (gpm)
35
40
P3050
P30 & P50 Series
2hpto5hp
CSA listing only
10 20 30 40 50
Gallons per Minute (gpm)
60
70
160
140
120
c 100
80
(.3
E
0 60
40
20
150
125
25
0
P5015
P50 Series
1/2 hp to 1-1/2 hp
P5010
P5007
P5005
10 20 30 40 50 60 70
Gallons per Minute (gpm)
AdvanTex® Pump
1/2 hp
PAX
1
0
3 6 9 12
Gallons per Minute (gpm)
15
NTD-PU-P-1
Rev. 1.2, © 2/03
Page 4 of 4

Biotube® Pump Vault
Applications
Orenco's patented* Biotube Pump Vaults are ideal for filtering and
transporting effluent from septic tanks or separate dosing tanks in
effluent pumping systems. They prevent large solids from leaving the
tank, dramatically improving wastewater quality and extending the life
of downstream treatment systems. Each pump vault houses either one
(Simplex) or two (Duplex) High Head Effluent Pumps, discharge
assembly(ies), Biotube filter cartridge, float switch assembly, and float
stem bracket. Pump(s), float switch assembly, and discharge assembly(ies)
are ordered separately.
Orenco's Biotube Pump Vault
comes with Biotube filter cartridge,
float stem bracket, and support
pipes The unique Biotube filter
cartridge provides a large filter
surface area (see specs. on back)
in a small space, to resist clogging
while providing maximum
long-term protection.
'Covered by patent numbers 5,492,635 and 4,439,323
APS-BPV-1
Rev. 2.2 © 9/01
Standard Features & Benefits
• Installs quickly in
new or existing
tanks
• Easy access design
allows filter car-
tridge removal with-
out pulling the pump
or vault; simplifies
filter inspection and
maintenance
• Patented Biotube
filter has several
times the filtering
capacity of other
pump vaults
• Removes approxi-
mately two-thirds of
suspended solids,
on average
• Accommodates
Simplex or Duplex
configuration, for
use with one or
two pumps
• Float stem bracket
allows easy removal
and adjustment of
float assembly
• Sturdy, molded
polyethylene and
corrosion -proof
construction
ensure long life
Biotube Filtering
Effluent from the
relatively clear zone
of the septic tank,
between the scum
and sludge layers,
enters the Biotube
Pump Vault through
inlet holes in the
housing. Effluent then
Process
enters the annular
space between the
housing and the
Biotubes, utilizing the
Biotubes' entire
surface for filtering.
Particles larger than
the Biotube's mesh
are prevented from
leaving the tank.
os�
Orenco Systems•
Incorporated
Changing the Way the
World Does Wastewater$
www.orence.com

Model Code for Ordering
Biotube® Pump Vault
PVU DO- O0 D0
Indicates inlet hole height: (inches)
Cartridge height: 18", 24", 36" standard
Vault height: 57", 66"-96" in 6" increments
Universal Pump Vault
Easy access design allows filter cartridge removal without
pulling the pump or vault; simplifies filter inspection and
maintenance
Biotube Cartridge Effective Filter Surface Area
Cartridge Height 12" Diameter
18"
24"
36"
15.5 ftz
20.6 ft2
30.9 ftz
Orenco Biotube Pump Vault is available in standard and
customized configurations. Contact Orenco or your nearest
distributor for sizing recommendations.
Tank Access and Riser Diameter
Biotube Pump Vault Components
Vault
height
Inlet hole
height
Discharge pipe
Vault
Flow inducer
Biotube® handle
assembly
Float switch
assembly
(ordered sep.)
`` Biotube® filter
cartridge
Inlet holes
High head
effluent pump(s)
(ordered sep.)
To Order
Call your nearest Orenco Systems®, Inc. distributor.
For nearest distributor, call Orenco at 1-800-348-9843 or go to
www.orenco.com and click on "Distributor Locator."
© Orenco Systems® Inc 2001
Biotube Series
Tank Access Dia. Tank Access Dia. Riser Dia.
Minimum Recommended Minimum
PVU w/Simplex Pump 19" 20" 24"
PVU w/Duplex Pumps 19" 20" 30"
Distributed By:

