HISTORICAL BEFORE 2016

Bar6g'r, Jim
1 From: Barber, Jim
Sent: Friday, October 21, 2011 2:11 PM
To: '[e-mail]'
Cc: '[e-mail]';'[e-mail]'; Barnhardt, Art; Shields, Joel; .
Honeycutt, Tony
Subject: FW: 140.South Lakeshore Whispering Pines
Attachments: Current First Floor House Footprint.PDF; New First Floor.PDF;, 140 Lakeshore Drive Webster.pdf; 140
S. Lakeshore site plan.pdf; WQ0002882 permit info.pdf
Colin Webster;
Based on the information provided in your email and review of the Division of Water Quality files and database; your proposed
construction renovations to your home at 140 S. Lakeshore Drive will not require a permit re -issuance or modification by DWQ.
The proposed expansion does not encroach upon the spray irrigation system or infrastructure associated with the system and
the proposed renovations do not increase the design flow of wastewater from the residence.
1
A review of DWQ records (copy attached) indicates that the permit is valid, inspections are up-to-date and the annual permit fee
has been paid.
If you have any questions or need further assistance, don't hesitateto email me or call 910-433-3340.
Jim Barber
From: Colin Webster [mailto:colinCabascotgrp.com1
Sent: Thursday, October 20, 2011 2:19 PM
To: Barber, Jim
Subject: 140 South Lakeshore Whispering Pines
Jim,
Attached are PDF files of two drawings. One shows the home as it is today and the other with the enlargements made to the
office, living room, breakfast area and kitchen. One of the downstairs bathrooms is downsized to a powder room and relocated.
There are no additional bathrooms or bedrooms in this plan and the larger footprint does not encroach on the existing spray
area. No changes whatsoever have or will be made to the sewer treatment system.
I hope this provides the information you needed. If not, please let me know. Please remember to copy Tim Garner at Moore
County Planning & Zoning. I understand he gave you his email address.
Thanks,
Colin

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OWNER'S NAME:
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M
COLIN S &
'
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ADDRESS: 140 S LAKESHORE
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Points Prior To Irrigation Wells Fields Sites Comments History Inspections . Incidents r Enforcements Violations
Details Detaits Billing Events Reg. Activities r Structures Affiliations Reviewers Related Permits
--1--c— .._ __ -_ — _,_---_ ._.--- -•- - w__. ..--------
ermit , �0002882 i [ 3.0 Status: FActive
Version:
Permit Type: urfa� ce trrigation�- SFR (Single Family Residence)
Permit Classification: ilndividuaj Primary Related Permit:
Program Category: Non•discharga _ � Admin Region FFayettevllle
Facility: Colin and Emiliana Webster-SFR Details County Moore
,Owner. Colin Webster I` Details...'' Project Type �Renewai -
- Dates -
05I2111990, ,,'
Issued: 06/18/2007 Orig Issued:El
❑ Has Subsurface Drains Iracldn9 Sllp
Effective: 061181200Y Statutory
' 0 New Farm �.=? Etdstmg Farm Farm;P. � " J •. -
Expire: i0573� 17207I6 Inactroe:
❑ Innob,a ;,VE1 Avail. Acres: '
'SOC: G elo7—
.... ❑Raint,resYe Davica
❑ OIi Present. _
LastUpdated By. igreg e Last Updated On: 6/10/2007 10:56 AM
< Back ha ;1
Close
lReady ',i��SID:PMD1
Points Prior Tolrrigation Wells Fieldsr Sites ,Comments r Hislory--r inspections r Incidents r Enforcements Violations
Details 1 "— Details 2 Billing Events' Reg Acbvitles Structures Affiliations r Reviewers ' Related Permit
Permit 00002882 Version: ` 3.0 " Status: ctive
6
Application Signed By. Colin and Emiliana Webster ". ',Permit Reporting Suspension Periods
'Susp Start D Susp�Sto Di ...... 1
Signer's Title: Homeowners I 06101/2007 0413012012
Application Processor: Ginnie Pham
--"PermittediFlaw`480 GPD ,,
Total Field Acreage: 0.23 Sewer Line Length: Mlles +, ,
As -Built Flow, 480 GPD, �, i,
Est Dry Tons: Domestic %: 1:00,
a a`a ❑ Enterprily Statistics ❑ Registered For,eDMR •° Industrial %: 0���
❑ EAIEIS Required . ❑ FONSIIROD Received Stormwater %:FO
❑Ato C Required ❑ Funded by CG&L
<Back-e;1> Finista
Clase' '
;Ready � �' SID: PMD2
Points Prior"To Irrigation Wells ; ,Fields Sites` 4 Comments History. ; Inspections inc(dents Enforcements Violations1
Details 1 Details 2 Billing Events'. Reg. Activities Structures Afnllatlons Reviewers , Related Permits
Permit IwQoocnii Version: 3.0 Status: ft r.
Ins" ectionbate
' LeadAciencv
T e
Reason
Violation Generated
2011-04-2612:00:00.0
FRO
Compliance Evaluation
Routine
❑
2010-08=24 09:30:00.0
FRO
Compliance Evaluation
Routine
❑
2009-08-2510:30:00.0
FRO
Compliance Evaluation
Routine
❑
2008-12-3010:00:00.0
FRO
Compliance Evaluation
Routine
2002-01-25 00:00:00.0
FRO
Compliance Evaluation
Routine
El

8. This project is subject to the National Pollutant Discharge Elimination System (NPDES) and covered by the
enclosed general storm permit NCG010000 (Construction Activities). Should you have questions concerning
i this permit, contact Ms. Belinda Henson, Division of Environmental Management, at 9I0-433-3300.
9. Any borrow material brought onto this site must be from a Iegally permitted mine site or other approved source.
A single use borrow or waste area site is only permissible if it is operated under control of the financially
responsible person or firm that is developing this site. An approved erosion and sediment control plan is
required for all single use borrow and waste sites.
10. ;Following the installation of all initial erosion control measures, you should notify this office to request an
inspection prior to proceeding with any grading.
11. Following completion of the project, you should notify this office to schedule a final inspection. The purpose of
this inspection is to ensure that all erosion control requirements have been met.
12. This permit is valid only for the land owners) and financially responsible person(s) as listed on the plans and
lFinancial Responsibility/Ownership Form. Any changes must be reported to this office on an amended
Financial Responsibility/Ownership form.
13. With this approval the construction inspector for the Town of Southern Pines or his agent has the right to enter
the permitted property to provide for periodic inspection of the land -disturbing activity in accordance with
North Carolina general statue 113a-61.1.
14. The approval of this plan, by the Town of Southern Pines, in no way is meant to relieve the design professional
of his or her responsibility for the project design.
This approval is subject to the satisfactory performance of the erosion control measures under field conditions.
Should it be determined that the requirements of the Sedimentation Pollution Control Act of 1973 (G.S. 113A, 51-
66) and the Soil Erosion and Sedimentation Control Ordinance of the Town of Southern Pines are not being met,
revisions to the plan and its implementation will be required.
This permit allows for a land disturbance, as called for on the application plan, not to exceed 5.12 acres and/or the
construction limits as shown on the plans. Exceeding these limits will be a violation of this permit and would
require a revised plan and additional application fee.
Amendments to the plan should be submitted to this office under the same procedure as followed for the original
plan.
PLEASE NOTE THE NEW SELF INSPECTION PROGRAM REQUIREMENTS AS DETAILED IN THE
ATTACHED INFORMATION. A REPORTING FORM IS ATTACHED AND SHOULD BE FILLED OUT
AND KEPT ON -SITE AND AVAILABLE FOR REVIEW BY TOWN INSPECTORS.
We look forward to working with you on this project.
Sincerely,
Town of Southern Pines
Brenton S. Lockamy, P.E.
Town Engineer
Enclosure
cc: David White, Director of Public Services
Kathy Blake, AICP, Planner
Mike Garner, Chief Building Inspector
Barry Hinson, Construction Inspector
Belinda Henson, NC Division of Water Quality
Mike Lawyer, CPSWQ, NC Division of Water Quality
Justin Harcum, NC Division of Land Quality
Jarrod Hilliard P.E., HUA

NCDENR
North Carolina Department of Environment and
Division of Water Quality
Jeverly Eaves Perdue Coleen H. Sullins
Governor Director
March 2, 2010
Mr, Colin Webster, Landowner
Mrs. Emiliana Webster, Landowner
140 S. Lakeshore Drive
Whispering Pines, North Carolina 28327
Natural Resources
Dee Freeman
Secretary
RECEIVED / DENR / DWQ
Aquifer Protection Sentiort
MAR 0 4 2010
Subject: Permit Extension
Permit No. WQ0002882
Colin and Emiliana Webster
Wastewater Surface Irrigation
Moore County
Dear Mr. Webster;
On August 5, 2009, Session Law 2009-406, entitled "An Act to Extend Certain Government
Approvals Affecting the Development of Real Property Within the State," was enacted by the General
Assembly and signed into law. The Act, known as the Permit Extension Act of 2009, extends the
expiration date of certain government approvals and permits. For additional information, the following
website ( http:lportal.ncdenr.org/web/wq/aps/lau#extension ) can be viewed to address this statute and
affected DWQ permits.
Non -discharge permit, WQ0002882, issued by the Division of Water Quality falls within the
scope of this Act and is therefore being extended until 31 May 2015. Please note per your permit, a
renewal application must still be submitted six months in advance of the extended expiration date. If
modifications or repairs are needed in the future that require modification of the permit; a permit
application can be submitted for review and the necessary modified permit issued.
If you have any questions regarding this letter, please contact Division staff in the Fayetteville
Regional Office at [phone] or Central Office at [phone]. Thank you in advance for your
cooperation.
Sincerely,
11�
Jim Barber
Aquifer Protection Section
cc: Fayetteville Regional Office, Aquifer Protection Section
WQ0002882 Permit File
WQ0002882 Notebook File
Moore County Health Department
Technical Assistance and Certification Unit
DWQ Budget Office -- Fran McPherson
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Boulevard, Raleigh, North Carolina 27604 One
Phone: [phone] FAX 1: 919-715 0588; FAX 2: 919-715-60481 Customer Service: 1-877-623-6748 No]'�h Caro�llla
Internet: www ncwaterouality.orq �aturall�
An Equai Opporlunity 1 Affirmalive Action Employer

June 18, 2007
Colin and Emiliana Webster
140 S. Lake Shore Dr.
Whispering fines, NC 28327
Dear Mr. and Mrs. Webster:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, }Director
Division of Water Quality
Subject: Pertnit No. WQ0002882
Colin and Erniliana Webster SFR
Surface Irrigation Facility
Moore County
In accordance with your permit renewal request received. October 6, 2006, we are forwarding herewith
Permit No. WQ0002882, dated June 18, 2007, to Colin and EmiIiana Webster for the construction and
operation of the subject single family wastewater treatment and surface irrigation facility.
This permit shall be effective from the date of issuance until May 31, 2012, shall void Permit No.
WQ0002882 issued November 9, 2004, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements in this permit. Failure to establish
an adequate system for collecting and maintaining the required operational information will result in
future compliance problems.
An extension shall be requested at least six (6) months prior to the expiration of this permit. Upon receipt
of the request the Commission will review the adequacy of the facility described therein and, if warranted,
will extend the permit for such period of time and under such conditions and limitations as it may deem
appropriate.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding.
Please contact John McCray at [phone] if you need additional information concerning this matter.
Sincerely,
Coleen H. Sullins
cc: Moore County Health Department
Fayetteville Regional Office - Aquifer Protection Section
Technical Assistance and Certification Unit
APS Central Files (WQ0002882)
Notebook Files 1441himridy
Carolina
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet. http://h2o.enr,state,ne.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 501% Recycled/10% Past Consumer Paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Colin and Emiliana Webster
Moore County
FOR THE
continued operation of a 480 gallon per day (GPD) surface irrigation wastewater treatment and disposal
system consisting of a 500GPD "Chromaglass-Model CA5" aeration package unit designed for single
residences, a tablet chlorinator, two interconnected 1,200 gallon storage/pump tanks with a 16 gallon per
minute (GPM) irrigation pump, and a 10,000 square foot spray irrigation area, and all associated piping
and appurtenances, to serve the Colin and Emiliana Webster residence with no discharge of wastes to the
surface waters, pursuant to the application received October 6, 2006, and in conformity with the project
plan, specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until May 31, 2012, shall void Permit No.
WQ0002892 issued November 9, 2004, and shall be subject to the following specified conditions and
limitations.
I. PERFORMANCE STANDARDS
1. The surface irrigation facilities shall be effectively maintained and operated at all times so that
there is no discharge to surface waters, nor any contamination of ground waters, which will
render them unsatisfactory for normal use. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to
adequately assimilate the wastewater, the Permittee shall take immediate corrective actions
including those actions that may be required by the Division of Water Quality, such as the
construction of additional or replacement wastewater treatment and disposal facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface or ground waters resulting from the operation of this facility.
3. The residuals generated from these treatment facilities must be disposed in accordance with
General Statute I 43-215.1 and in a manner approved by the Division.
4. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.

5. The following buffers shall be maintained:
a. 400 feet between wetted area and any residence or places of public assembly under separate
ownership,
b. 150 feet between wetted area and property lines,
c. 100 feet between wetted area and wells,
d. 100 feet between wetted area and drainage ways or surface water bodies,
e. 50 feet between wetted area and public right of ways,
f. 100 feet between treatment/storage units and any wells,
g. 50 feet between treatment units and property Iines, and
h. 100 feet between wetted area and swimming pools.
Some of the buffers specified above may not have been included in previous permits for this
waste treatment and disposal system. These buffers are not intended to prohibit or prevent
modifications, which are required by the Division, to improve performance of the existing
treatment facility. These buffers do, however, apply to modifications of the treatment and
disposal facilities that are for the purpose of increasing the flow that is tributary to the facility.
These buffers do apply to any expansion or modification of the surface irrigation areas and
apply in instances in which the sale of property would cause any of the buffers now complied
with, for the treatment and disposal facilities, to be violated. The applicant is advised that any
modifications to the existing facilities will require a permit modification..
6. The pump tank(s) shall have functional audible and visual high water alarms that are external to
any structure.
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times
2. Upon classification of the wastewater treatment and surface irrigation facilities by the Water
Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee
shall designate and employ a certified operator to be in responsible charge (ORC) and one or
more certified operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC
8G .0201. The ORC shall visit the facilities in accordance with 15A NCAC 8G .0204 or as
specified in this permit and shall comply with all other conditions specified in these rules.
3. A suitable year round vegetative cover shall be maintained
4. Irrigation shall not be performed during inclement weather or when the ground is in a condition
that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the irrigation field.
6. The application rate shall not exceed a cumulative loading of 42.0 inches over any twelve (12)
month period at an instantaneous application rate not to exceed 0.3 inches per hour.
7. The facilities shall be effectively maintained and operated as a non -discharge system to prevent
the discharge of any wastewater resulting from the operation of this facility.
No type of wastewater other than that from the Colin and Emiliana Webster residence shall be
sprayed onto the irrigation area.
4. No traffic or equipment shall be allowed on the disposal area except while installation occurs or
while normal maintenance is being performed.
10. The irrigation field shall be fenced with at Ieast a two -strand wire fence.

11. Wastewater treatment units open to the atmosphere shall have restricted access and pump
control panels shall be locked.
12. The Permittee is responsible for the operation and maintenance of the entire treatment and
disposal system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The septic tank
effluent filter shall be checked and cleaned at the same frequency of the septic tank.
b. The tablet chlorinator shall be checked every week. Tablets shall be added to provide
proper chlorination.
c. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same interval as the septic tank is cleaned out.
d. The system shall be inspected monthly to make certain of the proper operation of the spray
head(s), that the vegetative growth allows a proper spray pattern, that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no
objectionable odors are being generated.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring deemed necessary by the Division to insure surface and ground water
protection will be established and an acceptable sampling reporting schedule shall be followed.
2. The Permittee shall maintain records of all maintenance performed on the system and irrigation
area, as required in Condition II(12) for a minimum of five years. This information shall be
provided to the Division upon request.
3. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next working
day following the occurrence or first knowledge of the occurrence of any of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater treatment, such as mechanical or electrical failures of
pumps, spray heads, etc.; or
b. Any failure of a pumping station or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or
facility.
Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at telephone number [phone] or [phone]. Persons reporting
such occurrences by telephone shall also file a written report in letterform within five (5) days
following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
IV. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure
proper operation of the subject facilities.
3

V.
2. Any duly authorized officer, employee, or representative of the Division may, upon
presentation of credentials, enter and inspect any property, premises or place on or related to
the disposal site or facility at any reasonable time for the purpose of determining compliance
with this permit, may inspect or copy any records that must be maintained under the terms and
conditions of this permit, and may obtain samples of groundwater, surface water, or leachate.
GENERAL CONDITIONS
I. This permit shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be considered on
its merits and may or may not be approved.
4. Upon the availability of a municipal or regional sewerage collection system, the subject
wastewater treatment facilities shall be abandoned and all wastewater discharged into the
municipal or regional sewerage system.
5. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance with North Carolina General
Statute 143-215.6A to 143-215.6C.
6. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government agencies
(local, state, and federaI), which have jurisdiction.
7. This permit may be revoked if the Permittee fails to abide by the conditions of the "Operation
and Maintenance Agreement" previously signed by the Permittee.
8. The Permittee shall retain a set of approved plans, specifications of the subject facility for the
life of the project.
9. The Permittee shall pay the annual administering and compliance fee within 30 days of being
billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate
action to revoke this permit as specified by 15A NCAC 2T .0105(e)(3).
10. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the Permit for such period of time and
under such conditions and limitations, as it may deem appropriate.
H

Permit issued this the 18`b Day of June, 2007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Coieen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0002882

Permit No. WQ0002882
June 18, 2007
ENGINEER'S CERTIEIC,ATION
Partial Final
1, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
Project Name
Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting
materials.
Signature
Date
Registration No.
M

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OPERATION AND MAINTENANCE AGREEMENT
SINGLE FAMILY RESIDENCE WASTEWATER TREATMENT SYSTEM
DIVISION OF WATER QUALITY
Property Owner(s):(20 4a,., A--- `F �e t 1.� � Pr U E -
Mailing Address: )40 PJO1 i-l-Ib
Facility Address: E20WE
Disposal Method: a SPRAY IRRIGATION [a DRIP IRRIGATION (Check One)
County: Permit No. T 2AB?
I agree to operate and maintain the wastewater treatment system as follows:
1. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be
checked and cleaned at the same frequency of the septic tank.
b. The sand filter surface shall be raked and leveled every six (6) months and any vegetative growth
shall be removed by hand [Above ground sand f lters only].
c. Check one:
The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide
proper chlorination.
❑ The ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned
and/or replaced to ensure proper disinfection.
d. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same time interval as the septic tank is pumped out.
e. The irrigation system shall be inspected monthly to make certain of proper operation, that
vegetative growth does not interfere with the system inspection or operation,. that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no objectionable
odors are being generated.
2. Failure of the Permittee to properly operate this system is subject to a penalty up to $25,000 per day.
3, Failure to meet the permit conditions or violation of the State's surface or groundwater regulations
will require evacuating the dwelling and may void the permit.
I understand the above requirements and agree to these terms as part of the issued permit.
Owner(s) Signature
Notary Signature:
Notary Seal:
SFR O&M 09/05
Date: i O � ! ZC G041
Date: 1f. oo�Z'
Date: 3
mmission Expiration: Z 7 g
8�

WQ0002882/Single Family Spray/Webster/Whispering Pines NC
1 05,z
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data 02007 NAVTE, QTM - Terms of Use

AQUIFER PROTECTION SECTION REGIONAL STAFF .REPORT
Date: 12/61/66'-
To: Aquifer Protection Section Central Office l
Central Office Reviewer: John Ml Cray Project N
Regional Login No:- ?
I GENERAL INFORMATION
1. This application is (check ali that apply):- ❑ New ®. Renewal
Minor 1Vlodification ❑ Major Modification
® Surface Irrigation ❑ Reuse'❑Recycle ❑ High Rate •Infiltration ❑ Evaporation/Infiltration Lagoon
Land'Applie'ation of Residuals ❑ Attachment B included ❑ 503 reguiate.d ❑ 503 exempt
❑ Distribution of Residuals ❑ Surface Disposal
❑ Closed -loop Groundwater,Remediation� 0 Other, Injection Wells (including in situ remediation)
Was a site visit conducted in order to prepare this report? Yes or ❑ No.
a. Date .of site visit: 11/03/06.
b. Person contacted and contact information: Colin Webster
c. Site visit conducted'by:" Jim Barber
d. Inspection Report Attached: Z Yes or ❑ No.
2. Is the following information entered into the BIIVMS record for this application correct?.
® Yes or ❑ No. If no, please complete the following or indicate that it is correct on the current application.
For Treatment Facifities:
a. - Location: 140 S.-Lakeshore Drive; Whispering Pines, NC 28327.
b. Driving Directions: From Vass, NC take Vass -Carthage road to the intersection with Niajra-Carthage ro
S. Lakeshore past'the Whispering Pines pool and bear right, staying on S. Lakeshore. Upon crossing the
bridle turn into the drivewav of 140 S. 'Lakeshore. This is the only residence on this manmade island"at the
western end of Thaggards Lake.
c. USGS Quadrangle Map name and -number: Carthage, NC (F-21 W)
d. Latitude: 35-15-55 Longitude; 79-22-39 (see attached topo man
e. Regulated Activities . / Type of Wastes (e.g., subdivision,, food processing, municipal, wastewater):
residential, single family home spray, irrigation system for domestic wastewater.
For Disposal and Infection Sites:
a. Location(s):
b. Driving Directions:
c. USGS Quadrangle Map name and number:
d. Latitude: Longitude:
FORM: APSARRwebstersinglefamilyWQ0002882November2006.doc 1

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
NEWAND MAJORMODIFICATIONAPPLICAPIONS,(this section not needed for•reneivals or minor '
difications,'skip to-)ze d'seeiion)
Description Of Waste(8) And Facilities
1. Please attach conipleted'rating sheet. Facility Classification:
2. Are the new treatment facilities adequate for the type of waste and disposal system?
El Yes ❑ No ❑ N/A. If no, please explain:
3. Are the new site'conditions (soils, topography, depth to water -table, etc) consistent with what was reported by
the soil scientist and/or Professional Engineer? ❑ Yes,❑ No ❑ N/A: If no, please explain:
4. Does the application (maps, plans, etc:) represent the actual site (property lines;' wells, surface drainage)?
Yes ❑ No ❑. N/A. If no, please explain:
5.. Is the proposed residuals management plan adequate and/or acceptable -to the.Division. ❑;/Yes ❑ NoEl
N/A. If no, please,explain: .
6:. Are the proposed application rates for new sites (hydraulic or nutrient) acceptable?
❑ Yes ❑ No ❑ N/A. If no, please explain:
7. Are the new treatment facilities or any new disposal sites located in a 100=year floodplain? „
❑ Yes ❑ No ❑ N/A: If yes, please attach a map showing areas of 100-year floodplain and please explain
and recommend any mitigative measures/special conditions in Part IV:
8. Are there any buffer conflicts (new treatment facilities or new disposal sites)? ❑ Yes or ❑ No. If yes, please
attach a map showing conflict areas or attach any new maps you. have received from, the applicant to be
incorporated into the permit:
9. Is proposed -and/or existing groundwater monitoring program (number of, wells, frequency of monitoring,
monitoring parameters, etc.) adequate? ❑ Yes ❑ :No ❑ 'N/A. - Attach map of existing monitoring well
network if .applicable. Indicate the review and compliance boundaries. If No; explain and recommend any
changes to the -groundwater monitoring program:
10. For residuals, will seasonal or other restrictions be required? ❑ Yes ❑ No ❑ N/A If yes, attach list of sites
with restrictions (Certification B?)
III. RENEWAL AND MODIFICATIONAPPLICATIONS (use previous section for new or maior modification
systems)
Description Of Waste(S) And Facilities
1. Are there appropriately certified ORCs for the facilities? ® Yes or ❑ No.
Operator in Charge: Colin Webster (landowner) Certificate M
Backup- Operator in Charge: Certificate M.
FORM- APSARRwebstersinglefamilyWQ0002882November2006.doc 2

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
2. Is the design, maintenance' and operation (e.g.. adequate aeration, sludge wasting, sludge :'storage, effluent
storage, etc) of the treatment facilities adequate for the type of waste. and disposal system? Z Yes or ❑ No.
If no, please explain:
3,. Are the site conditions (soils, topography, depth to water table; etc),maintained:appropriately and adequately
assimilating the. waste? Z-.Yes .or ❑ No: If no, please explain:`
4. Has the site changed in any way. that may affect 'permit (drainage added, new wells inside the compliance
boundary, new development; etc.)?, If yes, please explain: NO
5.. Is the residuals management plan for the -facility- adequate and/or:acceptable to the Division? ,
® Yes or ❑ No. -If no, please explain: According to. Colin Webster, the solids chamber of the septic tank was .
recently pumb and that he has'a septic tank pumper inspect the tank"every three years to determine.if solids. -
need to be removed.
6. Are the existing application rates (hydraulic or nutrient) still acceptable? ® Yes or ❑ ' No. If no; please
explain:
1. Is the existing ...groundwater- monitoring program (number of Wells, frequency of monitoring, monitoring
parameters, etc.) adequate? ❑ Yes ❑ No ,® N/A. Attach map of existing monitoring -well network if
applicable. Indicate the review and compliance boundaries. If,No, explain and recommend any;chan ' s to the
groundwater monitoring program: ;
8. Will seasonal or other, restrictions be required for added sites? .❑'Yes ®,No ❑ N/A If yes; attach list of sites
with restrictions (Certification B?)
9. Are there any buffer conflicts (treatment facilities or disposal sites)? ❑ Yes or ® No. If yes, please attach a
.map showing conflict areas or'attach any new maps you have received from the applicant to be incorporated
into the: permit:
10. Is the description of the facilities, type and/or volume of waste(s). as written in 'the existing permit correct?
Yes or ❑ No. If no, please explain:.
11..Were monitoring wells properly constructed'and located? ❑ Yes or ❑ No ® N/A. If no, please explain: _
12. Has a review -of all self -monitoring data been conducted (GW, NDIVIR, and NDAR as applicable)? ❑ Yes or
❑ No ® N/A. Please summarize'any findings resulting from this review: Single . family spray irrigation
system is not required to submit NDMR/NDAR since no flow measurement available. The flow rate of 480 gpd
qppears to be a design parameter based upon the system components.
13. Check all that apply: ® No compliance issues; ❑ Notice(s) of violation within the last permit cycle; ❑
Current - enforcement action(s) ❑ Currently under SOC; ❑ Currently. under JOC; ❑ Currently under
moratorium. If any items checked, please explain and attach any documents that may help clarify
answer/comments (such as NOV, NOD etc):
14., Have all compliance dates/conditions in the existing permit, (SOC, JOC, etc.) been complied with? ❑ Yes
❑ No ❑ Not Determined ® N/A.:-If•no,'please explain:,
FORM: APSARRwebstersinglefamilyWQ0002882November2006.doc 3

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT.
IY. INJECTION WELL PER1l1IT APPLICATIONS (Complete these two sections for all systems that use injection
wells, including.closed-loop groundwater remediation effluent injection wells; in-situremediation injection wells, and heat
pump injection. wells.)
Description Of.Well(S) And. Facilities New, Renewal, And Wdification
1. Type of injection system:
❑ Heatirig/cooling water return flow (5A7) .
❑ Closed -loop heat pump system (5QM/5QW)
❑ In situ remediation (5I) '
❑ Closed -loop groundwater remediation effluent injection (5L/"Non-Discharge")
❑ Other (Specify: )
2." " Does system use same well for water'source and, injection? ❑ Yes ❑ No
3. Are there any potential pollution sources that may affect injection? ❑ Yes ❑ No`
What is/are the .pollution source(s)? What is the distance of the injection wells from the pollution
source(s)? ft.
4. What is the minimum distance of proposed injection wells from the property boundary? ft. "
5. . Quality of drainage at site: ❑ Good ❑ Adequate ❑ Poor
6. Flooding potential of site: ❑ Low ❑Moderate ❑High
7. For groundwater remediation systems,. is the proposed and/or existing groundwater monitoring program
(number of wells, frequency of monitoring, monitoring parameters,. -etc.) adequate? ❑ Yes ❑ No, Attach
map of existing monitoring well netwoik, if applicable. If No, explain and recommend any changes to the
groundwater monitoring' program:
S. Does the map presented represent the actual site (property lines; wells, surface drainage)? ❑ Yes or ❑ No: If
no or no map, please attach a sketch of the site., Showproperty boundaries, buildings, wells, potential pollution
sources, roads, approximate scale, and north arrow.
Infection Well Permit Rehewal And Modifcation Only:'
1. For heat pump systems,' are there any abnormalities in heat pump or 'injection well operation (e.g. turbid water,
failure to assimilate injected fluid, poor heating/cooling)?
❑ Yes ❑ No. If yes, explain:
2. For closed -loop heat pump systems,has system lost pressure or required make-up fluid since permit issuance
or last inspection? ❑ Yes . ❑ No. If yes, explain:
3. For renewal or modification of groundwater remediation permits (of any type), will
continued/additional/modified injections have an adverse impact on migration of the plume or management of
the contamination incident? ❑ Yes ❑ No. If yes; explain:
4. Drilling contractor: Name:
FORM: APSARRwebstersinglefamilyWQ0002882November2006.doc 5

AQUIFER PROTECTION SECTION REGIONAL.STAFF REPORT

AQUIFER PROTECTION SECTION REGIONAL_ STAFF REPORT
V. EVALUATIONAND RECOMMENDATIONS
1. Provide any additional- narrative regarding your review of the application.:
2. Attach Well Construction Data Sheet -cif needed information is available
3. Do you foresee any problems with issuancehenewal of this permit? E] Yes 0 No.'- If yes, please explain
briefly.
4. List any items,thatyou would like APS Central,'Office-to obtain through an additional information request. .
Make sure that you provide a reason for each item:
5. List specific Permit conditions,that you recommend to be removed from the permit when issued.
that you provide it reason for each condition:
6.
List specific special conditions or compliance schedules that you recommend to be included in the per.
issued. Make sure that you provide a reason for each special condition:
Condition Reason
e sure
mit.when-
T . '`Recommendation: ❑'1161d, pending receipt and review of additional information, by regional office; ❑ Hold,
pending review of draft permit by regional office; ❑ Issue upon receipt of.needed additional information; ® '
Issue; ❑ Deny. If deny, please stat sons:
8. Signature of reportpreparer(s):
Signature of APS regional. supervis r: m
Date: 02/11/0
FORM: APSARRwebstersinglefamilyWQ0002882November2006.doc 7

AQUIFER PROTECTION- SECTION REGIONAL. STAFF REPORT
ADDITIONAL REGIONAL STAFF RE MEW ITEMS
Application rates and site recommendations are adequate and consistent with State rules and guidelines.
According to the homeowner` the average daily water usage (qppr6x:475 to 200. gpd, based upon water bills
received) is below.ahe daily application, rate stated+in the.permit of 48.0 gpd. .
The asg�s crop centipeed in one section of the yard:and fescue in another, is in good condition. The
homeowner is vet diligent in maintaining the system and yard: Since tablet chlorination is utilized for
disinfectionbrior to sprayirig the effluent onto'the homeowners yard; it was recommended that he visit the
Moore County "soil.conservation office to obtain sample boxes for sampling; the soilsin his yard based upon the
two distinct glass tapes. The analysis should include chloride determination to insure that the levels of chloride
in the soil do not increase to -the point of affecting tfie health: of the: Qrasses currently<growing: If the' results of
the analysis indicate problems with micro -nutrient deficiency or elevated chloride levels; then a soil scientist or
the Moore County soil conservation office should be retained for recommendations on proper turf ass
"management to maintain optimal conditions.
In reviewing the file for permit W00002882, current buffers to homes and property lines appear.adequate with
no encroachments observed' on.the date of visit.
FORM: APSARRwebstersinglefamilyWQ0002882November2006.doc 8

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httD://www.toDozone.comlmap.asp?lat=35.26522&lon=-79.37749&datum=nad83&u=6&layer=DRG&size=m&s=50 11/28/2006

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I
AQUIFER PROTECTION SECTION.
'LIGATION REVIEW REQUEST FQ
Date: November 6, 2006
To: ❑. Landon Davidson, ARO-APS
® Art Barnhardt, FRO-APS
❑ Andrew Pitner, MRO-APS
❑ Jay Zimmerman, RRO-APS'
RECEIVED
NOV 0 7 2006
DENR - FAYEif FFlLLE REGIONAIOMFRCE
David May, *a`RO=APS—=
.Charlie Stehman, WiRO-APS
❑ Sherri Knight, WSRO-APS
From: John McCray, , Groundwater Protection Unit
Telephone: [phone] Fax: [phone]
E-Mail: j [e-mail]
A. Permit Number: WQ0002882
B. Owner: Colin and Emiliana Webster
C. Facility/Operation: Colin and Emiliana Webster SFR
Proposed ® Existing ❑ Facility " ❑ Operation
D. Application:
1. Permit Type: ❑ Animal ® Surface irrigation ❑ Reuse ❑ H-R Infiltration
❑ Recycle ❑ I/E Lagoon ❑. GW Remediation (ND)
❑ .UIC - (5QW) closed. loop water only geothermal
For Residuals: ❑ Land App. ❑ D&M ❑ Surface Disposal'
❑ 503 ❑ 503 Exempt ❑ Animal
2. Project Type: ❑ New ❑ Major Mod..❑ Minor Mod: ® Renewal ❑ Renewal w/ Mod.
E. Comments/Other Information: I would like to accompany you on a site visit.
Attached, you will find all information submitted in support of the above -referenced application for your
review; comment, and/or action. Within 30 calendar days, please take the following actions:
® Return a Completed Form APSSRR.
❑ Attach Well Construction Data Sheet.
❑ Attach Attachment B, for Certification by the LAPCU.
0 Issue an Attachment B Certification from the RO*.'
* Remember that you will be responsible for coordinating site visits, reviews, as well as additional
information requests with other RO-APS representatives in order to prepare a complete Attachment B for
certification. Refer to the RPP SOP for additional detail.
When you receive this request form, please write your name and dates in the spaces below, make a copy
of this sheet, and return it to the appropriate Central Office -Aquifer Protection Section contact person
listed above. [ i
RO-APS Reviewer: Date:
FORM: APSARR 02/06 Page 1 of 1

�F W ArEi9 Michael F. Easley, Governor
0 G William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality
October 20, 2006
COLIN WEBSTER
140 S LAKESHORE 'DR,
WHISPERING PINES NC 28327
Subject:_ Acknowledgement of Application No. WQ0002882
Colin & Emiliana Webster
Surface Irrigation - SFR (Single Family Residence)
Moore County
f
'Dear MR WEBSTER:
The Aquifer Protection Section of the Division of Water Quality (the Division) acknowledges receipt of
your permit application and, supporting materials on October 6, 2006..This application package has been
assigned the number listed above and will be reviewed by John McCray.
The.reviewer will perform a detailed review and contact you with a request for additional information if
necessary. To ensure the maximum efficiency in,processing permit applications, the Division requests
your assistance in providing a timely and complete response to any additional information requests.
Please be aware that the Division's Regional Office, copied below, must provide recommendations prior
to final action by the Division. Please also note at this time, processing permit applications can take as
long as 60 - 90 days after receipt of a complete application. •
If you have any questions, please contact John McCray by phone at [phone] or by email at
[e-mail]. If the reviewer is unavailable, you may leave a, message, and they will
,respond promptly. Also, note that the Division has 'reorganized. To review our new organizational chart,
go to httpl/h2o.enr.state°.nc.us/documents/dwq_br clg iart•pdf..
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES
ON THIS PROJECT.
Sincerely,
for Debra J. Watts
Supervisor .
cc: . (Fayetfeville_Regional=Office, Aquifer Protection Section )
Permit Application File. WQ00028827
NoorthCarolina
. �lltllCll��lf
Aquifer Protection Section 1636 Mail Service Center Raleigh;. NC 27699--1636 Telephone: [phone] .
Internet: www:ncwater66ality.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer.Paper Customer Service: [phone]

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION SYSTEM
PERMIT RENEWAL APPLICATION ,
(THIS FORMMAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Application Number:
Note: Attach Form SFR O&M 09/05, and attach Form PNOCF 09/05 (if necessary).
I. GENERAL INFORMATION:
1. Applicant's name (Property owner(s)): isO,,F_-T_=.wree_
2. Complete address of applicant(s): q (!�Wi A Lx� �LiyE
City: - L is i `ham i ti1� `� i OU��, State: C zip:`�-
Telephone number. ( � 44 _ Q0�� Facsimile -number: `® _ 499
Email Address: G �f��lC'LJ���er 11C
3. Complete addressof the treatment and disposal site (if different than above):
City: State: Zip:
4. County where project is located:
H. 'PERMIT INFORMATION:
1. What is the existing permit number . min ©7 32 and the issuance date 2624
2. Has the treatment and disposal system been constructed? [►Yes, ❑ No
3. If the system has not been constructed, would you like to rescind your permit (i.e. the permitted facilities
will not be needed)?. ❑ Yes ❑ No
Applicant's Certification:
attest that this application for 4 5M 1a6L1
F�nu.1 �i St►=c..z�t �2sr�6ATmrl g�LSTEI.A has been reviewed by me and is -
accurate�and'complete to the best of my knowledge. I understand that if all required parts of this application are not
completed and that if all required supporting information and attachments are not included, this -application package will be returned'to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215:6B,
any person who knowingly makes any, false statement, representation, or certification in any application shall be
guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to:
$25,000 per violation. y .
Signature: Date: 1 Co. ca 1 4,
6 Z q add J - i00 °0
FORM: 'SFR-SIA-R 09-0S ' Page 1 of 1

. OPERATION AND MAINTENANCE AGREEMENT
SINGLE FAMILY RESIDENCE WASTEWATER TREATMENT SYSTEM
DIVISION OF WATER QUALITY
Property Owner(s): L%yA �- 1-:: LAB 1 Ae i i E
Mailing Address: 140 P)O T
Facility Address: LAC
Disposal Method: UrSPRAY IRRIGATION U DRIP IRRIGATION (Check One)
County: tAM(LF-
I agree to operate and maintain the wastewater treatment system as follows:
1. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following -items:
a. The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be
checked and cleaned at the same frequency of the septic tank.
b. The sand filter surface shall be raked and leveled every six (6) months and any vegetative growth
shall be removed by hand [Above ground sand filters only].
c. Check one:
CiThe tablet chlorinator shall be checked every week. Tablets shall be added so as to provide
proper chlorination.
❑ . The ultraviolet disinfection -unit shall be checked_ every week. The lamp shall be cleaned
and/or replaced to ensure proper disinfection.
d. .The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same time interval as the septic tank is pumped out.
e. The irrigation system shall be inspected monthly to make certain of proper operation, that
vegetative growth does not interfere with the system inspection or operation,. that the soil -is
assimilating the disposed treated wastewater with no surface runoff, and that no objectionable
odors are being generated.
2. Failure of the Permittee to properly operate this system is subject to a penalty up to $25,000 per day.
3. Failure to meet the permit conditions or violation of the State's surface or, groundwater regulations
will require evacuating the dwelling and may void the permit.
I understand the above requirements and agree to these terms as part of the issued permit.
Owner(s) Signatun
Notary Signature:
Notary Seal:
SFR O&M 09/05
Date: 10 � � zoo
Date: I "a, ? no
Date: 3' 0
:emission Expiration: Zg

