NCG550768_Regional Office Historical File Pre 2018 (2)

3"
Environmental
Quality '
Mr. Harold Hope
3811 Bonwood Drive
Charlotte, NC. 28211
ROY COOPER
Governor
F�Lm,
AEL S. REGAN
4= Secretary
S. JAY ZIMMERMAN
Director
August 3, 2017
Subject: Compliance Evaluation Inspection
123 Langdon Road/Mooresville
Certificate of Coverage No. NCG550768
Iredell County
Dear Mr. Hope:
Enclosed is a copy. of the Compliance Evaluation Inspection Report for the inspection conducted .
at the subject facility on August 1, 2017,.by.Mr. Wes Bell of this Office.
Should you have any questions concerning this report, please do not hesitate to contact Mr. Bell
at [phone], or via email at wes.bellna,ncdenr.goy.
Sincerely,
W. Corey Basinger, Regional Supervisor
Water Quality. Regional Operations Section
Division of Water Resources, NCDEQ.
Enclosure:
Inspection Report
cc: Iredell County Health Department
MSC-1617 Central -Basement
WB
Mooresville Regional office
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] Fax: [phone] Customer Service:1-877-623-6748
+ Internet: www.ncwaterquality.org

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8 31-98
Section A: National Data System Coding (Le., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 iti i 2 15 I 3 I NCG550768 I11 12 17/08/01 17
18 L,j 19 I c I 201
211 I l I. I I I l l III 11 I I I I I I I I I I I I I I I
I I I I I -I I I I I I I J 166
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA
Reserved ---
67
1.0 70 I, I 71 -!
72 LNJ
73.I 74 75
80
Section B: FacilityData
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES oermit.Number)
10:49AM 17/08/01
13/08/01
123 Langdon Road
123 Langdon Rd
Exit Time/Date
Permit Expiration Date
Mooresville NC 28117
10:57AM 17/08/01
18/07/31
Name(s) of Onsite Representative(s)MUes(s)/Phone and Fax Number(s)
Other Facility Data
Gerald' Hingst/Y
-
Name, Address of Responsible OfficiaUritle/Phone and Fax Number
Contacted
Harold Hope,3811 Bon wood Dr Charlotte NC 28211/Owner//
� Yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Operations & Maintenartct: Facility Site Review
Section D: Summary of Finding/Corriments (Attach additional sheets of`narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) f lnspe r(s) Agency/Office/Phone and Fax Numbers
Date
Wes Bell- MRO WQ/f104-663-1699 Ext.2192/.
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers
Date
W. Corey Basinger MRO WQ//704-235-2194/
EPA Form 3560-3 (Rev 9-94) Previous editions are. obsolete.-
Page#

NPDES yr/mo/day Inspection Type 1
31 NCG560768 I11 12 17/08/01 17 18 I j r
Section D: Summary of Finding/Comments .(Attach additional sheets of narrative and checklists as necessary)
Page# 2

r
Permit; NCG550768 Owner - Facility: 123 Langdon Road
Inspection Date: 08/01/2017 Inspection Type: Compliance Evaluation
Permit
Yes No NA NE
i (If the present permit expires in 6 months or less). Has the permittee submitted a new
❑
❑
❑
application?
Is the facility as described in the permit?
00
❑
❑
# Are there any special conditions for the permit?
❑
❑
0
❑
Is access to the plant site restricted to the general public?
❑
❑
N
❑
Is the inspector granted access to all areas for inspection?
"❑
❑
❑
Comment: The last compliance evaluation inspection was Performed on 8/11/15 by DWR staff.
The Permittee has kept the permit active: however, the residence continues to be served by
a conventional subsurface system with no discharges to surface waters This conventional
system has been able to treat the wastewater currently being generated by the single tenant
Currently residing in the house. There are no current plans to install a treatment system to
discharge into surface waters.
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ❑ ❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable ❑ ❑ ❑
Solids, pH, DO, Sludge Judge, and other that are applicable?
Comment: No evidence of Ponding or:discharges to surface waters were observed from the
conventional subsurface wastewater treatment system during the on -site inspection
5
Page# 3

Emdronmentcal
Quality
October 27, 2015
Mr. Harold Hope, Owner
3811 Bonwood Dr.
Charlotte, NC 28211
PAT MCCRORY
Governor
DONALD R. VAN DER VAA.RT ..
seecetary
,•I� _ r
Subject: Compliance Evaluation Inspection
123 Langdon Rd.
Certificate of Coverage No. NCG550768
Iredell County
Dear Mr. Hope:
Enclosed is a copy of the Compliance Evaluation Inspection for the inspection conducted
at the subject facility on October 16, 2015 by Mr. Ori Tuvia.
As was discussed in letter that was sent by Mr. John Hennessey on August 14, 2015
annual fees for the years 2012, 2013, and 2014 are due. If you don't wish to continue the permit
please send a request for it to be rescinded addressed to Mr. Hennessey to:
1617 mail service center, Raleigh, NC 27699-1617
The attached report, should be self-explanatory; however, should you have any questions,
please do not hesitate to contact Mr. Tuvia at [phone], or via email at [e-mail].
Since ly,
P
61� Michael Parker, Regional Supervisor
Water Quality'Regional Operations Section
Mooresville Regional Office, DWR
Enclosure: Inspection Report
CC: MSC 1617- Central files/Basement
Iredell County Health Department
. !"-1"Noih�ng;�vmpares�.L..
. .. Stets.ofPioriflCur6luu.($r..viivrmicm2al4ualrty: .
. T6p1 �}jif$CIV)tt!�Efster I.RafE'MjhiNMi)I(•3R)fiiTJ'?lfi'1_``.)•lr.(11. .

United Slates Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 IN 1 2 IS 1 3 I NCG550768 I11 121 15/10/16 I17
181,•1 191 c I 201
211IIIII IIIIIII11II IIIIIII I I I I I
I
I I I I I I I I I I I I I r6
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 CIAReserved
67
1.0 70 I I 71 I n, I 72 � n,
L—I L_I
731 I 174 75
I I I
80
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
11:55AM 15/10/16
13/08/01
123 Langdon Road
123 Langdon Rd
Exit Time/Date
Permit Expiration Date
Mooresville NC 28117
12:05PM 15/10/16
18/07/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Harold Hope,3811 Bonwood Dr Charlotte NC 28211///
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Operations & Maintenance
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers
Date
Or! A Tuvia MRO WQU704-663-1699/
Sign ure ana ment Q A Reviewer Agency/Office/Phone and Fax Numbers
Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page#

NPDES yr/mo/day Inspection Type 1
31 NCG550768 I11 12 15/10/16 17 18 ICI
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Page#

Permit: NGG550768
Inspection Date: 10/16/2015
Owner - Facility: 123 Langdon Road
Inspection Type: Compliance Evaluation
Operations & Maintenance
Is the plant generally clean with acceptable housekeeping?
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable
Solids, pH, DO, Sludge Judge, and other that are applicable?
Comment: The facility has not been constructed, there is no discharge.
Permit
(If the present permit expires in 6 months or less). Has the permittee submitted a new
application?
Is the facility as described in the permit?
# Are there any special conditions for the permit?
Is access to the plant site restricted to the general public?
Is the inspector granted access to ail areas for inspection?
Yes No NA NE
❑ ❑ M ❑
❑ ❑'E ❑
Yes No NA NE
❑ ❑ N ❑
❑ ❑ ■ ❑
❑ ■ ❑ ❑
❑ ❑ ■ ❑
■ ❑ ❑ ❑
Comment: The permitee has asked for the permit to be rescinded in 2011. in 2012 asked for the permit
to be reinstated, the permitee had not made any annual fee renewal payments for the past 3
years.
Page# 3

0OS--11L�0 (53
- - ° O
- - - m co
Ct) o
C! t N
;Mu 0
laj,--Jt C)�
3g1�
-7.Z�q- -36q-- 31�

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
-Beverly Eaves Perdue
Coleen H. Sullins Dee Freeman
Governor
Director Secretary
August 19, 2011
Certified Mail
Return Receipt Requested
70081140 0002 27161534
Ms. Jane Hope
3811 Bonwood Drive
Charlotte, NC 28211
Subject: NOV-2011-PC-0473
_.,Notice of Violation
Compliance Evaluation Inspection
123 Langdon Rd
NPDES General Wastewater Permit NCG550768
Iredell County, North Carolina
Dear Ms. Hope:
Enclosed please find a copy of the Compliance Evaluation Inspection Report for the inspection conducted at the
subject facility on August '2, 2011, by Ms. Donna Hood of this Office.
This report is being issued as.a Notice of Violation'(NOV) because of the violations of the subject NPDES
permit and North Carolina General Statute (G.S.) 143-215.1 as detailed in the Permit Section of the attached
report. Pursuant to G.S. 143-215.6A, a civil. penalty of not more than twenty five -thousand dollars (25,000.00) per
violation per day may be assessed against any person who violates or fails to act in accordance with the terms,
conditions, or requirements of any permit. issued pursuant to G.S. 143-215.1.
On the day of the inspection, Mrs. Sandy Salle, was available for the inspection. As previously discussed with
Mrs. Salle, the site has a single family wastewater discharge permit with the Division of Water Quality. At this
point, it is unclear whether the site still needs to retain the permit. Permitting fees have not been paid since 2007.
If this permit is not necessary, please submit a letter requesting that the permit be rescinded. The request for
rescission should be sent to the following address:
Mooresville Regional Office
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] Fax: [phone] Customer Service:1-877-623-6748
Internet: vnNVv.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled110% Post Consumer paper
One
Nor(11Carolina
fi ll.J-Itdi.

Mrs. Jane Hope
NOV-2011-PC-0473, page 2
August 19, 2011
Attn: Mr. John Hennessy
NC Division of Water Quality
Surface Water Protection
Compliance & Expedited Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
In the request for rescission, please include the following pertinent information:
1. You have not installed the discharge system
2. You do not need to install the discharge system
3. You requestforthe permit to be rescinded
If the permit is still required, please submit the overdue amount with the enclosed invoices to the address on the
invoices.
It is requested that a written response to the inspection be submitted to the Division of Water
Quality/Mooresville Regional Office discussing whether the permit will be rescinded or the annual permit fees will
be paid by September 2, 2011. In responding, please address your comments to the attention of Ms. Marcia
Allocco. Actual fees or permit rescission request should be submitted to the Raleigh address.
This report should be self-explanatory; however, should you have any questions concerning the report, please
do not hesitate to contact Ms. Hood or me at [phone].
Sincerely,
4-U� Robert B. Krebs
Surface Water Protection Regional Supervisor
Enclosure --- - __ — — - — - _-
DH

NCDENR
North Carolina Department of Environment and. Natural Resources -
Pat McCrory Donald. R. van der Vaart
Governor Secretary
August 14, 2015
RECEIVEDINCDENRlDWR
CERTIFIED MAIL 7013-2630-0001-8998-2564 - S E P 1 0- 2015
RETURN RECEIPT REQUESTED_
WQR08
Mr. Harold Hope MOORESVILLE REGIONAL OFFICE
3811 Bonwood Drive
Charlotte, NC 28211
Subject: Past Due Annual Fees .
NPDES Permit NCG550768
123 Langdon Road:
Iredell County
.Dear Mr. Hope:
A review of the Division's'billing records indicates that your Annual Administering and Compliance Fees
for the above -referenced permit have not been paid. This fee requirement is documented in your currently
active permit, Part II Section B. 12 [General Permit NCG550000, p. 9]. .
Your annual fees are due on the anniversary. of your original permit effective date (November 17, 1995).
There was an error in our database that resulted in no annual fee invoices being generated and mailed
since the year 2010. ' The Division is waiving fees for the year 2011 ($60). Thus, unpaid invoices for
years 2012, 2013 and 2014 are past due and payable. The total amount dire. is $180. I have attached
copies of the unpaid invoices for your review. Please see payment invoices for payment instructions.
Failure to pay the fee in a timely manner in accordance with 15A NCAC 02H .0105(b)(2).may cause
this Division to initiate action to revoke the permit:
If you have questions about this matter, or if you have evidence that these fees have already been paid,
please contact Derek Denard at.[derek.denard@ncdenr. ov] or.call [phone].
incer y,
ohn Hennessey
Division of Water Resources, NCDENR
hc: Enclosures: 2015PR003577, 2015PR0036191 2015PR003655
cc: NPDES Files
®Iff Q'Regional Operations Files
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] Fax: [phone]Customer Service: 1-877-623-6748
Internet:: www.ncwater.om
An Equal OpportunityWfirmative Action Employer

RECEIVED
DIVISION CDF VVZNT'E: QUALITY
AUG 2 6 2013
NCDENR JLL FS'N
►�iOOP.ES'ViLLC r;�C!':sr�;AL OFFICE
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCrory, Governor Thomas A. Reeder, Director John E. SkV'Ma)h1,/SJe'cretaryn
August 20, 2013 qU
A, f�;. �z013
��Af ] l I "' " r w:
Harold Hope ;�,.3,(1 �'�;,r ,
Hope Children's Trust r Ff �•`... , Ill(,y" ,
3811 Bonwood Dr
Charlotte, NC 28211
Subject: Transfer of coverage / General Permit NCG550000
123 Langdon Road
Certificate of Coverage NCG550768
Iredell County
Dear Permittee:
The Division has reissued General Permit NCG550000. Therefore, the Division is hereby renewing
your Certificate of Coverage (CoC) to discharge under NCG550000. This CoC is issued pursuant to the
requirements of North Carolina General Statue 143-215.1 and the Memorandum of Agreement between
North Carolina and the US Environmental Protection agency dated October 15, 2007 [or as subsequently
amended]. A copy of the renewed General Permit is also attached.
If any parts, measurement frequencies or sampling requirements contained in this General Permit
are unacceptable to you, you have the right to request an individual permit by submitting an individual
permit application. Unless such demand is made, the certificate of coverage shall be final and binding.
Please take notice that this Certificate of Coverage is not transferable except after notice to the
Division. The Division may require modification or revocation and reissuance of the certificate of coverage.
Contact the Mooresville Regional Office prior to any sale or transfer of the permitted facility.
Regional Office staff will assist you in documenting the transfer of this CoC.
This permit does not affect the legal requirements to obtain other permits which may be required by
the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area
Management Actor any other Federal or Local governmental permit that maybe required.
If you have any questions concerning the requirements of the General Permit, please contact Charles
Weaver of the NPDES staff [919 807-6391 or [e-mail]].
cerely,
for Thomas A. Reeder
cc: Mooresville Regional Office / Surface Water Protection
NPDES file--- - -- -
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 One 512 North Salisbury Street, Raleigh, North Carolina 27604 NorthCaro,'�„ a .
Phone: [phone] /FAX [phone] I Internet: www,ncwaterquality.org
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper Aaturallff

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NCG550000
CERTIFICATE OF COVERAGE NCG550768
DISCHARGE OF DOMESTIC WASTEWATER FROM SINGLE FAMILY RESIDENCES AND
OTHER 100% DOMESTIC DISCHARGES WITH SIMILAR CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and
the Federal Water Pollution Control Act, as amended,
Harold Hope
Hope Children's Trust
is hereby authorized to discharge domestic wastewater [<1000 GPD] from a facility located
at
123 Langdon Road
Mooresville
Iredell County
to receiving waters designated as Lake Norman, a class WS-IV & B CA stream in subbasin 03-08-
32 of the Catawba River Basin in accordance with the effluent limitations, monitoring
requirements, and other conditions set forth in Parts I, II, III and IV hereof.
This certificate of coverage took effect August 1, 2013.
This Certificate of Coverage shall remain valid for the duration of the General Permit.
Signed this day August 20, 2013
for T as A. Reeder, Director
vision of Water Quality
By Authority of the Environmental Management Commission

NCDENR
North Carolina Department of Environment and Natural. Resources
Beverly Eaves Perdue, Governor
Harold Hope
Hope Children's Trust
3811 Bonwood Dr
Charlotte, NC 28211
Dear Permittee:
Division of Water Quality
Charles Wakild, P.E., Director
August 10, 2012
Dee Freeman, Secretary
RECEIVED
DIVISION OF WATER QUALITY
AUG 2 0 2012
Svvp SEC+ at — I'd
MOORESVILLE REGIONAL OFFICE
Subject: Renewal of coverage / General Permit NCG550000
123 Langdon Road
Certificate of Coverage NCG550768
Iredell County
In accordance with your renewal application [received on July 31, 2012], the Division is renewing
Certificate of Coverage (CoC) NCG550768 to discharge under NCG550000. This CoC is issued pursuant to
the requirements of North Carolina General Statue 143-215.1 and the Memorandum of Agreement between
North Carolina and the US Environmental Protection agency dated October 15, 2007 [or as subsequently
amended].
If any parts, measurement frequencies or sampling requirements contained in this General Permit
are unacceptable to you, you have the right to request an individual permit by submitting an individual
permit application. Unless such demand is made, the certificate of coverage shall be final and binding.
Please take notice that this Certificate of Coverage is not transferable except after notice to the
Division. The Division may require modification or revocation and reissuance of the certificate of coverage.
Contact the Mooresville Regional Office prior to any sale or transfer of the permitted facility.
Regional Office staff will assist you in documenting the transfer of this CoC.
This permit does not affect the legal requirements to obtain other permits which may be required by
the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area
Management Act or any other Federal or Local governmental permit that may be required.
If you have any questions concerning the requirements of the General Permit, please contact Charles
Weaver of the NPDES staff [919 807-6391 or [e-mail]].
711:C1
I
for Charles Wakild, P.E.
cc: Mooresville Regional Office /Surface Water Protection
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 One
512 North Salisbury Street, Raleigh, North Carolina 27604 NorthCarohna
Phone: [phone] / FAX [phone] / Internet: www.ncwaterquality.org Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NCG550000
CERTIFICATE OF COVERAGE NCG550768
DISCHARGE OF DOMESTIC WASTEWATER FROM SINGLE FAMILY RESIDENCES AND
OTHER 100% DOMESTIC DISCHARGES WITH SIMILAR CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and
the Federal Water Pollution Control Act, as amended,
Harold Hope
Hope Children's Trust
is hereby authorized to discharge domestic wastewater [<1000 GPD] from a facility located
at
123 Langdon Road
Mooresville
Iredell County
to receiving waters designated as Lake Norman, a class WS-IV & B CA stream in subbasin 03-08-
32 of the Catawba River Basin in accordance with the effluent limitations, monitoring
requirements, and other conditions set forth in Parts I, II, III and IV hereof.
This certificate of coverage shall become effective August 10, 2012.
This Certificate of Coverage shall remain valid for the duration of the General Permit.
Signed this day August 10, 2012
for Chtsiosin
Wakild, P.E., birector
D' of Water Quality
By Authority of the Environmental Management Commission

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Govemor Director Secretary
August 31, 2011
Mrs. Jane Hope
3811 Bonwood Dr
Charlotte, N.C. 28211
Subject: Rescission of NCG550768
Dear Mrs. Hope:
Division staff has confirmed -that the subject Certificate of Coverage is no longer required.
Therefore, in accordance with your request, NCG550768 is rescinded, effective immediately.
If in the future you wish to discharge wastewater to the State's surface waters, you must first
apply for and receive a new NPDES permit. Discharge of wastewater without a valid NPDES
permit will subject the responsible party to a civil penalty of up to $25,000 per day.
If you have questions about this matter, please contact Charles Weaver of my staff at the
telephone number or address listed below.
Sincerely,
r Coleen H. ul ins
cc: Mooresville Regional Office 1 Donna Hood 1
NPDES Permit file
Fran McPherson, DWQ Budget Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
512 North Salisbury Street- Raleigh, North Carolina 27604
Internet: hftp://portal.ncdenr.org/web/wq
Phone: [phone] / FAX [phone]
[e-mail]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
NorthCarohna
Natzmally'

i IFWA IWry
Postage $
CertiFled Fee "
ll6� rk
Retum Receipt Fee N Here
(Endorsement Required)
Restricted Delivery Fee
(Endorsement Required)
T" MS JANE HOPE
ser 3811 BONWOOD DRIVE
-R CHARLOTTE NC 28211 .............
orF
6 96F,
city" ��Lq•2�CI •------••--

Certified Mail Provides:
■ A mailing receipt
■ A unique Identifier for your mailpiece
■ A record of delivery kept by the Postal Service for two years
Important Reminders: .
■ Certified Mail may ONLY be combined with First -Class Mail® or Priority Mail
■ Certified Mail is not available for any class of international mail.
■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. Fc
valuables, please consider Insured or Registered Mail.
■ For an additional fee, a Return Receipt may be requested to provide proof o
delivery. To obtain Return Receipt service, please complete and attach a Retun
Receipt (PS Form 3811) to the article and add applicable postage to cover thi
fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver fo
a duplicate return receipt, a USPS® postmark on your Certified Mail receipt i;
required.
■ For an additional fee, delivery may be restricted to the addressee c
addressee's authorized agent. Advise the clerk or mark the mailpiece with th
endorsement 'Restricted -Delivery".
■ If a postmark on the Certified Mail receipt is desired, please present the arti
cle at the post office for postmarking. If a postmark on the Certified Ma
receipt is not needed, detach and affix label with postage and mail.
IMPORTANT- Save this receipt and present it when making an Inquiry.
PS Form 3800, August 2006 (Reverse) PSN 7530-02-000-9047