Residential Biotube® Effluent Filters
Applications
Our patented* 4" Biotube Effluent Filters, Biotube Jr., Biotube Insert
Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks.
They prevent Large solids from leaving the tank, dramatically improving
wastewater quality and extending the life of residential drainfields.
4'' Biotube Effluent Filter
4" Biotube Jr.
(4" Biotube cartridge available
separately as Insert Filter)
8"Base Inlet Filter 12"Base Inlet Filter
Orenco superior effluent filters resist clogging better than all other brands. Our stan-
dard, full-sized 4" Biotube Effluent Filter provides maximum long-term protection in a
complete package, with housing. Our 4" Biotube Jr., at half the size of our standard
model, has more filtering capacity than the full-sized filters sold by other manufacturers.
For tanks with existing outlet tees, the Jr. Insert Filter is ideal. And for low profile
tanks, there's the Base Inlet Filter.
Covered by patent numbers 5,492,635 and 4,439,323
To Order
Ca11 your nearest Orenco Systems®, Inc. distributor. For nearest distributor,
call Orenco at 1-800-348-9843 or go to www.orenco.com and click on
"Distributor Locator."
APS-Fr 1
Rev. 3.1 © 1/03
Orenco Systeme, Inc.
Standard Features & Benefits
• Has 5-10 times
more flow area
than other brands,
so lasts many
times longer
between clean-
ings, increasing
homeowner satis-
faction
Installs in minutes
inside new or
existing tanks;
extendable tee
handle for easy
removal
Optional
Features &
Benefits
Alarm available, to
signal the need for
cleaning
How modulating
discharge orifices
available to limit
flow rate leaving
tank, mitigating
surges and
increasing
retention time
Custom and
commercial sizes
available
• Easy to clean by
simply hosing off
whenever the tank
needs pumping
• Removes about
two-thirds of sus-
pended solids, on
average, extending
drainfield life
• Corrosion -proof
construction, to
ensure long life
Biotube
Filtering
Process
Effluent from the
relatively clear zone
of the septic tank,
between the scum
and sludge layers,
horizontally enters
the Biotube Effluent
Filter. Effluent then
enters the annular
space between the
housing and the
Biotubes, utilizing
the Biotubes' entire
surface for filtering.
Particles larger than
the Biotube's mesh
are prevented from
leaving the tank.
Orenco Systems''
Incorporated
Changing the Way the
GG'odd Does Waste,vatei"
www.orenco.com
www.vericomm.net

Nomenclatures
4" Biotube Filter (standard)
FT❑❑04❑❑-❑❑MA-
�For customized options (e.g., NC
indicates North Carolina regions)
Indicates float bracket attached
Indicates flow modulation plate installed
Cartridge height, 28" and 36" are standard
Housing height, 36" and 44" are standard
Indicates filter diameter (inches)
W= fits 3034 outlet pipe
S = fits schedule 40 outlet pipe
P= 1/16" filtration
Blank = 1/8" filtration
Biotube effluent filter series
8", 12" Biotube Filter (base inlet model)
FT00022-14B0
TAdd codes for standard options:
A = float bracket
Base inlet model
Cartridge height, 14" standard
Housing height, 22" standard
Indicates filter diameter (inches)
08 = 8"
12 = 12"
P = 1/16" filtration
Blank = 1/8" filtration
Biotube effluent filter series
4" Biotube Jr. (includes cartridge and housing)
FTJ❑❑0418MA-
- For customized options (e.g., NC
indicates North Carolina regions)
Indicates float bracket attached
Indicates flow modulation plate installed
Cartridge height (inches)
Indicates filter diameter (inches)
W = fits 3034 outlet pipe
S = fits schedule 40 outlet pipe
P = 1/16" filtration
Blank= 1/8" filtration
Jr. series
Biotube effluent filter series
4" Jr. Filter Insert (cartridge only)
FTi 00418-0-
T For customized options (e.g., NC
indicates North Carolina regions)
W = fits 3034 outlet pipe
S = fits schedule 40 outlet pipe
Cartridge height (inches)
Indicates filter diameter (inches)
P = 1/16" filtration
Blank= 1/8" filtration
Insert series
4" Biotube Effluent
Filter
4" Biotube Jr.
Extendible PVC handle
Stainless steel set screws
Top seal plate
Air vents
Biotube filter cartridge
Solid base
Filter housing
Distributed By:
Biotube effluent filter series