RECTI ED
SEP 2 6 2006
DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION DW-FAYETiEUILLEREG10Nk0FHGE
September 22, 2006
MEMORANDUM .
To: Art Barnhardt
Fayetteville Regional Office
From: Jesse Wiseman
Central Office.Aquifer Protection Section
Re: Notice of Expiration
Surface Irrigation - SFR (Single Family Residence) Permit
Permit No. WQ0002882
Colin and Emiliana Webster-SFR
Moore County '
Permit No. WQ0002882 (Surface Irrigation - SFR (Single Family Residence)) issued to Colin
And Emiliana Webster- is due to expire on January 3'1, 2007.: A Notice of Expiration regarding
this permit,was sent by this office to Colin && Emiliana Webster on September 21, 2006. This
letter is attached for your records.
Attachment
cc: APS Central Files - Permit No. WQ0002882

Re: 140 S. Lakeshore Drive; Whispering Pines; NC
Subject: Re:.140 S. Lakeshore Drive; Whispering Pines, NC
From: Jim Barber <[e-mail]>
Date: Thu, 26 Oct 2006 10:11:55 70400
To: Jesse Wiseman <[e-mail]>
CC: [e-mail], Art Barnhardt <[e-mail]>
Jesse and John;
Thanks for the.heads up on the letters. I have been playing phone tag with Colin
Webster over the last week. Once the staff report comes into FRO, I will make a
site visit asap, since I live in the Whispering�Pines area. Are there any things of
interest that I need to be aware of or look for when -looking over one of 'these
single family spray systems??? Any advice would be appreciated.
Thanks
Jim Barber
Jesse Wiseman wrote:
Jim Barber -wrote:
Jesse;
The FRO received your notification to Colin and Emiliana Webster concerning
the single family spray irrigation permit expiration and need for permit
renewal. I left a voice mail recently for Colin Webster and received a reply,
late yesterday evening. Mr. Webster's reply states that he has submitted a
renewal application and has received a acknowledgment letter in return. Is
this the.case and'do you need for me to make a site visit to the residence
and prepare a staff report?? Mr. Webster didn't indicate when he sent the
renewal application nor the date he received a DWQ acknowledgment letter.
Thanks for the assistance
Jim Barber
Hi Jim,
We received a renewal application from the Websters on 10/6 and sent the
acknowledgment letter off on 10/20. This application will be reveiwed by John'
McCray. I spoke with John regarding your email and he said that he's in.the
process of -sending you the staff report request. Let me know if you have any
other questions.
Jesse Wiseman
1 of 1 10/26/2006 10:14 AM

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 21, 2006
Colin & Emiliana Webster
140 S. Lakeshore Drive
Whispering Pines, NC 28327
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7002 2410 0003 0273 8230,
Subject: Notice of Expiration
Surface Irrigation - SFR (Single Family Residence) Permit
Permit No. WQ0002882
Colin and Emiliana Webster-SFR
Moore County
Dear Mr. & Mrs. Webster:
The Aquifer Protection Section (APS) of the North Carolina Division of Water Quality (DWQ)
is responsible for the regulation of single family residence surface irrigation wastewater _
treatment and disposal facilities. Our records indicate that the above -referenced permit, which
was issued on November 9, 2004 and expires on January 31, 2007, has not been renewed. This
permit was issued for the operation of the surface irrigation system on your property at 140 S
Lakeshore Drive in Whispering. Pines, North Carolina. As the current property owner,, you
are responsible for maintaining this permit if your surface',ilrigation system is still operational.
Failure to apply for a permit renewal', and operation of your facility without an active permit may
result in the assessment of civil penalties in accordance with North Carolina General Statute
§ 143-215.6A. Therefore, it is important that you submit.a,permit renewal application and a
change of permit ownership form as soon as possible.
Please respond to this notice within 30 calendar days -'of its, receipt by selecting one of the
following options:
1. APPLY FOR PERMIT RENEWAL. When you apply for and receive a
renewal, operation of your surface irrigation system will bepermitted to
continue. As such, all sampling requirements, the ,payment of.annual_fees, and
any operation and maintenance procedures specified in your previous permit
will be required. If you choose to renew your surface.irrigat, system you
must submit the following information:
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterguality.ore Location: 2728 Capital Boulevard
An Equal Opportunity/A irmative Action Employer— 50% Recycled110% Post Consumer Paper
Raleigh, NC.27699-1636 Telephone:
Raleigh, NC 27604 ' Fax L
Fax 2:
Customer Service:
j
Noa6rolina
Naturally
[phone]
[phone]
(919) 7154048
(877).623-6748

�+ Colin & Emiliana Webster
J.T ,, September 21, 2006
" Page 2 of 2
a) a completed SINGLE FAMILYRmDENCE PERMIT RENEWAL APPLICATION
(form SFR-SIA-R 09-05) (Enclosure 1). This form must be signed by
each property/permit owner.
b) a�completed SINGLE FAMILYRESIDENT OPERATION AND MAINTENANCE
AGREEMENT (form SFR O&M 09/05) (Enclosure 2). This form must be..
signed by each property/permit owner, and each signature must be
notarized.
2. -APPLY FOR PERMIT -RESCISSION. If the surface irrigation system has
not been constructed, or if it is. no longer active; you may choose to rescind
your permit by submitting the following information:
a) a completed SINGLE FAMILYRESIDENCE PERMITRENEWAL APPLICATION
(form SFR-SIA-R 09-05) (Enclosure 1). This form.must be signed by
each property/permit owner. Please indicate your wish to rescind this
permit in Part H, Item 3 of this form.
'Each of these forms has been -enclosed for your convenience.- They are also available online at
hLtp://www.ncwaterqualily.org/lau/applications.html au/applications.html under the "Single Family Residence (SFR)
Systems" heading. Please submit the completed forms to,the following address:
Aquifer Protection Section
Groundwater Protection Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Thank you in advance for your cooperation and timely response. If you have any questions,
please call -John McCray at. [phone], or email him at john.mccr@L (@ncmail.net.
�. Sincerely,
_--
Jesse Wiseman
Aquifer Protection Section
Enclosures
1. SFR-SIA-R 09-05
2. SFR O&M 09/05
cc: aye � euille Re�giom�e ®ffi -S 7jo enclosur s
APS Central�iles - Permit No. WQ0002882 w/o enclosures

o�oF w A rF,�QG
7
a
November 9, 2004
COLIN AND EMILIANA WEBSTER
140 SOUTH LAKESHORE DRIVE
WHISPERING PINES, NC 28327
Dear Mr. and Mrs. Webster:
Michael F. Easley, Governor
William 6. Ross Jr., secretary
North Carolina Department ofEnvironmentand Natural Resources
Alan W. Klimek, P,E. Director
Division of Water Quality
Subject: Permit No. WQ0002882
Single Family Residence
Surface Irrigation Facility
Moore County
In accordance with your name change request received August 4, 2004, and additional
information received November 8, 2004 we are forwarding herewith Permit No. WQ0002882, dated
November 9, 2004, to Colin and Emiliana Webster for the continued operation of the subject single
family wastewater treatment and surface irrigation facilities.
This permit shall be effective from the date of issuance until January 31, 2007, shall void Permit
No. WQ0002882 dated February 22, 2002, and shall be subject to the conditions and limitations as
specified therein. Please pay particular attention to the monitoring requirements in this permit. Failure to
establish an adequate system for collecting and maintaining the required operational information will
result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter I50B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding.
If you need additional information concerning this matter, please contact Michelle McKay at
[phone].
Sincerely,
—001
Alan W. KIimek, P. E.
cc: Moore County Health Department
Fayetteville Regional Office Aquifer Protection Section
Technical Assistance and Certification Unit
APS Central Files (WQ0002882)
APS Files
N,,o1rthCarolina
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.state.ne,us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
Art Equal QpportunitylAffirmative Action Employer— 50% Recycled110% Post Consumer Paper

F WArE
0 /QQ1 Michael F. Easley, Governor
WiIIiant G. Ross Jr Secretary
7 North Carolina Department of Euvironmenl and Natural Resources
dh
—!
Alan W. Klimek, P.E. Director
Division of Water Quality
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Colin and Emiliana Webster
Chatham County
FOR THE
continued operation of a 480 gallon per day (GPD) surface irrigation wastewater treatment and disposal
system consisting of a 500 GPD "Chromaglass — Model CA5" aeration package unit designed for single
residences, a tablet chlorinator, two (2) interconnected 1,200 gallon storage/pump tanks with a 16 gallon
per minute (GPM) irrigation pump, and a 10,000 square foot (ft) spray irrigation area, and all associated
piping and appurtenances with no discharge of wastes to the surface waters, to serve the Webster
residence, pursuant to the application received August 8, 2004, and in conformity with the project plan,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until January 31, 2007, and shall be
subject to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
The surface irrigation facilities shall be effectively maintained and operated at all times so that
there is no discharge to surface waters, nor any contamination of ground waters w1lich will
render them unsatisfactory for normal use. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to
adequately assimilate the wastewater, the Permittee shall take immediate corrective actions
including those actions that may be required by the Division of Water Quality (Division), such
as the construction of additional or replacement wastewater treatment and disposal facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface or ground waters resulting from the operation of this facility.
The residuals generated from these treatment facilities must be disposed in accordance with
General Statute 143-215,1 and in a manner approved by the Division.

4. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
5. The following buffers shall be maintained:
a. 400 feet between wetted area and any residence or places of public assembly under separate
ownership,
b. 150 feet between wetted area and property lines,
c. 100 feet between wetted area and wells,
d. 100 feet between wetted area and drainage ways or surface water bodies,
e. 50 feet between wetted area and public right of ways,
f. 100 feet between treatment/storage units and any wells, and
g. 50 feet between treatment units and property lines.
Some of the buffers specified above may not have been included in previous permits for this waste
treatment and disposal system. These buffers are not intended to prohibit or prevent modifications,
which are required by the Division, to improve perfon-lance of the existing treatment facility. These
buffers do, however, apply to modifications of the treatment and disposal facilities which are for the
purpose of increasing the flow that is tributary to the facility. These buffers do apply to any expansion
or modification of the spray irrigation areas and apply in instances in which the sale of property would
cause any of the buffers now complied with, for the treatment and disposal facilities, to be violated.
The applicant is advised that any modifications to the existing facilities will require a permit
modification.
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all tunes.
2. Upon classification of the wastewater treatment and surface irrigation facilities by the Water
Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee
shall designate and employ a certified operator to be in responsible charge (ORC) and one or
more certified operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC
8G .0201. The ORC shall visit the facilities in accordance with 15A NCAC 8G .0204 or as
specified in this permit and shall comply with all other conditions specified in these rules.
3. A suitable year round vegetative cover shall be maintained
4. Irrigation shall not be performed during inclement weather or when the ground is in a condition
that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the irrigation field.
6. The application rate shall not exceed a cumulative loading of 42.0 inches over any twelve (12)
month period at an instantaneous application rate not to exceed 0.3 inches per hour.
7. The facilities shall be effectively maintained and operated as a non -discharge system to prevent
the discharge of any wastewater resulting from the operation of this facility.
8. No type of wastewater other than that from the Webster residence shall be sprayed onto the
irrigation area.
9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or
while normal maintenance is being performed.
10. The irrigation field shall be fenced with at least a two -strand wire fence.
11. Wastewater treatment units open to the atmosphere shall have restricted access and pump
control panels shall be locked.
4

12. The Permittee is responsible for the operation and maintenance of the entire treatment and
disposal system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The septic tank
effluent filter shall be checked and cleaned at the same frequency of the septic tank.
b. The tablet chlorinator unit shall be checked every week. Tablets shall be added so as to
provide proper chlorination.
c. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same interval as the septic tank is cleaned out.
d. The system shall be inspected monthly to make certain of the proper operation of the drip
line, that the vegetative growth allows a proper drip pattern, that the soil is assimilating the
disposed treated wastewater with no surface runoff, and that no objectionable odors are
being generated.
III. MONITORING AND REPORTING REQUIREMENTS
I. Any monitoring deemed necessary by the Division to insure surface and ground water
protection will be established and an acceptable sampling reporting schedule shall be followed.
2. The Permittee shall maintain records of all maintenance performed on the system and irrigation
area, as required in Condition II(12) for a minimum of five years. This information shall be
provided to the Division upon request.
3. Noncompliance Notification:
The Perrnittec shall report by telephone to the Raleigh Regional Office, telephone number (919)
571-4700, as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. .Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater treatment, such as mechanical or electrical failures of
pumps, emitters, etc., or
b. Any failure of a pumping station or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or
facility.
Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at telephone number [phone] or [phone]. Persons reporting
such occurrences by telephone shall also file a written report in letterforcm within five (5) days
following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
3

IV.
INSPECTIONS
V.
Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure
proper operation of the subject facilities.
2. Any duly authorized officer, employee, or representative of the Division may, upon
presentation of credentials, enter and inspect any property, premises or place on or related to
the disposal site or facility at any reasonable time for the purpose of determining compliance
with this permit, may inspect or copy any records that must be maintained under the terms and
conditions of this permit, and may obtain samples of groundwater, surface water, or leachate.
GENERAL CONDITIONS
This permit shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data,
3. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Pennittee, a formal permit request must be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be considered on
its merits and may or may not be approved.
4. Upon the availability of a municipal or regional sewerage collection system, the subject
wastewater treatment facilities shall be abandoned and all wastewater discharged into the
municipal or regional sewerage system.
Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance with North Carolina General
Statute 143-215.6A to 143-215.6C.
6. The issuance of this permit does not preclude the Permittee from complying with any and ali
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
7. This permit may be revoked if the Permittee fails to abide by the conditions of the "Operation
and Maintenance Agreement" previously signed by the Permittee.
& A set of approved plans, specifications and operation and maintenance manual for the subject
project must be retained by the Permittee for the life of the project.
9. The annual administering and compliance fee trust be paid by the Permittee within 30 days
after being billed by the Division. Failure to pay the fee accordingly may cause the Division to
initiate action to revoke this permit as specified by 15A NCAC 214.0205 (c)(4).
4

I0. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the Pen -nit for such period of time and.
under such conditions and limitations, as it may deem appropriate.
Pen -nit issued this the 9th day of November, 2004
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
;eAlan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0002882
5

NOV-26-2004 11:11 ACCENT DESIGN BUILD
9102953103 P.03
OPERATION AND MAINTENANCE AGREEMENT
SINGLE FAMILY RESIDENCE WASTEWATER TREATMENT SYSTEM
DIVISION OF WATER QUAL17-Y
• ._ .. -
.. _ � � � ■_ � "- �` r �T 'mow _ a _ -
Disposal Metbod: SPRAY 1WGATION DRIP MR10ATION (Circle One)
Cou ity:
permit No. V40 s:=7—.Pa.?
—r
I agree to operate and maintain the wastewater treatment system as follows:
1) The permittee is responsible for the operation And maintenance of the entire treatnicat and disposal
system including, but not linuced to, the following itrms:
a) The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be
checked and clearied at ffie same fi equency of 11�e septic tank.
b) (Open access sand filters only] The sand filter surface shall. be raked and leveled every six (b)
months and any vegetative growth shall be removed by band.
c) Che k one:
The tablet chlorinator shall be checked every weep. Tablets shall be added so as to provide
Proper chlorination-
0
The ultraviolet disinfecban unit shall be checked every week. The lamp Shall be cleaned
and/or replaced to eri9ure proper disinfection.
d) The storage, pump, and alarm; systems shall be inspected monthly. The scum layer shall be
removed at the same time interval as the septic tank is pumped out.
c) The inigption system shall be inspected rnonthly to make certain of proper operation, that
vegetative growth does not interfere with the system inspection or operation, that the soil is
assimilating the disposed treated wastewater with no surface ruiaoff, and that no objectionable
odors are being generated.
2) Failure of the Permittee to properly operate this system is subject to a penalty up to $25,000 per day.
3) Failure to meet the permit conditions or violation of the State's surface or groundwater regulations
will require evacuating the dwelling and may void the permit.
I understand the above rcquir is agree to these tells as part of the issued permit.
Owner Signature:_LfDate: o '� • � •
Notary Signature: Notary Seal: s * .,� � to
Date: n `- R� $
Comiru n Expiratio : ��, _
2005 =, Q ,
SM O&M 03/03 10 �� •....
� WOCOUP, ,
TOTAL P.03

F
0
Colin Webster
September 23, 2004
Environmental & Natural Resources
225 Green Street
Suite 714
Fayetteville, NC 28301
Re::'UVebster Home (previously Hoag Home)
140 S. Lakeshore Dr.
Whispering Pines, NC 28327
WQ 0002882
To: Mr. Grady Dobson
Dear Mr. Dobson,
I have applied'for a building permit with Moore County Building Department. They have
requested that I seek your approval. I am planning on building a garage addition / shop.I -,
There will be no additional plumbing. The addition is on the opposite side ,of the property
as the septic system.'
Would you please send me written authorization to do so on your letterhead so that.I may
proceed. I understand that you have spoken to my builder and business partner about this,
matter. He was also the original owner / builder of the property and is most familiar with
this property and planned addition.
Please thank you in advance for you favorable response and please call, if you have u:iy
questions.
2
c,(. et, J cL L
Very Truly Yours, i G')%Lj� b
�r�eG Ib ��
(910) 295- 6055 text 12 phone �O J (� r
(910) 295 —3103 fax— v
If you fax your response to me, mail original, I will get copy to Moore County Building
Department.
1

Micliael.F. Easley, Governor
William G.,Ross Jr., Secretary.
North Carolina Department of Environment and'Natural Resources
Alan W. klimek ,P.E..Director
Division of Water Quality
Mr. Colin Webster
140 South Lakeshore Drive
Whispering Pines,NC 28 327'
Subject: Permit WQ 0002882
Dear, Mr Webster:
The Permit (WQ'0002882) for this address was issued on February 22,2002 to Maurice and Cortenay Hoag.
This Permit is a spray irrigation system to handle the wastewater for .this single family residence.
Your letter dated September 23,2004 indicates that the proposed construction at this residence will not
include.additional sources -of wastewater, thus the original design will remain the same. It is also our
understanding that the addition will not be constructed.in a location on or directly. adjacent to the.treatment
system.
This office has no problems with your proposed construction modification. Feel free to use this letter to '
obtain your building permit from Moore County.
According to you building conractor, you have applied, for a name change and submitted thi's request to our
central office Permits &: Engineering Office. If this is not the case, let me know.
Should you have any.'questions, please give me a call at [phone] Ex. 740.
- SiRncdy
rely g2t�.-'
D son
Environmental Engineer
Aquifer Protection Section
Fayetteville Regional Office
No hCarolina
Nrtatoa!!ry
North Carolina Division'of Water Quality [Aquifer Protection Section 225 Green St., Ste. 714 Fayetteville, NC 28301-5043 Phone [phone]
Internet: -http://.ehnr.state.nc.us Customer Service 1-877-623-6748 FAX [phone]
An Equal Opportunity/Affirinative Action Employer— 50% Recycled/10% Post Consumer Paper

A
�OF rFRQ Michael F. Easley, Governor
William G. Ross Jr., Secretary
E A r North Carolina Department of Environment and Natural Resources
p C Gregory J. Thorpe, PhActing Director
Division
of Water Quality
February 22, 2002
MAURICE AND COURTENAY HOAG
140 SOUTH LAKESHORE DRIVE
WHISPERING PINES, NC 28327
Subject: Permit No. WQ0002882
Single Family Residence
Spray Irrigation Facility - Renewal
Moore County
Dear Mr. and Mrs. Hoag:
In accordance with your renewal request received November 7, 2001 and additional information received
on January 31, 2002, , we are forwarding herewith Permit No. WQ0002882, dated February 22, 2002, to Maurice
and Courtenay Hoag for the continued operation and maintenance of the subject single family wastewater
treatment and spray irrigation facilities.
This permit shall be effective to the date of issuance until January 31, 2007, shall void Permit No.
WQ0002882 issued May 21, 1997, and shall be subject to the conditions and limitations as specified therein.
Please pay particular attention to Conditions V(4) and V(9) for they are now required since the last permit
issuance. Please also pay particular attention to the monitoring requirements in this permit. Failure to establish
an adequate system for collecting and maintaining the required operational information will result in future
compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to .
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-
6714. Unless such demands are made, this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Nathaniel Thornburg at 19) 733-5083 extension 533.
Sinc el
Gregory J. Thorpe, Ph.D.
cc: Moore County Health Department
Fayetteville Regional Office, Water Quality Section
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit
Water Quality Central Files
NDPU Files
Non -Discharge Permitting Unit Internet http://h2o.enr.ne.state.us/ndpu NCOENR
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
DENR Customer Service Center 'Telephone [phone]
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NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SINGLE FAMILY SPRAY IRRIGATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Maurice and Courtenay Hoag
Moore County
FOR THE
continued operation of a 480 gallon per day (GPD) spray irrigation wastewater treatment and disposal system
consisting of a 500 GPD "Chromaglass — Model CA5" aeration package unit designed for single residences, a
tablet chlorinator, two (2) interconnected 1,200 gallon storage/pump tanks with a 16 gallon per minute (GPM)
irrigation pump, and a 10,000 square foot (ft2) spray irrigation area to serve the Hoag Residence, with no
discharge of wastes to the surface waters, pursuant to the application received November 7, 2001 and additional
information received on January 31, 2002, , and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until January 31, 2007, shall void Permit No.
WQ0002882 issued May 21, 1997, and shall be subject to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
L The spray irrigation facilities shall be effectively maintained and operated at all times so that there is no
discharge to the surface waters, nor any contamination of ground waters which will render them
unsatisfactory for normal use_ In the event that the facilities fail to perform satisfactorily, including the
creation of nuisance conditions or failure of the irrigation area to adequately assimilate the wastewater,
the Permittee shall take immediate corrective actions including those actions that may be required by
the Division of Water Quality (Division), such as the construction of additional or replacement
wastewater treatment and disposal facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface or
groundwaters resulting from the operation of this facility.
3. The residuals generated from these treatment facilities must be disposed in accordance with General
Statute 143-215.1 and in a manner approved by the Division.
4. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.

5. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence or places of public assembly under separate
ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainage ways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between treatment/storage units and any wells, and
g) 50 feet between treatment units and property lines.
Some of the buffers specified above may not have been included in previous permits for this waste
treatment and disposal system. These buffers are not intended to prohibit or prevent modifications,
which are required by the Division, to improve performance of the existing treatment facility. These
buffers do, however, apply to modifications of the treatment and disposal facilities which are for the
purpose of increasing the flow that is tributary to the facility. These buffers do apply to any
expansion or modification of the spray irrigation areas and apply in instances in which the sale of
property would cause any of the buffers now complied with, for the treatment and disposal facilities,
to be violated. The applicant is advised that any modifications to the existing facilities will require a
permit modification.
IL OPERATION AND MAINTENANCE RE UIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the facility by the Water Pollution Control System Operators Certification
Commission (WPCSOCC), the Pennittee shall employ a certified wastewater treatment plant operator
to be in responsible charge (ORC) of the wastewater treatment facilities. The operator must hold a
certificate of the type and grade at Ieast equivalent to or greater than the classification assigned to the
wastewater treatment facilities by the WPCSOCC. The Permittee must also employ a certified back-up
operator of the appropriate type and grade to comply with the conditions of 15A NCAC 8G .0202. The
ORC of the facility must visit each Class I facility at least weekly and each Class H, III, and IV facility
at least daily, excluding weekends and holidays, and must properly manage and document daily
operation and maintenance of the facility and must comply with all other conditions of 15A NCAC 8G
.0202. Once the facility is classified, the Permittee must submit a letter to the WPCSOCC which
designates the operator in responsible charge within thirty days after the wastewater treatment facilities
are 50% complete.
3. A suitable year round vegetative cover shall be .maintained.
4. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the spray field
6. The application rate shall not exceed a cumulative Ioading of 42 inches over any twelve (12) month
period at an instantaneous application rate not to exceed 0.3 inches per how-.
7. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the
discharge of any wastewater resulting from the operation of this facility.
8. No type of wastewater other than that from the Hoag Residence shall be sprayed onto the irrigation
area.
9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
10. The spray irrigation field shall be fenced with at least a two -strand wire fence.

11. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed.
b. The tablet chlorinator unit shall be checked every week. Tablets shall be added so as to provide
proper chlorination.
The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same interval as the septic tank is cleaned out.
d. The spray system shall be inspected monthly to make certain: of the sprayers proper operation,
that the vegetative growth allows a proper spray pattern, that the soil is assimilating the disposed
treated wastewater with no surface runoff, and that no objectionable odors are being generated.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring deemed necessary by the Division to insure surface and ground water protection will
be established and an acceptable sampling reporting schedule shall be followed.
2. The Permittee shall maintain records of all maintenance performed on the system and irrigation area, as
required in Condition 11(12) for a minimum of five (5) years. This information shall be provided to the
Division upon request.
3. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910)
486-1541, as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater treatment, such as mechanical or electrical failures of pumps, emitters, etc.;
or
b. Any failure of a pumping station or treatment facility resulting in a by-pass directly to receiving .
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter forth within
five (5) days following first knowledge of the occurrence. This report must outline the actions taken
or proposed to be taken to ensure that the problem does not recur.
IV. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper
operation of the subject facilities.
2. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or facility
at any reasonable time for the purpose of determining compliance with this permit, may inspect or copy
any records that must be maintained under the terms and conditions of this permit, and may obtain
samples of groundwater, surface water, or Ieachate.
3

V. GENERAL CONDITIONS
I. This permit shall become revocable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or
there is a name change of the Permittee, a formal permit request must be submitted to the Division
accompanied by documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may not be
approved.
4. Upon the availability of a municipal or regional sewerage collection system, the subject wastewater
treatment facilities shall be abandoned and all wastewater discharged into the municipal or regional
sewerage system.
Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
6. The issuance of this permit does not preclude the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state,
and federal) which have jurisdiction.
7. This permit may be revolted if the Permittee fails to abide by the conditions of the "Operation and
Maintenance Agreement" previously signed by the Permittee.
8. One set of approved plans and specifications for the subject project must be retained by the Permittee
for the life of the project.
9. The annual administering and compliance fee must be paid by the Permittee within 30 days after
being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate
action to revoke this permit as specified by 15A NCAC 2H .0205 (c)(4).
10. The Permittee, at Ieast six (6) months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Commission will review the adequacy of the facilities described
therein, and if warranted, will extend the Permit for such period of time and under such conditions
and limitations as it may deem appropriate.
Permit issued this the 22nd day of February, 2002
NORT AROLINA ONMENTAL MANAGEMENT COMMISSION
�-Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0002882

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OPERATION AND MAINTENANCE AGREEMENT
SINGLE FAMILY RESIDENCE WASTEWATER TREATMENT SYSTEM
DIVISION OF WATER QUALITY
Owner:
Address:
Disposal Method: SPRAY IRRIGATION DRIP IRRIGATION (Circle One)
County: 9))
Permit No. M/ Q D 0 0 a 9 5
I agree to operate and maintain the wastewater treatment system as follows:
1) The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system, including, but not limited to, the following items:
a) The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be
checked and cleaned at the same frequency of the septic tank.
b) Check one.
YecThe tablet chlorinator shall be checked every week. Tablets shall be added so as to provide
proper chlorination.
❑ The ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned
and/or replaced to ensure proper disinfection.
c) The storage, pump, and alarm systems shall be inspected monthly. The scum Iayer shall be
removed at the same time interval as the septic tank is pumped out.
d) The irrigation system shall be inspected monthly to make certain of proper operation, that
vegetative growth does not interfere with the system inspection or operation, that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no objectionable
odors are being generated.
2) Failure of the Permittee to properly operate this system is subject to a penalty up to $25,000 per day.
3) Failure to meet the permit conditions or violation of the State's surface or groundwater regulations will
require evacuating the dwelling and may void the permit.
I understand the above requirements and agree to these terms as part of the issued permit.
Owner Signature: Date: 1 s
Owner Signature: Date: 4/
Notary Signature: Notary Seal:
--------------
Date: P O.S 0 Commission Expiration: OFFICWL SEAL
fm
MOORE COUNTY
S1;R O&M 04/01 NANCY R HOPKINS
hiY C tSSCN -07-fEs Ar-71 t5 2:m

1
04/22/2002 09:03 . 9104880181
AVERETTE ENGINEERING
PAGE 01
Averette engineering Co.; Po A.
Cumber/and County; CIVIL ENGINEERING
1717 Swann Street LAN® SURVEYING
Fayetteville, NC 28303 PLA/KN/IVG
Hoke. County: Phone: (910) 48�-5656
712 E. Lake Ridge Road Fax: [phone]
Raeford, NC 28376 Web: www.averette-eng.com
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FAX TRANSMITT'�lI
PAGES INCLUDING THIS SHEET. 3T
FAX #. Z, 0 -70.7
FROM.
DATE: Gy- 2 Z7 pZ
TIME:
MESSAGE:n�ac�e�

04/22/2002 09:03
9104880181
AVERETTE ENGINEERING PAGE 02
. I
*THIS. CERTIFIES THAT - THIS
COPY OF THIS DRAWING IDENTIFIES' A'S
WATER' AND' MVE7LANDS ALL
1
AREAS OF WATERS AND WEETL.ANOS
REGULATED,;:PIJf 4it TO
SECTION •404 OF -THE THE. CLEAN PATER ACT;
IERMINEU dY '!NE UNUERSIGNILI?• ON PHIS UA I E. UNLESS Il'rlERi ` '
"
'` IS : A :CHANGE IN ' THE-1 LAW,
OR OUR PUBLISHED REGULATIONS,' THIS ••
DETERMINATION MAY.' BE RELIED
ON FOR, A PERIOD NOT TO EXCEED FIVE' "
YEARS FROM -THIS DATF- '.
THIS DETFRMINATION WAS MADE dill I7INQ- ** .
THE .1487 CORPS 0 '; N
ERS ND DELINEATION MANUAL.'
1
U.S. ARMY O
S' OF ENGINEERS REPRESENTATIVE
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04/22/2002- 09:55 9104880181 - AVERETTE ENGINEERING PAGE 01
i
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. lqqM22,06 6&-
. County /ti+
GENERAL. PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Murk e(R , C4K5E,(1(T-o
� Property owner G : f .
Address 51Oicr1-71-7
,,{{
Telephone No. 1`���J �� 10 ""
Size and Location of project (water body, road name/number, towp, etc.) -
e, &
r/
Description of Acti
affffr
Applicable Law: _Section 404 (Clean Water Act, 33 U.S.C. 1344).
(check all that apply) Section 10 (River and Harbor Act of 1899).
Authorization: Regional General Permit Number.
Nationwide Permit Number.
Y:
Your work is authorized by this Nationwide Permit (NWP) prpvided it is accomplished
in strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section
404 (if Section 404 block above is checked), before beginning work you must also receive a Section 401 water
quality certification from the N-C- Division of Environmental Management, telephone [phone]. Form
yeiam
f�
.
Please read and carefully comply with the attached conditions of the R49.8-ar NWP Any violation of the conditions
of the RC?Ao&4he NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or
appropriate legal action.
This Department of the Army R( ar1V P verification does not relieve the pennittee of the responsibility to obtain
any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State
and local agencies before beginning work.
If there are any questions regarding this athogzation or any of the conditions of the Nationwide
Permit, please contact the Corps Regulatork..,Pfficial specified below
ii j , -•
Date l l ,eM l�
Corps Regulatory Official' (( f ,q
rp. g ry �lE!/1 5 Telephone No. �ij �� �'�Z-t���
Expiration Date of Verification EXPIRATION DATE or: vt.)in°IC:A'I'ION:
SURVEY PLATS, FIELD S VI: Un(i) NW pi26 mpires (coucnUy Septenlbcr 15.1999) or Iwo �• PLANS, ETC., MUST
years hvin,date of isslic. w111e11cycr Co]Iles 11r$l
BE ATTACHED TO THE YEL. _ OR AVAILABLE.
CESAW Form 591
Remised Jury 1995

DIVISION OF WATER QUALITY
February 6, 2002
MEMORANDUM
TO: Kim Colson; Unit Supervisor
Non Discharge" Permitting and Engineering Unit
-and Nathanel -Thornburg
Project Engineer
THRU: Paul Rawls, W�Tonal
Supervisor
Fayetteville Rei�, Office FROM: Ken Averitte
146
Fayetteville Regional Office
SUBJECT: Application No. WQ0002882
Maurice and Courteney Hoag
Single Family Wastewater Treatment/Spray Irrigation system
Whispering Pines, Moore County
Please find enclosed the revised staff'report and recommendations regardingreiSSUance of
the subject Permit.
If you have any questions or if I can be of assistance, please advise.
KA/ka
Enclosure
cc: Technical Support Branch-

L
SOC PRIORITY PROJECT: YES_ NO x
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Attention: Nathaniel Thornburg
Date: February 6, 2002
NONDISCHARGE STAFF REPORT AND RECOMMENDATIONS
COUNTY: Moore
Permit No. WQ0002882
, PART I - GENERAL INFORMATION
1. Facility and Address: Maurice and Courteney Hoag SFR
140 S. Lakeshore Drive
Whispering Pines, North Carolina 28327
2. Date of Investigation: January 25, 2002
Ken Averitte, Env. Spec., FRO 3. Report Prepared by:
4. Persons Contacted and Telephone Number: Mr. Maurice Hoag, owner
910-949-3618
5. Directions to site: The Hoag homesite is located on a peninsula on the western end of
Thaggard's Lake, off SR 1802. From 1802, turn onto S. Lakeshore Drive to near the Little
River bridge. Follow this street to 140 S. Lakeshore.
6. Size (land available for expansion and upgrading): approximately five acres
7. Topography (relationship to 100-year flood plain included): Flat
Attach a U.S.G.S. map extract and indicate facility site:
U.S.G.S. Quad No.: F21SW U.S.G.S. Quad Name: Carthage
Latitude: 35deg. 15' 55" Longitude: 79 deg. 22' 40"
8. Any buffer conflicts with location of nearest dwelling and water supply?
Yes x No If Yes, explain:
9. Stream Basin Information:
a. Stream / Classification: Thaggard's Lake,(Little River) WS III, B, HWQ
b. River Basin and Subbasin No.: 030614
C. Distance to surface water from disposal system: approx. 100 feet.

Part II. DESCRIPTION OF THE ATIVIENT WORKS
1. a. Volume: 000480 MGD (Design Capacity)
Residuals: N/A tons per year
b.. Types and quantities of industrial wastewater: None
C. Pretreatment Program (POTWs only): -N/A
In development Approved
Should be required _ Not needed_
2. Treatment Facilities:
a. What is the current permitted capacity of the. facility? 480 gpd
b: What is the actual treatment capacity of the current facility? approx. 500 gpd
C. Please provide a description of existing or substantially constructed wastewater
treatment facilities: Residential wastewater from the Hoag household is treated in
an existing sequencing batch reactor system manufactured by Chromaglass
Corporation. This particular system is identified as the CA-5 unit. According to
the original submittal, this system batch treats and discharges approximately 85
gallons per event, with the capability of 6 batches daily. The effluent is passed
through a tablet chlorinator prior to entering,a five day storage tank (this
actually consists of two 1,200 gallon precast tanks connected in series, connected
at the top and bottom). Treated waste is pumped from this tankage through a lawn
irrigation system onto a triangular area of approx. 10,000 sq.ft. Existing ground
cover is a, fescue lawn grass. Mt. Hoag indicates a realistic average daily flow of
approximately 180 gpd, based on potable water usage.
Please provide a description of proposed wastewater treatment facilities: _ N/A
3. Residuals handling and utilization/disposal scheme: Sludge disposal is managed
by a septage hauler.
a. If residuals are being land applied, please specify DWQ Per-rnit No.: N/A
Residual Contractor:
Telephone No.:
b. Residuals stabilization: PSRP_ PFRP_ Other_ N/A
C. Landfill: N/A
d. Other disposal/utilization scheme (Specify): N/A
4. Treatment plant classification (attach completed rating sheet): n/a

LIM
5. SIC Code(s): 8811 (?)
Primary 04 Secondary
Main Treatment Unit Code:13-Q07
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds (municipals only)? n/a
2. Special monitoring or limitations (including toxicity) requests: n/a
3. Important SOC, JOC or Compliance Schedule dates (please indicate): N/A
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
4. Other Special Items:
Land Use: The surrounding land use is residential, with no homes within 400 feet.
Land Limiting Constituent Analysis: Limitation would be hydraulic loading rate.
Crop Management Plan: The "crop" at this site is a well maintained fescue lawn grass.
PART IV - EVALUATION AND RECOMMtNDATIONS
It is the recommendation of this office that pen -nit application No. WQ0002882 be processed
and the appropr�ate pen -nit issued for an additional five year period.
Water Quality Regional Supervisor
Date

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ROAD C:LASSIf=1C;A'rION
Copyright (C) 1997, Maptech, Inc.