FIL'E/
C.
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Certified Mail
Return Receipt 12eguested
7008 1140 0002 2716 1534
Ms. Jane Hope
3811 Bonwood Drive
Charlotte, NC 28211
Dear Ms. Hope:
Diu -slop o Wa er Quality
Coleen H. Sullins
Director
August 19, 2011
Subject: NOV-2011-PC-0473
Dee Freeman
Secretary
Notice of Violation
Compliance Evaluation Inspection
123 Langdon Rd
NPDES General Wastewater Permit NCG550768
Iredell County, North Carolina
Enclosed please find a copy of the Compliance Evaluation Inspection Report for the inspection conducted at the
subject facility on Augusi'2, 2011, by Ms. Donna Hood of this Office.
This report is being issued as a Notice of Violation (NOV) because of the violations of the subject NPDES
permit and North Carolina General Statute (G.S.) 143,215:1 as 'detailed in the Permit Section of the attached
report. Pursuant to G.S..143=215.6A, a civil penalty of not more than twenty five -thousand dollars (25,000.00) per
violation per day may be assessed against any person who violates or fails to act in accordance with the terms,
conditions, or requirements of any permit issued pursuant to G.S. 143-215.1.
- On the day of the inspection, Mrs. Sandy Salle, was available for the inspection. As previously discussed with
Mrs. Salle, the site has a single family wastewater discharge permit with the Division of Water Quality. At this
point, it is unclear whether the site still needs to retain the permit. Permitting fees have not been paid since 2007.
If this permit is not necessary, please submit a letter requesting that the permit be rescinded. The request for
rescission should be sent to the following address:
f
Mooresville Regional Office
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] Fax: [phone] Customer Service:1-877-623-6748 One Internet: whn;i.ncLvaterquality.org
I° offliCarolina
at
An Equal Opportunity 1 Afarmalive Action Employer — 50% Recyded110% Post Consumer paper ". j

p €rJ
u ...ant.:�t'L� i
NOV-201 ? P e 3
-august 19, 2011
Attn: Mr. John Hennessy
NC Division of Water Quality
Surface Water Protection
Compliance & Expedited Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
In the request for rescission, please include the following pertinent information:
1. You have not installed the discharge system
2. You do not need to install the discharge system
3. You request for the permit to be rescinded
If the permit is still required, please submit the overdue amount with the enclosed invoices to the address on the
invoices.
It is requested that a written response to the inspection be submitted to the Division -of Water
Quality/Mooresville Regional Office discussing whether the permit will be rescinded or the annual permit fees will
be paid by September 2, 2011. In responding, please address your comments to the attention of Ms. Marcia
Allocco. Actual fees or permit rescission request should be submitted to the Raleigh address.
This report should be self-explanatory; however, should you have any questions concerning the report, please
do not hesitate to contact Ms. Hood or me at [phone].
Sincerely,
-C-70--e- Robert B. Krebs
Surface Water Protection Regional Supervisor
Enclosure
DH

0
Untied States Envircnnnentai F-ctection Agency
corm Accraved.
Washington, D.C. 20�60 OMB \to. 2040-0057
/�
E PA
Watel- Compliance Inspection Report A.pprovai expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection 'Type Inspector FacType -
1 1 NI 2 151 31 NCG550768 1 11 121 11/08/02 117 181 OI 191 sI 201_1
Remarks
2111111111111111111111111IIIIIIIIIIIIIIIIIIIIIIII
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA - --- ---- ---Reserved---- — -- -
671 4.0 169 701 1 71 1_1 721 NJ 73 LLJ 74 751 1 1 1 1 1 1 1 80
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
11:00 AM 11/08/02
02/08/01
123 Langdon Road
Exit Time/Date
Permit Expiration Date
123 Langdon Rd
Mooresville NC 28117
11:30 AM 11/08/02
07/07/31
Name(s) of Onsite Rep resentative(s)/Titles(s)/Phone and Fax Numbers)
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Jane Hope,3811 Bonwood Dr Charlotte NC 28211//704-364-1828/ No
Section C. Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Operations & Maintenance M Records/Reports Self -Monitoring Program
Facility Site Review
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
_
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers. Date
Donna Ho d MRO WQ//704-663-1699 Ext.2193/ .
Signature of Management Q A Revie er Agency/Office/Phone and Fax Numbers Dat !! `
M rcia occo MRO WQ//704-663-1699 Ext.2204/
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPIDES yrfmo/day Inspection Type
3 NCG550768 I11
12 11/08/02 1 17 18 lCl
h 0 l
Page # 2

Permit: NCC550768
Inspection Date: 08/02/2011
Owner -.Facility: 123 Langdon Road
Inspection Type: Compliance Evaluation
Permit
Yes No NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
n a n fL
Is the facility as described in the permit?
❑ !
# Are there any special conditions for the permit?
Is access to the plant site restricted to the general public?
n n n
Is the inspector granted access to all areas for inspection?
n n n
Comment: The permittee has not maintained compliance with the permitting fees.
Operations & Maintenance
Yes No NA NE
Is the plant generally clean with acceptable housekeeping?
❑ ❑ '
Does the facility analyze process control parameters, for ex: MLSS, MCRT,. Settleable Solids, pH, DO, Sludge n n n
Judge, and other that are applicable?
Comment: ' The type of system available at the site was unknown. The current renter
has been instructed to pump out the septic tank every three months because of the
condition of the current wastewater treatment system.
Record Keeping
Yes
No
NA
NE
Are records kept and maintained as required by the permit?
n
n
n
Is all required information readily available, complete and current?
n
Cl
n
Are all records maintained for 3 years (lab. reg. required 5 years)?
n
❑
❑
t
Are analytical results consistent with data reported on DMRs?
n
n
n
Is the chain -of -custody complete?
n
n
n
-
Dates, times and location of sampling
LEI
Name of individual performing the sampling
Results of analysis and calibration
f
Dates of analysis
Name of person performing analyses
Transported COCs
i
Are DMRs complete: do they include all permit parameters?
❑
❑
❑
Is
i
IHas the facility submitted its annual compliance report to users and DWQ?
n
n
00
(If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator on each shift?.
n
n
n
Is the ORC visitation log available and current?
n
❑
o
o
Is the ORC certified at grade equal to or higher than the facility classification?
n
n
❑
Is the backup operator certified at one grade less or greater than the facility classification?
i
n
n
n
ti
Page # 3 -

Permit: NCG550768 Owner - Facility: 123 Langdon Road
inspection Date: 08102/2011 Inspection Type: Compliance Evaluation
Yes No NA NE
Record Keeping
is a copy of the current NPDES permit available on site? ❑ in ❑ ❑
Facility has copy of previous year's Annual Report on file for review? ❑ n ❑
Comment: No records have been made available for review. Numerous phone calls
to the land owner, Jane Hope, have gone unreturned.
Page # 4

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery Is desired.
0 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.
Article Addressed to:
)811`130NWOQD,,DRIVE,
:HARLOTTE, .'NC ,28211 ` "• ''' 4'
A. -Signature
❑ Agent
❑ Addressei
ecei by (Prf me) C. pate of Delivers
D. s delivery ad ress die m item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3 Service Type
Certified Mail ❑ Express Mail
Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D. .,.
4. Restricted Delivery? (Extra Fee) ❑ Yes
7008 1140 0002 2716 1534
G Form 3811. February 2004 '. I ; Domestic Return Receipt tnssas-naM'itia

UNITED STATES POSTAL SERVICE
First -Class Mail
Postage & Fees'P�id
LISPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •.,
a
<
LL.
C�
NCDENR/DWQ
,SURFACE WATER PROTECTION
L>LU
o
,
610 EAST CENTER AVENUE
!&
SUITE 301
1A
MOORESVILLE NC 28115
0
Eli
v
0
il,lsi,„l_,i,l,l,i,,,!it l,i,i„l,i,,,Fii,l

Property Data
Page 1 of
J
0
Iredell County
Property Data
Parcel Number: 4627502633.000
Inquiry Date: 8/2/2011
Disclaimer: While every effort is made to keep information provided over the internet accurate and up-to-date, the County does not
certify the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping
data herein, or for their use or interpretation by the User.
Tax Account Number: 000077373870
Old Parcel Number: 1702L02000A396
Owner Name: WILLIAM R CULP JR TRUSTEE FOR
Mailing Address: C/O HAROLD HOPE TRUSTEE NEW YORK NY 101280000
Property Location: LANGDON RD
Lot Number: 396
Legal Description: CRESCENT LAND+TIMBER CORP S8 P615-74
Municiple information
n
Township Code: 17
City Code: 00
httuJ/web2.mobile311.com/IredellReDolt/ret)oit.asi)x?PIN=4627502633.000 8/2/2011

Prope�-ry Data
Page 2 of 2
v
Neighborhood Code: 17226
Fire Code: unavailable
Value InforMation - Current. Year Ta.N Card.
Building Value: 141970
Other Building Features: 5570
Land Value: 340000
Fair Market Value: unavailable
Tax Assessed Value:487540
Deferred: 0
Land Information - Register_of Deeds Online Search
Date Recorded Document Type Deed Book Deed Page
19940816 WD 926 1306
Tax Information
Exemption Tax Code 1 Tax Code 2
C FR04
Plat Book & Page Land Area Land Type Zoning
15-74 0.72 AC RR
Tax Code 3 Tax Code 4 Tax Code 5
SW
Iredell County
704.878.3118
Harmony
704.878.3118
Love Valley
704.878.3118
City of Statesville
704.878.3575
Town of Troutman
704.528.7600
Town of Mooresville
704.662,7040
Village of Davidson
704.892.7591
�httna/weh?..mnhile�l 1 _cnm/TredellRennrt/rennrt.acnx?PTN=469.7502633.000 8/2/2011

(Page 1 of 2)
- C - _`�yt�.�sPr� cos . �.
•
903
FILED
-IREDELL. C-UNIT""
i
�11 jtic 15 Pi.l2: 1,9
r
•
i
1
i,
' Exelse lthx $0. 00 Reeording'rime. Book and Page
Tax Lot No. _--_._._....._...Parcel Identifier No.�
Verified by __. _.County an the._._., _— day of
by,
de
L.L-C., Trade St. Ste_
1
Culp Elliott & Ca enter P 227 W. 1500
Mail after recording to_..._... — _�—�._�_._ _.�..._._._._:.._......_
it
F
Chatlottey NC 28202
This iristrumentwas prepared by,CUlp Elliott & Carpenter: P.L_L.C.
1
Brief description for the Index ILT 396,sEC 8, I
4
NORTH CAROLINA G1'NERAL WARRANTY DEED
THIS DEED made this _._15th_••day of.._...._ _ _._�__ ..�_?ulk'_, 1021...._., by and between
GRANTOR
William R. Culp, Jr. Trustee for the
Harold P_ Hope, Jr. and wife,
Hope Childrens Irrevocable GST
Trust U/A/D 12-10-93
Jane W. Hope
C/o William R. Culp, Jr.
227 West Trade Street, Suite 1500
-
Charlotte, NC 28202
i
Enter to appropriate Mock for each party; -awe, addrew. and, it appropriate, character of entity, e.q. corporation or partnenhlp•
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
t
shall include singular, plural, masruline, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt nt which is hereby
aelmowledged, has and -by these presents does grant, bargain. sell and convey unto the Grantee in fee simple, all that
__ __..._—.-__.__...._. ___
certain lot or parcel of land situated in the City Davidson Township,
i Iredell _,—_ County. North Carulina and mare particularly described as foll..ws:
BEING Lot 396, in section 8, as shown on map recorded in Map Book 15, at Page 74 in the
office of the Register of Deeds for Iredell County AND BEING a part of the property conveyed
to Crescent Land and Timber Corp. by deed of Duke Po ter Company recorded in Book 4$2, Page
91 in the office of the Register of Deeds for said County.
A title search was not performed by the deed preparer.
H.C. Bar Association Form No. L-3, ° 1976, Revised 0 1977
v" standard ra— taa Ewen epprares jo:ulr r/
trs W. C. car'aaeaetltl= and The ■. C. lee9r1ati= ct etaltone.
7.
..... ..... a.. _.. ._ b ... o n.e . _...V Book 926. Paae 1306. File Number

(Page 2 of R)
M
The property hereinabove described was -acquired by Grantor by instrument recorded in Hook 692.. Page 788 in
the Iredell County Public Registry
A map ehotvinit the above described property is recorded in 14aP Book 15. Page 7�1
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
the some in fee simple.. that title is marketable and free and clear oiall encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons.whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
1. All valid and enforceable easements_, restrictions and rights -of -way of record, including
the lien for'1994 ad valorem taxes not yet due and payable, the obligation for.the payment
of which is hereby assumed by Grantee.
2. Deed of Trust executed by Harold P. Hope, Jr. and Jane 11. Hope to Frank R. Thies, Jr.,
Trustee for Thies. Realty and Mortgage Company recorded November 17, 1903 in Book. 553, Page
72 in. the Iredell County 'Public Registry, securing $112,500.00.
IN WITNESS WHEREOF. the Grantor has hereunto set his hand and seal, or it corporate, has ..used this instrument to he signed to Us
r otPOnt! name by Its duly authortard officers and its seal to be hertunto affixed by authority of it. 9oard or Directors. the day and Year tint
Wo►e.amten.
.................................................. ............ i .. v - ­ ' -----------------------.(SEALf
tcorponte Names 7 Harold P. Hope, J� p-
By:------------ _......................... ................... 1
Y - ...... ...(SEAL)
............................ ..
ATTEST: i • a>Li• •Near ..._. __-_-.(SEAL) __._.__.i
e w Hope
.................y:......:.c6tertiary (Corporate Seat)
r'
........ ............................. (SEA W
SEAL-STaridP• .,
; s NORTH CAROLINA. ....... fkgkleA. 113:2..._...__.. County.
Y.t. a Notary PObtir of the County and State aforesaid. certify that H_.scoldP. ....... Hope,,•J_,-_an¢_______ r.
•�
'wife,..Jane_ Yl...>39Pe...... ............... Gnptor,
.
•.'•W pecsopally appeared before me this day and acknowledged the execution of the foregoing IhsttumtnL Witnns toy
•--,•�'-..,...••-�.�-s
:.-.
�' �'6aud and official stamp or seat. this �/._._ dal of .f• __.... _... 19�'F
. _
• - � c: .::__ � . Lly Cunr,sion Expires June 15, 1�15�/i,,
....__. ._..-....._ Notary Public
My commissioo expires: .......... ..............
SEAL-STA39F
NOETR CAROLn7A................................... County.
1. a Notary Public of the County and State afofeuld, certify that ..........................................
x Personanr came before me this day and acknoveledSed that ..__ he It ........................... Serreta67 of
.=
a, ...'..... ............... .............._........ a North r.irpnna cofpwall..' San 'nat by a tu.My only
0
.O given and as the act of the Corporation, the foregoing instrument was sigped In it, name by. Its ...............
President. stated with IN corporate seal and atirit" by ........... n its ........................... Secretary.
witness my hand and official stamp or seahthts .------ day of --------------------------- 1y._____-_.
My comaltnion expires: ...................._........ ................... Notary Public
7the forejoing Clruticatets) o7 ._ .._ _ ---
Islc=ter°nrd to be correct This Instrument and this renincate are duly repttered at the date and time an M the Hoot and Page uloRn on the
Tint ys neof. dy/)�
.. ._ . ................fir 1C...._...__.___....... RtGISTER or DEEDS FOR _.... _... ........... :Y}-_._.._....COUNTT
By .. �/1�\ . �lV.....:t..l-:................_._._......t�4q.-Atslt4ue-Reg4ttr of Deede
V
10 V.C. Bar Association Yosm floe L-3, ° 197i3f Revised ° 1977 SA
�y�
sate Standard sure w tahn ap)re,rd toic:ty ty„ A l
Its e. C. 11—-��ticn sod t!e a- C. anxis,
to of dealt-sw. to am or... e o a a o a a 1. 0 ■
—..... a... .vt�w. iAaes.gp- .i .. t...... .,R A+•1, V_.''v 3.,__v _ _ __... - ;1 ter®
IN
Book 926 . PanP 1.306 . Fi 1 P Nlrmhcar

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Alan W. Klimek, P.E., Director
July 26, 2002
JANE HOPE
HOPE JANE & HAROLD - SFR
3811 BONWOOD DR
CHARLOTTE, NC 28211
I A 11 1 A
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Reissue - NPDES Wastewater Discharge Permit
Hope Jane & Harold - SFR
COC Number NCG550768
Iredell County
Dear Permittee:
In response to your renewal application for continued coverage under general permit NCG550000, the Division of
Water Quality (DWQ) is forwarding herewith the reissued wastewater general permit Certificate of Coverage
(COC). This COC is reissued pursuant to the requirements of North Carolina General Statute 143-215.1 and the
Memorandum of Agreement between the state of North Carolina and the U.S. Environmental Protection Agency,
dated May 9, 1994 (or as subsquently amended).
The following information is included with your permit package:
A copy of the Certificate. of Coverage for your treatment facility
* A copy of General Wastewater Discharge Permit NCG550000
* A copy of a Technical Bulletin for General Wastewater -Discharge Permit NCG550000
Your coverage under this general permit is not transferable except after notice to DWQ. The Division may require
modification or revocation and reissuance of the Certificate of Coverage. This permit does not affect the legal
requirements to obtain other permits which may be required by DENR or relieve the permittee from responsibility
for compliance with any other applicable federal, state, or local law rule, standard, ordinance, order, judgment, or
decree.
Please note that effective January 1, 1999 the fees for all.permits issued by DWQ were changed. This changed the
fee for your wastewater general permit coverage from a $240 fee paid once every five years to a yearly fee of $50.
If you have not already been billed this year for the yearly fee, you will receive a bill later this year.
If you have any questions regarding this permit package please contact Bill Mills of the Central Office Stormwater
and General Permits Unit at [phone], ext. 548 _;.,.,.
Sincerely,
���''" JUL 3 I 2002
for Alan W. Klimek, P.E.
cc: Central Files
Stormwater & General Permits Unit Files
Mooresville Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

ilN
xy-
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE'
DIVISION OF WATER QUALITY
June 16, 1999
Harold Hope
3811 Bonwood Drive
Charlotte, North Carolina 28211
Subject: Wastewater Discharge Permit
Harold Hope
NPDES Permit No. NCG550000
Cert. of Coverage No.
NCG550768
Iredell County, NC
Dear Mr. Hope:
. Our files indicate that the subject wastewater discharge permit was issued to Mr.
Harold Hope for a wastewater discharge from the subject residence. The Mooresville
Regional Office requests that you contact this Office if you do not have a copy of the
subject permit, if a change in property ownership has occurred, or if you have any
questions regarding -this matter. }
Pursuant to conditions of North Carolina General Permit Number NCG550000,
the following documentation must be kept and readily available for inspection for a
period of at least three years:
required maintenance activities relating to the wastewater treatment system `
yearly sample analyses results for the parameters listed on the effluent
limifation/monitoring page of the permit
required inspections of disinfection apparatus and septic tanks
Please do not hesitate to contact Roberto Scheller at [phone] if you have
any questions.
Sincerely,
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
'_\
cc: Iredell County Health Department
rls 919 NORTH MAIN STREET, MOORESVILLE, NORTH CAROLINA 281 IS
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard,. Jr., P.E.,
Jane&Harold Hope
3811 Bonwood Drive
Charlotte, NC 28211
Dear Permittee:
mAR ?,5 1999
A14'
[DEHNR
Director
a_.,_ ..._ .. .. July. 21, 1997
Subject: Certificate of Coverage No. NCG550768
Renewal of� General Permit
Hope, Jane & Harold- Residence
Iredell County
In accordance with your application for renewal of the subject Certificate of Coverage, the Division is forwarding
the enclosed General Permit. This renewal is valid from the effective date on the permit until July 31, 2002. This
permit is issued pursuant to the requirements of North Carolina General Statute 143-215 .1 and the Memorandum of
Agreement between North Carolina and the U.S. Environmental Protection Agency dated December 6, 1983. If any
parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have
the right to request an individual permit by submitting an individual permit application. Unless such demand is
made, this Certificate of Coverage shall be final and binding.
The Certificate of Coverage for your facility is not transferable except after notice to the Division. Use the enclosed
Permit Name/Ownership Change form to notify the Division if you sell or otherwise transfer ownership of the
subject facility. The Division may require modification or revocation and reissuance of the Certificate of Coverage.
If your facility ceases discharge of wastewater before the expiration date of this permit, contact the Regional
Office listed below at [phone]. Once discharge from your facility has ceased, this permit may be rescinded.
This permit does not affect the legal requirements to obtain other permits which may be required by the Division of
Water Quality, the Division of Land Resources, Coastal Area Management Act or any other Federal or Local
governmental permit that may be required.
If you have any questions concerning this permit, please contact the NPDES Group at the address below.
Sincerely,
i
y A. Preston Howard, Jr., P.E.
cc: Central Files 6
M'ooresvillLReg onaLOffice,
NPDES Group
Facility Assessment Unit
P.O.Box 29535, Raleigh, North Carolina 27626-0535 (919):733-5083 FAX [phone] p&[e-mail]
An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper

STATE OF NORTH CAROLINA
DEPARTMENT -OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG550000
CERTIFICATE OF COVERAGE NO. NCG550768
TO- DISCHARGE DOMESTIC WASTEWATERFROM SINGLE FAMILY RESIDENCES
.AND .-OTHER DISCHARGESWITHSIMILAR CHARACTERISTICS UNDER THE,
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by. the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
Jane&Harold Hope
is hereby authorized to operate a wastewater treatment facility which includes a septic tank, sand filter
and associated appurtenances with the discharge of treated wastewater from a facility
located at
Hope, Jane & Harold- Residence
123 Langdon Road
Mooresville
Iredell County
to receiving waters designated as subbasin 30832 in the Catawba River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth
in Parts I, II, III and IV of General Permit No. NCG550000 as attached.
This certificate of coverage shall become effective August 1, 1997.
This certificate of coverage shall remain in effect for the duration of the General Permit.
Signed this day July 21, 1997.
k. Preston HowardvJr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Ms. Jane W. Hope
Mr. Harold P. Hope, Jr.
3811 Bonwood Drive
Charlotte, North Carolina 28211
Dear Ms. Hope:
aA74
�
L7EHN1�
N.C. DEPT. OF
November 17, 1995 ENVIRONMENT, HEALTH,
& NATURAL RESOURCES
NOV 29 1995
ENVIRONMENTAL MANAGEMENT
i.3VILLE REGIONAL OFFICE
Subject: Permit Issuance/
Authorization to Construct
Permit No. NCG550768
Hope Residence
Iredell County
In accordance with the application for discharge, the Division is forwarding
herewith the subject Certificate of Coverage to discharge under the subject state - NPDES
general permit. This permit is issued pursuant to the requirements of North Carolina
General Statute 143-215.1 and the Memorandum of Agreement between North Carolina
and the U.S. Environmental Protection Agency dated December 6, 1983.
The wastewater treatment plant as shown on the plans will violate the buffer
requirement of 15A NCAC 2H .0219 0) (5) (J) (iv). The Division is granting a waiver to
this requirement due to a letter from Frank E. Mangum, the affected property owner.
If any parts, measurement frequencies or sampling requirements contained in this
permit are unacceptable to you, you have the right to request an individual permit by
submitting an individual permit application. Unless such a demand is made, this Certificate
of Coverage shall be final and binding.
A letter of request for an Authorization to Construct was received June 19, 1995 by
the Division and final plans and specifications for the subject project have been reviewed
and found to be satisfactory. Authorization is hereby granted for the construction of a 360
gpd wastewater treatment system consisting of a 1500-gallon septic tank, a 1500-gallon
dosing tank, a 25' by 12.5' recirculating sand filter, a tablet chlorinator, a chlorine contact
tank with a 30 minute detention time, and a cascade aerator with discharge of treated
wastewater into Lake Norman, a Class WS-IV B water in the Catawba River Basin. In
addition, the system components must be located above the 100-year flood line on the
property.
This Certificate of Coverage shall be subject to revocation unless the wastewater
treatment facilities are constructed in accordance with the conditions and limitations
specified in Permit No. NCG550000. Please take notice that this Certificate of Coverage is
not transferable except after notice to the Division of Environmental Management. The
Division of Environmental Management may require modification or revocation of the
Certificate of Coverage.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer . 50% recycled/ 10% post -consumer paper

NCG550768
Hope Residence
November 17, 1995
Page 2
The Mooresville Regional Office, phone no. [phone], shall be notified at
least forty-eight (48) hours in advance of operation of the installed facilities so that an in -
place inspection ban be made. Such notification to the regional supervisor shall be made
during normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday,
excluding State Holidays.
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with the NPDES Permit, this Certificate of
Coverage and the approved plans and specifications. Mail the Certification to the Permits
and Engineering Unit, P.O. Box 29535, Raleigh, NC 27626-0535. A copy of the
approved plans and specifications shall be maintained on file by the Permittee for the life of
the facility.
The sand media of the sand filter units must comply with the Division's sand
specifications. The engineer's certification will be evidence that this certification has been
met.
A leakage test shall be performed on the septic tank and dosing tank to ensure that
any ex -filtration occurs at a rate which does not exceed twenty (20) gallons per twenty-
four (24) hour per 1,000 gallons of tank capacity. The engineer's certification will serve as
proof of compliance with this condition.
This permit does not affect the legal requirements to obtain other permits which may
be required by the Division of Environmental Management or permits required by the
Division of Land Resources, Coastal Area Management Act, or any other Federal or Local
governmental permits that may be required.
If you have any questions or need additional information, please contact
Mr. Jay Lucas, P.E., at telephone number [phone], ext. 502.
Sincerely,
+ Original Signed By
David A. Goodrich
A. Preston Howard, Jr., P.E.
cc: Central Files
ooresIV? 11 a to ignWater Quality
edell County Health Department
Permits and Engineering Unit

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
GENERAL PERMIT NO. NCG550000
CERTIFICATE OF COVERAGENO. NCG550768
TO DISCHARGE DOMESTIC WASTEWATERS FROM SINGLE FAMILY RESIDENCES AND OTHER
DISCHARGES WITH SIMILIAR CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
Jane W. Hope and Harold P. Hope, Jr.
is hereby authorized to operate of a wastewater treatment facility that consist of a septic tank, recirculation sandfilter,
chlorination, post aeration and associated appurtenances with the discharge of treated wastewater from a facility
located at the
Hope Residence
123 Langdon Road
Mooresville
Iredell County
to receiving waters designated as Lake Norman in the Catawba River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III
and IV hereof.
This certificate of coverage shall become effective November 17, 1995
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day November 17, 1995
Original Sighed By
David X Goodrich
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

f '1-
t, W%tb'AO_
\verplanx soo
•tim
-TO 0
x
A.,
If
kP
f
Cc,
A
8
Creek
00,
\.5c?77
� /�/\� �) 1, f �/( �', 1 • (ui..1 , :� \ ti .1 / (,�
oil 71 t p
920
MI
0
o 1. la
ts?
A
7
K-1
8
N
cp 'w
W 800
d5
J(
C.
Ch
r
i lk
Boat e• ll
Ramp
1941
)6,
`i%
864
e4;1 1
135
1 1
41

SOC PRIORITY PROJECT: No
To: Permits and Engineering Unit
Water Quality Section
Attention: Jay Lucas
Date: July 20, 1995
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Iredell
NPDES Permit No.: NCC550769
MRO No.: 95-108
PART I - CENERAL INFORMATION
1. Facility and Address: Jane Hone Residence
3811 Bon..'ood Drive
Charlotte,.N.C. 28211
2. Date of Investigation: July 20, 1995
3. Report Prepared By: Michael L. Parker, Environ. Engr. II
41 Person Contacted and Telephone Number: David Roberts,
Applicants Engineer, [phone].
5. Diiections to Site: From the jct. Of SR 1115 (McKendree
Church Rd..) And SR 1457 (Digh Circle) in southwestern
Iredell County, travel north on SR 1457 - 0.45 mile and turn
right on L.angdon Rd.. (No SR number). The Hope residence is
the third residence on the right side of Langdon Rd.
(L.angdon, road i s .a dirt road) .
6. Discharge Point(s), List for all discharge Points: -
Latitude: 350 3 ' 37''
Longitude: 800 55' 54"
Attach a USCS Map Extract and indicate treatment plant site
and discharge point on map.
USCS Quad No.: E 15 SEA/
7. Site size and exkansion.area consistent with application:
Yes. Very limited area is available for expansion, if
necessary.
S. Topography (relationship to flood plain included): Hilly, 5-
15% slopes. The site is above the high water elevation of
Lake Norman.
9. Location of Nearest Dwelling: Approx. 150 feet from the
proposed WmTP site.

Page Two
10. Receiving Stream or Affected Surface platers: Catawba River
(Lame Norman)
a. Classification: EPIC -IVY B
b. River Basin and Subbasin No.: Catawba 030832
c. Describe receiving stream features and pertinent
downstream uses: Primary and Secondary recreation with
frequent bodily contact. There are no known drinking
water intakes located in the immediate area.
PART II - DESCRIPTION OF DISCHARCE AND TREATMENT WORKS
1. a. Volume of Wastewater: 0.00036 MCD (Design Capacity)
b. What is the current permitted capacity: N/A
C. Actual treatment capacity of current facilit},(current
design capacity): N/A
d. Date(s) and construction activities allowed by previous
ATCs issued in the previous two years: N/A
e. Description of existing or substantially constructed
WWT facilities: The existing :sWT facilities consist of
a septic tank followed by a nitrification field.
f. Description of proposed ,rWT facilities: The applicant
proposes to construct a recirculating sand filter
treatment system consisting of a 1500 gallon capacity
septic tank followed by a 1500 gallon capacity
dosing/pumping tank, a recirculating sand filter bed, a
100 gallon chlorine contact tank, and cascade aeration.
Possible toxic impacts to surface waters: Chlorine will
be added to the waste stream.
h. Pretreatment Program (POTWs only): Not Needed.
2. Residual handling and utilization/disposal scheme: Septage
will be removed as needed by a septage hauler and disposed
of at a location approved by the DEH.
3. Treatment Plant Classification: Less than 5 points; no
rating (include rating sheet). Class I
4. SIC Code(s): 9999
Wastewater Code(s): 04
5. MTU Code(s): 45007
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Crant.
Funds or are any public monies involved (municipals only)?
Iwo

Page Three
?. Special monitoring or limitations .(including toxicity)
requests: None at this time.
?. Important SOC/JOC or Compliance Schedule dates: N/A
4. Alternative Analysis Evaluation
a. Spray Irrigation: Insufficient area.
b. Connect.to regional sewer system: None available.
c. Subsurface: Existing system has failed with no
opportunity for repair.
PART IV - EVALUATION AND RECOMMENDATIONS
The applicant, Mrs. Jane Hope has applied for an NPDES
permit to discharge wastewater from a SFR into Lake Norman
(Catawba River). The existing residence is currently served by a
septic tank/nitrification field, which is presently failing and
there' -is no available area for repair. Off -Site repair has been
evaluated, however, additional off -site repair area is currently
unavailable. Faced with no other disposal option, Mrs. Hope is
proposing to discharge into the Lake.
The proposed facilities appear to he capable of complying
with the suggested BPJ effluent limitations (BODS-15 mg/1, NH_3 as
N-4 mg;1). There appears to be a buffer conflict between the
location of the proposed EgWTP and the adjacent property line,
however, we have no objection to the applicant obtaining a
variance for the construction of the proposed .4WT facility
provided concurrence is also obtained from the adjacent
homeowner.
Pending receipt and approval of the WLA, it is recommended
that a Permit be issued as requested.
Signature ofy port Preparer at
r Yu v g Water n ual Regional onal u ervi sor Dat e c
h; \dS_ ,dsr95\F.n: 5_

I
Nili.
M
)0\
"818
05 t\I
6
epp
10
Ramp
Creek
Qj 4
h
ry Creek

• ,-
MATING
i.
f
SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facility:
-11/%/
owner or Contact Person: �iWr IV
Alailing Address 38 Aaxj4J� 4' 1IVJ� A ai •�- zr
pounty: - ���`l/ Telephone: O,f — � l 2-
�resent Classification: AlK New FacilityL.—,� Existing Facility
PDES Per. No.44GW-Nw5,078Nondisc. Per. No.WO Health Dept.Per No.
Rated by: phone: 716r-6G3 -/( f? Date: 9� O
Reviewed by: Health Dept. Telephone:
Regional Office Telephone:
Central Office Telephone:
®RC: _Grade : Telephone:
heck Classification Subsu ce Spray Irrigation Land Applica 'on
Wastewater Classification: (Circle One) I II III IV Total Points
**cik all units that apply)
septic tanks
-wimp tanks
siphon or Pwp-d=Mg systems
sand filters
grease trap/interceptor
oll/waler separators
gravity subsurface treatment and disposal:
pressure subsurface treatment and disposal:
SPRAY iRRIGATIt7N CLASSIFICATION
(check all units that apply)
1.
preliminary treatment (definition no. 32 )
2-
lagoons
3`_septic
tanks ^
4`_pump
tanks
5.
pumps
S_sand
filters
7—grease
trap/iinteroeptor
8.
oll/water separators
9.dWnfectlon
10.chemical
addition for nutrienthdgae control
11.
spray irrigation of wastewater
In addition to the above classifications, pretreatment of wastewater In excess of these components shall
be rated using the point rating system end will require an operator . with an appropriate dual certification.
LAND APPLICATiONIRESIDUALS CLASSIFICATION (Applies only to permit holder)
1. Land apprication of biosolids, residuals or contaminated sails on a desipnaled site.
WASTEWATER TREATMENT FACI I Y CLASSIFIt:AT10N
The following systems shall be assigned a Class I classification, unless the flow is of a significant quantity or the technology is unusually
complex, to require consideration by the Commission on a case -by -case basis: (Check I Appropriate)
1 Oil/water Separator Systems consisting only of physical separation, pumps and disposal;
Septic TankSand Filter Systems consisting only of septic tanks, dosing apparatus, pumps,Nuw fillers, disinfection
end direct discharge;
3. Lagoon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necessary chemical treatment for
algae or nutrient control, and direct discharge;
4. Ctosed-bop Rekycle Systems;
$. Groundwater Remediation Systems consisting only of oiL water separators, pumps, air -stripping, carbon adsorption, disinfection
and disposal;
S.__Aquaculture operations with discharge to surface wafers;
7. _ Water Plant sludge handling and back -wash water. treatment;
$.___Seafood processing consisting of screening and disposal.
e. Singla-family discharging systems, with the exception of Aerobic Treatment Units, will be dassifwd I permitted after July 1,
IM or I upon Inspection by the Division. It Is found that the system Is not being adequately operated or maintained. Such
systems will be notified d the cimsification or reclassification by the Commission, In writing.

The following scale is used for rating wastewater treatment facilities: (circle appropriate points).
REM POINTS
(2)
(3)
(4)
(5)
(a)
ftdustrtel Pretreatment Units or hdustrial PM11matm0rt Program (see dsfkftn No.33).:.................................:t....:........A
DESIGN FLOW OF PLANT IN plod (rot applicable to non•oontaminated cooing waters, sludge handing faeiUtiee (or
twitter purifkatbn plants, totatiy dosed, cycle systems(sae definition No. 1t), and facilities consisting only of hem
(4)(d) or items (4)(d) and (11)(d)) -
0 - 20,000............ «.:.».» ._.».».«._...»».........................._.._...:...».».......»...... ....... _.............. .........
20.001 - 60.000.._._.»..............»_..:_.»..».....................»........................:.....»....._.......»».................
60.001 - 100.000........ »_»»..... ...».»..._....:................................. ... ...................»»........................
3
100.001 - 250,000........... ... ............................. :...................»..:»...».»_»........«....»..._..................A
260.001 - 500.000.. ............»........_... ... .............................. ..._.._»..».....................................6
600.001 - 1.000,000...»....»...»:................»..............»........».........»........»...»....».�..»....................a
1.000.001 - 2.000.000.:......... .. ........................�.���... m a ntarri.................
um.ol . _._.__ ». 0
2,0D0,001 (and up) rate 1 point additional for each 200.000
Design Flow (gpd) .
PREI.NANARY UJITSlPROCESSES (ses definition No32)
(a) Bvsrnans...... »......... ............ »..»...».»..._:..»......................... ........... »....................... .......................... 1
or
(b) Mechanical Screins, Static Screens or Comminuting Devices ..... ............. ................................ 2
(c) Orit Ranoval..... ..... ».»........................... .............................. .... ........ ................................................. 1
(d) or Mechanics! or Aerated Grit Remwal.......... .... .............................................................. .......................2
(e) Flow Massuring Device...». ....... .....»._..»».._......»».....»».....»_.......... »......... ..._...... .......»..................... 1
or
(f) hstrumented Flow Maawnment..........»._...»..»............. ............ ......... »........................ _....................... 2
(g) Preaeratlon... .»................. »....»...«.........»........_................».»..»..„.......»..............................................2
(h) Muent Flow EquaRtatbn.....».........» .».,,,,„»._.._.....»..:...».»..».............................................::.............2
(i) Grasse or OII Separators - Gravity.-.-- ._ __...� _...._......_ .. �.»._..._....«..._.»_..._. _..._...._..._...2
Mechanical....... «........»»..»...........».»..»..»......»...».».....»....._.......»»........ ....»..._ ...................3
Dissolved Ala Rotation.«.......»«...._»......_.......»._.._...._........--------- »........_............................... ...........
a
PF&AARYTREATMENTLINITSIPROCES$ES .»
(a) 6"Ilc Tank (nee defWtion No. 43).... .....».._ .... ............_ _».......:» .........._............
(b) Imhoff Tank ..... _»:_.,:.»....»...,................»...._.........»..:.:.......... 5
(c) Primary Clarifiers. ....................»............»: »..»»..........».» .»..:..............:.................. ....... ............ ..........
(d) Sewing Ponds or Senting Tanks for horganic Non to:k Materlafs (sludge handling faclitfes for water
purMkation plants, sand. Gravel, stom and other misting operations except recreational aetivbles such as gem
orgold mining)._......._..........».......:..._»........».........»»...._.»....»...».:..............«.............»..........2
SEMY DARtITREATIr WT U ffSMRDCESSES
(a) Carbonecsous Stage
(1) Aeratlon-Hgh Purity Oxygen System.«....»_.....»..».. «.»«..»._.«... ._.._..20
Dftaed Ala System. _.».».»..... _.»..........»...........10
Mechanical Air System (fbred, floating or rotor).:.. . �.r.._...-.»- _...-•- - ..d
SeparateSludge Rf+sersdbn.»..».»»»._..»».».».«».»...»............_...».._» »...«.»..»..:»...3
(11) Tdck*p Filter
HighRate ........ .....__.......»«.»»...»............... .«»..._.....«.«».»» _...»...».7
StandardRaU.....«.............._.««_..........._........_..«-•-••-•.-»--•------•----._».»...5
PackedTower.: ».». .»........»».».»..»»...............5
pa) Biological Aerated Filter or Aerated Biological Filter __ . _...__._. _..�.� .._«_.__. _.10
(M} Aerated Lagoons..........»...:.»»...»......_..........»«»».»»» ...._.....».».....» »».......«...:10
(v) Aotating Biological
(vi) Sand Filters -htermittent bbioglcal.... _.». .•..••--•••-•---•-•� ..-».»2
Recirculatingbiological..._ ....................... ......... ...-»... ».3
Oil) Stabilization Lagoor>s._». _............ ......_............:.....»........._.__»...».........«..»»5
(is) Shgis stage system for combined carbonacsous.ramoval at SOD and nitrogenous removal by
ttitrflkation (sire definition No. 12XPoinis for this item have tope In addition to items
(6)(a)(1) through (6)(a)(vlll),
uttilzing the exterded aeration process (sea definition No3a) ...__». ».».».»_•.2
1Mlzkq other than the extended aeration process... .«»».-»_—»_--•—_-- _..5
(x) Nutrient additions to enhance 000 nmaval.._...»».......:»...»»....�..._...�...._........»..
(x1) Biological Culture ('Super Bugs')add4bn._»..._._.......««....».»....»».»—.»»•.»»—»•—«5
^out Stage ion - High (b I (l ? Oxygen ssyste^! 20
Mused Air Sysum..»...».»....»......».......»«.».......»....».......»......«....»».»».....»».».»«10
Mechanical Air System (1bmd, floating or rMor)_...r.—.» -» ..»....»_....!
Separate Sludge Reseratlon.«.�.».....»..».».».»»«.._^�.».»_......»..»»..» .»».».».....»..3
(fl) Trieklbg Finer-high"Rate.. •-•• ».».»» ...7
Standard Rate......._.. ................--»•--•-»»»•—•--••—»»»..---- ""'_•..5
PackedTowrer.»._...._....._.._._..r.._.......».»..._..»_.....«.....»»._..._.»»». r.«»»._.t 0
on) Biological Aerated Filter or Aerated Biological Filter._ «.--.--•
(b) Rotating Biologicaf.Cortactors...«....».»..,.».»..»«....».«»..».»»«.....»».»..»_.»».._» .».10
(v) Sand Filter - Intermittent blobgkal.»......».........._«......_..»....._....._...... �MY......�-5
Recirculating biological • » ~M •--»»•»•-
IERR WORMNANCEDTREATMEWDES
(a) Activated Carbon Beds -
without carbon ragenendlon....»»._.........«.....� _.....».........._.S
wwith carbon mgeneratbn.
(b) Po red or Granular.Activated Carbon Feed- �»
without carbon regeneration—_...._ .......—..----.—.......—_ »_ A
with carbon rogeneration«.»._.»......»_.«:.»».»»...........».».»........ .«......_.».»..._.»
Foam Separation.«...«...».._......_.»--»-»•...•••---••-----»-«
ionExchange..........._....._.»......._...:._...._......»_..»...._..........._......r._..._ .a
Land Application of Treated Effluent (see definklon No. 22b) (rot applicable for rand, Cravat, stone
and other slmliar rninhC operations) by high rate kdlnftn._ ._r_...
Mkroscreans.................... �.».«_«......».... _..........«».».«.».....»._.»....».......»»_..........:....................5
Phosphorous Removal by Biological Processes (See definklon No. 26)...... _......„.�......»».�»».»..-»•_..._20
Polishing Ponds - without aeratlon..»..»»._»«»...............«.....•-•—•.•••._._.•»«•.»•»»••-•.-••-•-•-•.»•»••�
with aeration...._.._....._.._.......................�.........._.r........»....».........._.».._..»