KA
5e
State of North Carolina -
Department of -Environment
and Natural Resources
Division.of. Water Quality
Michael. F. Easley, Governor
William G. Ross Jr., Secretary' .
Gregory J. Thorpe, Ph D., Acting Director
kq y1f *!I
NCDENR
NORTH.CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 26, 2001 D �. m eN! R - r
MAURICE H HOAG IDES 3 ; . 2001
COURTNEY K HOAG tip.
140 S LAKESHORE DRIVE
WHISPERING PINE NC 28327 i ,•, �� VV . }
Subject: Acknowledgement of Application No.'
Surface Irrigation System y
Moore County
Dear Mr. Hoag:"(
The Non -Discharge Permitting Unit of the Division of Water .Quality (Division) acknowledges receipt of
your permit application and supporting materials on November 07,'2001. This application package has
been assigned the number listed above.
Your application package has been assigned to Nathaniel Thornburg for a detailed review. The '
reviewer Will contact you with a request for, additional information if there are any questions concerning
your submittal.
If you have any questions, please contact Nathaniel Thornburg at 919-733-5083 extension 533. If the
"reviewer is unavailable, you may leave a message on their voice mail, and they will respond promptly.
PLEASE REFER TO THE ABOVE,APPLICATION NUMBER WHEN MAKING INQUIRIES .
ON THIS PROJECT. t
Sine6rely,
oKi H. Colson, P.E. .
Supervisor, Non -Discharge Permitting Unit
cc. Fayeftz 'Ile Re tonal Office,_W_.at& Quality" Section
Permit tion File WQ6002882
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

11/.26/01
Permit Nuaioer WQ0002882
Program Category
Non-discarge
Permit Type
Surface Irrigation
Primary Reviewer
nathaniel.chornburg
Permitted Flow
Facility
Facility Name
Hoag Maurice H & Courtney K-
Location Address
140 S Lakeshore Dr
Whispering Pine NC 28327
Owner
Owner Name
Maurice
H Hoag
Dates/Events
Draft Scheduled Public
Orig Issue . App Received Initiated Issuance Notice
11/07/01
Permit Tracking S1
Status Project Type
In review Renewal
version Permit Classification
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Fayetteville
County
Moore
Facility -Contact Affiliation
Owner Type
Individual
Owner Affiliation
Maruice Hoag
140 S Lakeshore Dr
Whispering Pine NC 28327
Issue Effective Expiration
Regulated Activities Requested/Received Events
Private residence, single family RO staff report received
RO staff report requested
Additional information requested
Additional information received
Groundwater comments recnaested
Groundwater comments received
Outf all,
Waterbody Name Stream Index .Number Current Class Subbasin
i

Courtenay and Maurice Hoag
140 S. Lakeshore Drive
Whispering Pines NC 28327
Telephone: [phone]
E-mail: [e-mail]
�� ��fi f®g✓ �d�
wok
November 5,2001
s
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Non -discharge Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Gentlemen:
Enclosed are one original and two copies of SFR-SIA 04/01, one copy of existing permit
WQ0002882 issued May 21, 1997 and one original and two copies of Form SFR O&M 04/01 so
as to start the process to renew our permit.
Sincerely,
Courtenay Hog
Maurice Hoag
PM C,u ��

euntroller if it becomes necessary.
• Information about what the alarms mean acid haw L: prixxwd should,an atasrn condition occur.
• Details on how to establish and maintain vcgetation an the irrigation field and why it's
important to maintain a restricted access.
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
114MRMATIQN AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING
ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTMG (iNPT.
By U.S. Postal Service: By Courier/Special Delivery:'
1617 MAIL SERVICE CENTFRnS12 NORTH SALISBURY STREET,
RALEIGH, NORTH CAROLINA 2769--16170SUPI'E 1219
RALEIGIL NORTH CAROLINA
27604
TELEPHONE NUMBER: (919) 733-SSW
Application Number: (m bo completed by DwQ bt new p%!M&)
1. GENERAL INFORMATI(lM
4
I . A13pl1cmt'S name:
A
2. Name and complete address of applicant.
city: 1! �? State: Zip: =� _
I`elephcn:e number: [)—./6/& _Facsimilenumkx'r: (.. } �NOff
Email Addmc
3. County where Frgject is located: 'M mna-..; .
4. Fee submitted: $ , 01) (See Instruction C.)-
5. Name and complete address of engineering firm: , C/L,7 = f&e� er ,
101,
}
Ciry: W State: 'PA � -- Lip: 12 ZD
Telephone number: (.�Zb )3r46 ". y 6 Facsimile number: (57Z) .3--Ah — k lab

If.
6. Name and affiliation of contact person who can answer questions about project:
Email Address: .3t.•2 .� c�� '�
PERMIT INFORMATION:
1. Project is: new, modification; V renewal without
modification
2.
3.
III.
1.
2.
V.
1,
Note: Renewals without modifications should just fill out sections I & H; sign the applicants
signature on Page 6; and attach Form SFR O&M 04/01.
If this application is being submitted as a result of a modification to or renewal of an
existing permit, provide: existing permit number and the issuance
date 1
lfproject includes any stream or wetland crossings, provide date when Nationwide 12 or
404 permit was submitted for approval: _ 8Y _
INFORMATION ON WASTEWATER:
Volume of wastewater generated by this project:
per day
Explanation of how wastewater flow was determined (I SA NCAC 2N .02190)):
GENERAL PROJECT INFORMATION:
Brief project description:
gahons
2. System is (check one), spray irrigation; or drip irrigation.
3. Does the project conform to all buff em as required in 15A NCAC 2H .02190)(5)?
Yes; No. *Please note that buffers for drip irrigation are those identified as "other
surface disposal systems".
If No, please explain how the proposed buffers will provide equal or better protection of the
Waters of the State with no increased potential for health concerns or nuisance conditions:
4. The treatment facilities and wetted areas must be secured in some fashion to prevent

Professional Engineer's Certification:
11 . attest that this application for
has been reviewed by me
and is accurate, complete and consistent with the information supplied in the engineering plans,
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to
the best of my knowledge the proposed design has been prepared in accordance with the applicable
regulations. Although certain portions of this submittal package may have been developed by other
professionals, inclusion ofthese materials under my signature and seal signifies that I have reviewed this
material and Dave judged it to be consistent with the proposed design. Now In accordance with NC
General Statutes 143-215.6A and 143-215.611, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification:
1, fM 446z' , attest that this application for _'1.el�c.-rA
1,? c,n� W Q Ubd z-4- USA- has been reviewed by me
d is accurate and complete to the best of my knowledge. 1 understand that if all required parts ofthis
application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete. Note: In accordance with NC
General Statutes 143 215.6A and 143 215.6B, any person who knowingly makes any false statement,
representation, or certification in any application small be guilty of a Class 2 misdemeanor which may
include a One not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: _ u Date: AYW �too

OPERATION AND MAINTENANCE AGREEMENT
SINGLE FAMILY RESIDENCE WASTEWATER TREATMENT SYSTEM
DIVISION OF WATER QUALITY
Owner: 'If I a A/yu Lc ufr+-ffI L ,.-cvz"-�
Address: 110 Sajh i-. a .o 12 JU -
Disposal Method: PRAY IRRIGATION
County:
Permit No. O O g �..•
I�44,412C, 9?3;)?
DRIP IRRIGATION (Circle One)
I agree to operate and maintain the wastewater treatment system as follows:
1) The Permittee is responsible for the operation and maintenance of the entire treatment aad disposal
system, including, but not limited to, the following items:
a) The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be
checked and cleaned at the same frequency of the septic tank.
b) Check one.
The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide
proper chlorination.
U The ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned
and(or replaced to ensure proper disinfection.
c) The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same time interval as the septic tank is pumped out.
d) The irrigation system shall be inspected monthly to make certain of proper operation, that
vegetative growth does not interfere with the system inspection or operation, that the soil is
assimilating the disposed treated wastewater with no surface runoff; and that no objectionable
odors are being generated.
2) Failure of the Permittee to properly operate this system is subject to a penalty up to $25,000 per day.
3) Failure to meet the permit conditions or violation of the State's surface or groundwater regulations will
require evacuating the dwelling and may void the permit.
I understand the above requirements and agree to these terms as part of the issued permit.
Owner Signature: Date:
Owner Signature: Date:
Notary Signature: Notary Seal:
Date: Commission Expiration: OFFtCULL SE1LL
■oar wer,�e - pan+, r�waa+u►
MOORE COWN
SFR O&M 04/01 H"CY R HOPKINS
tin mtu�utasml PROS=

NORTH C 4R OLI':V A
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NA rURA[, Rli'.SOCIRCE'S
RALEIGH
SINGLE FAMILY SPRAY IRRIGATION PERMIT
In accordance with the previsions of Article 21 of Chapter '143, General Statutes of North Carolina as
amoded, and other applicable Laws, Mules, and Regulations
PERMISSION IS HEREBY GRANTED TO
M urike and Courtenay Hoag
Moore County
FOR THE
continued operation of a 480 GPD spray irrigation wastewater treatment and disposal system consisting of
a 5i1t1 GPD "Chrormaglass Model CAS" aeration packqge unit designed for single r6sidences, a tablet
chlorinator. 2, 1,2{x) gallon storage/purnp tanks in seJes whit a 16 GPM irrigation pump, and a 10,000 ft2
spray irrigation area, to serve the Hoag Residence, with no discharge of waste.s to the surface waters,
pursuant to the. 'application received March 25, 1997; and in conformity with the project plan,
specifications, and other supporting data suhsegaently filed and approved by the Department of
Environment, Health and Natural Resources acid considered a partof this permit.
This permit shall be effective from the date of issuance. until April 30; 2002, shall void Permit No.
WQ0002.892, issued March 19, 1990, and shall be. subject it) the following specified conditions and
limitations;
d. PERFORMANCE STANDARDS
The spray irrigation facilities shall be. effectively irudntaineld and operated at all tim s spa that
their- is no discharge to the surface wafers, nor any contamination of gmund waters which
will render them unsatisfactory for normal use. In the everit that the facilities fail I.o
perform satisfactorily, including the creation of nuisance conditions or failure of the
irrigation area to adequately assimilate the wastewater, the Permitted shall take ininiediate
corxctive actions including those acfions that may be required by the Division of Water
Quality,. such as the construction of additional or replacement wastewater treatment and
disposal facilities.
2. The issuance of this permit shall not relieve the Pemiittee of the responsibility for damages
to surface or gmundwaters resulting front the operation of this faeility.
3. The residuals generated from these treatment facilities. must he disposed in accordance with
General Statute 143-21 S-1 and in a marker approved by the North Carolina division of
Water Quality.
4. Diversion or bypassing of thc, untreated wastcwatcr from the treatment facilities is
prohibited.

5. The following buffers shall be maintained:
a) 400 rcvt lx:twccn wetted area and any residence or places of public assemhly under
separate ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
t) I(x) feet between treatmentlstorage units and any we1Ls, and
g) 50 feet between'treati ent units and property lines.
Some of the buffers specified above may not have been included in previous permits for
this waste treatment and disposal system. - These buffers are not intended to prohibit or
prevent modifications, which are required by the Division, to improve perfonnance of the
existing treatment facility. These buffers do, however, apply to modifications. of.the
treatment and disposal facilities which are for the purpose of increasing the flow that. is
tributary to the facility. These buffers do apply to any expansion or modification of the
spray irrigation' areas and apply in instances in which the sale of property would cause any
of the buffers now complied with, for the treatment avd disposal facilities, to be violated.
The applicant is advised that any modifications to the existing facilities will mquire a pGrrnit
modification.
T1(, OPERATION AND MAINTENANCE REQUIREMENTS ;
L . The Facilities shall be properly maintained and operated at all�tims.
2. , Upon classification of the facility by the Certitication Commission, the Permittee shall
employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of
the wastewater treatment, facilities. The operator mast hold a certificate of the type and
grade at least equivalent to or greater than the classification assigned to the wastewater
treatment facilities by the CertificatiOn Commission. The Pernnittee must also employ a
certified back-up operator of the appropriate type and grade'to comply with the conditions
of Title 15A, Chapter 8A, .0202. The ORC of the facility must visit each Class 1 facility at
least weekly and each Class Ti, TiT, and TV facility al. least daily, excluding weekends and
holidays, and must properly manage and document daily operation and maintenance of the
facility and must comply with all other conditions of Title 15A, Chapter BA, .0202. Once
the Facility is classified, the.Penni.ttee must submit a letterto-the Certification Commission
which designates the operator in responsible charge within thirty days after the wastewater
treatment facilities areS0% complete.
3. A suitable year round vegetative cover shall be maintained.
4. Irrigation skil not be performed during, inclement weather or when the ground is in a
condition that will cause runoff
5. Adequate measures shall be taken to prevent wastewater runoff froln the spray field.
6. - The application rage shall not exceed a cumulative loading of 42 inches over any twelve (l 2)
month period at an instantaneous application rate not to exceed 0.3 inches per hoar.
7. The facilities shall be effectively maintained and operated as a non -discharge system to
prevent the discharge of any. wastewater resulting [rom the operation of this facility.
8. No type of wastewater other than that from the Hoag Residence shall be sprayed onto the
irrigation area.
E

9 ,
In the event that the sprinkler heads .fail to achieve the design diameter due to nhstrucfion5,
the obstruClionS shall b+� rt;iriovcd' or the cprii>klcr licads shall lac raised and supt�orted to
,such height that the. design.diameter is achieved.
10,
No tra' is or equipment shall-, be allowed on the disposal arcs cxccpi while installation
occurs, or while normal mainlcri�nce is being perfornied.
11.
The spray irrigation, field shall be fenced with at least a two strand wire fence.
12.
The Permittee is responsible farthe operation and ttmairdenance:ol'the entire trcatmcnt and "
disposal system including, but riot limited to, the following items: _
a_ The scptic.tank shall be checked a tnwdly,and pumped out as -needed.
b. The tablet chlorinator shdl -be checked every week. Tablcis shall be added so as to
prpvideproper chlorination,
c, The'storage, pump; and alarm systems shall bG iuspected weakly_ The scurn layer shall
be removed at .the same: internal as the septic tank is cleaned otit.
d. The'spray system'shail be inspected weekly W make certain of the sprayers proper
operation, that the vegetative growth allows a proper spray pattern; that the soil is
a_ssirnilating the disposed- treated- wastewater with no surface runoff. and .that. no
objectionable odors are being'generated.
J11. MONITORING AND "REPORTING REQUIREMENT. .
1.
luny mdnitoring deemed necessary_by the -Division o€Wdler'Quality to insure surrace and
ground wal& prof ction will be e.Stahlished and an aaeeptable:sampling reporting schedule
%hall he followed.
2:
The Perinittee shall maintain records of all maintenance 'performed on thu- syst6n and
irrigation area, as required in Condition TT 12 for a minimum of five years: - This .
information shall be provided to the i}ivi5i0n of Water Quality upon request.
= 3:
Noncompliarice Not6fcatior :
The Permittee shali'` report by, t elcpht ne to. thy: Fayeltcvillc Regional Office, -telephone-
number [phone] as soon ac possible? but in no came more than 24 hours'or on the
next working day following the occurrence or first knowledge of the occurrence of any of
the fallowing:
ue to known or unknown reasons, that renders the facility a. Any process unit faltum, d
- j
incapable of adequate wastewater treatmcm, such as m6chanical or electrical failures of
pumps, spray heads, etc.; or
f
b. An failure of a ur in station -or treatment facili y np g ty resulting in a ley -pass directly to
rccelving waters without treatment of all- yr any -portion of the itdluent to such station or
f -
facility.
Persons reporting :such occurrences by telephone ihall `also file a written iport in letter
form within five-(5) days folluwing.first knowledge ofthe,occurrence. This report must
outline the actions taken or proposed to be taken to -ensure. that the problem does not recur.
IV. INSPECTIONS
1. , ' Adequate inspection, maintenance, and cleaning shall be provided -by thu Perms tee to =
insure proper operation of the subject facilities.
3

2. Any duly authorimd officer, Cnipluycc, or T-uprc-suntalivc of the Divisions of Water Quality
may, upon presentation of credentials, enter and inspect any property; premises or place on
or related to the disposal site or facility at any reasonable time far the purpose of
determining compliance with this permit, stay inspect or copy any rocords that must No
maintained under the terms and conditions of this permit'. and may obtain samples of
groundwater, surface water; or leaclate.
V . GENERAL CONDITIONS
1 This permit shall become voidable unless the -facilities are c 6nstructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data
2. This permit is effective only with respect to the nature and volume. of wastes described in
the application and other supporting data.
3. This permit is not transferable. in the event there is a desire for the facilities to e.hutge.
ownership, or there is a natne. change of the Permittee, a formal permit request must he
submitted to the Division of Water_ Quality accompanied by an application fee,
documentation from the parties involved. and other supporting ]nuterials as may be
appropriate. The approval of this request will be considered; on its merits and may or may
not be approved.
4. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the T)ivisior3 of Water Quality'in Accordance with
North Carolina General Statute 143-215.6(a) to 143-2 i5.6(c).
5._ The issuance of this permit does not preclude the Pertnittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other ,government.
agencies (local, state, and federal) which have jurisdiction, ;
6. Prior to any transfer of. this lanes, a notice shall he given in the new land owner that gives
full details of'the materials applied at flus sire.
7. " " `Tbji 'Permit may he fcvoked if •the Permitfee falls to bide by the conditions -of the
"Operation and Maintenance Agreement" previously signed, by the Permittee.
8. A set of approved plans and specifications for the subject protect must be retained by the
Pertnittee for the life of the project.
9. The Pern»flee, at least six (6) months prior to the expiration cif this permit, shall request its
- - extension, Upon receipt of the request. the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the Permit for such period of lime
and under such conditions and limitations aS it may deem appropriate.
Permit issued this the twenty-first,day of May, 1997.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
X - ze-
i ----A. Preston Howard, Jr., P,E,, Director
Division oFWater Quality
By Authority of the Enviromnental Management Commission
Permit dumber WQ0002882

OPERATION AND MAINTENANCE AGREEMENT
SINGLE FAMILY RESIDENCE WASTEWATER TREATMENT SYSTEM
'DIVISION OF WATER QUALITY
Owner:
Address: / '//0 Sci vt�✓1 1, a ti o. -u n...ti�v-A , tO,-v', S
Disposal Method: SPRAY IRRIGATION DRIP IRRIGATION (Circle One)
County: `)»_
Permit No. IV 0 0 0 0 7 9 8�
I agree to operate and maintain the wastewater treatment system as follows:
1) The'Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system, ,including, but not limited to, the following items:
a) The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be
checked and cleaned at the same; frequency of the septic tank.'
b) Check one:
Nrl"The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide
proper chlorination.
❑ The ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned
and/or replaced to ensure proper disinfection.
c) The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same time interval as the septic tank is pumped out.
d) The irrigation system shall be inspected monthly to make certain of proper operation,' that
vegetative growth does not interfere with the system inspection or operation, that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no objectionable
odors are being generated.
2) Failure of the Permittee to properly operate this system.is subject, to a penalty up to $25,000 per day.
3) Failure to meet the permit conditions or violation of the State's surface or groundwater regulations will
require evacuating the dwelling and may void the permit.
I understand the above requirements and agree to these terms as part of the issued permit.
Owner Signature: c Date:
Owner Signature: Date: D/
Notary Signature: Notary Seal:
Date: /Os-zo / Commission Expiration: OFFICIAL SEAL
NODW vueuc - NO". wraru
MOORE COUNTY
SFR O&M 04/01 NANCY R HOPKINS
QMYCSSCN DES AP'VE2n

G-
ate of North Carolina
►nvironment and Natural Resources
1si
ion of Water Quality
')ENCE SURFACE IRRIGATION SYSTEM
iIIT APPLICATION
E PHOTOCOPIED FOR USE AS AN 00G..DVf[L)
Ulnber: (to be completed by DWQ for now projects)
fof the facility. If a company or corporation it must be registered
3. Name and complete address of applicant: /MA't� ze. cL + ) L� �
City..1_ �? � 1a State: IIrG Zip: 3a
Telephone number: (a/ Facsimile number: ( ) llY j�:
f
Email Address: ►� I�t.-��vc.►"J
4. County where project is located: o3za=&
S. Fee submitted: S
6.
7.
D"o 0
(See Instruction C.)
city: � state: Pli- __ Zip: D
T
Telephone number: ( i) 3,;i io - 3 j 16 Facsimile number: (.S 7 D } S s � (o —-
Name and affiliation of contact person who can answer questions about project: cJ r.• titi
:.r 1
Gr+- - _� - _Email Address.5" .,", SW-0- f•�
H. PERMIT IN1" ORMATIUN:
I. Project is. new _ modification; �renewal without modification
Note: Renewals without modifications should just fill out sections I & 1I; sign the applicants signature on
Page b; and attach Form Sf R O&M 04101.
2. If this application is being submitted as a result of a modification to or renewal of an existing permit,
provide: existing permit number W b o D, A $ �- and the issuance date 9' U 43 ) j
3. Ifproject includes any stream or wetland crossings, provide date when Nationwide 12 or 404 permit was
submitted for approval:
IIL INFORMATION ON WASTEWATER:
1. Volume ofwastewater generated by this project: gallons per day
2. Explanation of how wastewater flow was determined (I SA NCAC 2 .0219�1} RCkIVF_D
%A/ PQ ni [A[ rry eCP1
JAN 3 1 2002
FORM-
Page 3 of 6
NON -DISCHARGE PERMITTING

Professional Engineer's Certification:
11 , attest that this application for
has been reviewed by me and is
accurate, complete and consistent with the information supplied in the engineering plans, calculations, and all
other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this
submittal package may have been developed by other professionals, inclusion ofthese materials under my signature
and seal signifies that I have reviewed this material and havejudged it to be consistent with the proposed design.
Note: In accordance with NC General Statutes 1 d3-215.6A and 143 215.6B, any person who knowingly makes
any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor
which may include a One not to exceed S10,000 as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification:
I,Oldi�, �u attest that this application for .+L;.�+.y-�- ✓ �1
2 has been reviewed by me and is
ccumte and complete to the best of my knowledge. I understand that if all required parts of this application are
not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and
143-215.6B, any person who knowingly makes any false statement, representation, or certification in any
application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as
civil penalties up to $25,000 per violation.
Si$rrature: Date:
'PnD ►X.
=y RECEIVED
WATER .QUALITY SECTION
' LN 31 2002
j NON -DISCHARGE PERMITTING
Pave 7ofb '._

State of North Carolina
V�15epartment of Environment
and Natural Resources _
Division of Water Quality
Michael F. Easley, Governor
William G.'Ross, Jr., Secretary.
Gregory J. Thrope, Ph.D., Acting Director
WQ Permit Number
Permittee
NCDENR'
Eww;ohNChlT ANC N.T.JRAL
Non -Discharge Compliance Inspection
WQ6002882 County Moore
Hoag, Maurice H & Courtney K- Npdes Number(s)
Issuance Date 2/22/2002
Expiration Date 1/31/2007
Soc Issuance Date Soc ExpirationDate
Permittee Contact Maurice H Hoag Phone Permittee Contact 910-949-3618
ORC Certification #
ORC Name Phone ORC,
24hr Contact Name Phone 24hr
Reason For Inspection (Select One) 10 Routine O Complaint O Follow -Up.- O Other...
Type Of Inspection (Select One) 10 Collection System Spray Irrigation O Residual
Inspection Summary
ha.item.s..in,the.inspecxi�n.:che�klist�da..ns�t.apply...tea..suck.:a..trJeatme.rxt.s�ysxern...H.avuever,.xhis...
tem..appaar.$.to.kta. wall.xnainxainad.and. aR.araxad.,..T.he. at��!.icat!.Qa.$ite:i..��daa..thy.........................
�a�aAar�g.and.laxvr�.i�n..fxax�t..pf..the..Haag.baus halsf.........:...........................................................................................
................................................... :.........:...................:..................:..................................................................................................:...................
..........................................................................................................................................................................................................................
........................................................ :........................................................................................................................................................ :.........
.................... :.................................................................................. .............. ......................................................................................................
.................................................... ............ :................................... :.....................................................................................................................
Inspector's Name
Ken Averitte
Phone Inspector
910-486-1541
Inspection Date
1/25/2002
Inspector's Title Env. Spec. II
Fax Inspector . 910-486=0707
page 1

Non Discharge Compliance Spray Irrigation Inspection
Permittee Hoag, Maurice H & Courtney K-
Permit Number WQ0002882
Inspection Date 1/25/2002
O REUSE (Golf Courses) O ACTIVATED SLUDGE SPRAY, HR O INFILTRATION SYSTEM
O RECYCLE/REUSE O ACTIVATED SLUDGE DRIP, LR
O LAGOON SPRAY, LR (0) SINGLE FAMILY SPRAY, LR
O ACTIVATED SLUDGE SPRAY, LR O SINGLE FAMILY DRIP
Treatment
Were Treatment facilities consistent with those outlined in the current permit? OO Yes O No
Did all treatment units appear to be operational, if no note below? OO Yes O No O N/A
List any action items necessary per unit.
Lagoons
Primary (check any unit present)
Influent structure, (free of obstructions)
Banks/berms (are there signs of seepage or erosion)
Vegetation, (is there excessive vegetation on the lagoon bank that makes Inspection difficult)
Liner (If visible is it tact)
Baffles/curtains, (in need of repair)
Freeboard; (>2 feet from overtopping)
Evidence of overflow, (vegetation discolored or laying down/broken)
Unusual color, (very black, textile colors)
Foam,( are antifoam agents used)
Floating mats (sludge, plants)
Excessive solids buildup (from bottom)
If present are aerators/mixers operational
Effluent Structure (free of obstructions. easily accessible)
Secondary (check any unit present)
Influent structure, (free of obstructions)
Banks/berms (are there signs of seepage or erosion)
Vegetation, (is there excessive vegetation on the lagoon bank that makes Inspection difficult)
Liner (If visible is it tact)
Baffles/curtains, (in need of repair)
Freeboard, (>2 feet from overtopping)
Evidence of overflow, (vegetation discolored or laying down/broken)
Unusual color, (very black, textile colors)
Foam,( are antifoam agents used)
Floating mats (sludge, plants)
Excessive solids buildup (from bottom)
If present are aerators/mixers operational
Effluent Structure (free of obstructions. easily accessible)
Influent pump station
Are all pumps present?
Bypass line or structure present?
Yes O No O N/A
O Yes _O No O N/A
page 2

Non Discharge Compliance Spray Irrigation Inspection
Permittee jHoag, Maurice H & Courtney K-
Permit Number IWQOOq,2882
Inspection Date 1,
/25/2002
Barscreen
Was it maintained? 10 Yes O No
Was it free of excessive debris? 10 Yes O NoO N/A
Were the bars evenly spaced? 10 Yes O No N/A
Were the bars free of corrosion? 10 Yes O No N/A
Aeration Basin
Was the aeration pattern even across surface of unit? 10 Yes O No O* N/A
Was it easily accessed? 10 Yes O No N/A
Clarifiers
Were the weirs level? 10 Yes O No N/A
Was the scum rack operational? 10 Yes O No N/A
Was it easily accessed? 10 Yes O No
Return Pu
Were they in place?
Were they operational?
JU Yes O No O N/A
Yes O No O N/A
Filters
Was the filter media present? O Yes O No I�iiA
Was the air scour operational? 10 Yes O No � NIA
Was the clear well free of excessive solids? O Yes O No * N/A
Sludge Storage/ Treatment
Was the aeration operational?
Was the aeration pattern even?
If required are Sanitary "T's" present in tankage?
Disinfection
Storage
Yes O No O NIA
0 Yes O No O NIA
Yes O No O N/A
If gas, was cylinder storage safe? 10 Yes O No O N/A
Is it a dual feed system? 10 Yes *No O N/A
Was the system working? O Yes O No O N/A
If tablets:
Were tablets present? * Yes O No O NIA
❑ Lagoon ❑ AST ❑ UST ® Septic Tank ❑ Drying Beds ❑ Concrete Storage Pads
How many months storage? 15 days
Was spill control plan on site? 10 Yes * No O N/A
If Applicable:
Was lagoon lined?
Above Ground Tank
Under Ground Tank
❑ Aerated ❑ Mixed Aerated Hp:
❑ Aerated ❑ Mixed Aerated Hp:
O Yes O No O N/A
Mixed Hp:
Mixed Hp:
page 3

J
Non Discharge Compliance Spray Irrigation Inspection
Permittee jHoag, Maurice H & Courtney K-
Permit Number IWQ0002882
Inspection Date 1/2512002
Record Keeping
Was a copy of current permit available? Yes .O No O N1A
Were monitoring reports present: NDMR 10 Yes O No 0 N/A
NDAR 10 Yes O No O• N/A
Were operational logs present? 10 Yes O No •O N/A
Were lab sheets availiable for review? 10 Yes O No •O N/A
Did lab sheets support data represented on NDMR or NDAR? 10 Yes O No 0 N/A
Were annual soil reports available? 10 Yes . O No N/A
Were Operation and Maintenance records present? 10 Yes O No * N/A
Were Operation and Maintenance records Complete? 10 Yes O No O• NIA
Has permittee received any public compliants in the last 12 months? 10 Yes O• No O N/A
Disposal
Were buffers adequate?
• Yes O No O N/A
Is the cover crop type specified in permit?
O• Yes O No O.N/A
Was the site condition adequate (improvement)?
4) Yes O No O NIA
Was the sight free of runoff / ponding?
O• Yes O No ON/Al
Was the acerage specified in the permit being utilized?
O• Yes O No ON/Al
Was application equipment present and operational?
O• Yes O No O N/A
Were the slopes on disposal field non -limiting?
O• Yes O No O NIA
Are monitoring wells called for in permit?
10 Yes O• No O N/A
Was there access restrictions and / or signage?
10 Yes O• No O N/A
page 4

7-b
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
January 23, 2002
MAURICE & COURTENAY HOAG
140 SOUTH LAKESHORE DRIVE
WHISPERING PINES, NC 28327
Subject:
Dear Mr. & Mrs. Hoag:
ik"_�
NCDENR
LINA DEPARTMENT OF
1
Application No.EWQ0002882
Additional Information Request
Hoag Single Family Residence
Spray Irrigation — Renewal
Moore County
The Non -Discharge Permitting Unit has completed the preliminary engineering review of your
renewal application package received on November 7, 2001..However, additional information is
required before we may complete our review. Please note that a review by the Water Quality Section of
the Division of Water Quality's (Division) Fayetteville Regional Office is still pending and additional
requests for information may be necessary. Please address the following items no later than February
22, 2002.
General:
1. The submitted application states that Maurice Hoag is the only applicant, however, the
original permit was issued to both Maurice and Courtenay Hoag. Please submit three (3)
new copies of the application with both Maurice and Courtenay Hoag as the applicants on
Section I.1. Please also ensure that both of you (Maurice and Courtenay Hoag) sign the
Applicant's Certification on the final page of the application.
Please reference the subject permit application number when providing the requested
information: Three copies of all should be submitted to my attention at the address listed below. Please
note that failure to provide this additional information on or before the above requested date can result in
your application being returned as incomplete. If you have any questions regarding this request, please
call me at [phone], extension 533. Thank you for your cooperation and timely response.
Sincerely,
zzt"
Nathaniel D. Thornburg
Environmental Engineer
Non -Discharge Permitting Unit
cc: IFayettevilie Regional Office -Water Quality Section
Permit File WQ0002882
ES
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
A� Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

a
State of North Carolina
Department of Environment, -
Health and Natural Resources
Division of Water Q{uality".
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., ,P..E., Director
Mr. and Mrs. Maurice Hoag,
140 South Lakeshore Drive
Whispering -Pines, North Carolina 28327 '
MAI
A&4
[DIEH" V�ED
May 21, 1997 n'IA Y 2 2 19 '
AYC-7 �k
Subject: Permit No. WQ0002882
Maurice -and CourtenayHoag
Single Family Wastewater
Spray Irrigation Facility
Moore County
Dear Mr. and. Mrs. Hoag:
In accordance with your.application received March 25, 1997, we are forwarding.herewith Permit -
No. WQ0002882, dated May 21,_ 1997, to you for the :continued operation of the subject single.ffamily
Wastewater treatment and spray irrigation facilities.
This permit shall -be effective from the date of -issuance until April 30, 2002, shall void Permit No.
WQ0002882, issued March 19,.1990, and shall be;subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements in this permit. Failureto establish.
an adequate system for collecting and maintaining -the -required operational information will result in future
compliance problems.
If any parts, requirements,- or limitations contained -in, this,permit are unacceptable, you have the
I
ight to request -an adjudicatory hearing upon written request'within thirty (30) days following receipt of
this permit: This request'must be in the,form-of a written petition, conforming. to Chapter 150B of the
North Carolina General Statutes, and filed with the Office- of Administrative Hearings, P.O. Drawer
'27447, Raleigh, NC 27611-7447.-•Unless such demands are made this permit shall be final and binding.
If you need additional information. concerning this matter, please,coniact Rick Moore at (919) 733-
5083 extension 527.
Sincerely
cc:
. Preston Howard, Jr., P.E. -
Moore County Health Department
gay MeRegionaLOfficeT,Water QuuluYSetion
Training and Certification Unit,(no revised rating) .
Facilities Assessment Unit
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

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
SINGLE FAMILY SPRAY IRRIGATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Maurice and Courtenay Hoag
Moore County
continued operation of a 480 GPD spray irrigation wastewater treatment and disposal system consisting of
a 500 GPD "Chromaglass Model CA5" aeration package unit designed for single residences, a tablet
chlorinator, 2, 1,200 gallon storage/pump tanks in series with a 16 GPM irrigation pump, and a 10,000 ft2
spray irrigation area to serve the Hoag Residence, with no discharge of wastes to the surface waters,
pursuant to the application received. March 25, 1997, and in conformity with the project plan,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment, Health and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until April 30, 2002, shall void Permit No.
WQ0002882, issued March 19, 1990, and shall be subject to the following specified conditions and.
limitations:
I. PERFORMANCE STANDARDS
The spray irrigation facilities shall be effectively maintained and operated at all times so that
there is no discharge to the surface waters, nor any contamination of ground waters which
will render them unsatisfactory, for normal use. In the event that the facilities fail to
perform satisfactorily, including the creation of nuisance conditions or failure of the
irrigation area to adequately assimilate the wastewater, the.Permittee shall take immediate
corrective actions including those actions that may be required by the Division of Water
Quality, such as the construction of additional or replacement wastewater treatment and
disposal facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages
to surface or groundwaters resulting from the operation of this facility.
3. The residuals generated from these treatment facilities must be disposed in accordance with
General Statute 143-215.1 and in a manner approved by the North Carolina Division of
Water Quality.
4. Diversion or bypassing of the untreated wastewater from the treatment facilities is
prohibited.

5. , The following buffers shall be maintained:
a) 400 feet between wetted area and any residence or places of public assembly under
separate 'ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between treatment/storage units and any wells, and
g) 50 feet between treatment units and property lines.
Some of the buffers specified above may not have been included in previous permits for
this waste treatment and disposal system. These buffers are not intended to prohibit or
prevent modifications, which are required by the Division, to improve performance of the
existing treatment facility. These buffers do, however, apply. to modifications of the
treatment and disposal facilities which are for the purpose of increasing the flow that is
tributary to the facility. These buffers do apply to any expansion .or modification of the
spray irrigation areas and apply in instances in which the sale of property.would cause any
of the buffers now complied with, for the treatment and disposal facilities, to be violated.
The applicant is advised that any modifications to the existing facilities will require a permit
modification.
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the facility by the Certification Commission, the Permittee shall
employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of
the wastewater treatment facilities. The operator must hold a certificate of the type and
grade at least equivalent to or greater than the classification assigned to the wastewater
treatment facilities by the Certification Commission. The Permittee must also employ a
certified back-up operator of the appropriate type and grade to comply with the conditions
of Title 15A, Chapter 8A, .0202..The ORC of 'the facility must visit each Class I facility at
least weekly and each Class II, III, and IV facility at.least daily, excluding weekends and
holidays, and must properly manage and document daily operation and maintenance of the
facility and must comply with all other conditions of Title 15A, Chapter 8A, .0202. Once
the facility -is classified, the Permittee must submit a letter to the Certification Commission
which designates the operator in responsible charge within thirty days after the wastewater
treatment facilities are 50% complete.
3. A suitable year round vegetative cover shall be maintained. --
4. Irrigation shall not be performed during inclement weather or when the ground is in a
condition that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the spray field.
6. The application rate shall not exceed a cumulative loading of 42 inches over any twelve (12)
month period at an instantaneous application rate not to exceed 0.3 inches per -hour.
7. The facilities shall be effectively maintained and operated, as a non -discharge system to
prevent the discharge of any wastewater resulting from the operation of this facility.
8. No type of wastewater other than that from the Hoag Residence shall be sprayed onto the
irrigation area.
2

V
9 . In the event that the sprinkler heads fail to achieve .the design diameter due to obstructions,
the obstructions shall be removed or the sprinkler heads shall be raised and supported to
such height that the design diameter is achieved.
10. No traffic or equipment shall be allowed on the disposal area except while installation
occurs or while normal maintenance is being performed.
11. The spray irrigation field shall be fenced with at least a two strand wire fence.
12. The Permittee is responsible for the operation and maintenance of the entire treatment and
disposal system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed.
b . The tablet chlorinator shall be .checked every week. Tablets shall be added so as to
provide proper chlorination.
c. The storage, pump, and alarm systems shall be inspected weekly. The scum layer shall
be removed at the same interval as the septic tank is cleaned out.
d. The spray system shall be inspected weekly to make certain of the sprayers proper
operation, that the vegetative growth allows a proper spray pattern, that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no
objectionable odors are being generated.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring deemed necessary by the Division of Water Quality to insure surface and
ground water protection will be established and anacceptable sampling reporting schedule
shall be followed.
2. The Permittee shall maintain records of all maintenance performed on the system and
irrigation area, as required in Condition II 12 for a minimum of five years. This
information shall be provided to the Division of Water Quality upon request.
3. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone
number [phone] as soon as possible, but in no case more than 24 hours or on the
next working day following the occurrence or first knowledge of the occurrence of any of
the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater treatment, such as mechanical or electrical failures of
pumps, spray heads, etc.; or
b. Any failure of a pumping station or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or
facility.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within five (5) days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur.
IV. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
insure proper operation of the subject facilities.

2. Any duly authorized officer; employee, or representative of.the Division of Water Quality
may, upon'presentation;of credentials; -enter and :in_spect any property, premises or,plade on
or related to .the disposal site or".,facility at any reasonable time for.the purpose, Of,
determining complianee;with'this permit; may. inspect or copy_ any records that must be
maintained under .the terms and conditions, of this permit; .and may :obtain samples of
groundwater,:surface water, -or leachate. Y ;
V . GENERAL CONDITIONS
1. This permifshall become voidable unless -the facilities are.constructed maccordance with`;
-the conditions of this .permit; the approved plans -and specifications, and other supporting.
data.
This permit is' effective"only with respecfto=the�naiure and volume of wastes" described, in
the -application and other. supporting data.
3.. ' This permit is not'transferable: In-the:event there is a, desire for the facilities to change
ownership;' or there is a name change of the Permittee-1, a formal.permit request must be '
_submitted to .the Division . of Water Quality` . accompanied ' by � an ; application fee,,
documentation from .the parties' involved, and ;other supporting materials as maybe
appropriate.- The approval of this request will be, considered.on its merits and may or may
not. be approved,
A.- Failure to�abide by the conditions andlimitations contained in,this permit nay subject the ;
Permittee to an enforcement action by, the Division of Water Quality in accordance=with
North -.Carolina General Statute 143-21$,6(a) to 143-215.6(c).
5 . The issuance of this per does not preclude the Permittee from- complying 'with any and
all. statutes rules, regulations,; or ordinances which may beimposed-by other- `government '
agencies (local, state,, and federal) which,have jurisdiction_ =
6. Prior to any,.transfer of_ this land, a notice .shall be given to the new land owner that gives
full details. of the materials appliedjat.this site. '
7.- This permit may be revoked if the Perinittee, fails to abide by'the, conditions of the ..
"Operation and:Maintenance. Agreement" previously 'signed�by the Permittee.
8 A set of approved plans' and specifications. for the subject'project,must be -retained by the
Permittee,for the life of the project
9 : The. Permittee; -at leasi'six (6) month"§ "prior to the, expiration- of this permit; shall request, its
extension.: Upon receipt, of "the request,. the' Commission will review the adequacy, of .the
facilities described` therein; and if warranted; will extend the Permit for such period of time
and; under such conditions and limitations as it may deem appropriate: „
Permit issued this the. twenty first day of May, 1997:
NORTH CAROLINA-ENVIRONMENTAL'MANAGEMENT COMMISSION
A .Preston, -Howard, Jr:; P E., -Director
Division, Water- Quality
By Authorlty'of-the Environmental Management Commission `
Permit Number WQ0002882 ,;.

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DIVISION OF WATER QUALITY
May 7, 1997
MEMORANDUM
TO: Kim Colson, Group Supervisor
State Engineering Review Group
FROM: Ricky Revels, Enviroz4 Tech. IV
Fayetteville Regional Office
SUBJECT: Issuance of WQ0002882
Maurice H. Hoag
Single Family Spray
Moore County
Please find enclosed the staff report and recommendations of the Fayetteville Regional
Office concerning the issuance of subject non -discharge permit.
If you have any questions or require any further information, please advise.
Enclosures

SOC PRIORITY.PROJECT: Yes No
If Yes, SOC`No.
To:Permits and Engineering Unit
Water Quality Section
Attention: Rick Moore
Date: May 9.1997
NON -DISCHARGE STAFF REPORT AND RECOMMENDATION
County: Moore
Permit No. WQ0009527
PART I -GENERAL INFORMATION
1. Facility and Address: Maurice H. Hoag
140 South Lakeshore Drive
Whispering Pines, NC 28327
2. Date of Investigation: February 17, 1997
3._ Report Prepared by: Ricky Revels, Environmental Technician IV, FRO
4. Persons Contacted and Telephone_ Number: Maurice K ,Hoag
910-949-2212' / 910-295-6055
5. Directions to Site: The site is located on a'peninsula on the western end of Thaggards Lake,
off SR-1802. From SR-1802, turn onto South Lakeshore Drive in Whispering Pines. Follow
South Lakeshore to Pine Ridge to South Lakeview Drive. „The site is located -on South Lakeview
Drive.
6. Size (land' available for expansion and upgrading): approximately 4 acres total
7: Topography (relationship to 100-year flood plain included): Relatively flat
' -Attach-a U.S.G.S. map extract and indicate facility site.
U.S.G.S. Quad No.: U.S.G.S. Quad Name:
-F 21 SW Carthage, NC
Latitude: 350 16' 05" Longitude: 79' 22' 30"
8. Any buffer conflicts with location of nearest dwelling and, water supply well? Yes_ No X
If Yes, explain: .

PART I - GENERAL INFORMATION. (continued)
9. Watershed Stream Basin Information: Little River (Lower Little River) (Thaggards Lake)
a. Watershed Classification: WS-III & B-HQW
b. River. Basin and SubbaSfif : . "-03-07-50
c., Distance to surface water from disposal. system: 125 feet
PART H - DESCRIPTION OF WASTES AND TREATMENT WORKS
1 • a. Volume: 0.0000500 MGD (Design Capacity)
Residuals: N/A.' tons per year
b. Types and quantities of industrial wastewater: N/A
C. Pretreatment Program (POTWs only): N/A
in development _ approved
should, be required _ not needed
2. Treatment'Facilities
a. What is the current permitted capacity of the facility:' 0.000500 MGD
b. What -is the actual treatment capacity ofthe current facility (design volume)?
0.000480 MGD - spray irrigation limited
C. Please provide a description of existing or substantially constructed wastewater
treatment facilities:
The existing ,treatment plant is a 500' GPD-CA5 sequencing batch reactor package type
treatment system manufactured by Cromaglass Corporation. This unit discharges
approximately 85 gallons/dose up to 6 times daily. Treated effluent is disinfected in a.
table type chlorinator prior to flowing into a five (5) day storage unit consisting of two
precast 1,200 gallon (each) septic tanks in series.,,

PART H - DESCRIPTION OF WASTESAND TREATMENT WORKS (continued) .
d. Please provide a description of proposed wastewater treatment facilities: N/A
3. Residuals handling and utilization/disposal scheme:
a. If Residuals are being land -applied, please specify DWQ permit no.
Residual Contractor:
Telephone Number:
b. Residuals stabilization: PSRP- PFRP ' . Other X.
c. Landfill: N/A
d. Other disposal/utilization scheme (Specify):
Residuals generate from this single family treatment system are presently being
removed by approved septage haulers:
4. Treatment plant classification (attach completed rating sheet): N/A
5. SIC Code(s): : 4952
Wastewater' Code(s) of actual wastewater; not, particular'facilities, i.e., non -contact cooling water
discharge from a metal plating company would'be 14, not 56. .
Primary 04 Secondary
Main Treatment Unit Code: 110 0 7
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructedwith Construction. Grants Funds (municipals only)? N/A
2. Special monitoring requests: N/A
3. Important SOC, JOC or Compliance &hedule dates (please indicate): N/A
Date
Submission of Plans and Specifications .
Begin Construction
Complete Construction
4. Other Special Items: .N/A'.

PART IV - EVALUATION AND RECOMMENDATIONS
It is the recommendation of the Fayetteville Regional Office that this permit should be issued for an
additional permitting period.
Signature
Water Quality Regional
Date

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State of North Carolina
Department of Environment, _
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
MAR. 3 1.1997
March 26-, 1997
FAYETiEVILLE
MR:'MAURICE H. HOAG BEG. OFFICE
MAURICE H. & COURTNEY K. HOAG
140 S. LAKESHORE DRIVE
WHISPERING PINE, NORTH CAROLINA '28327
Subject: Application No. W90002882
Hoag SFR Spray
Name Change
Moore County
Dear MR. HOAG:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on March 25, 1997. This application has been. assigned the number listed above.
Your project has been assigned to Rick Moore for a detailed engineeringreview. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office, copied -below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.'
If you have any questions, please contact Rick'Moore at [phone] extension 527. If the engineer
is unavailable, you may leave a message on their voice mail and they will.respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
Sincerely,
i
�(l o S llins,. P.E.
U Supervisor, Permits &Engineering Unit
CC' Faygtte-01e_Regional_Office I o2r uC.1 r
{pow 3�a�
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535' Telephone [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
t nt of Environment Health and Natural Resources
Depar me 9
Division of Environmental Management
Non -Discharge Permit Application Form
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
COPY
SPRAY IRRIGATION DISPOSAL SYSTEMS
I. GENERAL INFORMATION:
1. Applicant's name (please specify the name of the municipality, corporatio individu tc.):
N1G1,1rlt� E-t_t� �o �- �Dur��y�ay K. HCG(AG
2. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
Rckuv i t P S-}c�CtG
3. MailinQ address: 1 `t0 S. Lo _ eS h D r e b r i Ve-,
City: ki hi 11 sec i n P1111e 5 State: N C Zip:
Telephone Number( l0 - ) Q q9 �36
4. Project Name (subdivision, facility, or establishment name - should be consistent -with project name on plans,
specifications, letters of flow acceptance, Operational Agreements, etc.):
Savn
5. Location of Spray Irrigation Facility (Street Address): 21
State:
6. Latitude: - ; Longitude
Zip:
of Spray Irrigation Facility
7. Contact person who can answer questions about application:
Name: �%,aUr i C� � Telephone Number: ( `1 1 o
8. Application Date: MIA
9. Fee Submitted: S
10. County(ies) where project is located:
II. PERMIT -INFORMATION:
[The permit processing fee•should be as specified in 15A -NCAC 2H .0205(c)(5).]
1. Application No. (will be completed by DEM): W Q L 00
2. Specify whether project is: new; enewal*; - modification
* For renewals, complete only sections I, II, and applicant signature (on page 7). Submit only pages 1, 2, and 7 (original
and three copies of each). Engineer's signature not required for renewal without other modifications.
3. If this application is being submitted as a result of a renewal or modification to an existing permit, list the existing permit
number W 00 0 and its issue date 30% 9 G
4. Specify whether the applicant is public or rvate.
FORM: SIDS 06/94 Page I of 8

III. INFORMATION ON WASTEWATER:,
s +
a� d _ Domestic;
% Commercial % Industrial;
t:
,
% Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater, such as school, subdivision, hospital,
commercial, industrial, apartments, etc.:
3. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving
wastewater treatment facility:
4. Volume of wastewater generated by this project: 80 gallons per day
5. Explanation of how the wastewater volume was determined: 0 /7 V�',
/y`-t nk1� �ti�y� tip' - - r.�� J , �l n �.,�n- N�a Cyr( cti1 ✓�es�r�rf c�n,(a •—
o� D�
6. Brief project•description:
IV.i FACILITY DESIGN CRITERIA FOR SINGLE FAMILY SPRAY IRRIGATION
1. Number of bedrooms: x 120 GPD per bedroom = gallons (minimum 240 GPD design flow per home).
2. Dimensions of baffled septic tank: ft. by ft. by ft.
3. Volume of baffled septic tank: gallons.
4. Check the categories that apply for the sand filter: surface; subsurface; single; dual;
I
in series; in parallel; recirculating; pressure dosed.
5. a) Primary sand filter dimensions: ft. by ft = square feet. a'
b) Sand filter surface loading rate: GPD per square foot.
6. a) Secondary sand filter dimensions (if applicable) ft. by ft. = square feet.
b) Secondary sand filter surface loading rate (if applicable) GPD per square foot.
7. Type of disinfection:
Volume of contact tank:: gallons; and detention time:
8. Volume of storage provided: gallons; Storage time provided: _
NOTE: A minimum of 5 days storage must be provided in the pump/storage tank.
9. Volume of pump tank: gallons; number of pumps in pump tank
1 10. Capacity of pumps in pump tank:
I
11. Specify which high water alarms have been provided:
I
I '
I
Cep
minutes
days
audible and visual; auto dial
FORM: SIDS 06/94 Page 2 of 8

12. Specify the following information for the spray nozzles: psi; GPM
13. Specify the loading rate recommendation, as determined by the soils scientist:
inches per hour; inches per week; inches per year
14. Specify the square footake of the wetted irrigation area: square feet,
and the cover crop:
15. Specify the loading rate thamill occur on the spray irrigation field:
inches per hour, inches per week; inches per year
16. The project must conform to the following buffers (and all other applicable buffers):
a) 400 feet between wetted -area and any residence under separate ownership;
b) 150 feet between wetted area and property lines, 200 feet in coastal areas;
c) 100 feet between wetted area and a potable well;
d) 100 feet between wetted area and drainage ways or surface waters;.-
e) 50 feet between wetted area and public right -of -ways;
f) - 100 feet between wastewater treatment units and a potable well;
g) 50 feet between wastewater treatment units and property lines.
17. If any of the buffers specified in No. IV. 16 above are'not being met, please explain how the proposed buffers will provide
equal or better protection of the Waters of the State with no increased potential for nuisance conditions:
18. NOTE: If excavation into bedrock -is required for installation of the septic tank or sand filter, the respective pit must be .
lined with at least, a 10 mil synthetic liner. The engineer's'signature and seal on this application acknowledges a
commitment to c._. t`iis-rdquirement.
19. The spray irrigation field must be fenced with a minimum two strand barbed wire fencing. Brieflyaescribe the fencing:
V. FACILITY DESIGN CRITERIA FOR OTHER THAN SINGLE FAMILY. SYSTEMS
1. Provide a brief listing of the components of this treatment and disposal system, including dimensions and capacities of
tanks, pumping facilities, 'nozzles, high water alarms, filters, lagoons, package treatment units, disinfection facilities; -
irrigation system, etc.:
j
2. Name of closest downslope surface waters:
3. Classification of closest dowmslope surface waters: (as established by the Environmental Management
Commission and'specifred,on page 6 of 8 of this application).
4. If -a power failure at the pump -station could impact waters classified as WS, SA, B, or SB, describe which of the measures
are being implemented to'prevent such impact, as required in 15A NCAC 2H .0200:
FOR11: SIDS 06/94 Page 3 of 8

5. Specify the loading rate recommendations as determined by the soils scientist (The Division will considered higher loading
rates in the dry months [June 1 - September 301 depending on the soils scientist recommendations). If only one loading
rate will be proposed, that rate must be the most restrictive loading rate.
Dry Months (June 1 - September 30) inches per hour; inches per week
Wet Months (October 1- May 31) inches per hour; inches per week
Recommended Maximum inches per year
i .
6. For industrial wastewater, an analysis of nutrients, heavy metals totals, and synthetic organics must be provided along with
appropriate calculations showing the loading rate, based on the most limiting constituent. The chemical analysis must
include, but shall not be limited to: Total Organic Carbon, Biochemical Oxygen Demand, Chemical Oxygen Demand,
Chlorides, Phosphorus, Ammonia, Nitrates, Phenol, Total Trihalomethanes, Toxicity. Characteristic Leaching Procedure
Analyses, Total Halogenated Compounds, Total Coliforms, and Total Dissolved Solids.
What is the limiting non -hydraulic constituent for this wastes pounds per acre per year of
7. Specify the square footage of the wetted irrigation area: square feet,
and the cover crop:
8. Specify the hydraulic loading rate that will occur on the spray irrigation field:
j
I Dry Months (June 1 - September 30) inches per hour; inches per week
i
Wet Months (October I - May 31) inches per hour; inches per week
Maximum Application inches per year
lbs. per acre per year of- (limiting constituent)
9. Is hydraulics the limiting constituent? Yes; No.
10. Specify the storage volume required by the water balance: gallons; days
11. Volume of storage provided: gallons and yields: ` days
NOTE: Minimum thirty days required at the design flow rate.
12. If any of the applicable buffers noted in IV.16 are not being met, please explain how the proposed buffers will provide
equal.or better protection of the Waters of the State with no increased potential for nuisance conditions:
:3. The treatment and spray irrigation facilities must be posted and secured -in some fashion to prevent unauthorized entry.
i
Briefly describe the measures being taken:
14. Is the treatment.f lty capable of treating the wastewater to at least secondary limits prior to storage (BOD5 S 30 mg/L;
TSS S 30 mg/L; NH3 S 15 mg/L; Fecal Coliform S 200 colonies/100 ml)? Yes No. If No, what level of
j treatment can be achieved?
j 15. Are treatment facility or spray fields located within 100-year flood plain? Yes No. If Yes, briefly describe the
protective measures being taken to protect against flooding.
16. List the Field Number of any spray fields that are located in area where the seasonal high water table is less than 3 feet
below the surface?
17. Describe the disinfection facilities that are being provided if domestic wastewater:
FOItNl: SIDS 06/94
Page 4 of 8

THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF
ENVIRONMENTAL MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS ARE
INCLUDED WITH THE SUBMITTAL
a._ One original and four copies 'of the completed and appropriately executed application form.
b. The appropriate permit processing fee, in accordance with 15A NCAC2H .0205(c)(5).
c. Five (5) sets of detailed plans and specifications signed and sealed by a North Carolina Professional Engineer. The plans must
include a general location map, a topographic map, a site map which indicates where borings or hand auger samples were taken, a
map showing the land application site, buffers, structures, and property lines; along with all wells, surface waters (100-year flood
elevation),' and surface drainage features within 500 feet of the land application site. Each sheet of the plans and the fast page of
the specifications must be signed and sealed
d. Five (5) copies of an Operational Agreement (original and 4. copies) must be submitted if,the wastewater treatment and disposal
facilities will be serving single family residences, condominiums, mobile homes, or town houses and if the subject facilities will
be owned by the individual residents, a homeowners association, or a developer.
e. Five (5) copies of all reports, evaluations, agreements, supporting calculations, etc. must be submitted as a part of the suppo�ting� Pam,
documents which are signed and sealed by the NC Professional Engineer. Although certain portions of this required subp3ittat
must be developed by other professionals, inclusion of these materials under the signature and seal of a NC Professional Eniteer
signifies that he has reviewed this material and has judged it to be consistent with his proposed design.
f. Five (5) copies of the existing permit if a renewal or modification.
f`
g. For Single. Family Systems (a through f above plus g. 1, 2, 3)
1) A letter from the local health department denying the site for any permit that the health department has the authority to isst =t
2) A soils scientist i epori (signed) which describes the soil type, color, texture through the B horizon, and recommended loading
rates with suppor^7 c4 ;ulations.
3) A signed and-noiarizcd Operation and maintenance Agreement.
h. For Other Than Singce Family (a through f above plus h. 1, 2;-3, 4, 5, 6)
1) A water balance analysis showing annual amount of wastewater that will need to be applied and the amount of land necessary
to receive the wastewater at the given loading rate. Storage requirements must be addressed and Supporting calculations
provided.
'2)"" A soils scientist report (signed) which includes texture, color, and structure of soils down'to a depth of'seven feet, "depth,
thickness and type of any restrictive horizons, hydraulic conductivity in the most restrictive horizon, Cation Exchange
Capacity (CEC), depth of seasonal high water table, soil pH, and soils map (if available).;
3) For systems treating industrial waste or any system with a design flow greater than 25,000 GPD a Hydrogeologic Report
providing the extent and lithologic character of the unconfined aquifer, transmissivity and specific yield of the unconfined
aquifer, thickness and permeability of the first confining bed, groundwater quality and direction of movement; and an
evaluation of impacts of the disposal system on water levels, movement and quality. -
4) An agronomist report (signed) which states the type of vegetation that is planned for the spray fields, along with management
and harvest schedules.
5) Proposal for groundwater monitoring.
6) .An analysis of the wastewater, including heavy metals totals and synthetic organics, along with calculations for the most
limiting constituents.
FORM: SIDS 06/94 Page 5 of 8

i
.-
This form must be completed by, the appropriate DEM regional office and included as a part of
the project submittal information.
INSTRUCTIONS TO NC PROFESSIONAL ENGINEER:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow
in which this sPmY gadon system will be constructed must be determined by the appropriatetoward)
Therefore, you are required, prior to submittal of the application package,
DEM regional office.
through'7 completed, to the r P ge, to submit this form, with items I
Page 8 of 8). At a minim appropriate Division of Environmental Management to
Water
which shows the location of this sprayst include irrigation system andby lthe do
Identof ify surface waters in which Quality Supervisor (see
Identify the closest downslope surface waters on the attached map c Once the portion f a 7.5 minute they Topographic Map
classification, reincorporate this com letedch they will be located.
P page and the t pographic map into the cc mple has etmpleted the
application form and submit the application package.
1. ;Applicant (specify name of the municipality, corporation, individual, etc.):
2.
lvame & complete address of engineering firm:
Telephone number: ( )
3. Project name:
i
4. Name of closest downslope surface waters:
5. County(ies) where the spray irrigation system and surface waters are located:
6. Map name and date:
71 NC Professional Engineer's Seal, Signature, and Date:
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these sewers will be constructed, as identified on the attached
p segment:
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Signature of regional office personnel.
i(All attachments must be signed) Date:
FORM:1 SIDS 06/94
Page 6 of 8

Name and Complete Address of Engineering Finn:
City:
Telephone Number:
Professional Engineer's Certification:
State: Zip:
I, ; attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I, have
reviewed this material and have judged it to be consistent with the proposed design'.
North Carolina Professional Engineers Seal, Signature, and Date:
Applicant's Certification:
attest that this application for �� � J o u T if 4, KP,S10RF-
I����r 7- 73o7
has been reviewed by me and is accurate and complete to fhe best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete. ` 7
Signature ' ,/ / l G'�`'� /l' - �f� " �� Date
THE CON- IPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION: -AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: (919) 733-508.3.
FAX NUMBER: [phone]
FORM: SIDS 06/94 Page 7 of 8

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DIVISION,,�OF EN--VIRONMENTAL MANAGEMENT REGIONAL
OFFICES (11/93)
t A
Asheville Regional WQ Supervisor
Washington Regional WQ Supervisor
Raleigh Regional WQ Supervisor
59 jWoodfm Place
Post Office Box 1507
Post Office Box 27687
Asheville, NC 28801
Washington, NC 27889
Raleigh, NC 27611
[phone]
[phone]
[phone]
Faz [phone]
Fax [phone]
Fax [phone]
Avery Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Bertie Lenoir
Durham Northampton
Burke McDowell
Camden Martin
Edgecombe Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Cherokee Polk
Craven Pasquotank
Granville Vance
Clay Rutherford
Currituck Perquimans
Halifax Wake
Graham Swain
Dare Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Lee Wilson
Henderson Yancy
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Faz(910)486-0707
i
I
Anson lYl•:,
Bladen Robeson
Cumberland Richmond
Harnett Sampson
Hoke Scotland
Montgomery
i
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard, Suite 100
Wirist(pnt•Salem, NC 27106
(910) c:,617607
Fax [phone]
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Sung
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
I
ll
FORM: SIDS 06/94
i
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander
Mecklenbur g
Cabamrs
Rowan
Catawba
Stanly
Gaston
Union
hedell
Cleveland
Lincoln
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Bnmsw".<,k
` ,,--iv Hanover
Carteret
Onslow
Columbus
Pender
Duplin
Page 8 of 8

DEM-P 9 E
Fax:919-733-M9 Feb 13 '97 11:10 P.02/02
OPERATION AND MAINTENANCE AGREEMENT FOR THE
DIVISION OF WATER 'QUALITY
M v�iC 4: �pq 4 COur-lei,\a� K. Hoc j
Name: Kau
Address: 5 W�f Sh o r e
City: �S u i v ' n16 State: ZIP: Zg 3), ?
Single Famil Resi ence Wastewater Treatment System
Final Disposal by Spray Irrigation
Perrot No..wQD002 B 8 )--
rnocr?i County
I agree to operate and. maintain the wastewater treatment system m follows:
The Permittee is responsible for the operation and maintenance of the entire treatment and
disposal system including, but not limited to, the following items:
a. The septic tank shall be checked every six (6) months and pumped out as required..
b. The tablet chlorinator shall be checked every week until the 'actual .usao,rati�' .'.
established and thence on a monthly basis. Tablets shall be added so as toov
proper chlorination.
C. The storage system, pump system, and alarm system shall be inspected monthly
The scum layer shall be removed at the same interval as the septic tank is ca neg-,�
out.
d. - The spray system shall be inspected monthly to make certain of the %prayers pier..=+
operation, that the vegetative growth allows proper spray patterns, that the soil is
absorbing the disposed treated wastewater with no surface runoff, -and that no
objectionable odors are being generated.
2. Failure of the Permittee to properly operate this system is subject to a penalty up to $10,000"
per -day.
3. Failure to meet- permit conditions or violation of the States surface or groundwater
regulations will require cessation of occupancy of the residence.
I understand that failure to comply with these conditions along with the permit conditions may .result in
voiding the permit.
Signature: - Date:
Notary Seal
Notary Signature:
Dhate:

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EvANs &' RiFFLE
LAw OFFICES, PLLC
ONE PINENVAST COMMONS
POST OFFICE
BOx 2409
PINEHURST. NORTH CAROLINA
28374
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED, made this the 2nd day of January, 1991, by and between DANIEL E. ADAMS
CONSTRUCTION COMPANY, INC., hereinafter referred to as "Grantor"; and MAURICE H: HOAG
and.COURTENAY K. HOAG; Husband and Wife, hereinafter referred to as "Grantee";
WITNE•SSETH
That Grantors, for valuable consideration paid by the 'Grautee,'the receipt of which is hereby acknowledged,
have and by these presents do grant, bargain, sell and convey unto the Grantee in -fee simple, all that certain
lot or parcel of land situated in McNeill' Township, Moore County, North Carolina, and more particularly
described as follows:
SEE, ATTACHED EXHIBIT A.
THIS CONVEYANCE IS ALSO SUBJECT TO THE FOLLOWING EXCEPTIONS: (I) THE
LIEN FOR AD VALOREM TAXES FOR THE CURRENT YEAR; (II), UTILITY
EASEMENTS OF RECORD AND RESTRICTIVE COVENANTS THAT ARE
ENFORCEABLE AGAINST THE PROPERTY. O
TO HAVE AND TO HOLD the -aforesaid premises with all privileges and appurtenances thereunto belonging W
to the said Grantee in fee simple, subject, however, to'all conditions, reservations and restrictive covenants
appearing of public record affecting the title to and the use of said real estate; county and/or municipal laws,
ordinances and regulations. O
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And the Grantors covenant with the Grantee that Grantors are seized of said premises in fee and have the right
to convey in fee simple; that the title is marketable and free and clear of.all encumbrances; and that Grantors
will warrant and defend the title against the lawful. claims of.all persons whomsoever, subject, however, to the
exceptions,,reservations and conditions hereinabove referred to.
The designation Grantor and' Grantee as used herein shall include said parties, their heirs, successors, and
assigns, and shall include singular, plural,.masculine; feminine or neuter as it by context.
IN WITNESS WHEREOF, the said Grantors have bereurito set their hands' and- peals, or if
corporate, have caused this instrument to be signed in -its corporate name by its duly authorized ,
officer and its seal to be affixed by authority of its Board of Directors, ae of the day and year first
above written.
DANIEL E'. ADAMS CONSTRUCTION COMPANY, INC.
BY:.
Daniel E. Adams; Kesident = _ tV
(CORPORATE SEAL) c; ' • ,�
ATTEST:
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Traci W. Adams, Secretary
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EVANs d[ RffFLE
LAw OFFxcFs, PLLC.-
ONE PINEMURST COMMONS
POST OFFICE Box 2409
PINEMURST, NORTH-CAROLINA
28374
STATE OF NORTH CAROUNA
COUNTY OF MOORE
I, a Notary Public of the County. and State aforesaid, certify that TRACI W. ADAMS, personally
came before me this day and acknowledged that she is the Secretary of .Daniel. E. Adams
Construction Company, Inc, and that by authority duly given and as the act of the corporation, the
foregoing instrument was signed in its name by its President; sealed with its corporate seal and
attested by her as its Secretary. Witness my hand and official stamp': or seal, this ZA) day of
January, 1997.
My Commission Expires:
Notary Public
"MAW
ilJar ..
PUauc
NORTH CAROL INA-MOORE COUNTY O
The foregoing certificates)..
a " otary/Notaries PU I c
'is/are c ified.�to be cor ct. N
This day of '19 % W
JUDRII Y.� _ 1 EO DEEDS s
;.. ISTANT/ D UTY
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FROM C on the east side of a 50-foot wide street-, South Lake View Drive about
200 yards south of Lake View. Drive,' Whispering Pines, N.C., described as follows:
BEGIRMr, at a corner in the east line of -a 50-.foot wide road, South Lake View
Drive, said corner located as.being. S. 34°42' W: 230,71 feet; from the southwest
corner of Lot- No..82-A, as -shown on a plat entitled "Sandhill Properties, Inc., _
Whispering Pines, Section Three," recorded -in Map Book 7, at Page 54, in the
More County Registry; =taming thence from the begirding, leaving the road, along
the shoreline of Thagard Lake S.. 26°35' Z. -54 feet .to a corner on .the shoreline -
of Thagard Lake; thence continuing along the" shoreline of the` 1ake the 'following. -
chords: S. 59*08' E. 596.'28 feet to a corner -.on the shoreline of the lake; thence'
S. 39027' W. 423.26 feet to a corner on the. shoreline of the; lake;' thence N. 23°
47' W. 417.54 feet to a corner on the shoreline of the lake; thence N. 76'55' W..,
232.49 feet along the shoreline of'Thagard Take to a.corner in the southeast line
of the 50-foot wide South Lake View Drive; thence along the east -line of the
street N. 27023' E. 277.58 feet. to. the begirding, Containing 3.77 acres, wore or
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less, and being a portion -of Whispering Pines, Inc. 's Watson', Tract, recorded in'
Deed Book 245 at Page 333 ' in the Moore Cotaity Registry.
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ADMAS.des

THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF
ENNIRON]MENTAL MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS
LISTED BELOW ARE INCLUDED WITH THE SUBMITTAL.
REQUIRED ITEMS:
1. This completed application
2. Processing fee of S 100.00 (Checks to be made payable to I)EHNR)
3. If an ownership change, legal documentation of the transfer of own6sship (such as a contract, deed,
ankles of incorporation)
CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE CURRENT
PERMIT HOLDER AND THE NENV APPLICANT IN THE CASE OF CHANGE OF
OWNERSHIP. FOR NAME CHANGE ONLY, CO?`SPLETE AND SIGH THE -`
APPLICANT'S CERTIFICATION. -�-
_
Current Permittee's Certification:a-
I ;)ADf}na S , arrest that this application for name/ownership change has been U rn '
re\icw-ed and is accurate and complete to the best of my knowledge, I understand that if all rewired parts � r 2r7l�'
of this application are not completed and that if all required supporting information and attachments art not
included, this:application package will be re ed as incomplete. e- �<
Sipnanuc: i� �.•.z�iii� Date` i 2'co
Applicant's Certification:.
auest that this application for a name/owne:rsMp change has been
review M and is accurate and complete to the best of m)• 1no'A-1M9e. I understand that if al] required parts
Oil' this app lica; on are not completed and that if all rC9uired supporting information and attachment art not
included, this applicau,on.pack2gc wilLbe returned as incomplete.
` Date 3
. HE MiPLETED APPLICAMN PACKAGE, P' CLLTDL'�'G ALL SLPPORTL'�G L`�'FOR'►4ATION
A-\D MATERLAL S, SHO=- BE SENT TO THE FOLLOVT1�G ADDRESS:
North Carolina Division of Envi-ronmental Management
Water Quality Section
Permits and Engineering Unit
P.O. Box 29535
Raleigh, North Carolina 27626-0535 .
Telephone: [phone]
Fax: [phone]

State of North, Carolina .
Department of Environment, Health and Natural Resources
Division of Environmental Management
512-North-Salisbury Street • Raleigh, North Carolina 27611
George T. Everett, Ph.D.
James G. Martin, Governor Director
William W: Cobey, Jr., secretary March 19, 1990 .
Mr. Daniel Adams .
PO Box 3090
Pinehurst, NC 28374
Subject: Permit No. W.Q0002882
Daniel Adams
single Family Spray Irrigation
Wastewater Treatment System
Moore County
Dear Mr. Adams:
In accordance with your .application received December 29, 1989, we are `forwarding
herewith Permit " No. W_Q0002882, dated March 19, 1990;. to you for -the construction :and.
operation of the subject spray irrigation wastewater treatment system.
This permit shall be effective from the,date of issuance until February 28; 1995, and shall
be subject: to the conditions and limitations as specified therein:
If any parts, requirements, or, limitations contained in this permit are unacceptable to you,
you have the right to request an adjudicau hearing upon written?request within 30 days
following receipt of this permit. This request must be in the form of. a written petition, conforming
to Chapter 150B of North Carolina General Statutes, and -filed with the Office of Administrative
.Hearings, P.O. Box 11666, Raleigh, NC 27604.. Unless such demands are made this permit shall .
be final and'binding:
One, set of approved plans and "specifications is being, forwarded to you: ' If, you need
additional information concerning this matter, please contact Mr Jack Floyd at 919/ 733-5083.
Sincerely,
ere
cc: Moore, ounty Health Department
Fayetteville Regional Office
Graham-Bio" thers; Inc.
Pollution Prevention Pays ,
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal opportunity Affirmative Action Employer

r
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
SINGLE. FAMILY SPRAY IRRIGATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations,
PERMISSION IS HEREBY GRANTED TO
Daniel Adams
Moore County
FOR THE
construction and operation of a 480 GPD spray irrigation wastewater treatment and disposal
system consisting of a 500 GPD "Chromaglass Model CAS" aeration package unit designed for
single residences, a tablet chlorinator, two 1,200 gallon pump/storage tanks with a 16 GPM
irrigation pump, and approximately 10,000 square feet of irrigation area to serve the Daniel
Adams Residence, with no discharge of wastes to the surface waters, pursuant to the application
received December 28, 1989 and in conformity .with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment, Health and
Natural Resources and considered a part of this permit. '
This -permit shall be effective from the'date.of issuance until February 28, 1995, and shall
be subject to the following specified conditions and'limitations:
I. PERFORMANCE STANDARDS
L 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 this permit and' the approved plans and
specifications. Mail the Certification to the Permits and Engineering Unit, P.O. Box
27687, Raleigh, NC 27611. -
2. The Fayetteville Regional Office, -phone no. 919-486-1541, shall be notified at least
forty-eight (48) hours in advance of operation of the installed facilities so that an
in -place inspection can be made. Such notification to the regional supervisor shall be
made during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through
Friday, excluding State Holidays.
3. The spray irrigation facilities shall be effectively maintained and operated at all times so
that there is no discharge to the surface waters; nor any contamination of ground waters
which will render them unsatisfactory for normal use. In the event that the facilities fail
toperform satisfactorily, including the creation of nuisance conditions or failure of the
irrigation area - to adequately absorb. the wastewater,' the: Permittee shall- take
immediate corrective.action to -correct -the problem, including those as may be required
Eby the Division of Environmental Management.'
� 1 1

" � r
4. The issuance of this permit shall -not relieve.,the Permittee. of the responsibility for
damages to surface or.groundwaters resulting'from.the operation -of this facility.
5. A leakage test shall be performed on the dosing tank to .insure that any exf ltration
occurs at a rate which does not exceed twenty (20) gallons per twenty-four (24) hour per
1,000 gallons of tank capacity. -Theengineer's certification will Iserve as proof of
compliance with this condition. !
6. .If excavation into bedrock for the disposal tank.or sand filter installation is required, the
pit shall be lined with, a 10 mil synthetic .liner.
7. The sludge generated from these treatment facilities must be disposed of in accordance
with.General Statute 143-215.1 and in a manner approved by the North Carolina
_Division of Environmental_ Management.
8. Diversion or bypassing of the untreated wastewater from the treatment facilities is
prohibited
9. The following buffers shall be maintained:.'.
a) 400 feet between wetted area and any, residence., under separate ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted areaand wells,
d) 100 feet between wetted area and drainageways_ or surface` water bodies,
e) _ 50 feet between wetted.area and public right of ways;
f) .100 feet between treatment[storage"units'and any wells;
g), 50 feet between�treatment units and property lines:
OPERATION AND MAINTENANCE REOUIREIVIENTS
1. The facilities shall be properly maintained and operated at all,times.
2.. A- suitable vegetative cover shall be maintained:
3. Irrigation. shall not be performed. during inclement weather or when -the ground is in a
condition thatwill cause runoff.
4.: Adequate measures shall be taken to prevent wastewater.runoff from the spray field.
5 . The applicationrate shall not exceed 0.3 inches per hour or 42 inches per year.
6. The facilities shall be effectively -maintained and operated as a non -discharge system to
prevent the discharge of any wastewater resulting from the operation of this facility.
7..: No,type of wastewater other than that from. Daniel: Adams Residence. shall be sprayed
onto the irrigation area..
8. No traffic or equipment shall be allowed on the. disposal area except while instal_ lation
occurs or while- normal maintenance is, being performed:
9_ The Perinittee is responsible for the operation` and maintenance.; of the' entire treatment
and disposal system including;-. but -not limited to., the' -following items:
a. The'septic tank shall be checked annually and pumped out as needed.
2

b. -The tablet chlorinator shall be checked every week.; Tablets shall, be added so as to
provide proper chlorination.
c. The storage-, pump, and alarm systems shall be inspected weekly. The scum layer
"shall be removed at the same interval as the septic tank is cleaned -out.
d. The spray'system shall be inspected weekly to make certain of the sprayers proper
operation, that the vegetative growth allows proper spray pattern, that.the soil is
absorbing the disposed treated wastewater with no surface runoff, and that no
objectionable odors are being generated.
1. Any monitoring deemed necessary by the Division of Environmental Management to
insure surface and. ground water protection will be established and an acceptable
sampling reporting. schedule shall be followed-.
2. The Permittee shall maintain records of all maintenance performed on the system
and irrigation area as required in Condition H.9 for a minimum of five years. This
information shall be provided to the Division of Environmental Management upon "
request.
3. Noncompliance .Notification: .
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone no.
919-486-1541, as soon ,as possible,' .but in no case more than 24 hours or on the
next'working day following the occurrence or first knowledge of the -occurrence of any
of the following:
a. Any process unit failure; due.to known or unknown reasons, that render;the facility
incapable of adequate wastewater treatment such as mechanical or electrical failures
of pumps, spray heads, etc.
b. Any failure of a pumping station or treatment facility resulting in a
by-pass directly to, receiving waters without treatment of .all or any portion of the
influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within 15 days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not
recur.
IV. INSPECTIONS :-
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
insure proper operation of the subject. facilities.
2." Any duly authorized officer, employee, or representative of the Division of
Environmental Management may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the disposal site and facility at any
reasonable time for the purpose of determining compliance with this permit; may inspect
or copy any records that must be kept under the terms and conditions of this permit; or
may obtain samples of groundwater, surface water; or leachate.
3

V. GENERAL CONDITIONS
This permit shall become -voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans, specifications; and other supporting
data.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Environmental Management accompanied by an application
fee, documentation from the parties involved; and .other supporting materials. as may be
appropriate. The approval of this request will be considered on its,merits and may or
may not be approved.
4. Upon the availability of a. municipal or regional sewerage collection system, the subject
wastewater treatment facilities shall be abandoned and all wastewater discharged into the
municipal or regional sewerage system.
5. The spray irrigation field shall be fenced with at least a two strand wire fence.
6. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division.of Environmental Management in
accordance with North Carolina General Statute 143-215.6.
7. The issuance'of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances which may be imposed by other
government agencies (local, state, and federal) which have jurisdiction.
8. Prior to any transfer of this land, a notice shall be given to the new owner that gives
full details of the materials applied at this site.
9. This permit may be revoked if the Permittee fails to abide by the conditions of the
operation and maintenance agreement previously signed by the Permittee.
10. A set of approved plans and specifications for the subject project must be retained by the
Permittee for the life of the project.
11. The Permittee, at least six (6) months prior to the expiration of this permit, shall request
its extension. ,Upon receipt of the request, the Commission will review the adequacy of
the facilities described therein, and if warranted, will extend the Permit for such period
of time and under such conditions and limitations as it may deem appropriate.
Permit issued this the 19th day of March, 1990
TH
-TC/ v I IV %_�
George T. Everett;
Division of Environ
By Authority of the
'AL MANAGEMENT COMMISSION
a&ment
ital Management Commission
0

Permit No. WQ0002882
March 19, 1990
Enaineer's Certification
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
Signature Registration No.
Date
l

State of North Carolina.
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
�EHNR
March 17, 1997
MR MAURICE H. HOAG
MAURICE H. HOAG & COURTENAY K. HOAG
140 S. LAKESHORE DRIVE Subject: Return of Incomplete Application
WHISPERING PINES, NORTH CAROLINA 28327 Whispering Pines Renewal & Name
Change
Spray Irrigation Facility
Dear MR HOAG: Moore County
In accordance with Division policy, the enclosed application package, which was received on March
13, 1997, is being returned as incomplete.
PLEASE NOTE THE ITEMS CHECKED (q) BELOW MUST. BE CORRECTED
PRIOR TO RESUBMITTAL OF SAID PROTECT.
-TWO sets of plans/specifications signed and sealed by an N.C. Professional Engineer if
submitted for sewers. FIVE sets required for spray, sludge, recycle_ and groundwater.
-Two copies of all required supporting material. .
-Appropriately completed and signed application form plus one copy.
-Letter from current permit holder requesting name change.
-A recent letter of flow acceptance (SPECIFYING FLOW) or copy of Agreement from
owner of receiving,treatment facility. This letter must be included in package when
re -submitted.
-Operational Agreement for sewers owned by individual residents, a homeowners
association, or a developer.
-Permit application processing fee of $400.00. Fee must be included with package for
completeness.
-OTHER ITEMS:
SUBMITTAL: This permit is expired. Please resubmit with the following: name change
form and operational agreement in new owners name (see attached), legal documentation
on proof of sale, and full fee of $400.00.
After all required submittal information has been obtained', the completed application package may be
resubmitted in accordance with the submittal instructions included on the application form. Be sure to
submit all originally submitted information (and copies) along with the required additional information.
If you have any questions, please contact Michael Allen at [phone], ext. 547.
�: FLayetteville-:Regional -Office
SERG Return File
Sincerely,
- OL
;ernimits
een H. Sullins, PE, upervisor
& Engineering Unit
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone] . .
An Equal Opportunity Affirmative Action Employer