• ., . -
:(1)
Post Aeration cascade. ...................................................................
diffused or met hanical.................................... ............................
(m)
........
Reverse Osmosis ...................................... _............................ »................:.................................................5
(n)
Sand or W:ed-Media Filters low rate ..... _«._...._..._...._....«...«...._..._.......... _.. 2
�NOh
(a)
rata...........»............»._................»...«........».» ..5
Treatment processes for rsrtnoirai of rneW or cyanide .................... «....«» ...» .........15
(p)
treatment processes for removal of toxic materials other than metal or cyanide........«_.. ................... 15
(7)
811 ETREATMENT
(a)
Sludge Digestion Tank - Heated (anaerobkc).._..._.._..__.._..._......_............... _.................. 10
Aerobic.....«..:....».»_........«. .... ...»....«..................».«.............. ....... «..........................................5
Unheated(anaerobk)......................... »..«................................... ........................... «. ..... ................... 3
(b)
Skkdg@ Stabilization (chemical orthermal) .... .................. ........................ ...«............».....«._..................5
(c)
Sludge Drying Beds • Gravkty....».._....._._....».....:....._.«........».«._«.«»._.._.»_«...»..««.«.»... »............2
VacuumAssisted .... «......... »......... ... «.«..«.....«....«....................................... ... ..... ................................
(d)
Sludge Elutriation.................. «»........... «...... «.......... »..«....................... ,.......».».«....................................
(e)
Sludge Conditioner (chemical or thermal) ......... . .._..................5
(f)
Sludge Thickener (gravity)....................:......_................................ «.................. ...... .»......._... _................. 5
(0)
Dissolved Air Flotation Unit Inorappecabfe to a unit rated as(3)(1)).................... »».»... ......................... a
(h)
Sludge Gas Utfezation (including gas storage) ............................. ......__......_...««»......_............ _........ 2
(1)
Sludge 'Holding Tank - Aerated ........... ..................... ».... .._.«.....«..................... _... « ......... «_«..................5
Nor►aerated........................... :........_...................:................................... .............................................. 2
(r)
Sludge Irncl aerator (not Including activated carbon regeneration) ............. .............. ..........................1 0
. .... ..... .
(k)
Vacuum Fisher, Centrifuge. or Filter Prose or other similar dowatering dwices.._»...._»__._____ « «. «__«».10
(a)
RESIDUALS UTiLQATIOWDISPOSAL (Inducing incinerated ash)
(a)
Lagoons.................................................................................«..............................................................2
(b)
Land Application (surface and subsurface) (see definition 22a)
by contracting to a land application operator or landfill operator who holds the land application permit
orlandfill pemit......... »..........................................................»..........................................«..................... 2
(c
Dedicated Landfel(budal) by the ps;;6 out d» wastewater treatment ............
(0)
(a)
Chlorination.........««...._»..«...............«..........««._»..»...».«...»»..«...««....«..«...«....«.«......«.........
(b)
Dechlorination.....»....«.»..».......«.._....».........«....»...««...».»..«...«........«.....«.»
(c)
.............«.».:............
Ozae...«..............«........«..»««...........»........«.....«.«.«.......».»«...........»..........»...«.................5
(d)
Radiation ..... ......... .......................... «.«..........».....»«......................««.........«..»...............................«5
(to).
CHEMICAL ADDITION SYSTEM(S) ( see definblon No. a) [not applicable to chemical additions rated as Rem (3)0).
(�ia)(xi),
(6Ka). (6)(b)� (7)(b). (7)(0). (ea). (o)(b) or (o)(c) 6 points each:
...«............««..«.»...«...».._....«....»............».... ..........».»....« ............._.». ..S
..««............. «......... «.............. ««.............. .....«_»«»««............... «.......... .......... _...
..._«» ..«..»».....»_«..«....«_»----------- «--- .-------- .--------- .»......__... .................... 5
(11)
1kaSCBl/JJEOLRS U1T51PFlOCESSES.....«....««.«««««»«..»...«..«..»«.«......«..».....««..««.«»«....««« ....»«....«. ....5
(a)
Holding Ponds, Holding Tanks or Settling Ponds for Organic or Toxic Materials Including wastes from mining
operations containing nitrogen or phosphorus compounds In amounts significantly'greater than Is common
for domestic wastewater ................................................««.........«.«..................«....«.....................A
(b)
Effluent Flow Equalization (rot applicable to storage basins which are Inhekent In land application systems) --- 2
(a)
(d)
Stage Discharge (rot applicable to storage basins inherent In land application systsms�
Pumps.......«.«.«..««.....«.».«....___«.»._...«.:«....._.......«_—....«:«_................:»...«.........«._«.««
(e)
Stand -By Power Supply ............ ««.«.».«.«.»..».««.««.».«..««..«.««._...«..»�«.«.«.».»«.«.«.:...«.«..��.»
(t)
Thermal Pollution Control Device...«................».........«««.....«».........._«........«.«».:..»... »«....«.....»«»..3
TOTAL POUTTat....«....«»..»...««..«........._......�.....«...».».«..,,f
C ASSFKATION
ClsI_«.«.«...».....:.«».««..............«...«......._............«_ .«......��«...«625 Points
Class II.._ ««.»»........................ .........«.««.««« 26.50 Points
CRtsall....»....»«..».»�.«.....«.«...«.«..««».».»».«..««.«.......«.«.«....«.««�51.85 Points
Facilities haft a ratktg done though four points, nclusivs, do not require a ttsrtllad operator.
Facilkles having an activated sludge process we be assived a minimum dnsMlatlon of Class IL
Fsanes hrAV tnatmarM processes for the removal of metal or cyanide will be assignted a ftii .m. claWlation'd Class IL
Fadkin having treatment processes for the biological removal of phosphorus mil be assigned a n* naum classification of Cie"'Ill.
— — — — — —
AOD4 DEFWI TIONS
The following definition shall apply throughout this S er.
(1) Activated Carbon Bads. A phya(csVchemial method forr ducky soluble organic material from wastewater o luenr The column -type beds used in this
method WIN have a flow rate varying from two to eight gallon per minute per square foot and may be either upflow or downfiow carbon beds. Carbon may or
My not be regenerated on the wastewater trealmort plarM she;
(2) Aerated Lagoorts. A basin In which all solkls are maintains l In Suspension and by which bktoglal oxidation or organic matter Is reduced through artificially
accelerated traMrar of oxygen on a flow -through bask;
(3) Aeration. A proosss of bnkvplrng about Intimate contact between air or high purity Oxygen In a liquid by spraying; agitation or d flusbng3a) Extended
Aeration. An activated sludge process utilizing a minimum hydraulic detention tkne of to hours.
(4) Agriculturally managed site. Any she on which a crop Is produced. managed. and harvested (Crop Includes Fame. grain, miles, stir.);
(5) Air Stro tg. A process by which the ammonium Ion Isfirst convened to dissolved ammonla (pH adjustment) with the ammonia then released to the
armosphers by physical mu; or other similar processes which remove petroleum products such as bereene, toluene, and Xylem;
(0) Carbon Regenerettim The regeeration of exhausted carbon by the use of a furnace to provide extremely high temperatures which volafte.and oxidize the
absorbed Impurwes;
m Caxbonamous Stage. A stage of wastewater treatment designed to achieve 'tserondW oftwe omits:
(8) Cer"ugs. A mechanical device In which cerrb ugal fort:•. Is used to separate soilds from liquids or to separate liquids of dlforwi denh..as;
t.
�lhey�e«,aa � Minty taddition p�witdHi)to rsrrd wastewater
rand�differreentt application poet tier purposes of Improvingeve a specific
coeds removal. r axsred one
system: the capability to add chemical(s) to dual units wll be rated as oil system; to add aims tm� at a different application
do p considered one
purposes wll result n the systems being rated as separate systems; blkY application points for different
(10) Chemical Sludge Comftning. The addition of a chemical compound such a 1me, iodic .,or a p*=r to wet Mudge to coalesce the rheas prior to
fts appeatbn to a dteftng ewadevice;
(11) Cbeed Cyels Systems. Use of holding ponds or holding tanks for cortaInrtsrd of wastewater coma" inorganic, non -toxic materials from sand, gravel.
crushed atom or other similar orperatlorks. Such systems shag carry a maximum of two poles regardbu of pumping fae tin or any other appurtenances;
(12) Combined Removal of Caftramous BOO and Nitrogenous Removal by MAIcatbn• A single stage system required to achieve permit effluent Ws on BOD
and ammonia Mrogen within the same biological reactor,
(13) DectiorinatbR The partial or complete reduction of residual chlorine In a liquid by any chemical or phty;lal process;
(14) Denhtralation Process. The conversion of rtltrate-nUmp ri to naogen gas;

r-
State of North Carolina
Department of Environment,
Health and Natural Resources 1 • •
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p� CC
A. Preston Howard, Jr., P.E., Director �� ®C H N
July 7, 1995 9 NA ;,TRIL RE-SO.11,C2,0
Ms. Jane W. Hope
3811 Bonwood Drive
Charlotte, North Carolina 28211
�iV`tvi�7i� :its G''�y.'Pf'f�112� t �'. S
Pi g
d . ,,r�q 2 F
Subject: Application No. NCG550768
Hope Residence
Wastewater Treatment Plant
Iredell County
Dear Ms. Hope:
The Division's Permits and Engineering Unit acknowledges receipt of your permit
application and supporting materials received on June 19, 1995. I am conducting a detailed
engineering review of this application which has been assigned the number shown above.
Please refer to this number when making inquiries on this project.
Be aware that the Division's regional office, copied below, Must provide
recommendations from the Regional Supervisor for this project prior to final action by the
Division.
I am, by copy of this letter, requesting that our Regional Office Supervisor prepare a
staff report and recommendations regarding this discharge. If you have any questions
regarding this application, please contact me at 919/733-5083 ext. 502.
Sincerely,
Jay B.. Lucas; P.E.
Environmental Engineer,
ce: .Mooresville Regional Office -'Water Quality-1, -
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper
A

NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE - SHORT FORM D-SFR FOR AGENCY USE
APPLICATION NUMBER
DATE RECEIVED
YEAR MONTH DAY
TO BE FILED BY SINGLE FAMILY RESIDENCES ONLY.
FEES: NEW APPLICATION....... 240 PERMIT MODIFICATION ....... $240
PERMIT RENEWAL ........$240 PERMIT NAME CHANGE ....... $100
1. Mailing address of applicant:
A. Name Jane W. Hope & Harold P. Hope. Jr.
B. Street Address 3811 Bonwood Drive -
C. City Charlotte. N.C.
D. County Mecklenburg County
E. ZIP Code 28211
F. Telephone No. (Home) 704 364-1828 (Work) Same
AREA AREA
CODE CODE
2. Location of residence producing ' discharger C�
A. Street Address and State Road # 123 Langdon Road
A(1) Parcel/Lot # Section 8—Lot 396 Deed Book #/Page# 692 / 788
B. City _Mooresville. N.C. o
C. County Iredell County " r
D. ZIP Code 28115 Tax Map 2L-2j Parcel 396 n
3. This NPDES Permit application applies to which of the following (check appropriate space):
A. New or Proposed x This is a -proposed new discharge
B. Existing Unpermitted to serve an existing single family residence
C. Existing Renewal currently being served by a failing
D. Modification septic tank system.
E. Renewal w/ Modification
Description' of Modification
4.. Number of bedrooms at residence: - 3 Number of Homes on System: 1
5. Type of system being used to treat wastewater (check appropriate space):
A. Septic Tank and Sand Filter _
B. Septic Tank, Dual or Recirculating Sandfilters, Cascade Reaeration X
C. I Conventional Septic Tank,
D. Other (describe treatment)
6. Does your treatment system have chlorination? Yes X No Proposed
(continued on back)
Short Form D-SFR
Revised 7/93

7. Name of receiving water or waters which will accept the discharge Unnamed cove of Lake
_N6rman on the Catawba River
8. Is any activity being performed at the residence which would generate wastes other than domestic wastes,
such as photographic processing? Yes No _
If yes, please explain:
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.
Harold P. Hopei Jr.
Jane W. Hope
Printed Name of Person ,Signing
Title (homeowner, etc.)
March 30i 1995
Date Application Signed
0 1 w s?
S!gAAure .of Applicant
Mail three copies of the completed application, a map or drawing showing the location of the
discharge, along with the appropriate processing fee to:
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION - PERMITS & ENGINEERING UNIT
ATTENTION: NPDES GROUP
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0636 .
North Carolina General Statute 143-215.6(B) 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 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 2.1 or regulations of the Environmental Management,
Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine
not to exceed . $10,000, 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 $10,0.00 or imprisonment not
more than 5 . years, or both, for a similar offense).
sHOFfTFORM DSFR
Short Form D-SFR
Revised 7/93

,` • � -.��,�� �� pooh
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James B. Hunt, Jr., Governor A. Preston Howard, Jr., P.E.
Jonathan B. Howes, Secretary Director
NOTICE OF INTENT
National Pollutant Discharge Elimination System
Application for Coverage under General Permit NCG550000; Single Family Domestic Units
1. Name, Address , location, and telephone number of facility requesting Permit.
A. Official Name: Jane W. Hone & Harold P. Hopeq J_" Owner
B. Mailing Address:
(1)Street Address; 3811 Bonwood Drive
(2)City; Charlotte—
,
(3)State; North Carolinar—
(4)Zip; 28211
--' 5
r_.
r•
(5)County; Mekl enburg County
C. Location: (Attach map delineating general facility location)
(1)Street Address; 123 Lanadon Road
z�
(2)City; Mooresville
(3)State; - North Carolina
_
(4)County; Iredell County
D. Telephone Number; (704 364- 1828 -
-
2. Facility Contact:
A. Name; Jane W. Hope
B. Title; Owner
C. Company Name; Jane W. H6pe
D. Phone Number; ( 704 ) '364 - 1828
3. 'Application type (check appropriate selection):
A. New or Proposed; X
�1
B. Existing; If previously permitted, provide permit number
--�
and issue date
C. Modification;
(Describe the nature of the modification):
This is a proposed new discharge to serve an existing 3-bedroom single
family
residence currently being served by a failing septic tank system.
4. Description of discharge.
A. Please state the number of separate discharge points.
B. Please describe the amount of wastewater being discharged per each separate'gdik ar-
(Design flow is based on 120 GPD/bedroom with a minimum of 240 GPD/ home}'
1:360 gallons per day (gpd), 2: (gpd) 3: (gpd) 4: (gpd)
Page 1

v

I
R
C. Check the duration and frequency of the discharge, per each separate discharge point
1.Continuous: X
2.Intermittent (please describe):
3.Seasonal: (check the month(s) the discharge occurs):January [ ];February [ ];March [ ]; April [ ],
May [ ]; June [ ]; July [ ];,August [ ]; September [ ]; October [ ]; November [ ]; December [ I.
4.How many days per week is there a discharge?(check the days the discharge occurs)
Monday [)d, Tuesday W, Wednesday.[ , Thursday k],Friday [d, Saturday bd, Sunday bd.
5.How much of the volume discharged is treated? (State in percent) 100 %
D. Describe the type of wastewater being discharged. (please list any known toxants being
discharged from this residence); regular clomestic sewage from this
residence — no known toxants
E. Check the appropriate type of treatment being used to treat the wastewater,
1. Septic Tank;
2. Sand Filter(s);
3. Recirculating Sand Filter(s),
4. Chlorination;
5. Other form of disinfection(specify);
6. Aeration(specify type);
7. Other(describe, be specific);
X 1j500 gallon capacity1 precast con.
X 12.5' wide x 25.0' long
X 100 gallon capacity
X Cascade reaeration — 9 step
B. Please describe in detail the information checked above. (Include specifics for each check; to
include: type, dimensions, treatment amounts, design volumes, retention times for each
system, manufacture's specifics and contractor's specifics) Existing treatment facilities
should be described in detail and design criteria or operational data should be provided
(including calculations) to ensure that the facility can comply with requirements of
rm the General Peit.The following are the minimum design requirements needed for each of
the treatments listed above:
a. Septic Tank; Minimum tank septic tank size shall be 750 gallons for two bedrooms and
900 gallons for three bedrooms. The Division recommends the use of a 900 gallon tank for
a two bedroom and a 1200 gallon tank for a three bedroom unit. If excavation into
bedrock is necessary for the septic tank or sand filter then a liner of at least 10 mm
thickness shall be provided for the septic tank and/or sand filter.
b. Sand Filters; These shall be used to provide secondary treatment. Dual or recirculating
filters are required for new systems. For dual sand filters, the loading rate shall be
no greater than 1.15 GPD per square foot for primary filters and no greater than 2.3 GPD
per square foot for secondary filters. Recirculating Sand Filters should be able to handle
5.0. GPD per square foot with no more than a 3:1 recirculating. ratio. Sand shall conform
to the Division's. standards of 0.35 to 0.5 mm effective size, 3.0 uniformity coefficient,
and 0.5% dust content.
c. Chlorination; The chlorine contact chamber shall have at least a 30 minute detention
time. The volume should be calculated as follows: Volume (gallons)= (design flow x
0.5)/ 24 hours. Discharge pipe from the chlorinator shall be perforated.
d.Cascade aeration should consist of a 5 step concrete trough but may also be made of rip
rap.
NOTE: Construction of any wastewater treatment facilities require submission of three (3) sets of plans
and specifications along with their application. Design of treatment facilities must comply
with requirement 15A NCAC 2H .0138. If construction is necessary to meet permit -
requirements, include the three sets of plans and specifications with the application.
Name of receiving water: Lake Norman Classification:
(Attach a USGS topographical map with all discharge point(s) clearly marked)
Page 2

6. Is the discharge directly to the receiving water?(Y,N) Yes _
If no, state specifically the discharge point. Mark clearly the pathway to the potential receiving
waters on the site map. (This includes tracing the pathway of the storm sewer to its discharge point,
if a storm sewer is the. only viable means of discharge.)
I
i
7. Please address possible non -discharge alternatives for the following options:
A. Connection to a Regional Sewer Collection System; none available at this location
B. Subsurface Disposal; soils are not suitable for another repair
C. Spray Irrigation; no available area for spray irrigation
8. I certify that I am familiar with the information containzd in the application and that to the best of
my knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing
Title
Date Application Signed
Signature of Applicant
Harold P. Hopeq Jr.
."lane W_ Ein= e
NORTH CAROLINA GENERAL STATUTE 143-215.6 (B) (2) PROVIDES THAT:
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 $10,000, 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 $10,000 or imprisonment not more than 5 years, or both, for a
similar offense.)
Notice of Intent must be accompanied by a check or money order for $240.00 made payable to the North
Carolina Department of Environment, Health, and Natural Resources. Mail three (3) copies of entire
package to:
Division of Environmental Management
NPDES Permits Group
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Page 3

ENGINEER REPORT
EVALUATION OF OPTIONS
FOR WASTEWATER DISPOSAL.SYSTEM IMPROVEMENTS
SERVING EXISTING 3—BEDROOM RESIDENCE
LOCATED AT 123 LANGDON ROAD
SECTION *8, LOT *396
DAVIDSON TOWNSHIP, IREDELL COUNTY, NORTH CAROLINA
PROPERTY MAILING ADDRESS:
123 LANGDON ROAD, MOORESVILLE, N.C. 28115
JANE W. HOPE & HAROLD P. HOPE, JR. -- OWNERS
3811 BONWOOD DRIVE
CHARLOTTE, N.C. 28211
PREPARED BY:
DAVID A. ROBERTS,. P.E.
309 NORTH ZION STREET
LANDIS, NORTH CAROLINA 28088
[phone]
JUN 51995
i�fir,,,, ,
SEAL '
• 6271
'v a DEFT'. QF
RNmRONAIENT HEALTF�,
NATU AL RESOUTZCES
JUL 1� 1995
DIVISION Of ENVIF00,1E1ITA1 �;h;lAgEF;9ENP
mookS,V1l4E ;ftG>;IO.nt OFFICE