. 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
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Daniel E. Adams
140 South Lakeshore Drive
Whispering Pines, NC 28327
Dear Mr. Adams:
A& 0
[DEHNR
December 16,1994
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DEC 21 1"4.. .
OMPOWN&DEM
Subject: Project.Retum-(WQ0002882)
Daniel E. Adams
Single Family Wastewater Spray
Irrigation Facility
Moore County
This is in reference to your application received June 28, 1994 for the -construction and operation
of the subject facility.
In a letter dated June 29, 199.4 and later on November 1, 1994 you were asked,. by Mr. John
Kuske and Mr. Randy Kepler of the Division -of Environmental Management's Water Quality Section, to
provide additional information (copies of the letters attached). As of today, this information has not been
received, therefore, the Division must return your application and support documents as incomplete in
accordance with North Carolina General Statute 14.3-215.1. The documents are being forwarded, to you
under separate cover.
Pleasebe advised, the subject permit expires on February 28, 1995. By failing to complete this
application and upon expiration of this permit, this facility will be operating with out a valid permit and
therefore is subject to an enforcement action through the Environmental Management Commission.
When you have obtained the requested information which is needed to make your application
complete, you may submit a new application package and permit processing fee. The processing fee for
the application once resubmitted will be $240.00.
If you have any questions concerning this matter, please contact Mr. Randy Kepler at 919/733-
.5083.
Sincerely,
4�.resto ow rd, Jr., P.E.
cc: + 4RN et.gv,eB gionai;Off co -
Jack Floyd, Groundwater. Section
Permit File WQ0002882
P.O. Bo_ x 29535, Raleigh, North Cafolina 27626-0535 Telephone 919-733=7015 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 Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Certified Mail
Return Receipt Requested
Daniel E. Adams
140 South Lakeshore Drive
Whispering. Pines, NC 28327
Dear Mr. Adams:
ID.E H N I=1
November 1, 1994
Subject: Application No. WQ0002882
Additional Information Request
Daniel E. Adams
Single Family Wastewater
Spray Irrigation Facility
Moore County
The Permits and Engineering Unit completed a preliminary engineering review of the subject
application on June 28, 1994 and requested additional* information on June 29, 1994 in a fetter to you. As
of this date.the Division has not received the needed information to complete the review. The following
items must be addressed before we can complete our review: Cr
1 . In accordance with Condition, I.1 and I.5 in your existing permit issued March 19, 1990,
please submit a copy.of the engineer's certification if the subject facility has- been constructed.
If the subject facility has not been constructed please provide documentation stating so.
2. Please sign and notarize 'the enclosed operation and maintenance agreement for the subject
spray irrigation facility.
Refer to the subject permit application number when providing the requested information. Please
submit two (2) copies of all information to my attention at .the address below. Allso,
please note that failure to provide this additional information on or before November.23, 1994 will subject
your application to being returned as incomplete, in accordance with 15A NCAC 2H .0208.
If you have any questions on this matter, please call me at (919) 733-50.83 ext. 544
Sincerely,
Randy L .Kepler
Environmental Encrineer
State Encyincering Review Group
J
cc: Fayetteville Regional Officc, Water Quality
F,cmiit ril., W0002-R82
P.O. Box 29535, 9aleiah, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An nnnnr!linitt, -nai

,State -of North Carolina
,Department of Environment,
Health and Natural'Resources 4-
Division of Environmental ManagementA.,
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A: Preston Howard, Jr., P.E., Director
June 29, 1994
Daniel E. Adams
140 South Lakeshore Drive
Whispering Pines, NC 28327
Dear Mr. Adams:
Subject:, Application No. WQ( M2882
Additional Information Request
Daniel E. Adanns
Single Family Wastewater
Spray lrrigatjs)n Facility
Moore County "
The Permits and Engineering Unit has completed a preliminaryengineering review of the subject
Application. The following items must be addressed before we can complete our review:
1) In accordance with Condition No. I. 1 and 1..5 in your existing permit issued March 19. 1990,
please submit a copy 0f the engineer's certification if the subject facility.has been constructed.
If the subject facility has not been constructed please provide documentation stating so.
2) Please sign and notarize the enclosed operation and maintenance agreement for the subject
spray irrigation facility.
Refer to the subject permit application number when providing the requested information. Please
submit four (4) copies of all information to my attention at the address below. Also. .
please note that failure to provide this additional information on or before July 29., 1994 will subjectyour -
application to being returned as incomplete, in accordance with 15A NCAC 2H .0208.
If you have any questions on this matter.. please call me at [phone] ext.-527.
Sincerely
John A. KUSke III .
Environmental Enaineer
State Engineering Review Group
cc: Faye.ftewille Regional Office -Water Quality
Permit -File WQ(W. 2882
P-n. Box 29535, Rale,ah, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An E:aUal OmortUi'ity A,*.!rmat:ve Action Fmoiover 50% recvclel 1o'�•o oost-consurner Caber

194-12-16 14640 GSI&EESP
LOPY
ENVIRONMENTAL ENGINEERING SERVICES
egine.rrg cwwwn9 A DIVISION OF
waSyss Rasta y, Box Mo
,n �ed n tem
of wastes j:.W L:JL�7 LSiiiL W1.7 W" ErM; NC 27378
• ww.w. ..r.0� �«w...r. 'Tv1viesoweIV (*I of Oda—%`�d%•
�uquob 3l, 19D1
i}alaiQ,}�, �t n, 7'3,6i1-7607
Attn: Mr. George T. Everett
Re: Single Family Spray Irrigation
Wastewater Treatment System,:
Daniel Adams.
Whispering pines Community `.
Moore County, N.C.
Permit # W90002882.
owner: Daniel Adams ;.
P.O. Box 3090
pinehurst, N.C.,28374
Contact: Daniel Adams
'
Dear Mr. Everett,
This letter shall certify that the undersigned professional
engineer has inspected the above referenced system and found the
system to be constructed in -accordance with the state'approved plans,
specifications, and correspondence. It should be noted that the
owner(as) or operators of this system have been furnished with a
copy of the approved specifications, drawings, and letters. It
shall now be the owner(s) responsibility to operate the system as
stated in his permit. Mr. Adamshas been instructed to study
this permit and comply with its contents by'this engineer.
For your records, the following items werealtered from the.
original specifications: '
1. Mr. Adams elected to use an above ground centrifugal type
irrigation pump instead of a submersible type pump. The centrifugal
PUMP is a Goulds Model XSE07, 3/4 hp mounted a few feet from the
pump tank and using a foot valve arrangement within the pump tank.
This pump is sufficient to pump the prescribed water to the
irrigation system. Mr. Adams is to keep track of performance and
maintenance using this type of a pump for irri.gation..
2. There have been !someslight variations in the placement of
the Cromaglass treatment system, storage tanks, etc. but theme
variations do not interfere with the¢intended.flow or operation
of the system.
n s; 7 26 1.995
ENV MANAGEMENT'
sFAYETTEVILLE REG. OFFICE
E
12/16/94 13:57 TX/RX N0.0028 P.001•

i.-
3. Therc is no barbed wire around the Arrigation area and I
do not recommend he install s ucls.
4. At the time of my inspection the ground within the spray
area had been planted .an grass and, this grass was well established.
5. There is a problem detection device associated with the
Cromaglass system which automatically calls a special phone number
to alert Mr. Adams and others if the Cromaglass system were 'to fail.
Mr. Adams is waiting on its telephone connection and expects it to
be in operation by September 1, 1991. Of course there are on -
site alarms in addition.
w
6. Mr. Adams conducted the pressure test on his system and
verifies its tightness. The engineer, was not present during
this test, but a visual, inspection -of the system supports Mr.
Adams claim. The engineer aloes not take responsibility to
perform or evaluate such a test unless contracted to do so by
Mr. Adams.
At the time of my inspection all tanks, irrigation, alarms,
timers, plumbing, etc. were in place for the most part as specified
within my original specifications. I see no reason that- Mr.
Adams should not proceed with the use of maid system. please call
me .if I can be of further assistance. Thank -you for your assistance
in this matter.
cc: Daniel Adams
Tile Bivision o� E v ry ^:� ;;1.'r, 3 .^.`s�ni✓ 1, fi•:''�" j7
icl � pages rweipt a.-:c � �ce„t:�7ee e� f��s �• ,� Yv�
%rtifra.`srn
Sinc 1
L aham, P
e Pr dent
Graham Brothers:, Inc.
12/16/94 13:57 TX/PX N0.0028 P.002

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
Certified Mail
Return Receipt Requested
Daniel E. Adams
140 South Lakeshore Drive
Whispering Pines, NC 28327'
Dear Mr. Adams:
�EHN
sTV
November 1, 1994 1 NOV
2 1994 -
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: 'Application No. WQ0002882
Additional Information Request
Daniel E: 'Adams
Single Family Wastewater .
Spray Irrigation Facility
Moore County
. The Permits and Engineering Unit completed a preliminary engineering review, of the subject
application on June 28, 1994 and requested additional information on June 29, 1994 in a letter to you. As
of this date the Division has not received the needed information to complete the review. The following
items must'be addressed before we -can complete our review:
J
1. In accordance with Condition I.1 and I.5 in your existing permit issued March 19,,1990,
please submit a copy of the engineer's certification if the'subject facility has been. constructed.
If the subject facility has not been constructed please provide documentation stating so.
2. Please sign and notarize the enclosed operation and maintenance agreement for the subject
spray irrigation facility.
Refer to the subject permit application number when providing.the requested information. Please
submit two '(2) copies of all information to my attention at the address below.. Also,
-please note that failure to provide this additional information on or before November 23, 1994 will subject
your application to -being returned as incomplete, irf accordance with 15A NCAC 2H .0208.
If you have any questions on this matter, please call me at [phone] ext. 544.
Sincerely,
(;�v / �;t
Randy L .Kepler
Environmental Engineer
State Engineering Review Group
cc::. -Pay_ E-v- lle-Regional-Office, W era -ual ryD
- Permit File WQ0002882
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

h2v
DIVISION OF ENVIRONMENTAL MANAGEMENT
August 25, 1994
MEMORANDUM
TO: Carolyn McCaskill.; Group Supervisor
State Engineering Review Group
FROM: Ricky Revels, Environmental Techn is
Fayetteville Regional Office
SUBJECT: Renewal of WQ0002882
Daniel E. Adams
Single Family Spray
Moore County
Please find enclosed the staff report and recommendations of the
Fayetteville Regional Office concerning the renewal of the subject non -
discharge permit.
If you have any questions or require any further information, please
advise.
RR/zlt
Enclosure

SOC PRIORITY PROJECT: Yes No x
If Yes, SOC No.
TO: Permits and Engineering Unit
Water Qualityr Section
Attention: John Kuske
August 16, 1994
.•NONDISCHARGE STAFF REPORT AND.RECOMMENDATIONS
County: Moore
Permit No. WQ0002882'
PART I. GENERAL. INFORMATION .
1. Facility and Address:. Daniel E. Adams
:140 South Lakeshore Drive
Whispering Pines, NC 28327.
2. Date of Investigation:.. July 25, 1994
3. Report Prepared By: Ricky Revels,.Environmental-Technician,,FRO
4. Persons Contacted and Telephone Number:.- Mr. Daniel Adams
(9i0) 949-2212
[phone]
S. Directions to Site: The site is located ona peninsula.on the western
end of Thaggards Lake,off SR-1802. From SR-1802, turn onto South
Lakeshore Drive in Whispering Pines. Follow South Lakeshore to'Pine
Ridge to South Lakeview Drive. The site is located on South Lakeview
Drive.
6. Size (land available for expansion and upgrading):' Approximately 4
acres. total.
7.. Topography (relationship to 100-year flood plain included): Relatively
flat.
Attach A USGS map extract.and,indicate facility site.
USGS Quad'No.:- F21SW ..'USGS Quad Name: Carthage, NC
Latitude: 35° 16' 05" Longitude: 790 22' 3011
8. Any buffer conflicts with location of nearest dwelling, and water supply?
Yes No x If Yes, explainv
9. Watershed Stream Basin Information: Little..River (Lower Little River)-
(Thaggards Lake)
a.' Watershed Classification: WS-III & B HQW
b. River Basin and Subbasin No.":' 03707-50
c.. Distance to surface.water from disposal system: 125 feet
PART III- DESCRIPTION_OF WASTES AND TREATMENT WORKS
1. a. Volume:' 0.000500 MGD (Design -Capacity)
Residual"s: N/A tons per year
"b. Types and quantities of industrial' -wastewater: N/A

C. Pretreatment Program (POTWs only):, N/A
in development approved
should -be required not needed
2.
Treatment'Facilities:
a. What is the•"current permitted capacity of the facility? 0.000500
MGD ,
'b. What is the actual treatment capacity of the current facility
(design volume)?' 0.000480 MGD - spray irrigation.limited.
C. Please provide a description of existing or substantially
constructed wastewater treatment facilities: The existing
treatment plant is a 500 GPD-CA5.sequencing batch reactor package
type treatment system manufactured,by Cromaglass Corporation. This
unit discharges approximately 85 gallons/dose up to 6 times daily.
Treated effluent is disinfected ina table type chlorinator prior
-,to flowing into a five day storage unit consisting of two precast
1,200 gallon (each) septic tanks, in series.
d." -Please providedescription of proposed wastewater treatment
_a
facilities: N/A'-
3.
Residuals handling and utilization/disposal scheme:
a. If Residuals ate -,.,being land applied, please specify DEM-permit No..
-
Residual Contractor
Telephone No. -
Residuals stabilization: PSRP PFRP Other-- X
C. Landfill: N/A
d. Other disposal/utilization scheme (Specify):,'Residuals generated
from this single family treatment system are presently being
removed by approved septage haulers.
4.
Treatment plant classification (attach completed rating sheet): N/A
5.
SIC Code(s): 4952'
Wastewater Code(B)of actual wastewater, not particular facilities;
i.e.,.non-contact cooling water discharge from a metal plating company
would be 14, not 56".
Primary: __a4_ Secondary:
Main Treatment Unit Code:..1 3­.0 0 7
PART
III - OTHER PERTINENT'INFORMATION
1.
Is this facility being constructed with Construction Grants Funds
(municipals.only)? N/A
2.•
Special monitoring requests.: N/A

3. Important•SOC, JOC, or Compliance Schedule dates (please indicate): N/A
Date
Submission of Plans and Specifications . . . . . . N/A
Begin Construction
Complete Construction
4. Other Special Items.: N/A
PART IV - EVALUATION AND RECOMMENDATIONS
It is the recommendation of the Fayetteville Regional Office that this
permit should be issued for an additional permitting.period.
Signature Wf Report Preparer
Water Quality,Regional Supervisor
Date

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MEMO
TO:
DATE:
IF
SUBJECT:
i?
JUN-, so 00.14111
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
From:
STATE
North Carolina Department of Environment,
Health and Natural Resources @,�
Printed on Recycled Paper

State of North Carolina
I Department of Environment, '► .
Health and Natural Resources
Division of Environmental Management • •
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary E H N
A. Preston Howard, Jr., P.E., Director
June 28, 1994
MR DANIEL E. ADAMS
258-A; 140 S. LAKESHORE DR
WHISPERING PINES, NORTH CAROLINA 28327
Subject: Application No. WQ0002882
Whispering Pines
Spray Irrigation Facility
Moore County
Dear MR ADAMS:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on June 28, 1994. This application has been assigned the number listed above.
PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING INQUIRES
ON THIS PROJECT.
_.. ,.. Your proj ct has been a.ssigned.to John Ktiske_fQr a.detailed:_engineering,review-Should there. be.any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action,by the
Division.
If you have any questions, please contact John Kuske at [phone].
cc: Fayetteville Regional Office
Sincerely;
1
��C.c-L.L � C��L�c.-i.ty�
Y(Caro yn Mc askill
Supervisor, State Engineering Review Group
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

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
June 20, 1994
Daniel E. Adams
140 South Lakeshore Drive
Whispering Pines, NC 28327
Dear Mr. Adams:
Subject: Application No. WQ0002882
Additional Information Request
Daniel E. Adams
Single Family Wastewater
'Spray Irrigation Facility
Moore County
The Permits and Engineering Unit has -completed a prelui nmi ary engineering review of the subject
application. The following items must be addressed before we can complete -our review:
1) In accordance with Condition No. I. 1 and I.5 in your existing permit issued Match 19, 1990,
please submit a copy of the engineer's certification ifthe subject facility has been constructed.
If the subject facility has not been constructed please provide documentation stating so.
2) Please sign. and notarize the enclosed operation and maintenance agreement for the subject
spray irrigation facility.
Refer to the subject permit application number when providing the requested information. Please
submit four (4) copies of all information to my attention at the address below.. Also,
please note that failure to provide this additional information on or before July 29, 1994 will subject your
application to being returned as incomplete, in accordance with 15A NCAC 2H .0208.
If you have any questions on this matter, please call me at (919) 733=5083 ext. 527.
Sincerely,
John A. Kuske III
Environmental Engineer
State Engineering Review Group
cc: (Fay_eion`"la Offce; Water Q:uality)
Permit File WQ0002882
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

_ /��7i�
State. of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL) `
SPRAY IRRIGATION DISPOSAL SYSTEMS
(FOR SPRAY PROJECTS PRECEDED BY MECHANICAL TREATMENT USE FORM MTDS)
I. GENERAL, INFORMATION:
1. Applicant (corporation, individual, or other ): w�/; L
2.
3.
4.
5.
7.
8.
0
Print. Owners or Signing Official's Name and Title (the person who is legally
responsible for. the facility and its compliance):
,Mailing Address:Q<
City: LU��i�%` <11121 - " State: /1�G" Zip: 32` .3 �3�v
Telephone No.: /U) _�j l�. % 12 % 2 - Y Q
Project Name (subdivision, facility, or establishment name - should be consistent with
project !name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Application Date: 4 Q 6. Fee Submitted: $
County where project is located:
Address oftreatment,and spray facility:
9. Latitude: ; Longitude:
II. PERMIT INFORMATION:
of spray fields
1. Permit No. (will be completed by DEM): �coo �2 V.?1
2. Specify whether project is: new; / renewal*; modification.
*If renewal, complete only sections I through III and applicant. signature
(on pg.9).Submit only pgs. 1, 23 9-(original-and 3 copiesof each):' Engineer
signature not -required for renewal:
FORM: SIDS 4/91 Page 1 of 10

SPRAY IRRIGATION SYSTEM
PAGE 2 (4/91) ' . ;t:.
,w
3. If this application is 'being Submitted as a result of a renewal or modification to an.
W6? eWc> ;2 B8.2-
existing permit, list the existing permit number ,l!/ns Dazymgxand issue date
4. Specify whether the applicant is public or ZIprivate.
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. d0- % Domestic; % Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying 'the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
3. If wastewater is not domestic in nature, what level of pretreatment has been provided
to ensure protection of the receiving wastewater treatment facility:
1AA-
4. Volume of wastewater generated by this project: tf b0 gallons per day
5. Explanation of how wastewater volume was determined:
6. Brief project description: S F p
C; ft fl, o6ti
'SKy SeE �klSti c, hAs not pear 1'wC(1 FI ec�
IV. FACILITY DESI�4 CRITERIA FOR SINGLE FAMILY SPRAY IRRIG.
I.' Number of bedrooms: x 120 GPD per bedroom = gallons
i Total GPD design flow (minimum 240 GPD design flow per home).
2. . Dimensions of baffled septic tank: ft. by ft. by ft.
3. - Volume of baffled septic tank: gallons.
4. Check the categories that apply for the sand filter. surface; ; ' subsurface;
single; dual; in series; in parallel; recirculating;
pressure dosed.
i
5. a) Primary sand filter dimensions: ft. by - ft = square feet:
b) Sand filter surface loading rate: GPD per square foot.
f
6. a) Secondary sand filter dimensions (if applicable) ft.by ft. = ft. 2
b) Secondarysand filter surface loading rate (if applicable)' GPD per sq. ft.
7.. Type of disinfection:
Volume of contact tank: gallons; and detention time: minutes
2 of '10

SPRAY IRRIGATION SYSTEM
PAGE 3 (4/91)
8.
Volume of storage provided: gallons; yields: days
NOTE: A minimum of 5 days storage must be provided in the pump/storage tank.
9.
Volume of pump tank: gallons; number of pumps in pump tank
10.
Capacity of pumps in pump tank: GPM
11.
Specify high water alarms provided: audible and visual; auto dial
12.
Specify the following information for the spray nozzles: psi; GPM
13.
Specify the loading rate recommendation, as detemuned by the soils scientist:'
inches per hour, inches per week; inches per year
14.
Specify the square footage of the wetted irrigation area: square feet and
cover crop:
15.
Specify the loading rate that will occur on the spray irrigation field:
inches per hour, inches per week; inches per year
16. The project must conform to the following. buffers (and all other applicable buffers):
a) 400 feet between wetted area and any residence under separate ownership;
b) 150 feet between wetted area and property lines, 200 feet in coastal areas;
c) 100 feet between wetted area and a potable well;
d) 100 feet between wetted area and drainage ways or surface waters;
e) 50 feet between wetted area and public right -of -ways;
f) 100 feet between wastewater treatment units and a potable well;
g) 50 feet between wastewater treatment units and property lines.
17. If any of the buffers specified in no: IV.16 above are not being met, please explain how
the proposed buffers will provide equal or better protection of the Waters of the State
with no increased potential for nuisance conditions:
18. NOTE: If excavation into bedrock is required for installation of the septic tank or sand
filter, the respective pit must be lined with at least a 10 mil synthetic liner. The
engineer's signature and seal on this application acknowledges a commitment to meet
this requirement.
19. The , spray irrigation field must be fenced with a minimum two strand barbed wire
fencing. Briefly describe the fencing :
3of10

0
SPRAY IRRIGATION SYSTEM
PAGE 4 (4/9 1)
V. FACILITY DESIGN.CRITERIA FOR OTHER THAN SINGLE FAMILY
I Provide a brief listing of the components of this treatment and disposal system,
including dimensions and capacities of tanks, pumping facilities, nozzles, high water
alarms, filters, laigoons, package treatment units, disinfection facilities, irrigation
system, etc.:,
2. Name of closest downslope surface waters:
3. Classification of closest downslope surface waters: (as established
by the Environmental Management Commission and specified on page 7 of this ipplic).
4. If a power failure at the pump station could impact'waters-classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent such impact, is
required in 15A NCAC 2H.0200:
5. Specify the loading rate recommendation, as determined by the soils scientist:
inches per hour, inches per week; inches'per year
6. For industrial wastewater an analysis of nutrients, heavy metals totals, and synthetic
organics must be provided alo'ng with appropriate calculations showing the loading rate,
based on the most limiting constituent. What is the limiting non -hydraulic constituent
for this. waste? pounds per acre per year of.
NOTE: The chemical analysis must -include, but shall not be limited to: Total Organic
Carbon, Biochemical Oxygen Demand, � Chemical Oxygen Demand, Chlorides,
Phosphorus, Ammonia, Nitrates, Phenol, Total Trihalomethanes Toxicity Characteristic
Leaching Procedure Analyses, Total Halogenated Compounds, Total C61iforrris, -&
Total Dissolved Solids
7. Specify -the square footage of the wetted irrigation area: square�feet
8. Specify the hydraulic loading rate that will occur on the spray irrigation field:
inches per hour; inches per week;' inches per year, and
lbs. per acre -per year of: (limiting constituent)
9. Is hydraulics the limiting. constituent? yes; _ no
10. Specify the storage volume required by the water balance: gallons; days
11. Volume of storage provided: - gallons; yields: days
NOTE: Minimum thirty days required at the design flow. rate.
4 of 10

A
SPRAY IRRIGATION SYSTEM
PAGE-5 (4/91)
12. If any of the applicable .buffers are 'not being met, please explain how the
proposed buffers will provide equal or better protection -of the Waters of the State with
no increased potential for nuisance conditions:
13. The treatment and spray irrigation facilities must be posted and secured in some fashion
to prevent unauthorized entry. Briefly describe the measures being taken:
14. Is the treatment facility capable of treating the wastewater to at least secondary limits
prior to storage (BOD5 < 30 mg/L; TSS < 30 mg/l,, NH3 5 15 mg/L;
Fecal Coliform < 200 colonies/100 'ml)? _ yes' no.- If not, what level of treatment
can be achieved?
15. Are treatment facility or spray 'f elds located within 100-year flood plain? _ yes _ no.
If yes, briefly describe the protective measures being taken to protect against flooding.
16. List the field no. of any spray fields that are located in- area where the 'seasonal high
water table is less than 3 feet below the -surface?
17. Describe the disinfection facilities that are being provided if domesnc-wastewaters:
THIS APPLICATION PACKAGE- WILL NOT BE ACCEPTED.BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
-'THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Item, -
a.. One original, and three copies of the completed and appropriately executed application form.
b. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
C. Five sets of detailed plans and specifications signed and sealed by a North Carolina
-Professional Engineer. The plans must include a -general. location map, a topographic map,'
a site map which indicates where borings or hand auger samples were taken, -a map
showing the land application site, buffers, structures, and property lines; along with all
wells, surface waters (100-year flood elevation), and surface drainage features within 500
feet of the land application site: Each sheet of the plans " and- the first page of the
specifications must be signed and sealed. .
5of10

i
SPRAY IRRIGATION SYSTEM
PAGE 6 (4/91)
d. Five copies of an Operational Agreement (original and 4 copies) must be submitted if the
wastewater treatment and disposal facilities will be serving single family residences;
condominiums, mobile homes, or town houses and if the subject facilities will be owned by
the individual residents, a homeowners association, or a developer.,
e. Five copies of all reports, evaluations, agreements, supporting calculations, etc. must be
submitted as a part of the supporting documents which are signed and sealed by the North
Carolina Professional Engineer. Although certain portions of this required submittal must
be developed by other professionals, inclusion of these materials under the signature and
seal of a North Carolina Professional Engineer signifies that he has reviewed this material
and has judged it to be consistent with his proposed design.
f. Five copies of the existing permit if a -renewal or modification.
g. For Single Family Systems (a through f above plus g. 1, 2, 3)
j 1) A letter from the local health department denying the site for any permit that the health
department has the authority to issue.
2) A soils scientist report (signed) which describes the soil type, color, texture through the
B horizon, and recommended loading rates with supporting calculations.
I
3) A signed and notarized Operation and Maintenance Agreement.
{ h. For Other Than Single Family (a through f above plus h. 1, 2, 3, 4, 5,6)
1) A water balance analysis showing annual amount of wastewater that will need to be
applied and the amount of land necessary to receive the wastewater at the given loading
rate. Storage requirements must be addressed and supporting calculations provided.
2) A soils scientist report (signed) which includes texture, color, and structure of soils
down to a depth of seven feet, depth, thickness and type of any restrictive horizons,
hydraulic conductivity in the most restrictive horizon, cation exchange capacity (CEC),
depth of seasonal high water table, soil pH, and soils map (if available).
3) For systems treating industrial waste or any system with a design flow greater than
25,000 GPD a Hydrogeologic Report providing the extent and lithologic character of,
the unconfined aquifer, transmissivity and specific -yield of the unconfined aquifer,
thickness and permeability of the first confining bed, groundwater quality and
direction of movement, and an evaluation of impacts of the disposal system on water
levels, movement and quality.
4) An agronomist report (signed) which states the type of vegetation that is planned for the
spray fields, along with management and harvest schedules.
5) Proposal for groundwater monitoring.
6) An analysis of the wastewater, including heavy metals totals and synthetic organics,
- along with calculations for the most limiting constituents.
6 of 10
k

t 1
SPRAY IRRIGATION SYSTEM
PAGE 7 (4/91)
TO: REGIONAL WATER QUALITY. SUPERVISOR See *`��S r:, �errv,� t—
Please provide me with the.classification of the surface ,waters identified in number 5
below and on the attached'map segment:
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable:
Signature of regional office personnel: Date:
INSTRUCTIONS TO ENGINEER AMni }�ere�
In order to determine whether provisions for dual or standby power maybe required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the.facility would flow toward) must be determined. You are required to
submit this form, with items 1 through "10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 1.1" copy of the portion of a 7.5 minute USGS Topographic -Map which shows
the subject surface waters.. You must identify the location.of the facility and the closest downslope'
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application. may not be submitted until this foriiils completed and included with the submittal.
1. Applicant (corporation, individual, or other.):-
2. Name and Complete Address of Engineering Firm:
City: State* Zip:
Telephone No. -
3., Project Name:
4. Facility design flow: GPD
5. Name of closest downslope surface, waters:
6. = County(s)- where project and surface waters are located:
7.. Map name and date:
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engineer
10. Seal and Signature (specify date):
7�.of 10

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES ('4/91)'
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh Regional WQ Super.
159 Woodfin Place
P 0 Box 1507
3800 Barrett Dr., Suite 101
Asheville, NC 28802
Washington, NC 21889
Raleigh, NC 27609
1704/251-6208
919/946-6481 -
9191733-2314
�Avery Macon
Beaufort Jones
Chatham Nash
'Buncombe Madison
Berrie Lenoir
Durham Northampton
iBurke McDowell
Camden Martin
Edgecombe Orange'
l;Caldwell Mitchell
Chowan Pimlico
Franklin Person
;Cherokee Polk
Craven Pasquotank
Granville Vance
'Clay Ru&kzford
Currituck Perquimans
Halifax Wake
Graham Swam*
Dare Pitt
Johnston -Warren
Haywood Transylvania
Gates Tyrell
Lee Wilson
!Henderson Yancy
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQ Super.
Mooresville Regional WQ Super.-
Wilmington Region. WQ Super.
!Wachovia Building, Suite 714
9,19 North Main Street
127 Cardinal Drive Extension
-Fayetteville, NC 28301
Mooresville, NC 28115
Wilmington, NC 28405-3845
1919/486-1541
704/663-1699
919/395-3900
,Anson Moore
Alexander Mecklenburg
4"
Brunswick New Hanover
Bladen Robeson
CabamLs Rowan
Carteret Onslow
Cumberland Richmond
Catawba Stanly
Columbus Ptfider
lHamett Sampson
Gaston Union
Duplin
IHoke Scotland
Iredell Cleveland
(Montgomery
Lincoln
(Winston-Salem Regiohal-WQ Super.
025 North Point Boulevard, Suite 100
;Winston-Salem, NC 27106
9191761-2351
Alamanoe Rockingham
JAlleghany Randolph
!Ashe Stokes
!Caswell- Surry
Davidson Watauga
;Davie Wilkes
Forsyth Yadkin
!Guilford
8 of 10

v• av i A aavvv� A avt I .7 1 J l I-.1V1
' PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: .SW M Cni i-pvee'
City: State: Zip:
Telephone No.
Professional Engineer's Certification:
attest that this application for
has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina�Professional Engineer's Registration No.
Print Name of Engineer
Seal and Signature (specify date):
Applicant's Certification:
I. . , attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and chments are not included, this application package will be returned as
incomplete.
S gnature .�� Date ( 241,g4
�
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
9of10

SPRAY IRRIGATION SYSTEM
PAGE 10 (4/91)
PERMIT APPLICATION
PROCESSING FEES
(effective October 1, 1090)
CATEGORY
NEW APPLICATIONS/
RENEWALS WITHOUT
MODIFICATIONS
MODIFICATIONS
> 1,000,000 GPD
;
Industrial
$400
$300
Domestic/Cooling Water
$400
$300
10,001 - 1,000,000 GPD
Industrial
$400
$250'
Domestic/Cooling Water
$400
$250
1,001 - 10,000 GPD
Industrial
$400
$200
Domestic/Cooling Water
$400
$200
< or = 1,000 GPD and
Single Family Dwelling
$240
$120
Sludge < or = 300 Acres
$400
$250
Sludge > 300 Acres
$400
$250
Sewer Extensions
(nondelegated)
i
$400
0
Sewer Extensions
(delegated)
$200
0
Closed -Loop Recycle
' or Evaporative
$400
$200
NOTE: The Fees for Soil Remediation Projects are
the same as for Sludges.
Under the Sewer Extension Fee, ,"delegat.ed to municipalities" -applies
only to those governmental jurisdictions
that have specific delegation
review authority,
as granted by the
Division of Environmental
Management.
10 of 10

5 i
State of North; Cai
Department of En
Health and Naturc-
Division of Environrr
James B. Hunt, Jr., C
Jonathan B. Howes,
A. Preston Howard,
. i
Daniel E. Adams I
PO Box 3090,.McIn
Pinehurst NC 28374
i
Dear Mr. Adams:
During February of this
operator certification n
spray irrigation system
require an annual inspe(
the systems are being pi
ling
✓ironment,
I Resources
ental .Management
overnor
Secretary
r., P.E., :Director
During the public! comi
additional, information i
Operators Certification
effective July 1, 1993, n
only if they are permit
Environmental Manage;
operated and maintainer
inspections, permit rene
will be required to have
It is important to remem
North Carolina and that
your system will not be
and maintenance is nee
system must be individ
apply to a specific; inst�
applicable to most syste
necessary. More freque
required by conditions o.
i
i
P.O. Box 29535, Raleigh, North
An Equal Opportunity'Affirn
A IT40
1_�::)EHNF=1
November 29, 19-93
.� Ea DEC 61993
Rd. Stat: _ ENV. MANAGEMENT
FAYEtT°EVIEEE REG. ®PEKE
Subject: Certified Operator Requirements
Single Family Treatment Systems
Permit No. WQ0002882
Moore County
,ear,, public hearings were held on proposed changes to modify the
-Is. The proposed rules included a requirement that single-family
would be classified wastewater treatment systems, which.would
ion by a certified operator. The intent of the rule was to insure that
perly operated and maintained.
;nt period, a significant amount of comments, statements and
is submitted. As a result, the Water Pollution Control System
immission amended the proposed rules'. The rule, as adopted and .
v requires single-family spray irrigation systems to be classified
d after July 1, 1993 or if upon inspection by the Division of
ent (DEM) it is found that the system is not being adequately
Systems can be inspected by DEM during routine compliance
als, - or complaint investigations. Once 'a system is classified, it
a minimum, an annual inspection by a certified operator.
ber that the spray irrigation permit is administered by the State of
violations of the permit are enforceable by State laws. _Although
equired to have a certified operator at this time, proper operation
led for the system to function satisfactorily. In as much -as each
sally designed and sited, special maintenance requirements may
Ration. The attached maintenance schedule -should however be
ns: The frequencies suggested are considered to be the minimum
nt attention may be needed for a, specific system and may be "
the permit.
ina 27626-0535 Telephone [phone] FAX [phone]
Action Employer- 50% recycled/ 10% post -consumer paper
1

I'
f
1 i
Certified Operator Requirements
WQ0002882
Page 2
In addition to being required by your permit, proper maintenance of your treatment system
is extremely important to the long term serviceability of your wastewater treatment system.
If proper maintenance is not given to the system, it will fail and will result in major
expenses for repairs.
We would encouragc you to take the necessary .action to insure that your system is
operating properly. If we can be of any assistance to you or if you have any questions or
comments, please, call Dwight Lancaster of our staff at [phone].
j rely,Cind
S isor
and
ation Unit
cc: Fayetteville Regional Office _ Water Quality
Facilities Assessment Unit,
Central Files

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor George T. Everett, Ph.D.
William W. Cobey, Jr., Secretary Director
March 19, 1990
Mr. Daniel Adams
PO Box 3090
Pinehurst, NC 28374
Subject: Permit No. WQ0002882
Daniel Adams
Single Family Spray Irrigation
Wastewater Treatment System
Moore County
Dear Mr. Adams:
In accordance with your application received December 28, 1989, we are forwarding
herewith Permit No. WQ0002882, dated March 19, 1990, to you for the construction and
operation of the subject spray irrigation wastewater treatment system.
This permit shall be effective from the date of issuance until February 28, 1995, and shall
be subject to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable to you,
you have the right to request an adjudicatory hearing upon written request within 30 days
following receipt of this permit. This request must be in the form of a written petition, confornung
to Chapter 150B of North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Box 11666, Raleigh, NC 27604. Unless such demands are made this permit shall
be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need
additional information concerning this matter, please contact Mr Jack Floyd at 919/ 733-5083.
11
cc: Moore County Health Department
Fayetteville Regional Office
Graham Brothers, Inc.
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
SINGLE FAMILY SPRAY IRRIGATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Daniel Adams
Moore County
I-WI-Wevo
construction and operation of a 480 GPD spray irrigation wastewater treatment and disposal
system consisting of a 500 GPD "Chromaglass Model CAS" aeration package unit designed for
single residences, a tablet chlorinator, two 1,200 gallon pump/storage tanks with a 16 GPM
irrigation pump, and approximately 10,000 square feet of irrigation area to serve the Daniel
Adams Residence, with no discharge of wastes to the surface waters, pursuant to the application
received December 28, 1989 and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment, Health and
Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until February 28, 1995, and shall
be subject to the following specified conditions and limitations:
PERFORMANCE STANDARDS
1. 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 this permit and the approved plans and
specifications. Mail the Certification to the Permits and Engineering Unit, P.O. Box
27687, Raleigh, NC 27611.
2. The Fayetteville Regional Office, -phone no. 919-486-1541, shall be notified at least
forty-eight (48) hours in advance of operation of the installed facilities so that an
in -place inspection can be made. Such notification to the regional supervisor shall be
made during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through
Friday, excluding State Holidays.
3. The spray irrigation facilities shall be effectively maintained and operated at all times so
that there is no discharge to the surface waters, nor any contamination of ground waters
which will render them unsatisfactory for normal use. In the event that the facilities fail
to perform satisfactorily, including the creation of nuisance conditions or failure of the
irrigation area to adequately absorb the wastewater, the Permittee shall take
immediate corrective action to correct the problem, including those as may be required
by the Division of Environmental Management.