EVALUATION OF OPTIONS FOR WASTEWATER DISPOSAL
SYSTEM IMPROVEMENTS SERVING 123 LANGDON ROAD
DAVIDSON TOWNSHIP, IREDELL COUNTY, NORTH CAROLINA
EXISTING CONDITIONS: #123 Langdon Road is located along the
southeastern margin of Langdon Road near its cul-de-sac, just
off State Road #1457, off McKendree Church Road (S.R. #1115),
adjoining the waters of Lake Norman on the Catawba River,
along the shoreline of an unnamed cove of Lake Norman, at a
distance of approximately 3 miles west of Brawley Elementary
School, west of the Town of Mooresville, in Davidson Township
of Iredell County.
#123 Langdon Road is 2/3 acre in size, and consists of
gently rolling terrain along the waterfront portion of the
lot, with steep topography along the front portion of the
house near Langdon Road. The existing 3-bedroom single
family residence on this lot was constructed approximately
twenty years ag.o,'and a permit was issued at that time by the
Iredell County Health Department for a septic tank system of
on -site wastewater disposal.
Over the years, the original septic tank system of
wastewater diposal failed, due to unsuitable soil on this
site. Several repairs to the system have been made,
including the pumping to disposal trenches upslope of the
' concrete driveway. At present, the wastewater disposal
trenches are not performing properly, and need to be
abandoned, and a solution is needed for making improvements
to the existing wastewater diposal system.
THE_ OPTIONS FOR_ WASTEWATER_ D_ISP_OSA_L
SYSTEM IMPROVEMENTS ARE AS FOLLOWS:
------------------ --- ---------
(1) Installing on -site ground absorption wastewater
disposal system improvements on this site;
(2) Acquiring adjoining property and installing on -site
subsurface disposal system on the acquired site;
(3) Acquire adjoining property and install spray
irrigation/land application system of wastewater disposal;
(4) Acquire adjoining property and install drip emitter
system of land application wastewater disposal;
(5) Install pump station and force main to nearest
community sewerage system; and
(6) On -site treatment system with final disposal of
effluent by discharge into Lake Norman.
Each of these methods of wastewater disposal will be
evaluated herein..
ENGINEERING REPORT PAGE 1 OF 4

OPTION #1: INSTALLING ON -SITE GROUND ABSORPTION WASTEWATER
------ ------------------- ------ ---------- ----------
DISPOSAL SYSTEM IMPROVEMENTS ON THIS SITE.
-------- ------------------ -- ---- -----
During recent telephone conversations with Mr. David
Hinson of the Iredell County Health Department concerning
this site, he informed me that their recent evaluation of the
soil and site conditions at this location revealed this
entire site to be unsuitable for use with ground -absorption
wastewater -disposal systems, due to poor soil permeability,
due to the steep topography across most of this lot, and due
to the location of existing structures and existing wells on
this lot. Based upon my telephone conversation with Mr.
Hinson, this option is not available to the existing owner at
this location.
OPTION #2: ACQUIRE ADJOINING PROPERTY AND INSTALL ON -SITE
------ -- —-------- -----------------
SUB -SURFACE DISPOSAL SYSTEM TO SERVE LOT #123
LANGDON ROAD.
A look at the sub -division map and tax maps for this
location reveals that all existing waterfront lots in
reasonable proximity to this site are built -upon, except
property within the interior loop of State Road #1457, which
is owned by Crescent Land and.Timber Company. Although this
location may be useable for ground absorption wastewater
disposal, Crescent Land and Timber Company will not make this
land available to the Owners. Because of the apparent
unavailability of this property to the Owner, this option for
wastewater disposal is not available to the Owner at this
time.
OPTION #3: ACQUIRE ADJOINING PROPERTY -.AND INSTALL SPRAY
------ --- ------------------- ---------- -----
IRRIGATIONLLAND APPLICATION WASTEWATER SYSTEM_
Because of the unavailability of existing properties in
general proximity to the Owner's site, as described in OPTION
#2 above, the Owner does not have the option of utilizing the
spray irrigation/land application method of wastewater
disposal near his existing property. For these reasons, the
Engineer feels that this option is not available to the Owner
at this time.
OPTION #4: AC UIRE ADJOINING PROPERTY AND INSTALL DRIP
IRRIGATION LAND APPLICATION WASTEWATER SYSTEM.
Because of the unavailability of existing properties in
general proximity to the Owner's site, as described in OPTION
#2 and #3 above, the Owner does not have the option -of
utilizing the drip irrigation/land application method of
wastewater disposal near this existing property. For these
reasons, the Engineer feels that this option'is not available
to the Owner at this time.
ENGINEERING REPORT PAGE 2 OF 4

OPTION #5: INSTALL PUMP STATION AND FORCE MAIN PIPING SYSTEM_
------------ ----------- --- ----- ---- ------ FROM THIS SITE TO THE LOCATION- OF THE NEAREST —
---- ---- ---- -- ------------ --- ------
COMMUNITY SEWERAGE SYSTEM.
The nearest community sewerage system to this site is
located in Mallard Head Subdivision located south of Brawley
School Road (S.R.#1100) at a distance of approximately 2
miles southeast of #123 Langdon Road, when measured along a
straight line. To.extend a force main from 123 Langdon Road
to the location of the Mallard Head Subdivision by following
the road right-of-way southwestward along Langdon Road and
State Road #1457, along McKendree Church Road(S.R. #1115),
along Brawley School Road (S.R.#1100), a distance of
approximately 3.0 miles to the entrance into Mallard Head
Subdivision.
The cost associated with extending the force main along
the road right-of-way for a distance of 3.0 miles.'is
estimated at $150,000 to $230,000, plus the cost of acquiring
any easements that may be necessary along this route. This
estimate is based upon the assumption that the Owner would be
allowed to connect with the existing sewerage system at
Mallard Head Subdivision.
Because of.the high costs associated with the extension
of force main piping from this site to the nearest sewerage
system, it is the opinion of the Engineer that this option is
'T neither practical nor economically feasible for solving the
existing wastewater disposal problem at 123 Langdon Road.
OPTION #6 ON -SITE WASTEWATER TREATMENT SYSTEM WITH FINAL
------ ---------------------------- ------ ---- -----
DISPOSAL BY DISCHARGE INTO LAKE NORMAN.
-------- ----------- ---- ---- -------
Although this option in not a preferred choice for the
Owner, the Engineer, and representatives of the Division of
Environmental Management, it may be the most practical
option for dealing with the problem of disposing of the
existing wastewater from the existing residence at 123
Langdon Road. The Engineer proposes installing a new
wastewater treatment system at this existing residence,
consisting of a new 1,500 gallon capacity precast concrete
septic tank with baffle, a new 1,500 gallon capacity precast
concrete dosing tank with 1/2 horsepower submersible effluent
pump and liquid level control float switch, pumping to a
recirculating sand filter bed of 12.5' by 25.0' size with
flow dividers at the underdrain return line for splitting
flow from the sand filter .for 3/4 flow returning to the
dosing tank for mixing with effluent from the septic tank and
with 1/4 flow draining to a new 100 gallon capacity precast
concrete chlorination tank with tablet chlorinator at the
inlet pipe, with step aeration from its outlet, with 4"
diameter Schedule 40 PVC gravity piping to the proposed
discharge point at the bottom of Lake Norman at a distance of
200 feet from shoreline off the Owner's property, using 8"
ENGINEERING REPORT PAGE 3 OF 4

masonry block around the pipe to secure it to the bottom of
the lake. An alarm panel shall be installed within the
existing residence and connected with a liquid level float
switch located within the dosing tank so as to notify the
Owner of any high water conditions that may occur within the
dosing tank. The recirculating sand filter bed will be
constructed below existing grade using a polyethylene liner,
4" diameter porous plastic tubing underdrain piping system in
6" stone base layer, with 30" thick layer of approved
filtering sand, with 1 1/4" PVC distribution piping system at
the top of the sand filter bed covered with 6" layer of
washed stone. The top of the sand filter shall be set flush
with existing grade and the yard surface near the sand filter
shall be shaped to divert stormwater away from the sand
filter. Piping from.the underdrains of the sand filter bed to
the flow dividers in concrete box, with lid, shall be 4"
diameter Schedule 40 PVC laid at 1.0 percent minimum slope,
and shall be securely sealed at its passage through the liner
membrane so as to be watertight. The new wastewater treatment
and disposal system shall be placed a minimum of 15' from the
existing residence, 10' minimum from the side lot property
line, 50' minimum from existing wells, and 50' minimum from
the full pond elevation of Lake Norman.
The Engineer estimates construction costs associated
with this system of wastewater treatment and disposal to be
between $9,000 to $16,000. The Engineer requests that the
North Carolina Division of Environmental Management grant a
permit to the Owner, Jane W. Hope and Harold P. Hope, Jr.,
for the construction, operation and maintenance of this
proposed wastewater treatment system, with final disposal by
discharge into an unnamed cove of Lake Norman.
END OF ENGINEERING REPORT
ENGINEERING REPORT PAGE 4 OF 4

�•'• �, , ( 1 �).,;" �, S�� 1 �`r�o°0 J ,`��%�� >�� 1, �1� � •
it
009
d'2K _ aT uP:rPPn(y gwroN uPm-ION ayye� o+�o �s ; (1
'L(`_� i' 1 - ' � 1 `i. a' i �
��� �`•; ) :/ i'/' �B i , / \ �_ J \J \\ ��� ��-Cpr`��/+3= ���J ,�kkG.it��itti�j' t '• � it N
:.i a / • I' ` - / ' tom^ 1
ail J �• /// �. �, ( ' , `BL dwea
jeos
it nnaq°� = LSe (' �� _•' p l,� ,� ,:. / /' /, � � '� ,
�; II l I `
lJ o
• %'f I _ ' 1�,' _ ,.\ _;;�.li .� is _'•��
If
Uji
Al
i
�00� /
1. ,, , •,:_ . ; ea - , / '2
x ate. /-
009
ti
101,
It
/ l
Es
gre

-9 - (-I _rl �,,i� --r, -`U7:;--- -•_��l\\ �) \` -`°� 1"� \1� 1 .r tee,,
5
�' rr .� � �i•o �` y
�/ \ . r,, - " _ 1:1 �;1 •\.' to � 1
V.
74 1 4 go0 goo \) i
//.
_`cam \�� I li •11 � _ ,
790
.o
Creek
o // ego .. •.,�) •.�`'c .� ��- � `.
1,
6well
0
1i N
t'N I%
10
lk, ` \ +\\ -
lip 'll' ((� ,4 \ c -i'1N ,�, \ � �•,'
\B�stwall80
�',
\ f r � 11�' l �'•III • (i ( / / : i .\ �_-' \ .,�i
r I � r/, , �„ • , ` I` I I
as: •.Mayhew
BEM
Boat`. ( t o
Ramp ie , i l� l/� eoo _
V.
Lake Norman adrangle Map
North Qu
Iredel l CountyA N. C\..
Viz,Boo
OP
�

2L-A-II
o,
r/
391
'334
rn
)o 393
(1594) �� w
392 395
N(ilDO 1 396
�1
►y` -.� 397
398 �T3
tDcp
a3 - 363
399
%3
►2)
3` 43 400
3 g0�'( o�i
130
BOG 3R�
401
's
o�
t�3\
_.LRE._Q. LL--Cou. rt , 1=:
V 14SON ToWN 5-A%4?
_ .1pv( mAp # ZL-2
Q
N
1pn
404
1.1
40.1 tD
►- .r-3i
406
402
162
407 N
� 22s
403C
431

;u 1 110 \
- --- 372 A
334 ►•1oR�ca -
'ems . N 39/ 90 393
7� y ti 3
r \ab (I 594) �0O w r
392 395
Y
2L-A-II
a�yA. ,51 �397
� 3
' 398 �1
g�y�G��g 5� Zg6 w `53
NQ 514 �6
(1593) Lij
N k� 363
s� �s 399
513 e�
(1592) ` 400 404
3 *00 43 130 148 1 * 1
_
40$�
365C v 401
so 406
WASTEWATER DISPOSAL U"
OPTION #24 #3a and #4
es4 �
I RE. (Zia LL Cou NTI,1%
V 1 QZON To&3N SfitQ .-
TAyc mop # ZL-2
V
O
In
172
402 '* - 16Z
407 a
�
i \
403C
Q —cm
�
y

`I/ - awe \� _ a�•1• •' Q \ .
�,. � 1_ �? %moo` � -- �0 aoo • �',.� %1;. " ,��� `,�.
\ �i II Lam' � •Bh}$'S'$�- `,\
7611
818
Bostwalts`
s�z
((( Propo ed Force Main
e `\
Option #5 /
per. DO - 'j// Il l��'Ch'� \.\ _ _ /) \- ` �\ I I ll �', °U\ ^\^ J�. 1 - •82G -
.. Mayhew) �, - �� \,
cz ": - Mallard Head 1 t I \
80
8!M 860
if Creek
J 33C = orrows .7 - 1! \, I "775
II\ v -
..(r
_�r \ �-�' \\l\�J ram' ... _ \ , •� � � \
40
r l•, - /--- - ',�- - ' ! 825 i \t/ �787
WASTEWATER DISPOSAL
OPTION #5/ %%�, 1 • ' _�
LAKE NORMAN QUADRANGLE MAP . I ��' •In. �� 0 1�J_

IREDELL COUNTY HEALTH DEPARTMENT
P.O. Box 1268 • Statesville, North Carolina 28687 • [phone]
William D. Mashburn, M.P.H.
Health Director
Jane Hope
3811 Bonwood Drive
Charlotte, NC 28211
Dear Mrs. Hope:.
May 23, 1994
RE: Section 8 Lot 396
David Hinson and I have completed an evaluation of the
malfunctioning septic system, and the soils on the above
referenced lot (maps 1). The original septic system has been
replaced twice on -site. As we.can best determine, the effluent
is being directed through fractured saprolite and bedrock to the
opposite side of the peninsula where it is surfacing. The
effluent is not being properly treated before it is surfacing,
_ and then the surfaced effluent is flowing downhill into Lake
Norman. The existing septic tank and pump tank are taking on
surface water through the risers and possibly subsurface water
through the sidewalls. Both sources of water intrusion
contribute to hydraulic overload of the nitrification field and
increase the volume of surfacing effluent.
We have made four auger borings over the remainder of the
lot which'is not occupied by the existing systems and setbacks
(diagram 1). The soil profiles exhibit a number of
characteristics which are not favorable for proper functioning of
a septic system, and we therefore, cannot recommend any type of
on -site repair. I can provide you with a photocopy of my field
notes and a detailed.report.
By permission of Mr. Jim Bass of Crescent Resources, we have
made several auger borings over the interior of Digh Circle. We
have located some soil which could be used for the installation
of a nitrification field for the residence on lot 396. I have
measured and flagged an area adequate to accommodate a
conventional type .septic system and a conventional repait for up
to a three bedroom residence (diagram 2). If you intend to
remodel -the house in the future and increase the number of
bedrooms, I recommend that the septic system be designed and
installed presently for the proposed change.
Based on a thorough evaluation of the existing septic system
and of the soil on lot 396 and the interior land, I offer the

U
Jane Hope
May 23, 1994
Page 2
following recommendation. You may, whether by means of purchase
or a legal deed of easement, secure the designated area described
in diagram 2 or some other area where we perform a formal site
evaluation, for the purpose of installing a new nitrification
field to replace the existing field; and secure, by purchase or
deed of easement, a strip of land at least one foot wide which
connects lot 396 and the interior land used for the nitrification
field. Instructions about the size, location, and construction
of the nitrification field would be specified on a repair permit
issued by this department. Instructions about the repair or the
replacement of the septic tank, the pump tank, the pump and alarm
and appurtenances would be determined after assessing the exact
condition of these components.
Mr. Bass asked that I direct you to him for information
about the interior land of Digh Circle. I encourage you to
pursue this off -site repair and am at your disposal if I can be
of any further assistance. Please keep me informed of the status
of negotiations or decisions.
AL/mb
Enclosures: (4)
Cordially,
Andrea Lemon, R.S.
Soil Specialist I

#A►•
LaT 39 G SEc.Tto-J 8 C akc,-N CtRCLE�)
t>1^C -A,M APPf2c'!,1C I".Sc,
----- LA NGl Do N R o g c> -o
© EXt5TIh1C1 lzEPA-IR
IN THIS Ar-e7A
�G
tiC
'eF
�RIJE`^IA� v4SLL
HotiSE
�d
1-
✓ti— ►-A K E N o Ct t,&A tJ ✓—
®='srrc of AvCiElt goR\w(3z

41.2
NA(L U+t
LuuJar-7
16 i Sm
THE CIRNErRS --ttZ 37 y ftRE Mfki2KEA �^►lT�j
WHlrt Ali', WITH Brut FLA,,GING,
1N o RT
i

CRESCENT RESOURCES
INC.
P.O. Box 396
Terrell, NC 28682
[phone]
July 18, 1994
Jane Hope
3811 Bonwood Drive
Charlotte, NC 28211
Dear Mrs. Hope,
I have processed the request to purchase Crescent property that you
sent to me. After review with our Charlotte office, I regret to
inform you that this property is not for sale at this time.
Due to the vast number of requests that we get, I cannot maintain
any waiting list for a specific property: I suggest you re -submit
your request in 6 months if you are still interested in
acquisition.
If you have any questions, I can be reached by telephone at
704-478-2130.
Sincerely,
�Gf/1-ate
James H. Bass, Jr.
Division Forester
JHB/dmr

SPECIFICATIONS
FOR
RECIRCULATING SAND FILTER WASTEWATER TREATMENT SYSTEM
WITH FINAL DISPOSAL BY
DISCHARGE INTO UNNAMED COVE OF
LAKE NORMAN IN THE CATAWBA RIVER BASIN
SERVING
EXISTING SINGLE FAMILY 3-BEDROOM RESIDENCE
SECTION 8, LOT 396
123 LANGDON ROAD
DAVIDSON TOWNSHIP, IREDELL COUNTY, NORTH CAROLINA
-------------- ----------------------------------------------
JANE W. HOPE AND HAROLD P. HOPE, JR.
3811 BONWOOD DRIVE
CHARLOTTE, N.C. 28211
[phone] HOME
-------------------------------------------------------------
GENERAL PERMIT NUMBER NCG550000
PREPARED BY:
DAVID A. ROBERTS, P.E.
.309 NORTH ZION STREET
LANDIS, NORTH CAROLINA 28088
[phone]
JUN 151995
,,���nnnrrrryr
���•�tH CARp��%
oFEssip* % q .
?¢ SEAL 's _
6271
9G

M
SITE PREPARATION REQUIREMENTS FOR
CONSTRUCTION OF A
SEPTIC TANK, DOSING TANK, RECIRCULATING SAND FILTER BED,
CHLORINATOR, AND STEP AERATOR SYSTEM
OF WASTEWATER TREATMENT
WITH FINAL DISPOSAL BY DISCHARGE
INTO UNNAMED COVE OF LAKE NORMAN
IN THE CATAWBA RIVER BASIN
JANE W. HOPE AND HAROLD P. HOPE, JR. - OWNERS
NOTE: PRIOR TO BEGINNING ANY ACTUAL CONSTRUCTION OF THE
WASTEWATER DISPOSAL SYSTEM, THE INSTALLATION CONTRACTOR SHALL
NOTIFY THE ENGINEER OF HIS INTENDED CONSTRUCTION SCHEDULE AND
SHALL ARRANGE A PRE -CONSTRUCTION CONFERENCE WITH THE ENGINEER
AT THE SITE FOR. THE PURPOSE OF REVIEWING THE WORK TO BE DONE
AND FOR ANSWERING ANY QUESTIONS THE INSTALLATION CONTRACTOR
MAY HAVE ABOUT THE CONSTRUCTION OF THE WASTEWATER SYSTEM. NO
CHANGES ARE TO BE MADE TO THE WASTEWATER DISPOSAL SYSTEM
WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER.
(a) The Contractor shall conduct careful excavation at the
site in order to locate existing wastewater piping from the
existing residence to the existing septic tank. Once the
Contractor has determined the location of the existing septic
tank on the lot, and has traced all existing wastewater
piping from the existing septic tank back to the residence to
assure that all wastewater piping from the residence is
contained within a single piping system, Contractor shall be
ready to begin construction of the new wastewater treatment
system.
(b) Wastewater piping system from the existing residence to
the location of the new septic tank shall be 4" diameter
Schedule 40 PVC sewer pipe laid at 1.0% minimum grade.
(c) The pretreatment tank shall consist of a
1,500 gallon capacity, reinforced precast concrete septic
tank with full baffle, and shall have easy access to each
chamber from ground levelfor checking and pumping. The
first chamber of the pre-treatment tank shall contain 2/3 to
3/4 of the volume of the total tank and the baffle shall
contain a horizontal opening across the tank at about midway
its height. Locate the pre-treatment tank at such height as
to provide approximately 8 inches of soil cover over the top
of the tank. The tank shall be properly sealed using 1"
diameter butyl rubber pliable sealant as approved by the tank
manufacturer.
(d) Wastewater piping system from the pre-treatment tank to
the location of the dosing tank shall be 4" diameter Schedule
40 PVC sewer -pipe laid at 1.0% minimum grade.
(e) The dosing tank shall consist of 1,500 gallon capacity,
reinforced, precast concrete tank with baffle containing two
4" diameter openings located no more than 6" above the tank
floor. Provide access for entry into the tank directly over
SITE REQ PAGE 1

the pump location and extend 6" above final grade. The tank
shall be properly sealed using 1" diameter butyl rubber
pliable sealant as approved by the tank manufacturer. After
joining, plaster along the joint with hydraulic cement,
cement mortar, or other approved waterproofing sealant.
The tank shall be provided with knock -out sections to
accommodate the 4" diameter Schedule 40 PVC inlet piping from
the septic tank and from the recirculating sand filter, as
well as the 2" diameter electrical conduit. Seal around pipe
using bituminous rope. .
(f) Before backfill around tanks, and after all piping has
been connected with and sealed against the tanks, all tanks
shall be filled to the outlet level with water, and shall be
observed for 24 hours for leakage. If the water level within
the tanks has dropped more than 1/2 inch during the 24-hour
inspection period, the tank leakage tests are considered to
have failed, and the tank must not be used until the sources
of the leaks have been found, the leaks properly sealed, and
the tanks retested and the leakage tests being met, prior to
backfilling around the tanks. Approved vacuum testing of the
tank may be used in lieu of leakage testing.
(g) The pump to be installed into the dosing tank shall be
Goulds 1/2 horsepower WE0511H pump, Model #3885, or
Hydromatic SP50M1 pump, or Myers WHRH5-11C pump, or Zoeller
N161 pump, or approved equal. Such pump shall consist of 1/2
horsepower motor capable of handling 3/4" sphere solids,
heads to 21.9 feet total, flows of 48.1 gallons per minute,
and shall require 115 volts, single phase, 60 hertz, 16 amp
service.
(h) Extend 2 inch diameter Schedule 40 PVC piping from the
pump located in dosing tank to the start of the distribution
piping system at the top of the recirculating sand filter
bed. See Engineering Plans for details. The end of the
lateral shall be turned up and plugged with a Schedule 40 PVC
removable clean -out plug. All joints in piping shall be of
water tight connections such that the only source of water
seepage from the system is through the orifices in the
distribution piping system across the top of the sand filter
bed.
(i) The sand filter bed shall be constructed with dimensions
approximately 25.00' long by 12.50' wide by 3.25" high.
Excavate for the floor of the sand filter bed to a smooth and
uniform surface, sloped to drain toward the underdrain outlet
location. Provide 3" slope across the floor of the sand
filter bed from the high corner to the outlet corner. Remove
rocks, roots, and other sharp objects from the floor and
walls of the sand filter bed excavation. Spread 2" thick
layer of creek sand, free of trash, debris, and sharp objects
over the floor of the prepared excavation, and rake to a
smooth and uniform surface, ready to receive the moisture
membrane. Along the edges of the sand filter bed, place 1/2"
thick gypsum board against the side of the excavation to
SITE REQ PAGE 2

protect the membrane from damage or puncturing, install one
layer of 10 mil polyethylene film, similar to P-350 poly
scrim by Poly Plastic & Design Corp. of Springfield, Mass.
across the floor and up the sides of the filter bed. Install
1/2" thick gypsum board over the membrane at the walls of the
bed. Spread 2 inch thick layer of fine sand over the
membrane. Where the underdrain piping system passes through
the filter wall, said opening shall be carefully cut in the
membrane, and properly sealed around the piping, and shall
provide a water tight seal at said location. Over the filter
floor surface, install the 4 inch diameter flexible porous
plastic tubing, similar -to Hancor Pipe or approved equal, to
be used as underdrains for the sand filter bed, with holes
placed downward. Connect tubing to 4 inch diameter Schedule
40 piping at the lowest corner of the sand filter bed wall
where the piping system passes through the filter membrane
wall, with said 4 inch diameter Schedule 40 PVC piping being
laid at 1.0% minimum grade from the sand filter bed to its
entry into the flow divider box, and from the outlet of the
flow divider box to the inlet of the chlorination tank and
dosing tank. Install stone of the 1 inch to 1 1/2 inch
diameter size (#57 stone) around the underdrain piping system
to a depth of 6 inches, and rake to a smooth and uniform
surface. Over the stone base of the sand filter bed, install
approved filtering sand to a depth of 30 inches (2.50 feet),
and rake the top of the sand to a smooth and uniform surface.
The sand to be placed in the filter bed must meet the
specifications for filter bed sand as established be the N.C.
Division Of Environmental Management.. The sand shall exhibit
an effective size of 0.35 to 0.50 mm, shall contain less than
0.5 percent dust content, and shall demonstrate a uniformity
coefficient of less than 3.0 which shall be computed by
taking 60 percent passing by weight through a No. 14 sieve
and dividing by 10 percent passing by weight through a No. 35
sieve.
The sand supplier shall verify approval of their sand
for use in sand filter beds by submitting a copy of a letter
from the N.C..Division of Environmental Management granting
their approval of said sand during the 3 month period prior
to the date sand is delivered to the job site for this
project.
(j) Once approved filtering sand has been placed into the
sand filter bed to the proper depth and has been spread to a
uniform surface, the distribution piping system, shall be
placed on top of the filtering sand, and connected with the
piping system to the pump unit.
(k) The laterals across the top of the sand filter bed shall
consist of separate lines of PR160 1 1/4 inch diameter P.V.C.
piping and each lateral shall contain orifices of 7/32 inch
diameter size. See "Orifice Data Sheet" within these
specifications for length of each lateral, as well as the
number, size, location and spacing of all required orifices
SITE REQ PAGE 3

n-
per lateral. The first orifice shall begin as specified from
the manifold pipe and subsequent holes shall be located at
required intervals along the length of the pipe and shall be
alternated from side to side as shown on "Typical Section.
Through Lateral Trench." The ends of all laterals shall be
turned up and plugged with a Schedule 40 PVC removable clean -
out plug. All joints in laterals and in manifold piping
shall be of water tight connections such that the only source
of water seepage from the system is through the orifices.
(1) Orifices shall be drilled into the distribution laterals
at 4 o'clock and/or 8 o'clock position of the pipe, and shall
be alternated from side to side along the length of each
distribution lateral. A total of 5 distribution laterals of
1 1/4" diameter size and 23' length are required, and the
total number of orifices in the distribution piping system
shall be 47 orifices of 7/32" diameter. The distribution
laterals shall be connected with 2" diameter Schedule 40 PVC
manifold piping which extends from the top of the sand filter
bed to the pump located within the dosing (pumping) tank.
Once the distribution piping system has been installed
across the top of the sand filter bed, the sand surface and
distribution piping system shall be covered with a 6-inch
thick layer of #57 wash stone, spread to a smooth and uniform
surface.
(m) Wastewater piping system from the underdrain outlet of
the sand filter bed to the inlet of the flow divider box, and
from the flow divider box to the inlet of the dosing tank and
chlorination tank shall be 4" diameter Schedule 40 PVC sewer
pipe laid at 1.0% minimum grade.
(n) The flow divider box shall consist of two separate "flow
divider" units as manufactured by "Flow Divider Company" of
10621 Six Forks Road, Raleigh, N.C. 27614, Phone [phone]-
1839, or approved equal. The two flow dividers shall be
installed within a precast concrete box with access lid to be
set above final grade.
(o) The chlorine contact tank shall be 100 gallon capacity,
cast of reinforced concrete material, with 4-inch diameter
Schedule 40 PVC inlet and outlet piping, with baffles within
the tank, and containing a "Sanuril" Model #100 tablet
chlorinator, with stacking tubes to hold the chlorine
tablets, and with removable tank lid over the Sanuril tablet
chlorinator for easy access for checking and refilling the
stacking tubes with chlorine tablets. Size of chlorine
contact tank shall be 3.5' long by 3.5' wide inside dimension
by 1.17' liquid depth. See detail for tank construction.
(p) The step aerator system shall consist of concrete or
masonry steps open to the atmosphere located in a structure
8'-0" long by 2'-0' wide, shall contain a total of 9 steps,
with each step dropping 2 2/3 inches (one brick course) and
each step containing one-half of a 2" diameter pipe split
horizontally, and being 10" long each. At the bottom step of
the aerator shall be a sump of 8-inches long by 8-inches
SITE REQ PAGE 4

wide by 8" deep to be used as an effluent sampling port.
Cover the step aerator with open metal grating. Piping from
the outlet of the step aerator system to the discharge point
in Lake Norman, shall be 4-inch diameter Schedule 40 PVC pipe
laid at minimum grade of 1.0 percent. Piping shall be buried
at minimum depth of 1.5 feet below grade from the outlet of
the step aerator to the shore line of Lake Norman. From the
shore line to its discharge point, a distance of 200 linear
feet, the 4" diameter Schedule 40 PVC pipe shall be laid on
the floor of Lake Norman, and shall be..threaded through the
core of 8" thick concrete block units at intervals of 10 feet
along its length.
(q) The pump shall be operated automatically by use of Super
Single Pump Switch, Model #15ssd, 115 v., or approved equal,
equipped with a three -pronged series plug (configuration per
NEMA5-15) for 1/2 horsepower pump and set for 5 1/2 inch
start/ stop level adjustment.
(r) Pump and control circuits shall be provided with manual
circuit disconnects within a water -tight, corrosion -
resistant, outside enclosure (NEMA 4X or equivalent) adjacent
to the pump tank, securely mounted at least 12 inches above
the finished grade. The pump shall be manually operable
without requiring the use of special tools or entrance into
the tank for testing purposes. Conductors shall be conveyed
to the disconnect enclosure through waterproof, gasproof, and
corrosion -resistant conduits, with no splices or junction
boxes provided inside the tank. Wire grips, duct seal, or
other suitable material shall be used to seal around wire and
wire conduit openings inside the pump tank and disconnect
enclosure.
(s) The "Owner Warning Panel" shall be located at a
conspicuous location within the building at a location as
selected by the owner. The "Owner Warning Panel" shall
contain the name, address, telephone number, and emergency
phone number of the person to contact immediately should
malfunctions occur and warnings be given by means of the
"Owner Warning Panel".
(t) The "Owner Warning Panel" shall contain a sign marked
"Wastewater System Alarm". The Installation Contractor shall
install a "Tank Alert" warning system by S.J. Electro
Systems, Inc., of Detroit Lakes, MN. which shall consist of a
float and alarm panel. Such "Tank Alert" shall be connected
with a separate circuit from that supplying power to the
pump. The alarm shall be mounted in a location approved by
the Engineer which will insure it being easily visible and
audible from a satisfactory location within the building.
(u) All control and power wiring for the entire wastewater
disposal system shall be in compliance with all local, state,
and federal regulations, codes, and ordinances, and shall be
confined on the site generally to the area of the pump,
control floats, and "Owner Warning Panel". The Installation
Contractor shall be responsible for the costs of obtaining
SITE REQ PAGE 5

f
n-
all power and control wiring for this system and shall
coordinate his work with the electrical contractor and with
the Owner.
(v) Once the proposed wastewater disposal system has been
constructed and is ready to be placed into operation, the
existing original septic tank and the existing dosing tank
shall be uncovered, its contents pumped out and disposed of
properly, and the tank removed from the site, with the tank
hole being properly filled and compacted.
(w) The Installation Contractor shall smooth the.disturbed
land surface after installation of the wastewater treatment
facilities, and shall leave the surface neatlyshaped to shed
rainwater and ready for seeding. The Installation Contractor
shall stabilize the area of construction by planting and
seeding with Kentucky 31 tall fescue and shall keep the
planted areas watered and mulched until such time that a
hardy stand of grass is established. Prior to seeding,
evenly distribute and mix with the soil 8-8-8 commercial
fertilizer at the rate of approximately 40 square feet per
pound (1,000 pounds per acre). For soils with a pH of 6.5 or
less, hydrated agricultural.lime shall be applied at the rate
of 20 square feet per pound (2,000 pounds per acre) and at a
rate. of 40 square .feet per pound (1,000 pounds per acre) for
soils with a pH greater than 6.5 as determined by -soil
samples tested by the North Carolina Agriculture bepartment
or as approved by the Engineer. Seed shall be sowed at a rate
of 200 square feet of area planted per pound of grass seed
and shall be raked lightly into the top 1/8 inch of soil,
rolled lightly with a light weight lawn roller, and watered
with a fine spray.
(x) The wastewater system Installation Contractor shall
agree to provide a minimum of one year of regular service to
the occupant for maintenance and upkeep of this system at no
additional cost to the occupant, and such one year period
shall begin from the date of .final inspection and acceptance
of the system construction by the occupant, the Engineer, and
representatives of the permitting agency. After the above
one year period has expired, the Installation Contractor
shall offer the occupant a continuation of maintenance and
upkeep service at a reasonable charge as may be negotiated
between the Installation Contractor and the occupant. Such
service shall include checking the entire system at least
twice yearly, offering quick response servicing in case of a
malfunction of the system (maximum of 24 hours after warning
is given by the "Occupant's Warning Panel") and performing
such servicing of components and replacing of worn or
defective equipment as may be necessary to keep the system
operating in good condition. In the event that the
Installation Contractor will not be willing to agree to above
described one year maintenance period, then any other time
period must .be acceptable to the occupant, the Engineer, and
to the permitting agency..
SITE REQ PAGE 6

WASTEWATER TREATMENT SYSTEM
JANE.W..HOPE AND HAROLD P. HOPE, JR.
DESIGN SPECIFICATIONS FOR WASTEWATER TREATMENT SYSTEM FOR
EXISTING 3-BEDROOM RESIDENCE AT 123 LANGDON ROAD, DAVIDSON
TOWNSHIP, IREDELL COUNTY, N.C.
DAILY WASTEFLOW:
SEPTIC TANK SIZE:
PUMPING TANK SIZE:
EFFLUENT LOADING RATE
AT SAND FILTER BED:
TOTAL SAND FILTER AREA:
TOTAL LINEAR FEET AND
DIAMETER OF LATERALS ACROSS
TOP OF SAND FILTER BED:
TOTAL LENGTH AND DIAMETER
OF SUPPLY MANIFOLD:
NUMBER AND LENGTH OF LATERALS
ACROSS TOP OF SAND FILTER BED:
MANIFOLD PLACEMENT:
HOLE SIZE:
TOTAL NUMBER OF HOLES:
TOTAL FLOW THROUGH SAND FILTER
SYSTEM
(SEE ORIFICE DATA SHEET)
ELEVATION HEAD:
PRESSURE HEAD:
FRICTION HEAD:
TOTAL HEAD:
STORAGE VOLUME IN PIPES:
360 gpd
1,500 gallons
1,500 gallons
4.608 gpd/sq. ft. at
4:1 ratio
1.152 gpd/sq. ft.
as single pass
12.5 X 25.0' = 312.5 SF
115 feet of 1 1/4"
diameter
80 feet of 2 diameter
Sch 40 PVC
5 @ 23' each
One end
7/32" diameter
47 orifices
Disposal Field = 46.1 gpm
Anti -siphon hole= 2.0 gpm
Total 48.1
14.1 feet
3.0'
4.8'
21.9 feet
Manifold = 13.9, Laterals
=10.4 Total = 24.3 gals

DOSING VOLUME:
CHECK VALVE NEEDED:
PUMP REQUIREMENTS:
180 gallons, 5 1/2" in
1,500 gal. tank
48.1 gpm at 21.9' TDH Use
Goulds 1/2 horsepower
WE0511H Pump, Model 3885,
or Hydromatic SP50M1 pump,
or Myers WHRH5-11C pump or
Zoeller N161 pump, or
approved equal
PUMP RUN TIME PER DOSE 3 3/4 minutes

L4 0
t'm0't
�rnm
bz y
a�80p En
8 Hrov m
00zy
� H �
ro��d
H 3 z z
I��j �O
OHCA ��
tinzrnr
r�r
H
O H
En
z rij x
O O0
Cam+] H
C7 ro
En
Z Cn
H
H
r
H
Ul
cn
u
LETTER
IDENTIFICATION
OF LATERALS
LENGTH OF
w
�='
L'
LATERALS
co
00
OD
OD
w
ELEVATION
T
O1
d1
T
T
OF LATERALS
Ln
to
to
to
to
W
HEAD AT
0
0
0
0
o
LATERAL
w
w
w
w
w
SIZE OF.
N
N
N
N
N
ORIFICE
0
0'
0
0
0
FLOW PER
io
io
io
io
io
ORIFICE
0o
co
co
ao
0o
( 9 pm )
NUMBER OF
i
ko
o
w
o
ko
ORIFICES
PER LATERAL
FLOW PER
rn
°D
'D
°o
'D
w
LATERAL
01
d
N
O
N
O
N
(9Pm)
0
�-j
0
N
DISTANCE FROM
i
i
i
MANIFOLD PIPE
a_'
"_'
°_'
TO FIRST ORIFICE
ORIFICE
N
N
N
N
N
SPACING
rn
a,
a,
rn
rn
(on center)
N
o
o
DISTANCE FROM
i
j
j
j
j
LAST ORIFICE
°_'
°_'
°_'
TO END OF
LATERAL
�
N
�
N
�-'
N
�-j
SIZE OF
=
LATERAL
Ion=
VQN=
_y

ELEVATION DATA AND FLOW LINE INFORMATION -CONCERNING
PROPOSED WASTEWATER DISPOSAL SYSTEM TO SERVE EXISTING
THREE —BEDROOM RESIDENCE AT 123 LANGDON ROAD,
DAVIDSON TOWNSHIP, IREDELL COUNTY, N.C.
1. Prior to beginning construction of the proposed
wastewater disposal system on this lot, carefully uncover the
existing wastewater piping system to the existing septic
tank, and verify that the existing wastewater piping system
is contained within a single pipe and that its elevation will
allow construction of the proposed wastewater disposal system_
at the elevations described herein. If the elevation of the
existing wastewater piping system will not accommodate the
elevations described herein, the Contractor shall notify the
Engineer of his discovery, and the elevations of the proposed
wastewater system shall be adjusted accordingly to the
satisfaction of the Engineer. Do not start construction.of
the wastewater disposal system components until the elevation
and location of the existing wastewater piping system has
been verified.
2. For the 1,500 gallon capacity precast concrete septic
tank, set invert into tank at elev. 777.00, set invert out of
the tank at elev. 776.83 (top of tank approximately elevation
777.83, bottom of tank approximately elev. 772.33). Top of
r_ access hatch at elev. 780.00.
3. For the 1,500 gallon capacity precast concrete dosing
(pumping) tank, set invert in at elev. 776.58, top of access
hatch at elev. 778.50, top of tank at elevation 777.41, pump
intake at elev. 772.41, bottom of tank at elev. 771.91.
4. For the recirculating sand filter bed 25.00' long by
12.50' wide, set top of stone cap at elev. 787.001, set top
of filtering sand at elev. 786.501, set bottom of filtering
sand at elev. 784.25' at high corner and at elev. 784.00' at
low corner, set bottom of stone at underdrains and invert
"Out" at elev. 783.50' at low corner (slope bottom of sand
filter bed 3" from high corner to low corner), set bottom of
bed excavation at elev. 783.17' at low corner.
5. Invert of 4" diameter Schedule 40 PVC gravity piping from
sand filter bed underdrains as follows:
Invert out of sand filter bed at elev. 783.50'
37 L.F. of 4" diameter Sch 40 PVC pipe at'1.71% slope
Invert into first flow divider at elev. 777.17'
Invert out of first flow divider at elev. 777.00'
Invert into second flow divider at elev. 776.92'
Invert out of second flow divider at elev. 776.75'
Invert into dosing tank at 2 locations at elev. 776.58'
Invert into chlorination tank at elev.-778.00'
ELEVATION DATA AND FLOW LINE INFORMATION Page 1 of 2

ELEVATION DATA AND FLOW LINE INFORMATION (Continued)
6. At Chlorine Contact Tank, to be built 4'-0" long by 4'-0"
wide by 4'-0" high outside dimensions, build to the following
elevations:
Top of lid over chlorine tank at elev. 780.42'
Average grade at chlorine tank at elev. 779.4'
Invert into tank/chlorinator at elev. 778.00'
Invert out of chlorine tank at elev. 777.83'
Floor of chlorine tank at elev. 776.67'
Bottom of tank at elev. 776.42'
7. At Step Aerator and Sampling Port, to be built 2'-0" wide
and 8'-0" long overall, build to the following elevations:
Invert into box at first step at elev. 776.08'
Build a total of 9 gravity steps/drops at a drop of one
brick course per drop (2 2/3" high per drop), using
half of 2" diameter pipe horizontally per step (drop).
Invert out of step aerator/sampling port at elev.
774.08'
8. Invert of 4" diameter Schedule 40 PVC gravity pipe from
the step aerator/sampling port to the discharge point:
Invert out of step aerator/sampling port at elev. 774.08
Invert out at discharge point at elev. of lake bottom.
Extend discharge point a distance of 200 feet into Lake
Norman from the shore line. Install pipe through 8"
block masonry units at 10' intervals along the bottom of
the lake to the final discharge point.
9. In dosing/pumping tank, set float switches at the
following depths in the tank:
Pump "OFF" float at 1'-5" above tank floor
Pump "ON" float switch at 1'-10 1/2" above tank floor
Alarm "ON" float switch at 2'-1 1/2" above tank floor
ELEVATION DATA AND FLOW LINE"INFORMATION Page 2 of 2

RECOMMENDED SCHEDULE FOR SYSTEM MAINTENANCE,'OPERATIONS, AND
MONITORING OF
RECIRCULATING SAND FILTER WASTEWATER DISPOSAL SYSTEM
1. The chlorination tank should be checked at least weekly,
the amount of chlorine tablets in the chlorinator should be
observed and tablets added as may be necessary to maintain an
adequate supply of chlorine for proper. disinfection. Check
chlorine residual of effluent leaving the step aerator in
order to determine that the proper amount of chlorine is
being fed into the system (0.5 to 1.0 ppm).
2. Pump and control float operation should be checked during
all routine inspections and at least twice monthly.
3. Pump maintenance should follow the manufacturer's
recommendations.
4. The septic 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 three years for systems without
garbage grinders.
5. Accumulated solids in the laterals over the sand filter
bed should be back flushed annually by unscrewing the caps of
each of the turn -ups and back -flushing with a garden hose
using clean water, or by flushing the lines by use of the
pump in the dosing tank.
6. Leaking plumbing fixtures should be corrected as soon as
possible.
. PREPARED BY: DAVID A. ROBERTS, P.E. OF.LANDIS,.N.C.