4. The issuance of this permit shall not relieve the Permittee of the responsibility for
damages to surface or groundwaters resulting from the operation of this facility.
5. A leakage test shall be performed on the dosing tank to insure that any exfiltration
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.
6. If excavation into bedrock for the disposal tank or sand filter installation is required, the
pit shall be lined with a 10 mil synthetic liner.
7. The sludge generated from these treatment facilities must be disposed of in accordance
with General Statute 143-215.1 and in a manner approved by the North Carolina
Division of Environmental Management.
8. Diversion or bypassing of the untreated wastewater from the treatment facilities is
prohibited.
9. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence under separate ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between treatment/storage units and any wells,
g) 50 feet between treatment units and property lines.
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. A suitable vegetative cover shall be maintained.
3. Irrigation shall not be performed during inclement weather or when the ground is in a
condition that will cause runoff.
4. Adequate measures shall be taken to prevent wastewater runoff from the spray field.
5. The application rate shall not exceed 0.3 inches per hour or 42 inches per year.
6. The facilities shall be effectively maintained and operated as a non -discharge system to
prevent the discharge of any wastewater resulting from the operation of this facility.
7. No type of wastewater other than that from Daniel Adams Residence shall be sprayed
onto the irrigation area.
8. No traffic or equipment shall be allowed on the disposal area except while installation
occurs or while normal maintenance is being performed.
9. The Permittee is responsible for the operation and maintenance of the entire treatment
and disposal system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed.
2

b. The tablet chlorinator shall be checked every week. Tablets shall be added so as to
provide proper chlorination.
c. The storage, pump, and alarm systems shall be inspected weekly. The scum layer
shall be removed at the same interval as the septic tank is cleaned out.
d. The spray system shall be inspected weekly to make certain of the sprayers proper
operation, that the vegetative growth allows proper spray pattern, that the soil is
absorbing the disposed treated wastewater with no surface runoff, and that no
objectionable odors are being generated.
III. MONITORING AND REPORTING REQUIREMENT
1. Any monitoring deemed necessary by the Division of Environmental Management to
insure surface and ground water protection will be established and an acceptable
sampling reporting schedule shall be followed.
2. The Permittee shall maintain records of all maintenance performed on the system
and irrigation area as required in Condition 11.9 for a minimum of five years. This
information shall be provided to the Division of Environmental Management upon
request.
3. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone no.
919-486-1541, as soon as possible, but in no case more than 24 hours or on the
next working day following the occurrence or first knowledge of the occurrence of any
of the following:
a. Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate wastewater treatment such as mechanical or electrical failures
of pumps, spray heads, etc.
b. Any failure of a pumping station or treatment facility resulting in a
by-pass directly to receiving waters without treatment of all or any portion of the
influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within 15 days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not
recur.
IV. INSPECTIQNS
I. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
insure proper operation of the subject facilities.
2. Any duly authorized officer, employee, or representative of the Division of
Environmental Management may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the disposal site and facility at any
reasonable time for the purpose of determining compliance with this permit; may inspect
or copy any records that must be kept under the terms and conditions of this permit; or
may obtain samples of groundwater, surface water, or leachate.
N

V. GENERAL CONDMONS
I . This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans, specifications, and other supporting
data.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Environmental Management accompanied by an application
fee, documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or
may not be approved.
4. Upon the availability of a municipal or regional sewerage collection system, the subject
wastewater treatment facilities shall be abandoned and all wastewater discharged into the
municipal or regional sewerage system.
5. The spray irrigation field shall be fenced with at least a two strand wire fence.
6. Failure to abide by the conditions and limitations contained in this permit may subject the
Pem-dttee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6.
7. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances which may be imposed by other
government agencies (local, state, and federal) which have jurisdiction.
8. Prior to any transfer of this land, a notice shall be given to the new owner that gives
full details of the materials applied at this site.
9. This permit may be revoked if the Permittee fails to abide by the conditions of the
operation and maintenance agreement previously signed by the Permittee.
10. A set of approved plans and specifications for the subject project must be retained by the
Permittee for the life of the project.
11. The Permittee, at least six (6) months prior to the expiration of this permit, shall request
its extension. Upon receipt of the request, the Commission will review the adequacy of
the facilities described therein, and if warranted, will extend the Permit for such period
of time and under such conditions and limitations as it may deem appropriate.
Permit issued this the 19th day of March, 1990
NORTH CAROLINA
George T. Everett;
Division of Environmf
By Authority of the Ei
AL MANAGEMENT COMMISSION
tal Management Commission
0

Permit No. WQ0002882
March 19, 1990
Engineer's Certification
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, , for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
Signature
Date
Registration No.
5

co,® A
FEB 1 1990
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Secretary
January 29, 1990
Mr. Daniel Adams
PO Box 3090
Pinehurst, NC 28374
George T. Everett, Ph.D
Director
Subject: WQ0002882
Single Family Spray Irrigation
Wastewater Treatment System
Moore County
Dear Mr. Adams:
The Permits and Engineering Unit has completed a preliminary engineering review of the
subject application.
The following items must be addressed before we can complete our review. Please note that
these items must be received by March 27, 1990, in order to prevent your project from being
returned as incomplete:
1. Division regulations require 400 foot buffers between the spray area and other
residences not served by the subject wastewater treatment system. The Division has
gone further and applied similar buffers for the residence being served. This
requirement is 200 feet. Please provide justification for the use of a 10 foot buffer or
provide amended plans accommodating this requirement.
2. As the treatment process is an aerobic process, a sludge will be generated. How will
this material be disposed?
3. Please complete and return the enclosed operational agreement.
Tf vo11 have any questions on this matter, please call me at 919/ 733-5083.
k-n0.��n � d 0.'Yl—.
1
Sincerely,
Jack Floyd
Environmental Engineer
Pollution Prevention Pays
aleigh, North Carolina 27611-7687 Telephone [phone]
lual Opportunity Affirmative Action Employer

DIVISION OF ENVIRONMENTAL MANAGEMENT
January 18, 1990
MEMO TO: Carolyn McCaskill, Supervisor
SERG __—__----
P �
FROM: M. J. Noland, Reg iona]: S 2�f°efA49-b-t
Fayetteville Regional Offie G
SUBJECT: WQ0002882
SFR Spray Irrigation System
Daniel E. Adams Home
Whispering Pines, Moore County
Attached hereto is the staff report and recommendation of the
Fayetteville Regional Office concerning the subject project.
If additional information is required, please advise.
KA/gc
Attachment
cc:Tech Services

STAFF REPORT AND RECOMMENDATIONS
PART I. INSPECTION OF PROPOSED SINGLE FAMILY RESIDENCE SPRAY IRRIGATION SITE
1. Facility and Address: Daniel E. Adams
P.O. Box 3090
McIntyre Rd. Station
Whispering Pines, NC 28374
2. Date of Investigation: August 24, 1989
3. Report Prepared By: Ken Averitte, Engineering Technician
4. Persons Contacted and Telephone Number: Mr. Daniel Adams
919/295-6055
5. Directions to Site: The site is located on a peninsula on the western
end of Thaggards Lake, off SR 1802. From SR 1802, turn onto South Lake
Shore Drive in Whispering Pines. Follow South Lake Shore to Pine Ridge
to South Lake View Drive. The site is located on South Lake view Drive.
6. Size: Approximately 5 acres
7. Topography: Relatively flat
9. Location of nearest dwelling: None within 500 feet.
10. Nearby streams and ponds: This site is located on a five acre peninsula
in Thaggards Lake, which is classified "WS-III" and "B" waters.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: Domestic waste from a single family residence
2. Volume of Wastewater: This system is designed around an anticipated
daily flow of 480 gpd.
3. Type of Treatment: Mr. Adams proposes to install a packaged treatment
unit for aerobic waste treatment prior to chlorination and spray
irrigation. The treatment plant proposed is a batch type treatment
system manufactured by Cromaglass Corporation. The CA5 unit specified is
rated at 500 gpd. This unit discharges approximately 85 gallons/dose up
to 6 times daily. Treated effluent will be disinfected in a tablet type
chlorinator prior to flowing into a five day storage tank. Storage will
be accomplished by installing two precast septic tanks in series, each a
minimum of 1200 gallons capacity and connected at the top and bottom.
The irrigation pump will be located in the downstream storage tank.

Staff Report and Recommendations
Page 2
The land application area includes a triangular shaped plot of
approximately 10,000 sq. ft. At the maximum application rate of 42
in/year, this site should accomodate 255,713 gal/year, or 700 gpd. This
is within the anticipated daily flow.
Considering the source of the wastewater, nutrient loadings should not
present a problem in systems of this type. It is proposed that the
wastewater will be sprayed onto a vegetated landscape which utilize
nutrients present in the wastewater.
4. Soils Information: An evaluation of this site has been conducted by Dr.
A. R. Rubin, Extension Specialist with N.C.S.U. Dr. Rubin's report
indicates that the site is suitable for the intended use. The site is
relatively flat and well drained. According to the Moore County Health
Dept., this peninsula was constructed of material dredged from the lake
bottom. Vegetation on the site indicates that the soil has been in place
25-30 years. Although the soils at this site varied somewhat, it appears
that most of the material consists of sand and sandy loam. There was no
evidence of seasonal high water table within 36 inches. Given the
location, flooding is not expected to be a problem on this site. These
soils should accomodate the proposed loading rate.
PART III - OTHER PERTINENT INFORMATION
1. No concentrations of heavy metals are anticipated in this wastewater.
2. Buffer requirements as per 2H.0200 for WS-III and B streams have been met
with the exception of the Adam's house.
3. Water is supplied by a public water system. There are no known wells
within 500 feet of the disposal site.
4. Short term power failure should not pose a significant problem at this
facility. Howerver, extended periods of time without power will render
this system inoperable. The permit should advise Mr. Adams of this
concern.
5. Mr. Adams has been advised that a more conventional septic tank - sand
filter treatment system could be installed. The decision to use a
mechanical treatment system was made entirely by the owner.
6. Information provided by Cromaglass corporation does not address potential
problems with household grease. This system may require a grease
interceptor in the kitchen waste stream.

PART IV - RECOMMATION
Page 3
It is the opinion of this office that a properly designed and operated
waste disposal system of this type should satisfy the needs of a single
family dwelling on this site. Therefore, it is the recommendation of
this office that the permit application be processed, and after
successful review by the SERG, the appropriate permit issued for the
construction and operation of the proposed system. This recommendation
is contingent on the following:
1. The SERG must be satisfied that household grease will pose no
significant problems with the Cromaglass batch treatment system.
2. A condition must be included that a satisfactory cover crop shall be
maintained at all times.
Signatur o R ort Preparer
Water Quality Regional Supervisor

Qiwn+
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Secretary
(jt
Dear
R. Paul Wilms
Date- 19 Director
SUBJECT: Application No. WQ
i
f '
1
The Divisions Permits and Engineering Unit acknowledges receipt of your permit application and supporting
materials on , 19 , ` . This application has been assigned the number shown above. Please
refer to this number when making inquiries on this project.
Your project has been assigned to j �� i t' for a detailed engineering
s
review. A technical acknowledgement will be forthcoming. If this acknowledgement is not received within thirty (30)
days, please contact the engineer listed above.
Be aware that the Divisions regional office, copied below, must provide recommendations from the Regional Super-
visor or a Procedure Four Evaluation for this project, prior to final action by the Division.
If you have any questions, please call the review engineer listed above at [phone].
Sincerely
Arthur Mouberry, F.E.
Supervisor, Permits and Engineering
CC: P
Regional Supervisor D CITY
_ �
JAN 3 1990
ENV. MANAGEMENT t\YETTEVILLE REG. OF.;r=
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

North Carolina Department of Natural Resources and Community Development
DEM USE ONLY
Environmental Management Commission
Permit Number:
q
\ b
NON -DISCHARGE PERMIT APPLICATION*
In accordance with NC General Statutes Chapter 143, Article 21
County: Moore
Applicant (name of board, individual, or others): Application Date:
Daniel E. Adams December 21, 1989
Project (name of city, village, town, sanitary district; establishment):
Whispering Pines, NC
FOR:
Brief Project Description:
❑ Non -Discharge Treatment/Disposal Facilities
480 GPD residential wastewater
❑ Pretreatment Facilities
treatment system and associated
❑ Sewer Collection System (private) '
spray irrigation.
❑ Extension of Sewer Systems (public)
•3
�•
U Sludge Disposal
' Spray Irrigation
l=
: , �j ,)
(", IV � -
,NATURE OF WASTEWATER:
DEC. 2 3 1989
Il/Domestic Sewage
PERMITS ENGINEERING
ElSludge/Industrial Waste
Estimated Completion D'pte: p
El Other Waste
.i
From (sewers, pretreatment plant): Serving (city, institution, industry):
I
N/A i
Into (name of treatment plant): Average Daily Gallons Sewage or Waste Flow:
N/A 480
At (location of plant): (NPDES No.)
N/A NCOO
Name and Complete
Graham Brothers, inC . 27376
Address of Engineering Firm: zip Code:
Rt #1 Box 20, West ENd, 14C Telephone No.919-673-0487
Applicant assures that proposed works will`be constructed, supervised, operated and maintained in accordance
with approved plans and specifications or approved changes thereto.
Mailing
Print Name:Daniel E Adams Address: P O Box 3090 McIntyre Road Station
Pro rty Owner Pi nehurst, NC 28374
Title: zip code:
'� •
Signature: / Telephone No. / 919 295-6055/
INSTRUCTIONS:
1.Fill-in All Spaces. If not applicable, enter N/A.
2.Secure appropriate signature (mayor/city manager for municipality, chairman for sanitary district board, owner/proper official of
corporation, or legally constituted board or commission in charge of proposed works). A letter of authorization is required from
proper official if design engineer or other agent signs application.
3:Submit to Division of Environmental Management, Permits and Engineering Unit, P.O. Box 27687, Raleigh, NC 27611 the original
and ALL carbon copies of the application, 3 sets of finalized plans, specifications and other supporting data as required by Com=
mission Huies, and permit tee. !Tans and specifications must oe signed and seated oy a registered iror[n a,arottna engineer.
FOR ASSISTANCE, CALL THE STATE CENTRAL OFFICE [phone], PtERMITS & ENGINEERING UNIT, Q�R:
Asheville [phone] Mooresville [phone] Washington (4��)0''��-641� t n-Salem [phone]
59 Woodfin Street 919 North Main Street 1424 Carotin v n e� !. Point Blvd.
P.O. Box 370 P.O. Box 950 P.O. Box 1507 Suite 100
Asheville, JYC 28801 Mooresville, NC 28115 Washington,NC 2©fM U 19I
jyi9ston-Salem, NC 27106
Fayetteville. [phone] Raleigh [phone] Wilmington [phone]
Suite 714 Wachovia Building 3800 Barrett Drive 7225 Wrightsville Avenue
Fayetteville, NC 28301 P.O. Box 27687 Wilmington, NI3ERQ& ENGINEERING
Raleigh, NC 27611 q )!

North Carolina. Department of Natural Resoitrces and Community Development'
DEM USE ONLY
Environmental Management Commission
Permit Number --
NON -DISCHARGE PERMIT APPLICATION*
in accordance with NC General Statutes Chapter 143; Article 21
County: Moore
Applicant (name of board, Individual, or others): Application Date:
Daniel E.-,Adams December 21, 1989
Project (name of city, village, town, sanitary district, establishment):
Whispering Fines, 'NC
FOR:
Brief Project Description:
❑ Non -Discharge Treatment/Disposal Facilities
480 GPD residential wastewater
❑ Pretreatment Facilities
treatment system and associated
❑ Sewer Collection System (private) '
spray irrigation.
❑ Extension of Sewer Systems (public)
U Sludge Disposal
' • Spray Irrigation
OF WASTEWATER:
,N.,ATTURE
Ud Domestic Sewage
❑ Sludge/Industrial Waste
Estimated Completion Date:
El Other Waste
From (sewers, pretreatment plant): Serving (city, institution, industry):
N/A
Into (name of treatment plant): Average Daily Gallons Sewage or Waste Flow;
N/A ; 480
.
At (location of plant): (NPDES No.)
N/A NC00
Name and Complete
Graham Brothers, Inc. 27376
Address of Engineering Firm:, Zip Code:
Rt #1 Box 20, West 'ENd, NC- Telephone No.919-673-0487
Applicant assures that proposed works will be constructed,,supervised, -operated and maintained in accordance
with approved plans and specifications or approved changes thereto.
Mailing
Print Name_:Daniel E Adams Address: 'P 0 Box-3090 McIntyre Road nation
Pro rty. Owner Pinehust; 'NC 28374
Title: Zip Code:
Signature: �Telephone No. / 919 295-6055/
INSTRUCTIONS:
1.Fill-in All Spaces. If not applicable, enter N/A..
2.Secure appropriate signature (mayor/city manager for municipality, chairman for sanitary district board, owner/proper official of
corporation, or legally constituted board or commission'in charge of proposed works). A letter of authorization is -required from
proper official if design•engineer'or other agent -signs application.
3.Submit to Division of Environmental Management, Permits and Engineering Unit, P.O. Box 27687,'Raleigh. NC 27611 the original
And ALL'carbon copies of the application, 3 sets of finalized plans, specifications and other supporting'data as required by Com-
mission Rules, and permit fee. Plans and specifications must be signed and sealed by a registered North Carolina engineer.
FOR ASSISTANCE, CALL THE.STATE CENTRAL OFFICE [phone], PERMITS & ENGINEERING UNIT, OR:..
Asheville [phone]
Mooresville'[phone]
Washington [phone]
Winston-Salem [phone]
59 Woodfin Street
914 North Main Street
1424 Carolina Avenue
8025 N. Point Blvd.
P.O. Box 370
P.O. Box 950 -
P.O. Box 1507
Suite 100
Asheville, NC 28801
Mooresville, NC 28115
.'Washington -.NC 27889
Winston-Salem, NC 27106.
Fayetteville [phone]
Suite 714 Wachovia Building
Fayetteville, NC 28301
Raleigh [phone]
3800 Barrett Drive
P.O. Box 27687
Raleigh, NC 27611
Wilmington [phone]
7225-Wrightsville Avenue',
Wilmington, NC 28403 -

.1
SPECIFICATIONS FOR THE TREATMENT OF DOMESTIC SEWAGE AND
THE LAND APPLICATION OF THE RESULTING TREATED EFFLUENT
FOR -THE DANIEL ADAMS PROPERTY IN WHISPERING PINES, N.C.
Permit Applicant:
Project Engineer:
A. BACKGROUND
Daniel E. Adams
P.O. Box 3090
McIntyre Road
Pinehurst, N.C. 28374
[phone]
Larry F. Graham, P.E.
Graham Brothers, Inc.
Rt. 1, Box 20
West End, N.C. 27376
[phone]
,ttu i 1 rill#%,;
`O
S EAL 3
r 11602 a M
f?A PAC
1) Daniel Adams is a resident of Moore County North Carolina.
Mr. Adams has an option to purchase a parcel of land in the
Whispering Pines township which is located in the southeastern
quadrant of Moore (see Exhibit A). It is Mr. Adams desire to
purchase this parcel and build a house on this property in which
he and his family are to live.
2) Specifically, the property is located on South Lake View
Drive in Whispering Pines (see Exhibit B). The property is a
peninsula in Thagard's Lake, surrounded on three sides by water.
.3) On June 9,.1989 Mr. Adams received a site evaluation report
from the Moore.County Health Department related to 'the
suitability of the site for conventional sewage treatment'(see
Exhibit C). The county concluded that the site was unsuitable for
a conventional on -site sewage disposal system. At this time Mr.
Adams began looking at alternatives to 'treat his.sewage.
4) The type of waste to be treated on this site will be strictly
domestic wastewater generated by the Adams family.
5) The potable water supply to the proposed residence is community
water. There is no water well on site or within 500 feet of the
proposed waste treatment system.
1

- � -6) Mr. Adams has been investigating the alternatives to
-.;., P Y year. He has
x.conventional se tic s stems since June of this
,L 4 spent much- time ''and „ energy to try and determine the best.
Nf`� alternative for his situation. He is a very conscientious
individual and: has studied -the the long-, term suitability -of
'severs"l-'-systems. His major concern is that any type of alternative,
�Zy t system °,he­may,'eventual ly use be'safe for humans, :environmentally
sound,,. and -give long ' and reliable . 'service.. He has demonstrated. a
w good un'derstanding.of how different systems work and would be
f�;sFaIe to`monitor-and troubleshoot an alternative -waste treatment
L l
'' ; �tx system of granted a permit.
B. OBJECTIVES.
•Kj•'i i. F .. •
collect,.store,'treat.and dispose of the wastewater.
'� generated .by the Adams family on -site and in such a way so 'as to
t,� meet a,ll. local, -and. state. -guidelines related to such activities:
To :provide a system of treatment that is relatively simple'
_,vy_to,:operate and offers maximum treatment for the generated wastes
To_design the overall system in a way that is responsible to' ­
"and --;harmonious with the surrounding environment and population
=' using :sound and _proven.wastewater treatment technology.
the system with safety in mind.
To present 'this' information to, the appropriate- state:'
t ,` offic ahs- for. review and to obtain a permit for its construction..
xsC. ,GEOGRAPHY
The property in consideration.is.located in the Whis :
P P. Y pering.
Pines
".township as already mentioned. Specifically the property
`located on 'South Lakeview Drive and protrudes into Thagard.'.s
•_forming a ,peninsula. See Exhibit B.
2) From the USGS'TOPO map, Carthage N.C. section, the parcel of-
-1
rg =and in _question can be -identified ( see Exhibit D) .
3) Exhibit E is a detailed map drawn by, C.H. Blue and Associates.,
P.'A., dated 12=15-89'and shows the property and its associated
elevations._ From this map'it is apparent that the majority -of the`
mas -. is ' •just. -barely in a flood plain. The triangular area,'
re resentedb the dashed lines is the acceptable area -for .a waste
' t R Y P .
treatme'nt�agstem.-and spray field based o•n boundary=.conditions." This
,. ...
a`re&. repr'esents-;'ro.ughly.17,000 square feet of area or about 0.39,:...:
i� L Y acres. :However, ,after a' house -is built -the entire, area shown may -' ' -
t� r not beavaihable 'for waste treatment.
bra t ^�h. S •�.. : Y y
r3

-;
From conversations with the surveyor the flood plain shown
here is a 100 year flood plain. It shows that the proposed waste':'.*,:'
treatment area is at most 7 inches below the flood plain limits.
Thus from the strictest interpretation of the regulations, the
proposed system could not be installed on the site as it
currently stands. However, it is requested that the state review.-., this situation closely because of the following facts: 1) the area._:``,
shows no signs of leaving been flooded in recent high rainfall events;;,'.'
2) the elevations are close to being out of the floodplain ( seven.;'; '
inches maximum measured ), 3) The vegetation on the property
suggests that the area has been relatively dry and does not -show
stress due to flooding conditions, and 4) neighboring houses around
the lake in areas of same -or similar elevations have been in'place," °tirp
for years without being subjectto flooding, partially at least due:`._:4
to the adjustments of the dam for lake level control, 5) the. -Site -
has been visited by qualified soil scientists and state official's
and the -overall opinion as to the suitability of the site--has'-
been good.
3) This parcel of land is largely a result of dredging when the -lake=
was being constructed over 25 years ago. The land is very stable and'.:„-
resembles most of the native land in the area. The site has a'
good cover of medium size pines along with a few hardwoods and:
considerable undergrowth. From on -site borings with hand augers
the soils appear to be well drained. For a full discussion of the
property and the soil conditions refer A. R. Rubin's soils reports.
and treatment recommendations ( see Exhibit F) :
D. WASTEWATER CHARACTERIZATION
1) The wastewater to be generated shall be typical domestic rr.VEE
wastewater. No other waters from other sources shall be allowed'
to enter the system. A discussion of nutrient loadings, etc. c'an'
be seen in Exhibit F .
2) Mr. Adams would like to build a four (4) .bedroom house on the
property. The daily design wastewater volume for a four bedroom -.-
house would be. N`
yv
120 gpd/bedroom x 4 bedrooms = 480 gpd
E. WASTEWATER TREATMENT, STORAGE, TRANSPORT, AND DISPOSAL '
A flow diagram for the water treatment system can be seen
as Exhibit G. The basic components shall be: 1) collection and
treatment in a sequencing batch reactor (SBR) type system, 2)
disinfection by chlorine, 3) secondary storage and pumping
chamber, and 4) land application. A detailed discussion of the
various components is given below.
3

1) Primary Collection and Treatment
i. Wastewater shall exit -the residence and enter -the first
phase of. treatment. This first phase of treatment shall be a
Cromaglass controlled batch wastewater treatment system Model CA5
(see Exhibit ).• The purpose of this system shall be: 1) to collect
the wastewater and prevent -by-passing prior to treatment, 2) to act
as an aerobic treatment system for solids reduction, nutrient reduction,
and pathogen removal, and 3) be a fluid transfer system.
�ii. A discussion of the performance of the Cromaglass system of
wastewater treatment cap be seen in Exhibit H. In summary the
Cromaglass system consists of a Fiberglas tank divided into
= various chambers. The various chambers allows the influent to be
routed in a predetermined path for retention and aerobic
_ treatment. The system is designed to handle some hydraulic
overloads in emergency situations when unusually high water usage
encountered. It is designed to maintain a favorable environment
for aerobic bacteria to live and break down nutrients in the.
>;- wastewater, and prevent liquid bypasses before adequate treatment
r{. _ is received.
..Ill. According to the literature (Exhibit H) the Cromaglass
system is capable of reducing BOD's and suspended solids over 85
percent. The literature states that BOD's and suspended solids
can be reduced below 20 ppm or lower. The systems are adjustable
; :and. are corrosion proof. High water alarms are a standard
.:.,,:.
;feature with the systems. For a technical discussion of a study
conducted on the Cromaglass system see the report from
ennsylvania State University included in Exhibit H.
rt -2) • . 'Disinfection
The North Carolina Department of Environment, Health, and
w;Natural Resources requires that wastewater that is spray
•irrigated` -be disinfected. The most common method is by the use
`° v �-`of- chlorine.
%rip•, -
ii. A contact time of at least 30 minutes must be maintained
between the wastewater and the disinfectant. The disinfectant chamber
or storage tanks must be sized at least large enough -to allow the
necessary contact time.
must be added to the effluent prior to
i_rrigation, with a thirty minute contact time required between
=' the chlorine and wastewater prior to irrigation. A standard
:'concrete distribution box shall be installed between the treatment
.section (Cromaglass system) and the storage tanks. This
chlorination tank shall be sized and constructed similarly to the
drawing labeled Exhibit I, Detail 4. This type of chlorinator
shall use chlorine tablets. As the liquor passes through this
device it will dissolve the chlorine tablets held in the PVC
tubes: The majority of the contact time will occur in the holding
tanks.down stream. See next section for discussion on storage
volumes.
4

iv. A chlorine residual of between .3 and .5 parts per million
is suggested when disinfecting the effluent prior to storage and
irrigation.
3) Water Storage and Pumping
i. The storage tanks shall be capable of safely storing at
:= :least a 5 day supply of wastewater. This volume would be:
480 gpd x 5 days = 2400 gallons
This storage shall be accomplished by using a combination of
=-- " two .1200 gallon concrete septic tanks buried underground. The
tanks shall be installed so as to have an equal water level.
.-This may be accomplished by having a connection tube between the
two.tanks•at or near their bottoms. The connecting piping should
be.4 inch schedule 40 PVC.
One of these tanks shall have installed a high water
larm to alert the owner if a malfunction should occur and the
ater level should rise. This alarm shall be installed so that at
; ...,....,_.least a 36 to 48 hour (1440 gallon to 1920 gallon) storage capacity
,:. is left in the tanks after the alarm sounds. This alarm shall have
=' a visual and audible warning signal. The exact placement of the
" -`hi h water detection device will depend on the -g p geometry of the
-, concrete tanks.
iv. All tanks or underground components shall have adequate
tensions or man holes so as to allow ready access to their
interiors and internal components.
v. One of the tanks shall have a submersible type pump
install'ed on or near the floor of the tank capable of supplying
'treated wastewater to the irrigation field (see section below for
-,:details on the irrigation system used in pump selection). The the
pump- shall 'have a liquid level detection switch for on and off operation
within a predetermined liquid level or pumping volume. The
specifications for the pump to meet are as follows:
Pump type .............................. Submersible
Maximum head required .................. 100 feet
:Maximum volume required ................ 8 gpm (16 gpm possible)
- -Motor voltage 230 volts
"- Solids pumping capacity ................ 0.25 inches
On and off operation ................... Float switches
vi. The discharge line from the pump shall have a valve
installed between the pump and any irrigation nozzles in order to
afford an adjustment of the pumping rate. A pressure gauge shall be
installed between the pump and the throttling valve to read back
-pressure on the pump. It is suggested the valve and gauge be placed
.in . a` meter box to afford ease in adjustment and viewing.

vii. All plumbing, pumps, etc. shall be equipped with unions or
quick couplers for ease of service and replacement.
4) Land Application Of Wastewater
is Land application of wastewater is an increasingly common
---practice and acceptable method for treating wastewater when sites
do not'lend themselves well to conventional treatment. Land
'application has been well documented to be environmentally safe
when done properly.
ii. The two main criteria for land application rates of
"wastewater and land area requirements are nutrient loadings and
:hydraulic loadings. Each criteria was investigated by a qualified
r= soil scientist and his recommendations appear in Exhibit F. In
this situation the hydraulic loadings are the limiting factors,
based on the soil scientist's opinion.
iii. From a hydraulic loading standpoint the soil scientist
Rubin) determined that the average allowable yearly irrigation
:'for this type of soil is approximately 42 inches per year. The
� instdntaneous hydraulic loading should not exceed 0.3 inches per
hour according to Dr. Rubin's figures.
iV. -Some:calculations related to the irrigation of this property
µ are:'as` follows:
Maximum 'Loading
(4Z inches/year) / (365 days/year) = 0.1151 inches per day
stewater Generated
=� = (:480,;.gallons./day) / (27158 gallons/acre-in) = 0.01767 acre-in./day
�5
a> r Required Area
` (0-..01.767 ac.-in./day) / (0.1151 in./day) = 0.15 acres (6525 sq.ft.)
Maximum Loading Rate for Required Area
(0.15ac x 0.3in/hr) x (1 ft/12in) x (325900gal/ac-ft) =1222 gal/hr
or
20.37 gpm
This figure is a maximum rate that could be applied to .a 0.15 acre
arcel of land at this site.
_ _v According to the soil scientist's report nutrients in the
,:;wastewater should be typical of domestic wastewater. His
.',.calculations reveal the land area necessary to assimilate the
nitrogen in this wastewater would be approximately 0.12 acres
example) . This is of course less than the 0.15 acres necessary
:to.: take of the hydraulic loading. Thus, if at least 0.15 acres
} ,-is`:-designated for the spray field this will be enough for nutrient
,`loading and, hydraulic loading. See the report Exhibit F for
Y}- additional details on nutrients, etc.
�ti 6

vi. Buffer zones are required between sprayed ,-areas and
certain boundaries or buildings. The usual buffer zone
distances from wetted spray areas are as follows:
a) 400 feet from existing habitable residences (neighbors) or
places of public assembly.
b) 150 feet from the property boundaries.
c) 50 feet from any public_ road right of way.
d) 100 feet from any free flowing stream or open bodies of
water such as a lake.
e) 50 feet from any wet weather ditch or drainage
f) 100 feet from any potable well.
g)
area.
vii. Waters to be spray irrigated should have 30 ppm or less
.,.::.,. OD.and total suspended solids.levels. Levels less than these
tem. Y •
mounts are desirable and expected with the Croma lass system. P g
vl-ii. The irrigation ' shal l be divided into 2 stations. Each
,...station will require approximately 8 gpm for a 30 minuLe
b.._,._duration. The sprinkler setup proposed is shown in Exhibit J.
However, it should be noted here that irrigation systems are
;r bject to certain on -site parameters that might cause slight
.s'l:-,,variations in the ultimate "as built" arrangement. Thus, changes
i-n the irrigation system shall be approved by the project
_engineer prior to being installed.
ix.. The sprinklers shown in Exhibit J were selected based
on coverage and application rates. The individual nozzles
are described in Exhibit K. Note that exact nozzle size,
spacings, and type are subject to modification if necessary
but should perform in approximately the same capacity. A few
extra nozzles shall be kept on hand for spare parts. The
calculated wetted spray area is approximately 10,000 sq.ft.'
X. Each sprinkler nozzle shall be mounted on a riser pipe. The
>v' :length of each riser will depend on the exact location of the
particular sprinkler head in relation to trees, etc. Refer to
Exhibit I, Details 2 and 3 for information on irrigation nozzle
hookup.
xi. The total head calculations for this system resulted from
the following:
Elevation head = 6.33 feet
B) Friction head = 3.59 feet
C) -_Pressure head = 80.85 feet
Subtotal 90.77 feet
D)-Safety factor = 9.23 feet

xii. The irrigation pump necessary to provide water to the
largest station and shall be capable of delivering at least 8 gpm
at 100 feet of total head. The pump recommended shall be a
Zoeller model E189, 3450 rpm, 2hp, 230 volts, 1 phase, submersible
type pump or equivalent. From the pump curve it is apparent that
this pump would serve to operate both irrigation stations at. once
if so desired (see Exhibit L). The irrigation pump shall have a
readily accessible electrical disconnect switch above grade and
near the pump tank, in addition to automatic timers, alarms, etc.
xiii. It shall be necessary to keep a similar pump for irrigation
in backup of this pump.,;<Or the homeowner may elect to have ready
access to a new pump through a vendor in the event that repairs
can not be made on the old pump within 1 working day of its
failure. In any event, the pump should be repaired or replaced
within 2 working days to avoid excessive water build-up in the
.storage tanks.
xiv. The irrigation pump shall have a backf low preventer
}j1ti;_:or'check valve installed in line to prevent water from entering
n..,
the -storage tanks back through the irrigation lines.
-xv. Irrigation piping layout shall be as shown on Exhibit J (or
similar in function and intent) and shall meet all local plumbing
codes that apply. Only water from the wastewater treatment system
:-
shall enter the irrigation system. The irrigation system shall
under no circumstances be connected to a potable water supply.
xvi. The irrigation lines should be
constructed using a
high quality
PVC piping with glued and/or threaded
joints. The piping
should be
schedule 40 PVC, NSF rated, but in no
case should be less
than
'200 psi, SDR 21 PVC. All pipelines should
be installed a
minimum of 18
",.inches
below grade, placed in an open
and clean ditch so
the pipe when
laid is not in a bind. The ditching
shall have a reasonably
level bottom
free of roots, rocks, or similar obstructions. The lines shall be
tested at maximum operating pressures prior to covering. A
.visual inspection of the piping and joints should be made prior
to filling trenches. Clean and clod free earth should be used to
-
=;3 refill trenches over piping. The fill should be installed in 6
ch increments and tamped before adding additional fill. The
;; tF-:`trenches should have fill slightly mounded over the trenches to
account for future settling.
xvii. The Raleigh Regional Office of the Department of
,,�`.,Env ronment, Health, and Natural Resources, Division of Environmental
Management (DEM) shall be notified once the pipelines are in
place so an inspection can be made on their installation. The DEM
-:-,may---elect to have a professional engineer do the inspections if
they so desire. The Dept. of Environmental Management's phone number
1 919") 733-7015. If questions arise, the local branch of the N.C.
{ . Department of Environmental Management is in Fayetteville and
-their phone number is [phone].
is

xviii. The areas to be sprayed shall be cleared of any obstacles
that would inhibit the irrigation coverage. This applies to
tall grasses, bushes, etc. Larger trees should be left in place.
The owner or irrigation contractor shall take reasonable measures
to keep the spray area in a natural condition. Heavy vehicles are
not allowed on the area. Minimal soil disturbance should be the
order of the day. Once the irrigation is in place heavy equipment
or vehicles shall not be allowed in the spray field area.
xix. Ideally, irrigation should ,�i� take place just prior 'to or
after a rainfall event or in extremely cold or prolonged wet weather.
Close observation of weather conditions and forecasts should be noted
by the home owner and irrigate accordingly if at all possible. Use of
' the manual override switch for the irrigation pump can be used to
delay irrigation -for example. Still, with a small irrigation system
��°.: = .`_ .. and limited" storage capacity "some. irrigation will be necessary at
~'?Tess -:.than desirable times. The home owner shall at all times take
e" necessary precautions to insure water run-off does not occur
off :site and to protect ground water resources.
The use of an automatic irrigation timer may be
' incorporated into the system if the homeowner so desires. However
:.;--this is a decision for the homeowner and is not required.
xxi. The entire spray wetted area shall have a fence built
. --around it to keep unauthorized persons out. It shall have at
least 2 strands of wire or similar construction. The owner
shall strive to keep persons out of the spray area via the fence
.,or.similar approach.
xx1i. The homeowner may plant shrubs, plants, or grass in the irrigation
area as long as the plants do not interfere with irrigation
coverage. A good vegetative cover should be maintained throughout
the year.
xxiii. If the homeowner ever decides to construct a water well on
.his -,'property, it must be a. minimum of 100 feet from the waste
" treatment system and spray field.
F) MAINTENANCE
1. All grasses shall be kept mown and neat in and around the
-., spray. area. Undesirable undergrowth should be kept cut to avoid
interference with spray trajectories.
2. There will be very few above -ground components to this
r`r "system. Alarm boxes, electrical disconnects, access covers, etc.
should be kept as clean as possible to extend the life of mechanical
...parts. Exposed components should be weatherproof and be installed
out of.the spray area. Painting of exterior components (when applicable)
should take place on a regular basis.
9

3. Routine inspections of remote pumping stations, seldom used
alarms or parts, etc. should be performed by the home owner.
Regular monthly manual testing of alarms is mandatory.
4. Sludge -removal from the Cramaglass tank should take place
every 6 months. The concrete storage tanks should be pumped at the
end of the first year of operation for inspection purposes. If
little or no sludge has accumulated in them, a pumping of once every
4 to 5 years will most likely be acceptable. All sludge removed
from the tanks shall be hauled off premises and disposed of in
accordance with General Statute 143-215.1 at or in a manner that
is approved for the collection and transport of human wastes.
Scum layers in any tank should also be removed at the time of
pumping.
5. All above ground plumbing that is not normally drained when
'the's stem is at rest should be adequately insulated and moisture
Y q Y
-` ,.r-protected to prevent freezing during cold weather.
6. Protective shelters or covers shall be placed over any
moisture sensitive motors, alarms, or similar equipment.
7.. At all times the homeowner shall strive to conserve water
and keep unnecessary or unusual wastes out of the wastewater
treatment system.
8. The homeowner shall install water conserving shower heads,
sink aerators, and toilets in his or her home. All members of the
household shall be instructed as to water conserving techniques.
.9. All pumping equipment, plumbing, and/or water lines shall
s- comply with the above specifications and attached drawings. It
shall be necessary for a licensed professional engineer to inspect
the."as built" system to assure its construction complies with the
specifications. Major construction changes should be approved at
4 he:-'state..level and "as built" drawings submitted to the state
for- ,approval by a licensed professional engineer if major changes
r=.. occur. When the construction is satisfactory the engineer shall notify
,the..state of the inspection and findings.
10... The disinfection system shall be kept full of chlorine
s := tablets. This device shall be checked at least wee]-,ly in the
- -beginning of operation to develop a pattern of chlorine
depletion. Afterwards the owner shall check the tablets as often
as: necessary to afford adequate disinfection.
FI MONITORING REQUIREMENTS
.1. Monitoring wells will not be required on this property
unless so required by officials from the state section of Ground
Water Management.
- c
10

G) REPORTING REQUIREMENTS
1. The homeowner shall report any problems or accidents
immediately to the N.C. Department of Environmental Management in
Fayetteville -at [phone]. Questions about the system may be
addressed to the same department.
2. At least 6 months prior to the end of the issued permit the
homeowner will be required to contact the State for a permit
renewal or extension. At this time the homeowner shall be
..responsible -for answering questions about the system and its
r performance. �t
3.. The homeowner should keep these specifications and an
Y` corres ondence he or she receives about the
project in a safe and
;:.acc.essible place. The homeowner should keep monthly records on
µ`} chlorine use, and any maintenance or repair records related to
the system.
Community relations is extremely important in this type of
activity. The homeowner is encouraged to do a good job in
landscaping, maintenance and housekeeping to ensure odors are
held to a minimum.
CA..R�
SEAL
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i
AGRICULTURAL
EXTENSION .
i SERVICE
Address reply, to:
Ext. Biological &;Agricultural Engineering
North Carolina State University
Box 7625
EXH(Bir F
A'orth Carolina State Uniuersity
School of Agriculture and Life Sciences
Date L 4Y' 1 I
Raleigh, NC 27695-7625
i
1 Dear Sir or Madam:;
The North Carolina' Agricultural Engineering Extension Service is sending
you material you requested or material we think might be of interest to
YOU. We sincerely hope you will find it helpful.
Sincerely,
i Extension Specialist
f
Biologicalg and Agricultural Engineering
I
i
operative Extension Work in Agriculture and Home Economics A&T and N.C. State Universities,100 Countiesand U. S. Department ofAgriculture