Provide Manual Disconnects
For Pump and Control Circuits
in Water -tight,. Nema 4 X
outside Enclosure ----�
Non -Corrosive Conduit
or underground Cable
High Water Alarm Cord _
High -Water Alarm Cord
to Panel in House
From Septic Tank
Pumping Tank
Level Control Unit Cord
r-- Pump Power Cord
,�IWV 1%LZ-TTe.yg
V%6 Scu 44 Pvc
M
I�
Q
i
N
�
r
BAFFL.M WALL wrr" Two 410
opa+llMC-,S -SET Iv Asam FLOOR
Two-2" Concrete Blocks
Placed Side by Side
WA\-rw,P og
Cover Box
Threaded PVC Union
9
NOW
III�1�
Riser at.least 6" above
-- GATE VAa.N/g grade
PVC (or Bronze)
Nylon lifting Rope
= T14 ScH 44o Pvc -M
SAMV FLLT= MD
_*j role, to break sipho:
on of pipe
_ High Water Alarm Float
_ "Pump On" Float Contro
Draw -down level
"Pump Off" Float Contn
— FLopT 'jYi.��Sil�pE1Z11LItJ5pE1
SAI!o" CONG MLJXK WI_n4
VOIAs r-lu b WITH Cow'.
Submersible Pump
ru tap i uywE m v as'si M41,
M W N :
so m
IDN
,,,••hnnil IN�``�
0
w
EQ
a
H
w
A
w
U
NOW
III�1�
Riser at.least 6" above
-- GATE VAa.N/g grade
PVC (or Bronze)
Nylon lifting Rope
= T14 ScH 44o Pvc -M
SAMV FLLT= MD
_*j role, to break sipho:
on of pipe
_ High Water Alarm Float
_ "Pump On" Float Contro
Draw -down level
"Pump Off" Float Contn
— FLopT 'jYi.��Sil�pE1Z11LItJ5pE1
SAI!o" CONG MLJXK WI_n4
VOIAs r-lu b WITH Cow'.
Submersible Pump
ru tap i uywE m v as'si M41,
M W N :
so m
IDN
,,,••hnnil IN�``�
0
w
EQ
a
H
w
A
w
U

?14&T TRIG —�
1.00E ��7-yii�'1�
IPM
voi P
ally .811x ►�.�
Cs�IJG. P1Q',K Q q
1=t�-L bolos o
Wlru cam
FLOAT TREE DETAIL
PREPARED BY DAVID A. ROBERTS4 P.E.
NO SCALE
0
p4G PIpm
SLIDC 211¢� p1F%
ow WTo 2y"o
RJMPtt.IG -M"K
FLooR
c Jot n F1 , It
C,Ogc,. AR wt>
j PI P&
�c i40
•ter ♦ e
a 4

L 11
¢1.. �'Su t+1 *� N1 W caLC 5 ' (JOrA. SAS Cr- 1.1 N JE Z P x F
r
33
It
TOP FILTOR BMP Top S ro► F- F1Av=
I
2k1A-rmr� ALL —
, I LOps x I. r wIvV, cItZCu"T)lV6 Na F1Lim 13*0 `
'/4"b PP,-IGa Qvc. LmToerzew�s 'LoN(*-5 RjeQO -- 1Os-n« �� •�I32�� ��1 Cie t� s �►s Q, SU4 4P PVC GRAN IT' Fl P1 NC7 To r-AovJ D►u1Dp�o�c
�p �"` Z Scl-� Q V C ► nq N� oc.n P P��. F
o-r, k i s\ Fi i -r,z o
6`

i1-3 2L(1,
ZIL ('
C. G 1
1(-3,.
_ v�ITM TUnrr-uQs AT ENoa— 5 RQ`�o
rl Owl .vo Ti
is c d a a
o v a v a n a =T Sep C a a r —
6"aF 57- wNIAL 0 SIM
C
. _ /2 �.yPSurt\ DcAa a4 EACA Sly of v o2 Ul e.& =•
looa ,
• ' � r � - �'' of # 5 � wAaH�'sT�N� -
4POROUS P�asi�c T
A a a �, o ab,a e3 u
�, 11 I A A it D 0• p' ' s p .. ,a
-Ska Pt. �aTrorr\ OF SANio F1 Lum Goo 3" Fworn �; MIS �f+Y KEt, lrtf AaA2� w:f�
�•11 �l coup Tc !.Ow
=14IG14 •-CMMR-:ate .pJMI T84 -J
CR05S SEC-Tloti "A-k" TN?Zdy6A RF.ClRC.ULA-rlS . Sw4a r'IL`C' a Up

4"-s Scc•IacuLz
Ao pvG AM (.o1�
M I ► 1. swPE�
'I A
Z
r.;
it
FROM swD Fium.R BSD
4"<� sf--" aUW- qo
pvG AZ' 1.,o
M4.1• 'W-9m,7m­, `wr
To PUMF I1.1G
I
i
411,$ f.+CMili. lLL� py� AT
t.o • MI • 5���
- TO SAP AERATOR AND
i— sr�rnp��� P�Rr
PLAN VIEW
��nnou�,gLc �.Iv
FLOW vivIDrRs
4`0 FVG
INS/ I it .
1 uV oU i -.,/ rl NV I" �I IJV
FLOW DIVIDER 13OX DETAILS
PREPARED BY.: DAVID.A. ROBERTS.,. RE,
SCALE: I" I'-0"
DATE: 5-30-95
79£
K CR pRW Si
r�0 . Gt�IT YJ�S
lot
1 1
Comexua .E SLAS
N CARO��••,
SEAL
9 6271
a Iy
S� �vGIN���'��� `
rHUR'wo,,,.

ILO
�-- FRS rr Fi. w O tVvo rt 4 SOV4 fit =vL UNA 2�tA�r1
30
I
r
3''
PrMa .j D+ Sc►iw26
0
���C�{° x 4' CoNc, TANk-.ouzs� D+ r Ns�vn►s - 3„ ki ra�� Tw c.y t4*,s.S
5CA 4o-Fvc. //4,-er 'eft
,' O ��SRt1V�IL �cOL�L {�0 Tr,�3t1�T GNftaR�oJAT�fL^"rr�auN'C �N �YQ��pVC l,�.GS
j
i
i

�d rJ J�IAPD � L-VO i - O Ob lMS (o�
_ h%*M yljd3 ' a `O �� s�� �� ,•.' � �"•, N'�t'D +f .1, 'r►ttrl ►r �
����nd4;,�/,I N4.1Nnc�u _?�cx�n�•uo�t1+� ,L�e'��.�'j„+ oaf Z�.�w-t,�?��NdS 0
-A-3cria, @
5dp1S'"t9Nd{{�� ��2f��XZf,I �,tM crti7 aela7d, 71at+� "'v►tC�{��/► �Sn O
�Ih-�v1Ncr� ar�vc*�r� ta�nobnl ,{b~�w�. Nall.S.Ss 3
lug I �,t �!
1-'Z-►iLL =1r3T3
n
a
"
� I I
u'
Q
:b
nA ea

4� 6� 4" -
ISc+�.F o+= 2'� Sctii 4o QYc. Pik-SP�ttWo�zor�-mvY-�x�rhj2'
To oloo "C
It
N
a
SA" L3 N 6 FOft'f
_ ]3RICIc TRfAOS—$�ON�o ��— IORfQ�'D _ 1 LAN � IOW
EJJ
_ -r-r.t
T p
t�K S� Pf �2T S er f U G PA ri Ncr
14m ir- OF r-"4) A19E - F-wrA p Zcacti "Ik. � / l
5ET Top ov PiP.%—, rcujR wlTA 14RIC-14, — -
RjsERsc:Z Z�%3 C I ORIc►c coulaxt t gcN
IWV cu-r —
SarpL,v4(. �0�7
A�RATo1, LI N Q PJRT
I '

0
• For Homes
• Farms
• Trailer courts
• Motels
• Schools
• Hospitals
• I ndustry
• Effluent Systems
anywhere effluent
or drainage must be
disposed of quickly,
quietly and efficiently.
Heavy -Duty Solids Handling
Dependable Capability to 3/4"
1/3, 1/2 H.P. 60 Hz
Single Phase 115, 230 Volt.
1/2, 3/4, 1, 1 1/2H.P. 60 Hz
Single Phase 230 Volt. Three
Phase 208-230, 460 Volt.
90
80
~ 70
w
W
60
Q
= 50
U
40
Z
0 30
J
Q
0 20
10.
0
0
°S
S$ t
x..
k
t f e
'�
'4
t
.. YL
�a ..
'
f�T°'
1..:�
a
4
can
Y
•t i.s
r fi
�y A 1
}4�•
a��.
�.T. ��
tat.
.+. i�r1
-�5
K b�
lY �%�.r
� ��•i
_ rr.
�
A
�
ry
��S
r.
�
q
1NEt f
6-
r�� hhtiMODEk
+3885?r"
,r
i+L.
«�
t
.'�
s
tA'
Tik
}
fi.
.
W,
< �
iv..rz'
°
t
ki ihRPM
?'S1yf50�345rT
�k°
N
r
itr
.>...i„2x:!
1,,
i .
,, rn
t',
���.:-.-
.1,,� F'f&Y;;•
,w
'^,�f t "
".%�*'
�•
�
�a..i
Ja:V3
.�'p�-�5
7 r"�3.
11�
Ski' i 1
.�,!5
�£
�1
`.
`2.'.
4
4
'�fy 4k5�1;
N
; ;;t
tF
j`x
ii%
�J
r .
r�"
ftIV
L
is
h
;'
f
fr
r`f�
s'
:
7f'!
,. , .
i
a
8•
;4'
.'`>,'
9\;tlj
Bulletin CL2.1A
July 8, 1983
GOULDS
Model 3885
(Supersedes Model 3870)
Submersible
Effluent Pumps
Pump Specifications
Solids Handling Capability to'/4".
Discharge Size
2" .NPT.
Semi -Open Impeller
3 vane design, threaded on shaft. Three phase
units use impeller locknut to prevent accidental
back -off. Pump out vanes on backside of impeller
for protection of mechanical seal.
Casing
Volute type for maximum efficiency.
Stainless Steel Fasteners
Series 300 stainless steel for corrosion
resistance.
Mechanical Seal
Ceramic vs. Carbon sealing faces, stainless steel
spring and Buna N elastomers.
Maximum Temperature
160° F.
Capable of Running Dry
without damage to components.
Motor Specifications
Motor Fully Submerged
in high grade turbine oil for permanent lubrica-
tion of bearings and mechanical seal and
efficient heat dissipation. Motor sealed from
environment by rugged cast iron enclosure.
Bearings
Heavy-duty all ball bearing construction.
Stainless Steel Shaft
Series 300 stainless steel for corrosion
resistance. Threaded shaft.
Single Phase Units
All single phase units have built-in thermal
overload protection with automatic reset.
Three Phase Units
Overload protection in starter unit. 208-230 or
460 volts. Threaded shaft 60 Hz operation.
Power Cord
Water and oil resistant. Epoxy seal on motor end
acts as a secondary moisture barrier in case of
darnage to outer jacketing. Corrosion resistant
gland nut.
Single Phase Units
'/.,. '�- H.P. models equipped with 15' of 16 3
SJTO with 3-prong grounding plug. '.,, 1. l': H.P.
models equipped with 15' of 14/3 STO power
cord.
SPECIFICATIONS ARE SUBJECT TO CHANGE
WITHOUT NOTICE.
10 20 30 40 50 60 70 80 90 100 110 120
GALLONS PER MINUTE
[qGOULDS PUMPS, INC.
SENECA FALLS NEW YORK 13148

GOULDS Model 3885 Submersible Effluent Pumps
RQECIFICATIONS
_.P.
Order No.
Volts
Phase
-Max.
Amps
RPM
Max.
Solids
Wt.
(lbs.)
1/3
WE0311L
115
1
9.4
1750
56
WE0312L
WE0311M
230
4.7
WE0312M
i/
WE 5511H
115
16.0
3450
60
WE0512H
230
8.0
WE0532H
208/230
3
3.4
WP0534H
460
1.7
3/4
WE0712H
230
1
9.0
70
WE0732H
208,1230
3
5.4
WE0734H
460
2.7
1
WE1012H
230
1
11.6
WE1032H
208/230
3
6.4
WE1034H
460
3.2
1 V2
WE1512H
230
1
13.3
80
WE1532E
208/230
3
92
WE1534H
460
4.6
DIMENSIONS CHART (in inches)
H.P.
Order No.
Phase
A
B
C
D
E
F
��3
W E0311 L
1
81/
12 Ye
5'/4
15
31/4
2
WE0312L
W E0311 M
W E0312M
i1
Z
W E0511 H
WE0512H
WE0532H
3�
WPO534H
3/4
W E0712 H
1
38
8112
121!
53/4
15
31/4
2
WE0732H
W E0734 H
WE1012H
WE1032H
WE1034H
1112
WE1512H
WE1532H
WE1534H
Model 3885 Packaged Effluent Ejector System
KICK -BACK
T
_f

FEATURES
"Tornado'' recessed type open impeller is non -clogging
and has no close running clearances. The recessed
impeller, open volute construction is dependable and
trouble free, thoroughly proven in hundreds of field
applications.
Motors are submersible type permanent split capacitor.
3450 RPM, and oil filled for best heat transfer and
bearing lubrication. Motors have no start relay or other
starting devices and cord plugs directly into standard
receptacle for manual operation or can be used with
Myers ALC or AWS level controls for automatic
operation. Motor has automatic reset type overload
protector attached to motor winding. Available for
200 or 230 volts single phase power also for 115 volts
for 1/2 HP size.
Power cord is 20 ft. long with SJTW insulation and
grounding -type molded on plug.
Pump discharge uses same flange as WHR series and is
supplied with 2" NPT pipe flange. Three inch flange is
available if required.
A lift -out rail system is available for use in septic tanks or
deeper basin installations.
Sealed pump and level controls are designed especially
for underground wet pumping applications. No open
switches or vent cords to give trouble.
APPLICATION
The Myers WHRH series Waste Handling Pumps are an
extension of the WHR series line and provide higher
pumping heads and higher horsepower but still handle
11/2" dia. solids.
Many pumping applications for sump or sewage
handling service require higher heads due to long
discharge lines, higher elevations or both.
These WHRH pumps are furnished for simplex or
duplex systems using the same basins, covers, controls
and control boxes used with WEIR series pumps and
listed in section 512.
A lift out rail system with sealing flange is available
for these pumps which allows pump to be removed
from basin or septic tank without disconnecting
any piping.
Pump in Raised Position

r
v-
CONSTRUCTION FEATURES
Power Cord —Single phase cord is 20 ft.
long with SJTW insulation and has molded
on grounding -type plug. Plugs directly into
standard receptacle, requires no control
box. Used with ALC or AWS level controls
for automatic operation.
Cord Seal Bushing —Cord is potted into steel
connector with polyurethane resin for leak proof
seal. A cord nut and rubber grommet clamp the
cord into the bushing. Cord can withstand a pull
of 100 lbs. without loosening connection.
Motor — Permanent split capacitor -type is
oil filled for best heat transfer and bearing and
seal lubrication. Operates at 3450 RPM and has
built-in automatic reset overload protection.
Motor voltage 200 or 230 volts single phase also
115 volts for 1/2 HP size unit.
Capacitor Housing —A separate housing permits
mounting of the permanent oil capacitors. Can
replace capacitors without dismantling motor
or pump.
Motor Housing —Cast iron stator is pressed in for
best heat transfer and alignment.
Impeller— Bronze, Tornado non -clogging type.
Has back pump out vanes to protect seal and
reduce thrust.
Mechanical Seal — Heavy duty type has carbon
and ceramic faces lapped to a flatness of one
light band. Spring and all seal parts stainless
steel. Rubber seal bellows is Buna N.
Volute Case —Cast iron has 11/2" full open volute
to pass solids. Support legs provide proper
clearance for pump inlet.
Bearings —Lower ball bearing takes radial and
down -thrust loads. Upper sleeve bearings take
radial loads and have thrust washer to absorb
any up -thrust.
Corrosion Resistance —All iron parts are coated
inside and out with baked -on epoxy paint. All
machined surfaces are re -coated with epoxy
after machining.
DIVISION OF
F. E. MYERS CO.QA
McNE1L
400 ORANGE STREET. ASHLAND. OH 44805C 0 R P 0 R AT 10 N
Power Cord .
Cord Seal "
Bushing r
,r
Potted JI..
Leads '
Capacitor Housing
_. Motor Housing
Pump Shaft
Bearings
Motor
Mechanical
Seal=°Fasteners
Motor
Bottom
Plate
Impeller 1.
Volute k
Case '
PERFORMANCE CURVES
WHRH SERIES WASTE HANDLING PUMPS
CAPACITY LTTERS PER MINUTE
a 60 so too 120
CAPACITY GALLONS PER MINUTE
000
T
24
22
20
e
III
0

`QUAL/rY PUMPS SNCL- IA31779
Product information presented here
reflects conditions at time of
publication. Consult factory regarding
discrepancies or inconsistencies.
t
Z27ZLIAR fff;
MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347
SHIP TO: 3280 Old Millers Lane • Louisville, KY 40216
[phone] • FAX [phone]
COMPARE THESE FEATURES
• Non -clogging vortex impeller design.
• Float operated, submersible (NEMA 6)
2 pole mechanical switch.
• On point 14" Off point 511.
• Durable cast construction. Cast iron switch
case, base, motor and pump housing.
• 20 foot UL listed 3 wire neoprene cord and
plug. Longer cords available in lengths of
25-35-50 feet.
• Automatic reset thermal overload protec-
tion.
• Oil filled motor - hermetically sealed.
• Carbon and ceramic shaft seal.
• Maximum temperature for effluent or
dewatering, 1300 F. 540 C.
• RPM 3450, 60 cycle.
• Major width 14". Height 19".
• No screens to clog.
• Stainless steel screws, bolts, float rod,
handle guard, arm and seal assembly.
• Passes 3/4 inch spherical solids.
• 11/2" NPT discharge with 2" or 3" flange
available.
• *163 and 165 UL and CSA listed.
BRONZE VORTEX
IMPELLER
ZOELLElf
MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347
SHIP TO: 3280 Old Millers Lane • Louisville, KY 40216
[phone] • FAX [phone]
Manufacturers of .. .
(ze `QUAL/rY PUMPS .FhVCr 1PJg
FM0460
0590
0 Supersedes
00 1189
"161" - "163*" - "165*" Series
('/Z HP) (1/z HP) (1 HP)
HIGH HEAD
"FLOW MATE"
FOR SEPTIC TANK SYSTEMS
EFFLUENT
OR DEWATERING PUMP
SUBMERSIBLE
11/2" NPT DISCHARGE STANDARD
2" AND 3" NPT FLANGE AVAILABLE
*
UL
LISTED Cemcf
*
CCanadian MEMBER
Standards Sump 6 Sewage
Assoc. Pump
Approval Mfg. Assoc.
available SSPMA Specification
NSC-1225
MODELS AVAILABLE
• Automatic or Non -Automatic
161-163 Series 165 Series
• 1/2 H.P., 1 Ph, 115V, • 1 H.P., 1 Ph., 200-208V
200-208V or 230V or 230V
• 1/2 H.P., 3 Ph., 200-208V, • 1 H.P., 3 Ph., 200-208
230V or 460V 230V or 460V
NOTE: No UL listing or CSA approval for 200-206V 1 Ph (except Model 165) or Extra Duty (ED) pumps.