8
S
SITE EVALUATION -
Danny Adams Property
Moore County., North Carolina
Mr. Danny Adams has an option on a parcel of land containing
approximately 5 acres. -The parcel of land is a pennisula which extends to
Nest Spring Pines.Lake.. The tract vs approximately 350 feet wide at its
Widest and approximately 200 feet wide at its narrowest point. There is a
small "area on the site (approximately_ .2 acres) which does appear to meet
all setback requ-relents necessary for a slow rate spray irriga-tion system.
The Moore County Health Depar-tment has -evaluated the- property and concluded
that the material on the site•consisis of a dredge and fill soil.
Vegetation growing on the s"ite indicates that the site has been in place for
approximately 25- to 30 years, and soil formation has taken place over the
site. Natural drainage -patterns have been established within the soil and
soil properties arejvery. conducive to'a slow rate spray irrigation system
i
for the waste from this single ,family home:
Because the Moore. County Health Department has,"denied this property,
.Mr. Adam.s is seek-ing.a permit for a pretreatment "and irrigation system.
•There are two purposes'to the brief report which follows. The first is to
.describe conditions encountered on the proposed wastewater receiver site.
The second is to make recommendations regarding'appropriate hydraulic and
constituent l-oadings for the wastewater generated in this single four-
i be.droom home.
Topography
The topography on the site is somewhat atypical of the Sandhills region
of the state. The topography i-s uncharact ristically flat and level. The

r
maximum elevation on the site is approximately 4 feet above the water level
in West Spring Pines Lake. The gradient over the site is very gentle.
Maximum slope appears to be 2% or less. There are no well-defined
drainageways encountered on the site, and there was no evidence of any
gulleying. Topography should not be a serious limitation for design or
operation of a land -based wastewater irrigation system.
Some relief is essential to prov'ide a gradient along which both
hydraulic and process constituents contained in the waste stream will move.
The very gentle topography encountered over the site may limit the gradient
slightly, but this should not have an adverse effect on the overall
operation of this system. The limited hydraulic gradient can be overcome by
maintaining low hourly wastewater loadings onto the site and by providing
several wastewater irrigation areas to treat and to renovate the domestic
wastewater generated by the Adams Family. Topography should pose no
Limitation which cannot be overcome through careful design and operation of
this facility. Topography should not preclude use of the site as a receiver
for wastewater.
Soils
The soils encountered on the site are also atypical of the Sandhills
region of the state. The land has been disturbed drastically. Material
present on the site was dredged spoil which was moved while the lake was
under construction. There is some evidence that natural soil forming
processes have returned the soil to something of a natural state.
Nonetheless, the soil properties did vary widely over the site. Soils
ranged from deep sandy soils to soils with a well -developed clay loam
subsoil. There was no evidence of a seasonal high water table within 36 to
48 inches of the soil surface. Hand auger borings were advanced at four

Locations on the site. The auger borings indicate that the soil material is
widely varied.' The most restrictive of the soils encountered will be used
for design purposes. This most restrictive soil did contain a clay loam
subsoil, and.the permeability of this subsoil is slightly less than that
encountered in the lighter textured subsoil. A typical or representative
soil profile description for the material encountered on the site is:
0 - 12" gray sand to loamy sand; granular structure;
few fine and medium roots
12 - 16" light gray sand; granular structure;
few fine and medium roots
16 - 4811 dark gray sandy loam to sandy clay loam;
weak, fine, granular structure to weak
blocky structure; friable; many rounded
gravel fragments encountered throughout the
profile
48 - 6011 dark gray sandy loam to loam sand; weak, fine,
subangular blocky structure to blocky structure;
many rounded gravel fragments
6011 boring terminated
0
As stated, there was no evidence of seasonal high water table within 36
inches of the soil surface. Soil samples were collected and the soil
material encountered on the site is mildly acid and exchange capacity is
very low. The mild acidity can be overcome by applying approximately one
ton of lime per acre. The one -quarter acre irrigation site required will
require approximately 500 lbs. of lime. This lime must be spread uniformly
and evenly over the site. In addition, soil sampling indicates a deficiency

phosphorus and potassium. Phosphorus will be applied with the
irrigation water. Potassium must be applied as a supplement. Approximately
60 to 80 'tbs. of potassium `must be applied per acre per year to ensure
optimum fertility levels in the soil.
The soil material is moderately to rapidly permeable. There do not
appear to be significant soil limitations noted on the site. The erosion
potential is low, permeability in the topsoil is moderate to rapid,'while
permeability through the subsoil is on the moderate side. This will force
retention of nutrients on the site and allow for their uptake by vegetation.
The soil conditions encountered on the site are well suited as a
receiver for domestic wastewater. Moderate loadings can be tolerated on the
site. The maximum hourly hydraulic load should be limited to .3 inches/hour
or less. Several subirrigation fields should be developed, and irrigation
should be rotated from field to -field with varying cycles. Soil properties
should not limit the potential of the site to serve as a receiver for
wastewater. No significant soil limitations were noted on the site.
Recommendations
The wastewater assumed to be irrigated on the site is typical of
domestic wastewater. Typically, treated domestic• wastewater will contain
Low concentrations of organic matter and nutrients. Each constituent in the
waste stream must be assimilated at a rate consistent with the soil, the
site and the vegetation will assimilate approximately 250 lbs. of nitrogen
per acre per year, 100 lbs. of phosphorus per acre per year, 5000 lbs. of
organic matter per acre per year, and the site can assimilate up to 42
inches of wastewater per acre per year. Typically, domestic wastewater will
contain approximately 20 mg/l of nitrogen, 5 mg/l of phosphorus and up to 45
mgl/l of organic matter. Each must be assimilated at a rate consistent with

the soil, the site, and the vegetation.. •
Land area requirements necessary to assimi'Cate each are summarized
below. The -analysis indicates that the land area required to .assimilate the
hydraulic load is the most restrictive of. the waste constituents. A. land
area of approximately .15 acres is necessary to -assimilate the•estfmated 480
gallons per day -which will be produced by this single family residential
facility.
The "next most 'limiting constituent contained in the waste stream is the
nitrogen.. A Land area of approximately .12 acres will be necessary to
assimilate this. An area contai-ning approximately 7000 sq. ft.-should be
more tha'n adequate .to assimilate the waste constituents at the Adams
facility: This will require an area measuring approximately 85 ft. x 85'ft.
Uti.lizat-ion of four very small Rain B-ird type sprinklers -Which throw
approximately 30 feet will easily cover the land area -required -for this.
system..
The waste characteristic,s.the'mselves should pose little or no'hazard to
the operation of this land'tre,atment facility. Treatment and disinfection-
will be required. '_Typically, wastewater is treated in a mechanical system
or a sand filter prior to'irrigation."",Disinfection must -be accomplished"
with either an ozone disinfection unit or chlorine. Because of the
potential for residual halogenated hydrocarbons -in chlorine -disinfected
.wastewater, an o'ione disinfection unit is strongly recommended. Ozone,
disinfection units are available at reasonably low costs and they "are
reasonably easy to maintain.
i
With proper care in design and installation and with careful- operation,
the single area examined as a potential irrigation facility for -the Adams
home should serve for many years as a--successful.waste-water receiver system.

Some monitoring of the soil, the wastewater and the vegetation may be
necessary to comply with the conditions of the permit. There do not appear
to be technical reasons which will preclude the issuance of the permit for
this irrigation facility. Area requirement,§ and buffer zones may be a minor
Limitation. Careful layout of the system will be essential to overcome this
potential limitation.
Conclusion
The single site evaluated as a potential wastewater irrigation site
does appear to have good potential. Irrigation of wastewater at a rate not
to exceed .3 inces/hour and not to exceed 42 inches per year will be
adequate on this site. with careful design, installation and operation the
site proposed should last for many years as a suitable wastewater receiver
system.

Adams Site Calculations
4 bedrooms x 120 gat/bedroom/day x 365 days/yr = .15 acres
27,154 gallons/acre-inch x 42 inches/ac
Nitrogen: .1752 MGY x 20 mg/l=N x 8.34 = .12 acres
250 lb-N/acre/year
Phosphorus: .1752 MGY x 5 ma/L-P x 8.34 = .07 acres
100 lb-P/acre/year
yJ

`10 E.T. Drainage Runoff Total Rainfall Waste
J .93
5.92
.42
7.27
4.16
3.11
F 1.40
5.92
.44
7.76
4.36
3.40
Li 2.17
5.92
.41
8.53
4.06
4.47
A 3.30
5.92
.46
9.68
4.56
5.18
�i 4.34
5.92
.66
10.92
6.58
4.34
J 4.80
5.92
.54
11.26
5.44
5.82
J 4.65
5.92
.65
11.22
6.51
4.71
A 4.03
5.92
.72
10.67
7.20.
3.47
S 3.30
5.92
.58
9.80
5.81
3.99
0 1.86
5.92
.42
8.20
4.23
3.97
v 1.20
5.92
.41
7.53
4.07
3.45
D .62
5.92
.40
6.14
4.03
2.91
48.82

OOTF (70unty EaCt�i 1�E�ia�tmEnt
'R.&stt'R. "Wtttmann
25z'.dt
Mr. Daniel Adams
Box 3090
McIntyre Station
Pinehurst, N. C.
28374
C 9E
CIZE/2LL2iE L7a ct 2a
June 9, 1989
RE: Site Evaluation of John Calgaro property on South
Lakeshore Drive, Whispering Pines, N. C.
Dear Mr. Adams:
E,H1B)r C
9i%pfW-- JJ919-9%4�7-000
J-oi! Offs < OY 279
e ,j4.g.. ay. c 28327
This property has been evaluated several times in the past for the pur-
pose of installing a subsurface sewage disposal system. The results of these
investigations were that the site is unsuitable for an on -site sewage disposal
system.
The only alternatives that are feasible appear to be obtaining a'surface
discharge permit through Environmental Management or procuring a suitable area
offsite on which to install a system.
If I may be of further service, please notify.
jSinrely,
4
Samuel W. Fields, R. S.
Environmental Health Supervisor

5154 111 NW
;ALE 1:24 000 1 MILE
0
:�-L�—
3000 4000 5000 . 6000 7000 FEET
-s=
0 1 KILOMETRE
3 INTERVAL 10 FEET
JIC VERTICAL DATUM OF 1929
i NATIONAL MAP'ACCl1RACY: STANDARDS
GICAL SURVEY, RESTON VIRGINIA •22092
IC MAPS AND SYMBOLS:IS AVAILABLE ON REQUEST
I
03
3e02000m.N•
35°15'
!'30"
HIJAU GLAJJIrIVtAl ivi. : s� 9
Primary highway, . Light -duty road, hard or'' s .�A
hard surface ...... _._:............ improved surface.........
Secondary highway,
hard surface-:..--.---.--,.Unim'proved road.....___-_______
Interstate Route U. S._ Route: 'Q State 'Route
'CARTHAGE; . N. C. '
QUADRANGLE LOCATION.'-N3515,'W7922.5/7.5,'
AMS.5154.IV SW=SERIES V842

M
CONTROLLED BATCH
WASTEWATER TREATMENT SYSTEM
Patent Pending
CROMAGLASS Corporation
Williamsport, Pennsylvania 17701 Telephone [phone]

Wh-y,--a
M
Batch -treat system
is best —
All Cromaglass treatment systems operate on identical prin-
ciples: turbulent. aeration of incoming sewage and batch
treatment of the bio-mass in separate aeration and quies-
cent settling tanks. The discharged effluent is a completely
odorless liquid, almost clear in color and with a reduction of
suspended solids and B.O.D over 85%. Even higher effi-
ciencies can be obtained if required. Normal per -batch cycl-
ing is 180 minutes, and optimum quality standards are main-
tained even at peak intake levels because of batch -transfer
and batch -reserve functions.
ADEQUATE OVERLOAD RESERVE
Cromaglass systems will safely handle temporary peaks
when the plant is subject to overloads, and there is only a
slight reduction in effluent quality under these conditions.
This feature is built -into the system to cover temporary emer-
gencies only.
HIGHER OPERATING TEMPERATURES
Cromaglass systems. are designed to retain heat, and are
specially insulated for this reason. Higher temperatures in-
crease enzyme and biological activity, reducing the cycling
time required between tanks. The heat generated by the
submersible pumps is fully utilized to increase operating
temperatures even further. Cromaglass systems operate ef-
ficiently at sub -zero temperatures, and models are available
for permafrost installations.
NOISE AND ODOR FREE
Bio-mass breakdown is accomplished underwater in totally
enclosed tanks and there is absolutely no odor when hatch-
es are closed. The processed effluent that is discharged
from the system is also odorless. When a system is operat-
ing it is inaudible,. and -can be installed very close to the
building it is serving.
COMPLETELY AUTOMATIC, MINIMAL
MAINTENANCE
All Cromaglass systems are completely automatic and re-
quire no regular supervision while operating. Pumping, cycl-
ing, alarm systems and switchgear are programmed from a
single centerwithin the system and powered bysingle phase
115 or 230 AC voltage. The only maintenance required is a
periodic maintenance check by your serviceman.
BY-PASS NOT POSSIBLE
Cromaglass systems are designed to make by-pass and in-
tertank contamination impossible. No bio-mass can transfer
from one tank to another except through the programmed
pumping system, and all sludge that collects in secondary
tanks is automatically returned to the main tank for further
aeration and breakdown. This results in extremely low
'sludge deposits. Most residual sludge that collects is made
up of biological ash and insoluble particles that. have come
into the system.
CORROSION -PROOF CONSTRUCTION . -
Depending on the size of the Cromaglass system you install,
tank construction is either fiberglass or poured concrete.
Covers and locking hatches on all models are constructed
entirely of fiberglass to reserve heat and prevent tampering.
Interchangeable submersible pumps are employed in all
systems. All tanks and electrical systems can be installed ei-
ther above or below ground, and no sheds, fences or build-
ings are necessary.
REDUCED DRAINAGE FIELD SIZE
Because of the clarity, odorless quality and high treatment
standards of the effluent from Cromaglass systems, the
drainage field can be up to two-thirds smaller than the size
required for conventional systems. This reduced field area
leaves more room on the property for other buildings, roads
or landscaping. The number of field failures due to inade-
quate wastewater treatment are legion, and can never oc-
cur with a properly maintained Cromaglass system. Clogg-
ing of tiles from the effluent of a Cromaglass batch -treat
system is impossible.
TYPICAL APPLICATIONS OF .
BATCH TREATMENT SYSTEMS:
Apartment House — Forestry Service — Generating Sta-
tions —Ships — Industrial Plants — Mobile Home Parks — �r
Motels — Offshore Drilling Platforms — Private Hospitals
— Recreational Areas — Residences — Restaurants —
Schools — Resort Areas.

K.
L'%nrY%1171^ A'rl^klf%
V1 VV11 IV1_%11V111V
POWER:
115V/230V Single Phase.
Refer to power consumption chart for KWH and amperes.
230V/460V - 3 phase available at increased cost.
CONTROL PANEL:
Nema 1 enclosure standard equipment.
(Nema 3R, 4, 7, and 12 available)
ALARM:
Red Light mounted on panel plus Audible alarm.
CONSTRUCTION MATERIALS:
Tank —Fiberglass Reinforced Plastic.
Comminution Chamber —Fiberglass and non -corrosive screen.
Piping and Fittings —Schedule No. 40 - PVC - NSF Approved.
Metal Fittings —Stainless Steel.
SHIPPING WEIGHT AND DIMENSIONS
Pumps
Total Head in Feet
Amperage
5 10 15 20 25
Model
Max. Run
Locked
Capacity In Gals. Per Min.
Amps.
Rotor Amps.
1/4 H.P.
Discharge
30
26
20
12
10
15.6
y' H.P.
WE0311 L
100
80
60
36
3
9.4
32.2
yz H.P.
WS0511A
140
107
74
41
7
13
34.9
Model #
Dimensions
Length Width Height
Shipping
Weight
24 Hour
Rated Capacity
Discharge
Volume
. Discharges
per day
CA5
7'11"
5' 7"
5' 7"
450#
500 gals.
85 gals.
6
CA15
11' 3"
5' 7"
5' 7"
570#
1,500 gals.
260 gals.
6
CA25
14'10"
6'10"
6'10"
1,075#
2,500 gals:
420 gals.
6
CA30
14'10"
6'10"
6'10"
1,275#
3,000 gals.
400 gals.
8
CA50
19' 5"
7' 4"
7' 3"
1,905#
5,000 gals.
625 gals.
8
.'CA60�,
19' 5"
7' 4" -
7' 3"
1,905#
6,000 gals.
625 gals.
10
-CA100,
38'10"
7' 4" - .
7' 3"
3,600#
10,000 gals.
1,000 gals.
10
. CA120
38'10".
7' 4"
7' 3"
3,600#
12,000 gals.
1,000 gals.
12
Table "A"
OPERATIONAL DATA'
Power Consumption/Per 24 Hrs.
Removal
Efficiency
Sludge
Recycle
B.O.D.
Aeration
Deten-
tion
Reserve
Daily
Plant
Treated
KWH
Influent
Effluent
Time
Surge
Volume
'Model.
Capacity
Gals.
%
% .
mg/1
mg/L
(hours)
CA5
5W
5.78
85-96
98.100
80-300
10-30
14
In excess
CA15
1500
9.17
of 250
CA25
2500
14.85
-
Average
Gals./Day
CA30
3000
32
CA50
5000 -
32
CA60
6000
32,
CA100
10000
52
CA120
12000
52
'Based on NSF Certified Data

F _
_ A
S G D I
Pi
-
A -ENTRY PIPE B-COMMINUTION CHAMBER C-AIR NOZZLE ASSEMBLY
D-AERATION'CHAMBER
E=TRANSFER PIPE
F-DISCHARGE . H-AIR SUPPLY J-JUNCTION BOX P1- P2-SUBMERSIBLE PUMPS'S-SETTLING CHAMBER'
G-FLOAT LEVEL SENSOR t
PROCESS DESCRIPTION
Sewage from source flows through entry pipe (A) to com-
minution chamber (B) Aeration pump (P1) is programmed —
drawing mixed liquorthrough bottom and out through air noz-
zle venturi assembly (C) Airsupply is pulled into tank through
pipe (H) Discharge from nozzle is directed toward screen
and ensuing turbulence causes material in chamber to
abraid and come apart after which mixed solution passes in-
to main aeration chamber (D)
Transfer pipe (E) directs approximately 25% of (P1) pump
flow to settling chamber (S) All power to pumps (P1) and (P2)
comes from junction box (J) Remotely located control panel,
contains a level control switch which activates an alarm cir-
cuit within home if water level rises too high in tank (i.e. elec-
trical or pump failure or overloading).
Pump (P2) discharges treated - settled effluent at pro-
grammed level.
Float level sensor (G) prevents (P2) pump from discharg-
ing too much water from settling chamber during periods of
low flow and thereby retains necessary biological mix in
aeration section for best treatment.
Discharge is via PVC fitting (F)
Important facts about ordering & installing a system
A professional engineer should be consulted as soon as
you have decided to install a system. He will provide all the in-
formation you'll need during preliminary planning stages,
then handle liaison between your contractor and Croma-
glass Corporation as the job proceeds. His services are also
invaluable in obtaining permits or authorizations that may be
required from regulatory departments or agencies. Detailed
installation drawings are supplied to you and your engineer
when your order is placed. For preliminary planning and
estimating beforehand, this checklist provides a helpful
guide:
❑ Each Cromaglass system requires specific shipping and
handling techniques. Our offices can advise you on best
methods, and how to handle and place the plant once it is
on site.
❑ Installed systems must be accessible, and installed
under conditions suitable for operation and service.
Buildings orfences are not normallyrequired, but if plant is to
operate under low temperature extremes, certain protection
options mayhave to be supplied.
❑ For costing of excavation, slabs, hold-downs, backfilling,
etc., please see plant dimension tables on installation
drawing.
❑ Future enlargement of system capacity should be con-
sidered if expansion is likely, and the location now being
selected should allow for temporary overload conditions.
❑ Adequate single phase electrical power must be
available, with proper panels, fuses and safety switch.
Electric equipment, wiring and pipes must be in accor-
dance with local codes and ordinances. No changes in
the system can be made without written approval of
Cromaglass Corporation.
1_4
CG-885

(SUMMARY REPORT)
AN UPDATED PERFORMANCE EVALUP.TION OF A BATCH TYPE
AEROBIC COMMUNITY �ZAS=ATER TREAT14ENT SYSTEM
M
David A. Long, P.E., and
John J. Yamona
February 1985
The Pennsylvania State University
Civil Engineering Department
in cooperation with
Small Industries Research
and
Institute for Research on Land and Water Resources
University Park, PA 16802

I. Introduction
A. Statement of the Problem
Over the last few decades, statistics indicate that approximately 70
percent of the population of the United States is served by sewers and of
those served, approximately 92 percent are served also -by wastewater treat -
meet facilities: The 30 percent of the population not served by sewers
depend on sane 15 to 17 million septic tanks and cesspools; and 5 to 10
mi.11ion�households use more primitive techniques such as privies or direct
discharge to water courses.
In many states where rural development is taking place, particularly that
for second homes, officials ard.faced_with a serious problem in regulating
disposal of wastewaters generated from these homes and related commercial
and ccmmn-ity development. .
Although evidence is being accumulated which indicates that a large
number of on -site wastewater disposal systems have failed, the U.S.
Environmental Protection Agency (EPA), state, and local officials are
advocating the use of alternative disposal techniques to offset the -rising
cost of large collection systems and centralized treatment. The failure of
systems employing -current on -site technology and the demand for alternative
disposal systems has made the develognent of new technology imperative.
Development of small, effective, and'econcmical treatment alternatives
would make significant contributions to protecting rural water resources
as well as aiding needed development.
B. objective of the Evaluation Project
The specific objective -of the evaluation project reported herein was
to demonstrate and critically evaluate the overall operating performance

IWA
and efficiency of batch type wastewater treatment units which are
intended for use with community on -site wastewater disposal systems. The
unit which was evaluated is manufactured by Cromaglass Corporation, Williamsport,
Pennsylvania.
Although the basic aerobic treatment of wastewater has been well documented,
most of the small systems studied have been continuous -flow units. Batch
type operation such as that evaluated in this study provides for more positive
control of wastewater volumes and treatment time than do continuous -flow
systems. Such control is particularly critical in small treatment systems
(individual homes up to approximately 10,000 gallons per day flow) where
influent flows are highly variable. These highly variable flows often cause
hydraulic shock loading of conventional continuous -flow systems with resulting
decreases in effluent quality. The performance evaluation of a batch type
unit designed for use with an individual home has been reported previously (1).
The evaluation of the original design of the larger units designed for use in
con m-mity systems also has been reported previously (2).
Results and Discussion
A. Subdivision Flow Pattern Test Phase
The Crcnaglass modified CA25 batch treatment unit was installed, filled
with raw wastewater and placed into operation on May 4, 1984, in preparation
for the subdivision flow pattern evaluation. It was decided to only monitor
the startup of the unit visually with same monitoring of DZSS and effluent
solids rather than to collect data on a regular basis because of manpower
limitations.
The performance evaluation of the Cromaglass CA25 unit operating with a
simulated subdivision flow pattern was begun on June 20., 1984.. The unit ran
continuously until the conclusion of the subdivision flow pattern evaluation

=3-
on August 24, 1984, a period of 66'days. As pointed out..earlier, the total
daily flow to the unit during this phase of the study was 2,000 gpd. A total
of 19 samples were collected over this phase of -the study to represent process
performance. Results.from the analyses of these samples'are presented in
Table 2. These results show that the unit effluent BOD5 and Total Suspended
Solids, TSS, averaged 10 mg/L over the evaluation period'. Based on these
average results, the BOD5 and TSS percentage removals were 96.2 and 96.1 percent
respectively. These results show that excellent removals were obtained
over the varied influent organic loadings which occurred and that the
effluent would meet the U.S. Environmental Protection Agency requirements for
secondary treatment easily. A summary of all the data collected during this
portion of the study is presented in Table.3.
No data were collected on ammonia or nitrate nitrogen levels during this'
study due to the limited manpower available. However, it was noted that the,.
sludge -often -would rise in the cylinder used for the 30-minute settling.test
shortly after the settling test was completed.' Such occurrences often are attri-
buted.to denitrification of the settled sludge.. This denitrification only will.
occur after significant nitrification has taken place during 'the aeration cycle..
The mixed liquor solids(MISS) varied widely during the evaluation period
from a minimum of 296 mg/L to a maximum of 3,990 mg/L. The average MISS for
this portion of the study was 1,854 mg/L. Some of the variability in the MISS
concentration data likely was due to the difficulties experienced in getting
trulyrepresentative samples from the aeration tank due to the variable volume
of mixed liquor in'the aeration tank and the presence of foam on'the surface of
the -tank. Calculation of food to microorganism(F/M)ratic was not attempted due
to the variable volumes encountered because of the batch.rnode of operation. No
sludge was wasted from the'unit during this portion of the study even though the
Volume of sludge after 30 minutes of settling was quite high on occasion.. The
batch mode of operation apparently can handle such volumes of sludge as indicated
by the consistently low TSS in the effluent.

Table 2.
Process. Performance Summary
CA 25 Batch Type Treatment Unit
20 June 1984 to 24 August 1984
FLOW PATTERN: Subdivision
Flow: 2000 gpd
Average
Maximum
Minimum
Standard Deviation
Dissolved
oxygen, mg/L _
Aeration
Tank
4.8
7.0
.2.0
1.5 r
Biochemical oxygen
_Demand, mg/L
Influent _
262
482
135
10
Effluent
10
18
5 —
4.1 ---`
Suspended
Solids, mg/L
_
Sludge Volume
30 min. mL
Influent
253
_
.982
101
203`-
Effluent _ _
10
16
4.9
3.7
Aeration Tank
Aeration -
Tank
1 854
308
3,990
900
296
35
.
_
995 _
255
13 September, 1984 to 12 December, 1984
FLOW PATTERN: School^ i
Flow: 1200 gpd
Average
Maximum
Minimum
Standard Deviation
___
Dissolved
oxygen, mg/L _
Aeration
Tank
5.5
6.7
4.2
0.9
Biochemical oxygen
_ Demand, 'mg/L _ _
Influent
224
508
143
75.2
Effluent
_
9.7
18
4
--�_'
3.8
Suspended
Solids, mg/L
Influent
176
452
80
_-
_
76.6
Effluent-,
12.6
34
3.7
9.0
Aeration Tank
2,282
3 727
1,394
_
671
Sludge Volume
30 min. mL
Aeration Tank
753
970
_:,_L3 0
194 ---
a) All data collected are shown in Tables 3 and 4.

L
Table 3.
Data Summary
CA 25 Butch Type Treatment Unit
Flow Pattern: Subdivision Flow: 2,000 gpd
----------- --
----
--
-------
----
--- Date - 1985~-
----
---
-
----
Parameter•
6/20
6/21
6/22
6/27
6/28 6/29
7/12
7/13
7/18
7/25
_7/26
Aeration Tank D.O., mg/L
5.45
4.2
5.3
6.2
6.2
6.5
5.2
2.0
4.3
5.5
7.0
Biochemical Oxygen Influent
270
220
241
482
372
390
235
195
238
250
275
Demand, mg/L Effluent
16
11
5
6
8
11
18
17
15
8
7
Suspended,Solids, Influent
353.
176:
193,
982.
332•
252.
130.
167.
141.
163.
124
mg/L Effluent
6.6
5.2
4.9
16.
12:
11
12.
11.
7.2
11.
4
MLSS
1580.
15.18.
1746.
453•
35.6.
296.
1433.
1447.
1414.
1780
1363
Settled Sludge
250
200
280
55
45
35
190
185
170
210.
190
Volume - 30 min, mL
SVI
158
132
160
121
126
118
132
128
120
118
139
Comments:
6/27/85 - influent was very "gritty" and MLSS had decreased significantly.
6/28/85 -mixed liquor supernatent was turbid.
6/29/85 - 6 day BOD due to July 4 Holiday.
7/5/85 - a power failure had occurred at the PSU plant which shut down the CA 25 unit.
7/12/85 - solids floated in settling test after 45 mina
7/13/85 - solids floated in se.L.tling test ,after- 50 min:-
i
Ln
8 �

Table 4.
Data Summary
CA 25 Batch Type Treatment Unit
Flow Pattern: School (8 hr). Flow: 1,200 gpd
Date - 1985
Parameter
9/13
9/14
9/21
9/26
9/27 1 10/17
10/18
10/19
11/2
11/7
11/8
Aeration Tank D.O., mg/L
4.7
6.7
-
-
5.5
-
-
6.3
-
-
5.2
Biochemical oxygen Influent
172
508
180
312
173
223
196
214
194
215
243
Demand, mg/L Effluent
5
11
4
9
9
12
15
18
6
6
6
Suspended Solids, Influent
-
452.
110.
213.
93.
152.
115.
138.
80.
142.
217
mg/L Effluent
3.7
4.1
5.4
8.
11.
12.
29.
32.
6.4
5.3
6.
MLSS
1612.
1394.
1701.
-
2286.
2178.
1795:
1822.
1514.
2078.
1827
Settled Sludge
380
380
610
-
970
950
880
900
440
780
700
Volume - 30 min, mL
SVI
236
273
359
-
424
436
490
494
291
375
383
Comments:
9/13/85 - started collecting data for the school flow pattern portion of the study
9/26/85 - no MLSS sample collected as unit was at stand by level at time of visit
9/27-10/17/85 - raw waste load pump failure -no samples collected.
10/19/85 - 6 day BOD
n
R

-7-
B. School Flow Pattern Test Phase
The flow pattern to the unit was changed to the simulated school flow (8
hour steady flow) on August 27, 1985. No adjustment was made in the MLSS,
level prior to starting the school flow pattern portion of the study.
The performance evaluation of the Cromaglass CA25 batch type treatment
unit operating on the school flow pattern was begun on September 13, 1984.
The unit ran continuously until the conclusion of the study on December 12,
1984, a period of 90 days. A total of 22 samples were collected over this
period to represent process performance. As pointed out earlier, the total
daily flow to the unit during this phase of the study was 1,200 gpd. Results
from the earlier study (2) showed that it was necessary to reduce the loading
on the unit for an 8 hour steady flow pattern. Based on an analysis of
equalized flow loading as indicated earlier, it was decided to load the unit
at 60 percent of the daily loading used during the subdivision flow pattern
portion of the study.
The process performance summary results from this portion of the study
also are presented in Table 2. These results show that the unit effluent BODS
and TSS average 9.7 mg/L and 12.6 mg/L respectively. Percentage removals for
BOD5 and TSS, based on the average results, were 95.7 and 92.8 percent
respectively. These results show that the batch type treatment unit performed
very well under the high intensity loading pattern. Some problems were '
encountered with partial clogging of the screen used to protect the raw waste
loading pump in the grit chamber (See Figure 2) during this portion of the
study. It is believed that this partial clogging accounted for the lower
influent suspended solids observed. A summary of all data collected during
this portion of the study is presented in Table 4.
As was the case during the subdivision flow pattern phase of the study,
the MESS varied widely from a minimLun of 1,394 mg/l to a maximum of 3,737 mg/L.
r

The average MMSS for this portion of the -study was 2,282 mg/L. These results
reflect a gradual buildup of ASS during the more than 6 months the unit had
been in -operation without any wasting of sludge. The volume,of sludge as.
reflected by -the 30 minutes settling test data was quite high throughout this .
portion of the study which probably accounts for the slightly higher effluent
TSS observed.
Sum ary and Conclusions
A Crcmaglass-CA25 batch -type treatment unit, modified on the basis of
recommendations made as a result of an earlier study (2), was tested under
two different similated flow patterns at The Pennsylvania State University. "
Effluent quality -from the unit under both loading patterns was excellent and
well below the EPA.secondary treatment requirements of 30 ing/L BODS and 30
-mg/L suspended solids.'
Under the subdivision flow pattern (24 hours per day) loading, the
effluent.BODS-and TSS concentrations averaged only 10 mg/L each. This
effluent quality represented removals of 96.2 and 96.1 percent for BODS and
TSS respectively.
The effluent quality under the -school flow (8-hour steady flaw) pattern.
was nearly as good. Under this loading pattern, the effluent BODS and TSS
concentrations were 9.7.mg/L and 12.6 mg/L respectively....These.results
represented 95.7 and 92.8 percent removal of BOD5 and TSS respectively.
The effluent obtained from these.treatment units normally should be
acceptable for direct stream discharge after disinfection of the effluent
where required. Miere soil absorption systems are to be used for effluent
d disposal, this high quality effluent will produce -significantly lower organic

-9-
loadings on the soil system rich may help to prolong the life of the soil
system.
Because the basic design of all the Crcmaglass batch treatment system
models are essentially the same except for size, it is expected that all
models would perform essentially the same under ccoparable loadings as did the
CA25 in this study. Mechanically, the CA25 unit performed very well
throughout the duration of the evaluation period. Maintenance requirements
were minimal and" no imchanical problems were encountered with any of the pumps
in the Crcmaglass systern or with the timers controlling the batch sequences.
No objectionable odors or other nuisances were noted at any time during the
study.

RA/N4B/RDA
25BPJ/25BPJDA
25B/25BFP/25BDA
Impact Sprinklers
Part Circle, Brass, 1/2''
Varied Angle
These part circle, brass,
impact sprinklers are well
suited to a variety of
applications. The PJ T'" series
includes the precision
jet arm which eliminates
the normal side splash
of a spoon style arm. The
25BPJ operates as a
part circle sprinkler only.
The 25BPJDA operates
as a full or part circle
sprinkler and has a distance
control baffle. The
25BFP has a spoon style
arm and operates as
a full or part circle
sprinkler. The 25BDA is
similar to the 25BFP, but
incorporates the distance
control baffle. All
models except DA have
adjustable pin for stream
breakup. nozzles. All
nozzles feature a nonclog
straightening vane
installed in the nozzle.
Model No.
25BPJ (TNT & STD.)
25BPJDA (TNT & STD.)
25BFP (STD.)
25BDA (STD.)
**Nozzle Range:
9/64 - 5/32
**Pressure Range:
25-50 psi
B = Model Series
PJ =
Precision Jet arm
TNT
= Bearing style 1/2"
male NPT
STD.
= Bearing style 1/2"
.DA =
Distance control
baffle for diameter
adjustment 30'-80'
FP =
Full or part circle
operation
These models have
251 body trajectory
**See charts for nozzle and
pressure variations
AGRICULTURE IRRIGATION EQUIPMENT
0611
How to order: Specify
model number, nozzle size,
and bearing style.
Examples: 25BPJ (TNT) x
5/32; 25BFP (STD.) x
9/64. Note: the 25B series
(spoondrive) is available
with STD. bearing only.
e
Q�
oti~e 5��c
Q
aa`Jy
e
y
25BFP/25BDA
St. Bore Nozzles
Stream Ht.*
7'
t5/32" 25
38
3.43
30
39
3.78
35
39
4.10
40
40
4.40
45
40
4.68
50
41
4.95
25BPJ/25BPJDA
St. Bore Nozzles
Stream Ht.*
7'
9/64'' 25
37
2.83
30
38
3.10
35
38
3.36
40
39
3.61
45
39
3.82
50
40
4.03
t5/32" 25
- 38 -
3.43
30
- 39 -
3.78
35
- 39 -
4.10
40
- 40 -
4.40
45
- 40 -
4.68
50
- 41 -
4.95
tStandard nozzle.
'Shown for standard nozzle at
mid -range operating pressure
25AFP-TNT • t
25AFP-TNT
25ASFP-TNT
Impact Sprinklers
Part Circle, Brass, 1/2"
Varied Angle
These part circle, brass,
impact sprinklers are ,for
general field use, as a
companion model to the
20AH series. Installed at
the end of a sprinkler line
where part circle coverage
is required. The
25AFP-TNT is available
with the low angle nozzles
shown. The 25ASFP-TNT
is similar, but has straight
bore nozzles. Both have
aluminum arms. Note
that the 25ASFP-TNT
provides low gallonage
operation, with the same
angle of trajectory as
the standard 25.
Model No.
25AFP-TNT 3.0, 3.5, 5.0
25AFSP-TNT
**Nozzle Range:
7/64 - 9/64
**Pressure Range:
25-70 psi
A = Model Number
FP = Full or part circle
operation
TNT = Bearing style 1/2"
male N PT
S = Straight Bore Nozzle
or LP-1 Nozzle
Stream Height Designation
3.0 = 3 feet above
nozzle (use 70 nozzle)
3.5 = 3.5 feet above
nozzle (use 120 nozzle)
5.0 = 5 feet above
nozzle (use 230 nozzle)
These models have
250 body trajectory angle
**See charts for nozzle and
pressure variations.
How to order: Specify
i, model number, nozzle size
and type, and orientation
if applicable. Examples:
25AFP 3.0 x 1 /8 7°;
25ASFP x 7/64 SB;
25ASFP x 1/8 LP-1, 30
down.
G
25AFP-TNT/3.0
7° Nozzle
Stream Htt 3'
t1/8" 25 - 23 -
2.21
30 - 24 -
2.44
35 - 25 -
2.66
40 - 26 -
2.86
45 - 27 -
3.04
50 - 28 -
3.22
25AFP-TNT/3.5
12° Nozzle
Stream Ht.* 3.5'
t1/8" 20 - 25 -
1.97
25 - 27 -
2.21
30 - 29 -
2.44
35 - 30 -
2.66.,
40 - 31 -
2.86
45 - 32 -
3.04
50 - 32 -
3.22
25AFP-TNT/5.0
23° Nozzle
Stream Ht* 5'
t1/8" 25 - 32 -
2.21
30 - 33 -
2.44
35 - 34 -
2.66
40 - 35 -
2.86
45 - 36 -
3.04
50 - 37 -
3.22
25ASFP-TNT
St. Bore Nozzles
Stream Ht.*
7'
t7/64
35 -
36
- 2.08
40 -
37
- . 2.24
45 -
37
- 2.37
50 -
37
- 2.50
55 -
37
- 2.65
60 -
37
- 2.75
65 -
38
- 2.87
70 -
38
- 3.00
1 /8" 30 -
36
- 2.47
35 -
36
- 2.65
40 -
37
- 2.85
45 -
37
- 3.00
50
- 38
- 3.15
55 -
38
- 3.32
60
- 38
- 3.47
65 -
39
- 3.60
70
- 39
- 3.75
25ASFP
LP-1 Nozzles
Stream Ht.*
6.5'
6'
5.5'
t1/8" 25
37
36
35 2.36
30
37
36
35 2.58
35
38
37
36 2.79
40
38
38
37 2.98
45
39
38
37 3.15
50
39
39
38 3.33
9/64" 25
38
37
36 2.94
30
38
37
36 3.23
35
39
38
37 3.50
40
39
38
37 3.75
45
40.
39
38 3.98
50
40
39
39 4.20
tStandard nozzle.
'Shown for standard nozzle at
mid -range operating pressure.