TOTAL DYNAMIC HEAD/FLOW PER MINUTE
FFFI t1FNT AND nFWATFRING
rn
W
W
28 90
i 24
80
70
20
c� 60
} 16 50
0
12 40
0
30
8
20
4
10
163
HEAD/CAPACITY CURVE
161. 163 AND 165 SERIES
fl
161
0
U.S. GALLONS 10 20I 30 40I 50 60I 70 80I 90 100I110
LITERS 0 80 160 240 320 400
FLOW PER MINUTE
Standard all models - Weiaht 77 lbs. - 20 ft. cord - 1/2 H.P.
161 MODELS Control Selection
Model
Volts -Ph
Mode
Amps
Simplex
Duplex
M161
115 1
Auto
15.5
1 or 1 & 9
uiSi
115 1
Non
15.5
2or2&B
3or5&6
51
230 1
Auto
7.0
1 or 1 & 9
51
230 1
Non
7.0
2or2&8
3or5&6
F161
230 3
Non
4.0
2&4
3&4or5&6
• H161
200 208 1
Auto
8.2
1 & 9
• 1161
200-208 1
Non
8.2
2 & 8
3 or 5 & 6
•J161
200-208 3
Non
2.2
2&4
3&4or5&6
•G161
460 3
Non
2.0
1 2&4
3&4or5&6
Standard all models - Weiaht 77 lbs. - 20 ft. cord -112 H.P.
163 MODELS Control Selection
Model
Volts -Ph
Mode
Amps
Simplex
Duplex
M163
115 1
Auto
15.5
1 or 1 & 9
N163
115 1
Non
14.0
2or2&8
3or5&6
D163
230 1
Auto
7.0
1 or 1 & 9
E163
230 1
Non
7.0
2or2&8
3or5&6
F163
230 3
Non
4.0
2&4
3&4or5&6
• H163
200-208 1
Auto
8.2
1 & 9
° 1163
200-208 1
Non
8.2
2 & 8
3 or 5 & 6
' J163
200-208 3
Non
2.2
2 & 4
3 & 4 or 5 & 6
G163
460 3
Non
2.0
2&4
3&4or5&6
Standard all models - Weight 77 lbs. - 20 ft. cord - 1 H.P.
165 MODELS Control Selection
Model
Volts -Ph
Mode
Amps
Simplex
Duplex
D165
230 1
Auto
9.8
1 or 1 & 9
E165
230 1
Non
9.8
2or2&8
3or5&6
F165
230 3
Non
6.6
2&4
3&4or5&6
° H165
200-208 1
Auto
10.7
1 & 9
° 1165
200-208 1
1 Non
10.7
2 & 8
3 or 5 & 6
J 165
1 200-208 3
1 Non
7.0
2& 4
3& 4 or 5& 6
65
1460 3
1 Non
1 3.3
1 2&4
1 . 3&4or5&6
SERIES
161
163
165
FT.
M.
Gal
Ltr
Gal
Ltr
Gal
Ltr
5
1.52
106
401
61
231
61
231
10
3.05
100
378
61
231
61
231
15
4.57
91
344
60
227
60
227
20
6.10
82
310
59
223
60
227
25
7.62
74
280
57
216
59
223
30
9.14
65
246
55
206
58
220
40
12.19
46
174
46
172
55
206
50
15.24
21
80
33
125
51
191
60
18.29
15
57
43
161
70
21.34
30
114
80
24.38
14
53
90
27.43
100
30.48
LOCK VALVE
56'
1 66'
87'
655-
r-
n 4%
1'4 - 11'A NPT
o `Y - 11'A NPT (OR(
7-B NPT
I
SELECTION GUIDE
1. Integral float operated mechanical switch, no external control required.
2. Single piggyback mercury float switch or double piggyback mercury, float
switch. Refer to FM0477.
3. Mechanical alternator "M-Pak" 10-0072 or 10-0075.
4. Combination starter. Refer to FM0514.
5. See FM0712, for correct model of Electrical Alternator, "E-Pak".
6. Mercury sensor float switch 10-0225 used as a control activator, with "E-Pak"
alternator, 3 or 4 float system.
7. SIMPLEX CONTROL BOX 10-0050, 115/230V, 1 Ph. max. 2HP use one(1) single
piggyback wide angle mercury float switch OR two (2) 10-0225 mercury
sensor floats for level control.
8. Four (4) hole "J-Pak", junction box, for watertight connection orwired-in simplex
or duplex operation.
9. Two (2) hole "J-Pak", junction box, for watertight connection or splice.
*No Molded Plug
ormation on additional Zoeller products refer to catalog on Combination Starter, FM0514; CAUTION
Piggyback Mercury Switches, FM0477; Electrical Alternator, FM0486; Mechanical Alternator, All Installation of controls, protection devices and wiring should be done by a qualified
FM0495; Alarm Package, FM0513; Sump/Sewage Basins, FM0487; and Simplex Control Box, licensed electrician. All electrical and safety codes should be followed Including the most
FM0732. recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA).
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
I '

F —_
1
S P40
SP50
csnu�a
Y[YI(ll
Outstanding Features
BULLETIN 210.8
S P40 — 4110 H. P.
SP50 — 112 H.P.
Residential
sewage ejector
submersible &
high capacity
sump service
HYDROMATIC
PUMPS
A Marley Pump Company
■SP40 and SP50 pump systems rate high in efficiency for high capacity handling of sewage from large residences
and buildings, drainage water from basements, dairies, stores, and industrial pumping of wastewater.
■4/10 horsepower (SP40) and 1/2 horsepower (S-P50) motors are ball bearing design, oil filled and protected with auto-
matic reset thermal type overload. Motor housing filled with dielectric pure, clean insulating oil. Three phase motors
do not have overload protection and should always be used with a magnetic starter incorporating overload protec-
tion.
010-foot power cord with 3-prong grounding plug furnished as standard (autos only). 20-foot length available at extra
cost.
■SP40 is high capacity, non -clog; two -vane sewage type. SP50 is'semi-open two -vane sewage type with impelling
vanes on back shrouds to prevent stringy materials
from binding blades or wrapping around shaft. CAPABILITIES
■Precision mechanical seal prevents leakage into
motor. Seal faces are carbon and ceramic, super lap-
ped for long leak -proof life.
■AII pump parts and motor housing are cast iron. Pump
and rotor shaft are corrosion -resistant steel. All bolts
and screws are stainless steel. Bronze- construction
available on request.
■Diaphragm type pressure switch enclosed in water-
tight housing, mounted to pump. Switch diaphragm is
isolated by oil which is sealed in with a second dia-
phragm.
■Choice of automatic or manual models.
■Each unit is given a complete pumping test before
f leaving the factory.
Specifications
4/10 HP
1/2 HP
Capacities To:
120 GPM
150 GPM
Electrical:
60 HZ 10
30
115V, 9.4 Amps
230V, 4.7 Amps
115V,.12.0 Amps
230V, 6.0 Amps.
230V, 2.7_Amp6
460V, 1.4 Amps.
- 230V, 3.8 Amps
460V 1.9 Amps
Solids Handling:
1-1/4"
1 . 1-1/2"
Discharge NPT
2" Std., 3" Flange Optional -
Pump Cord
10' Std., 20' Optional
Controls
Automatic and Manual
Constructive
Cast Iron Std., Bronze Optional

SP40 Performance and Dimensional Data
28
24
20
W
W
LL
= 16
O
Q
W
2
12
F
r
8
4
0
SP40A — MAX SOLIDS 11/4" SPHERE — 1750 RPM
0 20 40 60 80 100 120 NOTE: CASTING DIM. MAY VARY _ W
U.S. GALLONS PER MINUTE
SP50 Performance and Dimensional Data
SP50 — MAX. SOLIDS 11/2" SPHERE — 1750 RPM
28
24
20
w
w
LL
z 16
Q
W
2
12
O
8
4
0
U.S. GALLONS PER MINUTE
Distributed by
Bulletin 210.8
Rev 11/84; Supersedes 210.5
Printed in U.S.A.
FULL LOAD
AMPS AT 16 115V.
12.0, AT 230V. 6.0.
FULL LOAD
AMPS AT 30 230V.
3.8, AT 460V. 1.9
I I I
12n 14n
z
51..
I �`.
IIh, is t
1
,2"13"
. t ' '., gTD. PIPE
e 1 ?•IN r
NOTE CASTING bIM MA1} VARY a'H'� �' ,y
MARLEY THE MARLEY PUMP COMPANY ✓%
IL HYDROMATIC PUMPS
Box 327. Ashland, Ohio 44805 [phone]
In Canada - Marley Fluid Systems, 126 East Dr., Brampton, Ontario L6T 1C2
International Sales - Mission, KS Telex 716875045 MARLY t1W

I]U:3:Wy1► rciI=,11Ji1
A Low-cost Switch Designed to Outlast the Pump it Controls
ADVANTAGES�o.__
�Service calls reduced with trouble -free
j� switch (failure rate of less than one-half
(D of one percent)
b,.f�`` * Easy installation, no control panel is
needed
CH* Pump stuttering is eliminated with patented on -off
° tumbler — Not sensitive to rotation
* Leakage problems are avoided with sealed water-
proof and weatherproof non -corrosive float as well
as epoxy -sealed cord conductors
* Controls pumps of high -starting currents
* Entire unit (control as well as cord set) UL listed
and CSA certified
* Two year limited warranty
* Manual pump operation possible
U.S. Patent Number 4302641
Mounting
Clamps
Applications: The Super Single Pump Switch
provides automatic pump operation when con-
trolling lift pumps, sump pumps, solenoids,
relays, and alarms in non -potable water and
sewage systems.
Description: The Super Single, Pump Switch con-
sists of one float, a cord with piggy -back plug
(plug is optional), a mounting strap, and two
,rlounting clamps.
Features: The Super Single Pump Switch will
directly -control pumps to one HP 120V or two HP
230V. This pump switch utilizes a special heavy-
duty, mercury -to -mercury type capsule (two
pools of mercury make and break electrical con-
tact). This patented on -off tumbler is omnidirec-
tional; therefore, the float is not sensitive to rota-
tion (no "up" side). This no "up" side feature
simplifies installation.
SSD, "ON" POSITION —
MERCURY -to -MERCURY
CONTACTS
CLOSED
SPECIFICATIONS FOR
SUPER SINGLE PUMP SWITCH
Model:* 15 SSD 120V W-P
15 SSD 230V W-P Pump down
15 SSD 120V or 230V W-O-P for emptying
15 SSU 120V W-P
15 SSU 230V W-P Pump up
15 SSU 120V or 230V W-O-P for filling
*Explanation of model numbers:
15 SSD or SSu 120V or 230V W-P or W-O-P
Cord Super Super Voltage With Without
Length Single Single Piggy- Piggy -
Down Up Back Back
Plug Plug
Please note: The Super Single Pump Switch Model 230V With -
Plug is available in 15 and 30 foot cord lengths only; however, the
120V model may be ordered With -Plug in cord lengths of 10, 15, 20
and 30 feet.
Super Singles with -out -plug (for direct wiring) may be used in
either 120V or 230V application. VV-O-P models are available in
other cord lengths. (Specify length desired.)
Cord: Flexible 16ga.2conductor (U.L.) SJOW.A-SJOW
(CSA) with molded piggy -back plug.
Float: 3.375 inch diameter X 4.25 inch long thick -wall,
non -corrosive ABS plastic for use in liquids up to
1500 F.
Electrical: 1 HP Max-120V A.C.—single phase
2 HP Max-230V A.C.—single phase
When SSD float is tipped When SSD float is tipped up, Note: One Super Single Control may be wired to operate relay con -
down, mercury remains in mercury moves to contact non -contact position. position. trol panels for larger pump applications.
0 MAN
IRM MR Ma MR a
s
SW
This product has been carefully designed and manufactured using only materials of the highest quality. S. J.
ELECTRO SYSTEMS, INC. cares about the CONSUMER and stands behind this product with a Two -Year
Limited Warranty.
A ffA WA FF A FE K M FM K FM K FM FM It FM FM K K K M K FMvv !

INSTALLATION DIRECTIONS,
Model SSD & SSU
Follow these steps:
1. Decide on pumping range for your installation.
2. After determining your desired pumping range, refer to Figure A and Pumping Range Table listed below. Note that tht
pumping range is determined by the cable length from the mounting strap to the float. (To insure proper operation, this length
should be at least 3.5 inches.)
3. Attach float cable to large strap (see Figure B) using the two small clamps. Space small clamps apart a minimum of one inch
on each side of clear friction pad. Then fasten the'large strap securely to discharge pipe or other similar mounting.
(The enclosed large strap and small clamps are releasable which permits readjustment or removal of either strap or clamps
-note Figure C.)
4. Insert 120V piggy -back plug into 120V outlet or 230V piggy -back plug into 230V outlet. To avoid electrical hazards and corro-
sion problems, electrical outlet must not be located in pump chamber.
5. Plug pump into piggy -back plug. ( Figure D)
Check your installation. Allow pump to cycle once to insure proper pump range.
Note: For direct wire installation (without piggyback plug) refer to Figure E.
S. J. Electro Systems, Inc., can not be responsible for damages caused by the faulty or negligent installation of this
control. If you feel that you may encounter problems in installing this device, we respectfully suggest you engage the
services of a competent plumber, electrician or qualified service person.
FIGURE A FIGURE B FIGS � - For piggyback plug installation
Cable length Manual pump operation possible by plugging
Pumpcord (see pump range table below) pump directly into outlet.
Piggy back plug till
Piggyback
Ach
PlugAutomatic Manual
' Operation Operation
Pumping �� / Warning: For 230V Piggyback Plug Installations:
Range �� In a 230V pump installation, one side of the line going to the
pump is always "hot". This condition exists regardless of
whether the switch is on or off. To avoid hazards, remove piggy.
FIGURE C back plug from receptable before installing or servicing pump
and/or switch.
Pumping Range Table
Cable length
from mounting Approximate
strap to float Pump Range
4-
To release, grasp head,
press tab back and pull
head. Cable tie pulls
free quickly, easily.
Reusable.
2.5" above strap
3.5"
5.0"
2.5" below strap
3.5" above strap
5.0"
7.0"
3.5" below strap
4.5" above strap
7.0"
9.0"
4.5" below strap
9.0"
12.0"
6.0" below strap
11.0"
14.0"
7.0" below strap
8.0" above strap
13.0"
17.5"
9.5" below.strap
bove trap
8.5"abelowsstrap
15.0"
20.5"
112.0'
9.0" above strap
17"
23"
14.0" below strap
FIGS E - For Direct Wire Installation (See Diagram Below) .
To
unction Box
ter
To
Pump
White
Switch
Black
To Pump
Load
Warning: For 230V With -Out -Plug Installations:
In a 230V pump installation, one side of the line going to the
pump is always "hot". This condition exists regardless of
whether the switch is on or off. To avoid hazards when installing
or servicing, install a double pole disconnect near pump installa-
tion.
91R.RA7.1'117 AAfn In- C 1 tZI-4-C. +e 1- 04 1 Ell- 17 n,.+....:a 1 �1. 11At,1 c,rnl I Irn

An Economical, Easy -to -Install Complete Liquid Level Alarm System
SENSOR
FLOAT
ALA
c _ o Switch 14
NII \T.,.-1 O..aa....
Warning
Light
Install Inside Bu
ADVANTAGES
* U L listed
*Warns of high or low fluid levels by activating
horn and warning light
*Easy installation
*Metal alarm panel
*Mercury switch and cord encapsulated in epoxy
and impact -resistant, non -corrosive ABS plastic
with internal stabilizing weight.
*Low cost
*Two-year limited warranty
Applications: The Tank Alert is a revolutionary
SPECIFICATIONS FOR TANK ALERT
high or low fluid level alarm. system designed
specifically for lift pump chambers, sump pumps,
Model:
101HW (High Level Alarm) N.O.
holding tank sewage systems, and non -potable
101 LW (Low Level Alarm) N.C.
water systems.
Waterproof cable splice kit included.
f
Voltage:
Primary 120V. 60 Hz. Secondary 12V.60
Description: The sensor float is lowered into the
Hz.
tank and secured at the desired level. When the
fluid level rises (Model 101 HW) or lowers (Model
Watts:
5 Watt Alarm Condition
101 LW) the weighted sensor float tips and ac-
Alarm
tivates a loud horn in the alarm panel. In addition,
Panel:
NEMA 1 6 in: x 4 in. x 2.5 in. metal
a red, solid-state warning light will also be ac-
enclosure with line cord or electrical
tivated. The horn can be turned off, but the warning
knock out for direct wire.
light will remain on until the condition is remedied.
Float:
3.18 in. dia. x 3.875 in. long.
Features: This Tank Alert system is economical
Mercury switch and cord are encap-
sulated in impact resistant, noncor-
and easy to install. The thick-walled ABS plastic
rosive ABS plastic with internal
float is non -corrosive and encapsulates an omni-
stabilizing weight.
directional mercury switch. The float switch
For use in liquids up to 150°F.
operates on low voltage and is isolated from the
101HW N.O. Switch 12 ft. Float Cable.
power line to reduce shock hazards.
(High Level)
10ILW N.C. Switch 12 ft. Float Cable.
( Low Level)
/ SubmersbleHhstnWi
Pump Association
SWO
This product has been carefully designed and manufactured using only materials of the highest quality. S. J.
ELECTRO SYSTEMS, INC. cares about the CONSUMER and stands behind this product with a Two -Year
I Limited Warranty.
mammon
S. J. ELECTRO SYSTEMS, INC., Rt. 1, Box 17, Detroit Lakes, Mn. 56501 218-847-1317
MANUFACTURER OF QUALITY LIQUID LEVEL CONTROLS

9911.1 1 AVLPA 1 IVIV vl1%I_v. I IVIVa rVl% I mIvI% MLGR 1 " IYIVLJCL. IUI nvy HIYu IUILW
The TANK ALERT@ alarm system includes the
following:
SENSOR FLOAT — mercury float switch which
hangs in the tank.
ALARM PANEL — located in the building.
CE KIT — to make a strong, waterproof splice
c !ction.
Installer must provide proper length of *two conduc-
tor wire which connects the sensor float to the alarm
Onel. (*When used underground, wire must be ap-
proved for underground use. For example: 14-2 type
UJF.)
SENSOR FLOAT INSTALLATION:
The sensor float operates on low voltage and is isolated
f om the 120V. power line to reduce shock hazards.
OTE: When installing sensor float, the cable strain
relief (component of tank) must be used to secure sen-
sor float on entry into tank.
TO SET ALARM LEVEL: The sensor float must be
suspended seven inches below desired alarm level. See
figures A or B or C.
Figure A
ALARM PANEL INSTALLATION:
Mount alarm panel inside building. Mount with screw
supplied and hang on keyhole in back of alarm panel.
Connect a *two conductor wire from the sensor float
to the screw terminals on alarm panel.
NOTE: The alarm panel plugs into a standard
household 120 V.A.C. socket. DO NOT plug TANK
ALERT@ into the same circuit as the sewage lift
pump. If the lift pump should malfunction and blow a
fuse or a circuit breaker, the alarm will not work. To
check alarm panel, push test button.
ALARM
IEVEL
Figure C
C CISTERN .LOW LEVEL FLOAT APPLICATION:
ALARM .— BEVEL MODEL 101 LW (refer to fig. C)
Suspend low level sensor float into tank. Allow
seven inches of cord below alarm level. Tank Alert
will activate if float descends to alarm level.
DIRECTIONS FOR
UNDERGROUND SPLICE CONNECTION
LIFT PUMP HIGH LEVEL FLOAT APPLICA-
TION: MODEL 101HW (refer to fig. A)
Suspend sensor float above pump turn -on level. If a
pump failure causes a high level condition, the
TANK ALERTO will activate.
ALARM
r `E\'E
. r- __� � � �
1 — Make Wire Nut Connections
2 — Wrap Electrical Tape Around
Wire Connections
3 — Slide Sleeve Over Taped Connection
Figure B
B SEWAGE HOLDING TANK HIGH LEVEL FLOAT "
APPLICATION: MODEL 101HW (refer to fig. B)
Suspend sensor float into tank seven inches below
alarm level. Tank Alert will activate if float
ascends to alarm level. 4 - Heat Sleeve With Stick Match or Torch
Check your installation by tipping the float manually. The alarm panel should indicate an alarm condition. S.
J. ELECTRO SYSTEMS, INC. cannot be responsible for damages caused by the faulty or negligent installa-
tion of this device. If you feel that you may encounter problems in installing this device, we respectfully sug-
nPQf vnii ennane the enr"irne of ...,........+....+ ..I.. —I--.. __ __-__.... .