►-' :i to
FM 0659
0887
`,QL/AUTV PUMPS F1NCr l,9,7P „ ZJbTZZ11 01 O Supersedes
0287
Product information presented here 3280 Old Millers Lane
reflects conditions at time of
publication. Consult factory regarding P.O. BOX 16347 • Louisville, Kentucky 40216 Ex. iq i 8 17 L
discrepancies or inconsistencies. [phone] • FAX [phone]
COMPARE THESE FEATURES
. Non -clogging vortex impeller design.
. float operated, submersible (NEMA 6)
2 pole mechanical switch,
. Durable cast construction. Cast iron
switch case, base, motor and pump
housing. No sheet metal parts to rust
or corrode..
. Stainless steel screws, bolts, float rod,
handle, guard, arm and seal assembly.
. Twenty foot UL-listed 3-wire neoprene
cord and plug. Extra cord lengths
available in 25-35-50 foot length only.
. Automatic reset thermal overload
protected, 1 phase only.
. Oil filled motor - hermetically sealed.
. 3-phase models available.
. 60 cycle, 3450 RPM.
Maximum temperature for sewage or
dewatering (1300F. 541C.)
over 130' F. consult factory.
• Carbon and ceramic shaft seal.
e. Upper sleeve bearing and lower ball
bearing running in bath of oil.
. All models pass 3/4-inch solids (sphere).
On point 14". Off point 5".
• Major width 14". Height 191/4".
11/2 inch NPT discharge with 2" or 3"
flange available.
Variable level control systems
available..
. Bronze impeller.
230V Autom
-N-1 in
Serif
"185yy*- "1885y- "189" Series
(1 HP) (1 Y2 HP) (2 HP)
HIGH HEAD
"FLOW MATE''
FOR SEPTIC TANK SYSTEMS
EFFLUENT...
OR DEWATERING PUMP
SUBMERSIBLE
11/2" NPT DISCHARGE STANDARD-
2" or 3" FLANGE AVAILABLE
V Non -Automatic
t controlled by mercury float switch
in 189 Series only. -
Non -Automatic Model

tz
W W
W W
LL.
110
32
100
29
90
24 80
UJI
= 70
V 20
60
Q
16
50
J
H
p 12 40
f-
30
8
20•
4
10
GALLONS
I'
MODEL
.■■■■■■■■■■■■
■■■■■■■■■■■■
I.`189
I-
� �.
'■■■■■■■■■■■■
I�w.._
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mmmmmmi
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I■
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MR
mbw'�mm■m■mm
IMMMMM=NMNAMM■MMM
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I
.r
LITERS 0 80 160 240 320 400 480
` 1 = FLOW PER MINUTE
YARNING: Model 185 sould not be subjected to less than 30
feet TDH.
Standard all models - Weight 83 lbs. - 20 ft. cord - 1 H.P.
Control Selection
Model
V01t3-Ph
Mode
Amps
Simplex
Duplex
D185
230 1
Auto
9.0
1 or 1 & 11
-
E185
230 1
Non
9.0
7 or 9 or 7 & 10
3 or 5 & 8
'H185
200-208 1
Auto
10.7
1 or 1 & 11
-
'1105
200-208 1
Non
10.7
7 or 9 or 7 & 10
3 or 5 & 8
F785
230 3
Non
6.6
4a & 7
3 & 4a or 5 & 8
J185
200-208 3
Non
17.0
4a & 7
3 & 4a or 5 & 8
G185
460 3
Non
1 3.3
4b&7
1 3&4bor5&8
Standard all models - Wel0h1 83 lbs. - 20 ft. cord - 1Yr H.P.
Control Selection
Model
Volts -Ph
Mode
Ampsl
Simplex
Duplex
0188
230 1
Auto
12.0
1 1 or 1 & 11
-
E188
230 1
Non
12.0
2or9or2&10
3or5&8
'H188
200-208 1
Auto
15.5
1 or 1 & 11
' 1188
200-208 1
Non
15.5
2 & 10 or 2 or 9
3 or 5 & 8
'F188
230 3
Non
7.8
4a & 7
3 & 4a or 5 & 8
'J188
'200-208 3
Non
8.3
4fl & 7
.3 & 4a or 5 & 8
'G188
1 460 3 1
Non
3.9
4b & 7
3 & 4b or 5 & '
Standard all models - Weight 83 lbs. - 20 ft. cord - 2 H.P.
Control Selection
Model
Volts -Ph
Mode
Amps
Simplex
Duplex
D189
230 1
Auto
17.5
1 or 1 & 11
-
E189
230 1
Non
17.5
9
3 or 5& 8
XE189
230 1
Non
17.5
6 & 7
-
'H189
200-208 1
Auto
20.5
1 or 1 & 11
-
'1189
200-208 1
Non
20.5
9
3 or-5 & 8
'F189
230 , 3
Non
12.8
4a & 7
3 & 4a or 5'& B
'J189
200-208 3
Non .111.9
4a 11
3 8 4a or 5 & 8
G189
460 3
Nan
6.4
4b&7
3&4bor5&8
560 640
TOTAL DYNAMIC HEAD/ FLOW PER MINUTE
EFFLUENT AND DEWATERING
HEAD
CAPACITY
UNITS/MIN.
SERIES
185
188
189
FT
M
Gal. Urs.
Gal. Urs.
Gal.
Lira.
5
1.52
155 587
155
587
10
3.05
148 560
151
572
15
4.57
142 537
145
549
20
6.10
136 515
140
530
25
7.82
128 484
133
503
30
9.14
90 340
121 458
127
481
40
12.19
75 283
105 397
114
431
50
15.24
58 219
90 341
100
379
60
18.29
36 136
71 269
85
322
70
21.34
10 38
51 193
70
265
80
24.38
28 106
54
204
90
27.43
2 a
37
140
100
30.48
21
79
110
32.00
B
30
LOCK VALVE
73'
91'
115'
SELECTION GUIDE
1. Integral float operated mechanical switch, no
external control required.
2. Single piggyback wide angle mercury float
switch, 10-0032 or double piggyback mercury
float switch 10-0230.
3. Mechanical alternator "M-Pak" 10-0072 or
10-0075.
4a. Combination starter 10-0162, 230V-3 HP-3 PH.
4b. Combination starter 10-0164, 460/575V, 3 phase,
5 HP.
5. See FM-712 for correct model of Electrical
Alternator "E-Pak".
6. 20 amp outlet 10-0060, must be used with
Model 189.
7. Single piggyback mercury float switch 10-0035
or double piggyback mercury float switch
10-0230.
8. Mercury sensor float switch 10-0225 used as a
control activator with "E-Pak" duplex (3) or (4)
float system.
9. SIMPLEX CONTROL BOX 10-0050,115/230V,1
Ph, Max. 2 HP, use:
one (1) single piggyback wide angle mercury
float switch OR two (2) 10-0225 mercury sensor
floats for level control.
10. 4 hole "J-Pak", junction box, for watertight
connection or wired -in simplex or 2 pump
operation.
11. 2 hole "J-Pak", junction box, for watertight
connection or splide.
1r information on additional Zoeller products refer to catalog on Combination Starter, FM- CAUTION
'4; Piggyback Mercury Float Switches, FM-477: Electrical Alternator, FM-486; Mechanical All Installation of controls, protection devices and wiring should be done by aqua
lernator, FM-495; Alarm Package, FM-513; Sump/Sewage Basins, FkM-487; and Simplex licensed electrician. All electrical and safety codes should be followed Including the
introl Box, FM-732. most recent National Electric Code (NEC) and the Occupational Safety and Health Act
(OSHA).
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is an engineered/design part of every Zoeller pump.

K & S Systems, Inc.
ALTERNATIVE WASTEWATER TREATMENT
P.O. BOX 470472
CHARLOTTE, NC 28247
F. STEPHEN SWARTZ, P.E. [phone]

if VV Sfi Cry 21l
I c
IMPORTANTI M.
Date h Time U
!; WHILE/YOU WERE OUV s
of
AREA CODE NUMBER EXTENSION
TELEPHONED
LEASE CALL
CALLED Ti0 SEE YOU
WILL CALL AGAIN
WANTS TO SEE YOU
URGENT
l RETURNED YOUR CALL
S4c t,,c S
vn c o IN -1 JV •tt, 4- ,
lyo o An dovry 1ecl.
fined ZgZI�
N. C. Dept. of Natural Resources and Community Development

NORTH CAROLINA DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT
Date 19
To: _ - - — — -- ---- - - -- From:
Rema
CA
❑ Note and see me about this ❑For your Information'
❑ For your approval ❑ Prepare reply for my signature
❑ Per our conversation ❑ Prepare Information for me to reply
❑ Per your request ❑ Please answer, with copy to me

i
K &, S Systems, IRI C.
ALTERNATIVE WASTEWATER TREATMENT
i P.O. BOX 470472
I� CHARLOTTE, NC 28247
! [phone]
543-0995
June 22, 1989
!
j JUN 26 1989
Mr. Tommy Stephens, PE M. MANAGEMEW
Regional Engineer it MYETTGULE RiGs.OFFME
N.C. Dept. of Natural Resources
and Community Development
Suite 714, Wachovia Bldg.
Fayetteville, N.C. 28301
RE: Alternative Wastewater Treatment
System
Cromaglass ModulariiAerobic Equipment
Dear Tommy:
Thank you for your"time on June 8 letting me introduce
you to Cromaglass equipment. As we discussed, the Cromaglass-
System is a modular, aerobic sequencing batch reactor which
produces an effluent of'better than secondary quality.'
Enclosed is some information describing this system as follows:
1. Brochure generally describing the system and giving
sizes, dimensions, and power requirements.
2. Cromaglass Digest presenting a North Carolina install-
ation (Harbor Estates).
3. Mooresville DEM's summary sheet of 12 month's self -
monitoring reports at -Harbor Estates (Copies of other
installation's monthly reports will be sent i.f you
would like more data).
4. A list of Cromaglass installations in N.C.
5. A brochure, "Community Wastewater Treatment Systems",'
which presents a concise description of one approach
to applying the Cromaglass System to a community need.
I trust this information will provide a base'o-f data on
which you can build confidence in Cromaglass Systems as an
alternativ.e-wastewater treatment approach that can meet

�i
i
�I
1'
i
Mr. Tommy Stephens, PE
NC Dept. of Natural Resources
and Community Development
June 22, 1989 i
Page Two
i�
i!
i
environmental management concerns. As a professional engineer
with 17 years' North Carolina w.astewat-er treatment experience,
and as a citizen of our 11state, I am personally convinced that
this is the case. Please call if you need additional infor—
mation. �I
i
Also, thank you for sending the data .on single family
spray irrigation applications. This will allow me to assist
Danny Adams with his particular application project.
!
I look forward to the opportunity to work with you on the
Adam's project as well ;is others.
!!I Sincerely,
K & S Systems, Inc.
F.S. Swartz, PE
President
i
1i
I
it
!I
FSS/sk
enclosures

i
THE
BATCH PROCESS TREATMENT CHOSEN
BY OPERATING AUTHORITIES
Increasingly cost conscious authorities operating municipal facilities, bridges, parks, tunnels, and highways
are becoming aware of efficient batch process wastewater treatment capable of reducing problems caused by
peak or surge loadings. This has resulted in consulting engineers specifying Cromaglass Wastewater Treat-
ment Systems.
CHESAPEAKE
BAY
BRIDGE TUNNEL
NESAPEME MAY
Acclaimed as one of the Seven
Wonders of the Modern World, the
Chesapeake - Bay Bridge -Tunnel
connects the mainland Virginia
coast with the Delmarva peninsula
— over and under the Chesapeake
Bay. It saves at least 90 minutes
driving time between New York City
and Norfolk, Virginia.
Design was such that as many
component parts as possible were
prefabricated and hauled or float-
ed to the construction site. Four
man-made islands form the en-
trances and exits for the two-mile
long tunnels. Costing $200 million,
the complex was opened in 1964,
following 31/2 years of construction.
Originally, a limited amount of
wastewater was proposed: septic
tanks were employed, with effluent
disposal to drainfields'placed in the
sand used to fill the voids between
large rocks that form the base of the
man-made islands. As public use of
the Bridge Tunnel grew and restau-
rant/toilet facilities showed in-
creased patronage, authority ad-
ministration saw the need for im-
proved wastewater management.
Consulting engineers, Sverdrup
Corporation, were asked to design
the optimum treatment system,
resulting in their choice of a
Cromaglass Controlled Batch Unit
that had been observed at a similar
Continued on page 3
,PRIVATIZATION: ITS
EFFECT ON COMMUNITY
WASTEWATER
TREATMENT SYSTEMS
Nearly 10 years ago, privatiza-
tion strategies started to effect
small and large governments
throughout the 'United States.
Politicians began to understand
that voters were not trying to
deny essential funds for essen-
tial services, but to deny unre-
stricted and unaccounted for
confiscation of taxpayer dollars;
they wanted to control skyrock-
eting government spending.
Continued on page 4
WASTEWATER TREATMENT
ALTERNATIVES TO
MUNICIPAL SEWERAGE
All tanks in place ready for backfill. Note concrete pads
and stainless tie -down rods.
Mount Pleasant Milis
Small community municipal
authorities are discovering ways to
provide wastewater treatment in
areas where malfunctioning septic
tank -type systems have been used
for decades resulting in new de-
velopment being restricted. In most
cases federal funding is no longer
available and communities must
depend upon their own resources.
Through research and new pro-
gram development, the U.S. Envi-
Continued on page 3

CROMAGLASS EQUIPMENT USED IN INNOVATIVE APPROACH
TO WASTEWATER DISPOSAL IN NORTH CAROLINA
It is recognized that natural wet-
lands have a capacity to assimilate
biological wastewater. Dr. Paul
Wilms, Director of the North Caro-
lina) Department of Natural Re-
souirces and Community Develop-
ment (NCDNR), has been theoriz-
ing that artificially created wetlands
could also be utilized.to assimilate
biological wastewater.
The McGee Corporation of Union
Co l nty, North Carolina, the
Sou theast's leading supplier of fa-
cades, fascias, and canopies, were
expanding. They needed to build a
new facility and selected an excel-
lent site of U.S. Highway 74 in Un-
ion County (near Matthews, North
Carolina). However, there were no
pubic sewers available, septic
tans were not approvable, and
treatment for discharge into a
stream flowing through the site was
not ,acceptable due to its low flow.
Additionally, the intention of the
Can Man Successfully Emulate Mother Nature?
McGee Corporation was to occupy
part of the site and sell. additional
parcels in a Business Park
environment.
It is said that "some marriages
are meant to be:' The need of
McGee Corporation for a nonstan-
dard approach to wastewater treat-
ment and the desire of Paul Wilms
to test his theory seems to prove out
this concept. Through the cooper-
ation of Dr. Wilms, the NCDNR,
K & S Systems, and RCS, Inc., (the
Servicing Distributor for this area of
North Carolina), the McGee Busi-
ness Park is treating domestic
wastewater for disposal in the first
artificial wetland in North Carolina.
This 4,000 gpd'treatment system
accommodates domestic waste-
water from offices within the Busi-
ness Park. The treatment process
consists of: a) Preliminary Screen-
ing, b) one Cromaglass Model
CA-50 unit, c) one 750 gal -
Privatization: Its Effect on Community Wastewater Treatment Systems
continued from page 1 '
"People were willing to vote for
taxes, if they knew where the
money was going," states Wil-
liam L. English of,COMMUNICA-
TIONS GAP LTD: They insisted
that government define effective
methods of employing limited tax
dollars rather than arrogantly as-
suming that the traffic will bear
almost anything.,,
Local authorities had to find
ways for getting more done for
less, and to explain much more
clearly than ever before, where
the money was going and why.
This accountability factor makes
privatization so attractive.
One industry heavily affected
by privatization is that of waste-
water treatment. The United
States Congress determined that
unleashed expenses of up to 93
billion dollars, from 1986 to the
end of .the century for collector
lines and treatment plants, was
irreconcilable. This resulted in to-
tal elimination of grant programs
to state and local governments.
With the advent of this funding
problem for local communities,
they and their engineering
consultants, were forced to de-
velop more cost-effective sewer-
age programs. These cost-
effective alternatives have been
made available by an industry of
which Cromaglass is a major
supplier. ■,
Ion Cromaglass chlorinator, d) 8300
sf of dual -cell artificial wetland.
The artificial wetland is protect-
ed by earthen berms from receiv-
ing stormwater surface runoff. It is
dual -celled and planted with Reed
Canary grass as recommended by
Dr. A. R. Rubin, of North Carolina
State University, engaged by K & S
System as Soil Scientist. Valves in
the distribution lines allow for selec-
tive loading of each cell separate-
ly, and for balancing hydraulic load-
ing within each cell.
The NCDNR requires a licensed
operator, monthly self -monitoring
reports and four groundwater
monitoring wells (one upgradient
and three downgradient). The facil-
ity was placed into operation in De-
cember 1986. ■
This article was contributed by F. Stephen
Swartz, P.E.
Professional Engineer, Stephen Swartz, inspect-
ing batch system used on industrial plant.
Cromaglass Corporation
P. O. Box 3215 9 Williamsport, PA 17701 9 Phone [phone]

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SPECIFICATIONS
POWER:
115V/230V Single Phase.
Refer to power consumption chart for KWH and amperes.
230V/460V - 3 phase available at increased cost.
CONTROL PANEL:
Nema 1 enclosure standard equipment.
(Nema 3R, 4, 7, and 12 available)
ALARM:
Red Light mounted on panel plus Audible alarm.
CONSTRUCTION MATERIALS:
Tank —Fiberglass Reinforced Plastic.
Comminution Chamber —Fiberglass and non -corrosive screen.
Piping and Fittings —Schedule No. 40 - PVC - NSF Approved.
Metal Fittings —Stainless Steel.
SHIPPING WEIGHT AND DIMENSIONS
6 INTAI
6 '�O Z
Pumps
Total Head in Feet
Amperage
Model
5 1 10 1 15 1 TO25
Max. Run
Locked
Capacity in Gals. Per Min.
Amps.
Rotor Amps.
H'R
Discharge
41
36
26
8
10
15.6
Ya H'P
W P0311 E
100
85
62
36
3
9.4
32.2
WYz H.P.
WP0511S
160
133
90
50
20
11
34.9
Model#
Dimensions
Length Width Height
Shipping
Weight
24 Hour
Rated Capacity.
Discharge
Volume
Discharges
per day
CA5
7'11"
5' 7"
5' 7"
450#
500 gal.
85 gals.
6
CA15
11' 3"
5' 7"
5' 7"
570#
1,500 gal.
260 gals.
6
CA25
14' 10"
6' 10"
6' 10"
1,075#
2,500 gal.
420 gals.
6
CA30
14' 10"
6' 10"
6' 10"
1,275#
3,000 gal.
400 gals.
8
CA50
19' 5"
7' 4"
7' 3"
1,905#
5,000 gal.
625 gals.
8
CA60
19' 5"
7' 4"
7' 3"
1,905#
6,000 gal.
750 gals.
8
CA100
38' 10"
7' 4"
7' 3"
3,600#
10,000 gal.
1,250 gals.
8
CA120
38' 10"
7' 4"
7' 3"
3,600#
12,000 gal.
1,500 gals.
8
SOLIDS
RENTENTION
SECTION
PROCESS DESCRIPTION
24 X57MANHOLE TYP 2 PLACESW/ COVER
2rAI R INTAKE
1 3
Sr 0'a
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Q Aerobic Wastewater Treatment Plant Model CA-50
m Discharge Pump System
I� Tank Model CA-50 -. -
@ Transfer Pump System_,
Q Manhole
1z Sludge Return Pump System
® Cover
to Aeration Pump P1 Q P2
© Baffle, In
Float- Sludge Returnr>F1'
© Concave'Baffle -
is Float - Discharge F1 -"
QQ Half Baffle
to Float - Discharge ShufOff
Qe Baffle" ;
n Float -Aeration P-2' "
Q Baffle -_=-
to Float- High Water Alarm
l�
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-ZOUTLET
CROMAGLASS Corporation
Williamsport, Pennsylvania 17701 9 Telephone [phone]

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A -ENTRY PIPE B-COMMINUTION CHAMBER
C-AIR NOZZLE ASSEMBLY
D-AERATION CHAMBER
E-TRANSFER PIPE
F-DISCHARGE H-AIR SUPPLY J-JUNCTION BOX
P1-P2-SUBMERSIBLE PUMPS
S-SETTLING CHAMBER
G-FLOAT LEVEL SENSOR
I
PROCESS DESCRIPTION
Sewage from source flows through entry pipe (A) to com-
minution chamber (B) Aeration pump (P1) is programmed —
drawing mixed liquor through bottom and out through air noz-
zle Venturi assembly (C) Air supply is pulled into tank through
pipe (H) Discharge from nozzle is directed toward screen
and ensuing turbulence causes material in chamber to
abraid and come apart after which mixed solution passes in-
to main aeration chamber (D)
Transfer pipe (E) directs approximately 25% of (P1) pump
floV� to settling chamber (S) All power to pumps (P1) and (P2)
comes from junction box (J) Remotely located control panel
contains a level control switch which activates an alarm cir-
cuit within home if water level rises too high in tank (i.e. elec-
trical or pump failure or overloading).
Pump (P2) discharges treated - settled effluent at pro-
grammed level.
Float level sensor (G) prevents (P2) pump from discharg-
ing too much water from settling chamber during periods of
low flow and thereby retains necessary biological mix in
aeration section for best treatment.
Discharge is via PVC fitting (F)
Important facts about ordering & installing a system
A professional engineer should be consulted as soon as
you have decided to install a system. Hewill provide all the in-
formation you'll need during preliminary planning stages,
theln handle liaison between your contractor and Croma-
glass Corporation as the job proceeds. His services are also
invaluable in obtaining permits or authorizations that may be
required from regulatory departments or agencies. Detailed
installation drawings are supplied to you and your engineer
whlen your order is placed. For preliminary planning and
estimating beforehand, this checklist provides a helpful
❑ Each Cromaglass system requires specific shipping and
handling techniques. Our offices can advise you on best
methods, and how to handle and place the plant once it is
on site.
Ell, Installed systems must be 'accessible, and installed
under conditions suitable for operation and service.
Buildings or fences are not normally required, but if plant is to
operate under low temperature extremes, certain protection
options may have to be supplied.
❑ For costing of excavation, slabs, hold-downs, backfilling,
etc., please see plant dimension tables on installation
drawing.
❑ Future enlargement of system capacity should be con-
sidered if expansion is likely, and the location now being
selected should allow for temporary overload conditions.
❑ Adequate single phase electrical power must be
available, with proper panels, fuses and safety switch.
Electric equipment, wiring and pipes must be in accor-
dance with local codes and ordinances. No changes in
the system can be made without written approval of
Cromaglass Corporation.
CG-885

i
THE
TREATMENT GUARANTEED. BY CROMAGLASS
REMOTE MONITORING NETWORK -
Wastewater treatment effectiveness is dependent on efficient operation and maintenance of any processing
equipment. This cannot be provided without optimum monitoring which Cromaglass provides with a worldwide
remote activating system.
Years of experience in the marketplace and surveys of regulatory agencies have convinced Cromaglass manage-
ment that mandatory continuous operation and maintenance must be provided. As a result, all Cromaglass
Wastewater Treatment Systems are available to automatically alert the operators if malfunctions should occur.
Trained, accredited operators quickly and effectively make necessary adjustments thereby assuring property
owners, regulatory bodies and the community of a pollution -free environment. Described here are projects sig-
nificant for their remote monitoring techniques.
BATCH PROCESS SYSTEMS SERVE WASTEWATER NEEDS OF
TWO 'SUBURBAN PHILADELPHIA SUBDIVISIONS
La Reserve
La Reserve, a 57 home commu-
nity in Unionville, Pennsylvania,
was planned on land which would
not support septic tank -type sewage
disposal. Consulting engineers,
Continued on page 2
CROMAGLASS REMOTE
MONITORING —
HOW IT WORKS!
These Digital communicator
control sytems available with all
Cromaglass Batch Treat Models
are compatible with most Touch-
tone TM telephone circuits. Control
relay contacts will indicate treat-
ment tank component part mal-
functions, should they occur. Com-
munication is then made to a na-
tional network center where all re-
quirements for service are compu-
terized with momentary personal
notification of the responsible area
servicing distributor. (As an option,
at an additional cost, system sta-
tus °can be verified by dialing the
premises from an outside Touch-
tone telephone.)
Due to "fail-safe" aspects of the
Cromaglass batch treat process,
untreated wastewater discharge is
prevented during any system down-
time. Monthly printed computer re-
ports are sent to the servicing dis-
tributor, or appropriate regulatory
agency, as may be requested.
HARBOR ESTATES,
NORTH CAROLINA
Lake Wylie, one of the largest
freshwater bodies in the southern
United States, is intersected by'the
border of North and South Carolina,
just below Charlotte; in Mecklen-
burg County. Taking advantage of
the area's natural beauty, residen-
tial developments were planned but
lacked adequate sewerage facili-
ties. Cromaglass distributor, K & S
Systems of suburban Pineville, North
Carolina, worked with developer
Mark Maddalon to design a waste-
water treatment system permittable
where soils were unsatisfactory for
septic tanks and direct discharge of
treated effluent to the nearby lake
was the only cost effective solution.
A long gravity flow collector line
12,000 GPD system —serving 30 luxury homes.
Continued on page 3

' NEW MEXICO
MOBILE HOME PARK
The Mountain View Mobile Home
Park is located approximately 20
miles east of Albuquerque, New
Mexico, just off famous old Route
66.
Fifty mobile homes plus laundry
and ;community building were
served by a 10,000 gallon septic
systeim that had been malfunction-
ing for several years, and regulato-
ry people directed the owners to
close their community building and
laundry; not take any "overnight"
guests; and did not allow the owners
to replace any homes that moved
out ',all to reduce wastewater vol-
ume.1 As a result, serious financial
problems had occurred.
Dick Conant of Rucon Enter-
prises (Cromaglass Representative)
and Don Finch of Duke Septic Sys-
tems! Inc. (a Cromaglass Servicing
Distributor) contracted to install a
12,000 gpd batch -treat system with
Batch Treat System specified
by Virgin Islands government.
I
7,000 square feet of subsurface dis-
persal field.
This was done the first week of
June 1988, with Ed Wilson of Crom-
aglass providing technical assis-
tance.
Representative Dick Conant, Distributor Don
Finch and Bryant White at the control system of
12,000 gallon batch unit.
When the system was completed
and in operation, Mr. Terry L. Mor-
gan, Mr. R. Randall Gabriel, Mr.
Dennis Stiffer and Ms. Molly Jasper
of the Environmental Improvement
Division of the State of New Mexi-
co's Health and Environment De-
partment inspected the installation
Unusual installation unit located
in the basement of Post Office
next to lobster pound. Operated
and serviced by Robert Johnson
Wastewater Services, N. Edge -
comb, ME. (Pictured at left.)
Note toilet location adjacent to
Cromaglass tank. How about this
"direct connection?" (Pictured at
right.)
and were "walked through" the
Cromaglass Batch Treat Process.
The State of New Mexico will be
monitoring the system, as well as
water usage in conformity to their
water permit for additional sites,
use of the laundry, permission for
"overnight" guests and more pads.
It was a serious financial problem
to the owners, who are now anxious
to proceed to improve and expand
this good mobile home park.
Following several months opera-
tion, Don Finch was amazed by the
clarity of treated effluent as he ob-
served it flowing through the spe-
cial inspection box installed in line
just prior to the dispersal field.
The view across Route 66 and In-
terstate 40 to the mountains in the
background is beautiful, and with
an environmentally acceptable, san-
itary Cromaglass Controlled Batch
Wastewater Treatment System and
subsurface dispersal they should
do well!
Model CA-50 Batch System installed at
Health Clinic, St. Johns, U.S. Virgin Islands.
Cromaglass Corporation
P.O. Box 3215 • Williamsport, PA 17701 9 Phone [phone]

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COMPLIANCE
EVALUATION
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77.

K & S SYSTEMS, INC.
P.O. BOX 470472
CHARLOTTE, N.C.. 28226
[phone]
[phone]
NORTH CAROLINA INSTALLATIONS OF CROMAGLASS SYSTEMS
Residence Dr. Charles A. Bevis Direct Discharge
531 St. Cloud St. to Stream
Statesville, N.C. 28677
[phone]
Business Creative Floor Coverings Absorption Field
PO Box 1264 After Disinfection
Matthews, N.C. 28106
Mr. Walter Henderson
Residence Lopata Residence Direct Discharge
Knollwood Drive to Stream After
Charlotte, N.C. Disinfection
Mr. Francis Lopata
Community Harbor Estates Direct Discharge
Lake Wylie, to Lake after
North Carolina Disinfection
Business McGee Business Park Artificial Wetlands
12701 E. Independence Blvd. After Disinfection
Matthews, N.C.
Community Mariner's Watch Direct Discharge
Lake Wylie, to Lake After
North Carolina Disinfection
Residence Mr.. Gene•Kendall Subsurface Dis-
Iredell County charge.
North Carolina
Community Hatteras Retreat Chlorinated Low
Hatteras Pressure t_o Subsur-
Dare County, N.C. face Drainfield

,�
CROMAGLASS CORPORATION
FEATURES
DESIGN
This system has been developed to provide compart-
mentatiori, hydraulic flowsoand oxygen necessary to op-
timize the aerobic process:
Unlike other systems, the CROMAGLASS aerobic unit
entraps and retains organic solids until necessary oxida-
tion takes place even under extreme shock or overload
conditions.
The tank is cylindrical and is made of fiberglass rein-
forced plastic, designed and tested to withstand physical
pressures and loads far in excess of actual requirements.
It is impervious to chemical attack inside and out as the
result of carefully controlled finishes.
COMMINUTION
In, order to achieve the final result — clear, odorless ef-
fluent —the system reduces suspended solids in two
ways. The first reduction takes place in the comminution
chamber where gross incoming solids are broken up and
partially oxidized. These solids are prohibited from en-
tering the next chamber (aeration chamber) until they
become small enough to pass through a noncorrosive
screen.
AERATION
Once the solids have been reduced to a size small
enough to pass through the above mentioned screen
they are drawn into the aeration chamber and here the
aerobic bacteria feast upon the reduced solids. These
bacteria are capable of consuming all of biodegradable
material further reducing the size of the solids. While far
more efficient than the common septic tank bacteria
(anaerobics), the aerobic bacteria require oxygen in or-
der, to function. By means of a submersible pump the
required air volume is drawn into the aeration chamber
so that the aerobic bacteria will thrive. .
SETTLING
The final chamber in the CROMAGLASS unit is a set-
tling chamber. After aeration, the fluid is pumped into
this chamber where any remaining suspended solids are
allowed to*, settle to the bottom. These _ solids are
automatically drawn back intothe aeration chamber for
another session with the aerobic bacteria. By means of a
second pump, located in this chamber, the semi -clear,
odorless effluent is pumped out to its discharge point.
This fluid carries with it 2-6 parts per million of dissolved
oxygen which continues feeding micro-organisms that in
turn prevent clogging of absorption fields.
CONTROLLED CYCLE'
In order to further control action within the unit and
lengthen the life of its internal parts, a control system
-has been developed. This system. interrupts,the pumping
cycle periodically, giving the aerobic bacteria_. more time.
to act on a given quantity of solids 'and', therefore,
reducing them further in size. By periodically interrupting
the pump in the aeration chamber; the pump in the set-
tling chamber is also interrupted allowing more efficient
settling. An added feature is that the life of the pump is
extended and the cost of operating is reduced.
PUMP REPLACEMENT
Until the advent of the newest CROMAGLASS units,
aerobic sewage treatment unit owners complained
about the noise produced by remotely placed support
equipment (compressors). Because of the submersible
nature of the pumps used in the CROMAGLASS units
this problem has been totally eliminated. The unit re-
quires no compressor as the pump pis capable of supply-
ing necessary air. This unit is most commonly used in
single dwelling applications.
PROTECTION DEVICES
Mark Twain once said you' can only depend upon
death and taxes. Therefore, to design equipment such as
this without protective devices would be ridiculous. In
the event of a pump failure or a blockage that would
back up' the system or any circumstance that would
cause the system to overload, an audible alarm (buzzer)
will be activated and will continue to run until turned off
manually by the owner. In addition, a warning light will
appear on the control panel. When installing the system
the buzzer will be located inconspicuously to eye but con-
spicuous to the ear. The Servicing Distributor willrespond
to your call within 24 hours. An additional protection, the
holding capacity far exceeds the operating capacity of
the unit.
Batch Sewage Treatment System
1. PROCESS DESCRIPTION.
The batch system is a form of secondary treatment for
domestic type sewage which uses an, aerobic biological
system to oxidize and 'remove .,voluble 'or finely'divided
suspended materials which are found in wastewaters
and cannot be. removed simply by sedimentation: No ad-
dition of chemicals are required.
2. BATCH -TREATMENT PROCESS
The batch sewage treatment system shown in Figure
1 operates on a timed cycle and discharges a preset
volume of treated effluent on each timed cycle. This
process feature is different from the standard "FLOW
THROUGH'' extended aeration treatment systems other
manufacturers employ. In "FLOW THROUGH" systems,
a volume of sewage 'inflow,produces the same volume of
treated outflow. of the same time. This produces peak

CROMAGLASS CORPORATION
Aflow diagram o1 the process is shown in Figure 1.
t
Raw ­6 Solds Reserve Volume i
Sewage Retentlon _ screen
Section Aeration Section
Standby Volume E l
.grit flap ? i
Hydraulic
Comminullon o i
l o
ai
Treated '
I
clfluent Contact I Chlorine i
Clarifier Contact t
of Chlorine
a l liquid or t
tablets — —• — t
I
Flg.1 CIIOMAGLASS BATCH TREATMENT SYSTEM
Note that there are four specific steps of treatment.
When chlorination is not required, Step 4 is omitted.
surges and erratic fluctuations that affect the plant
biological system, treatment retention time, and disposal
field system capacities. There is an additional factor: you
cannot tell if the plant is overloaded except by
monitoring the effluent quality and volume daily or when
the disposal field fails.
The average retention time for treatment in a "FLOW-
Tl ROUGH" plant is dependent on the flow -rate of in-
coming raw sewage. The volume of the plant is fixed by
design. The flow -rate of raw sewage can vary
dramatically and can exceed the plant daily treatment
capacity for extended periods of time. This fluctuation
seriously affects the treatment biological system.
The "Batch Treatment" system processes 16 hours of
inflow in 24 hours. This means that a 2500 GPD plant will
accept this quantity in 16 hours. If this flow takes over 16
hours,. the plant will go on standby and stop in less than
24 hour_n.
If the 2500 GPD flow occurs in 12 hours or less the
plant control will switch to overload until this overload or
surge has been treated. 12-hour inflow or a very large
peak surge will also activate the alarm system.
3. RESERVE VOLUME
the batch system also produces a feature that is
unique and offers a definite advantage over a ''flow -
through" type system. At the end of each 24-hour period
the plant is down to a standby level and the processing
for discharge of treated effluent has stopped. The level
of liquid in the plant at STANDBY creates a RESERVE
VOLUME space that will take sewage inflow.
I
For example, a 2500 GPD plant on "Standby" at thr
start of each day (approximately 6 a.m.) has a reserve
volume of approximately 960 gals. This amount of
sewage can inflow at any surge rate without affecting
the plant system.
4. MONITOR SYSTEM
The control system on each plant monitors several
plant functions besides automatically adjusting to the
treatment process for sewage inflow loading:
1. Total sewage inflow is monitored and recorded.
2. Surge sewage inflow in excess of the plant rated
capacity is monitored.
3. Power supply, pump clog or overload, treatment
process stop, sludge build-up or disposal system
failure is monitored.
Any change from normal in these functions automatically
activates a monitor alarm. The monitor display on the
control panel indicates what problem has caused the
alarm.
5. TREATMENT CONTROL
The control system adjusts the treatment of sewage
into four processes:
1. Normal Process (Sewage inflow)
Treatment of sewage in batch quantities to a preset
control cycle. This is field adjustable to suit individ-
ual plant loading.
2. Standby (No sewage inflow)
Batch treatment and discharge stops. The Control
adjusts to maintain the biological system and re-
duces power consumption to a minimum.
3. Fast Process (Surge Overload)
The batch treatment is automatically increased in
speed if a peak surge or inflow overload occurs. The
alarm system is activated.
The control automatically resets to NORMAL PRO-
CESS when the surge is processed but the monitor
leaves"a record to show overload that must be re-
set manually.
4. Aeration Adjustment
Automatic and manual adjustment of air supply to
maintain the aerobic biological system is present
in the control system. Air supply adjusts to inflow
loading and can be field adjusted for individual
plants.
The control position and treatment function is visually
indicated on a control panel schematic display board.
6. POWER SUPPLY AND CONSUMPTION
(Refer to chart for specifications) ' J

SITE EVALUATION
Danny Adams Property
Moore County, North Carolina
Mr. Danny Adams has an option on a parcel of land containing
approximately 5 acres. The parcel of land is a pennisula which extends to
West Spring Pines Lake. The tract is approximately 350 feet wide at its
widest and approximately 200 feet wide at its narrowest point. There is a
small area on the site (approximately .2 acres) which does appear to meet
all setback requirements necessary for a slow rate spray irrigation system.
The Moore County Health Department has evaluated the property and concluded
that the material on the site consists of a dredge and fill soil.
Vegetation growing on the site indicates that the site has been in place for
approximately 25 to 30 years, and soil formation has taken place over the
site. Natural drainage patterns have been established within the soil and
soil properties are very conducive to a slow rate spray irrigation system
for the waste from this single family home.
Because the Moore County Health Department has denied this property,
Mr. Adams is seeking a permit for a pretreatment and irrigation system.
There are two purposes to the brief report which follows. The first is to
describe conditions encountered on the proposed wastewater receiver site.
The second is to make recommendations regarding appropriate hydraulic and
constituent loadings for the wastewater generated in this single four -
bedroom home.
Topography
The topography on the site is somewhat atypical of the Sandhills region
of the state. The topography is uncharacteristically flat and level. The

maximum elevation on the site is approximately 4 feet above the water level
in West Spring Pines Lake. The gradient over the site is very gentle.
Maximum slope appears to be 2% or less. There are no well-defined
drainageways encountered on the site, and there was no evidence of any
gulleying. Topography should not be a serious limitation for design or
operation of a land -based wastewater irrigation system.
Some relief is essential to provide a gradient along which both
hydraulic and process constituents contained in the waste stream will move.
The very gentle topography encountered over the site may limit the gradient
slightly, but this should not have an adverse effect on the overall
operation of this system. The limited hydraulic gradient can be overcome by
maintaining low hourly wastewater loadings onto the site and by providing
several wastewater irrigation areas to treat and to renovate the domestic
wastewater generated by the Adams Family. Topography should pose no
Limitation which cannot be overcome through careful design and operation of
this facility. Topography should not preclude use of the site as .a receiver
for wastewater.
Soils
The soils encountered on the site are also atypical of the Sandhills
region of the state. The land has been disturbed drastically. Material
present on the site was dredged spoil which was moved while the lake was
under construction. There is some evidence that natural soil forming
processes have returned the soil to something of a natural state.
Nonetheless, the soil properties did vary widely over the site. Soils
ranged from deep sandy soils to soils with a well -developed clay loam
subsoil. There was no evidence of a seasonal .high water table within 36 to
48 inches of the soil surface. Hand auger borings were advanced at four

Locations on the site.: 'The auger borings indicate that th.e soil material is -
Widely varied. The most restrictive of the soils encountered will be used
for design purposes. This most_restrictiv-e.soil did contain a clay loam
subso:il',,and the permeability of this subsoil 'is slightly less than that
encountered in the lighter, textured subsoil.' A. typical or representative
soil profile description for th'e material encountered on the site is:
0 - 1211 gray -sand to loamy.'sand; granular structure;
feu fine and medium roots
12..- 1'6" light gray sand; granular structure;
feu fine and medium roots
16 - 48'11 dark gray sandy loam to sandy clay loam;.
weak,. fine, granular structure -to weak.
blocky structure;-friab{e; many rounded
gravel fragments encountered throughout the
profile
48 - 6011 dark gray sandy .loam t-o loam sand; weak, fine,
subangula'r blocky structure to blocky structure; -
many roundedgravel *fragments
601, boring terminated
As stated,' -there was no evidence of seasonal high water table within 36
inches -,of the soil surface. Soil samples were.collected .and the soil
material encountered on the site is mildly acid and exchange capacity is
very Low. The mild acidity can be.overcome by applying approximately one
ton of. lime per acre. The one -quarter acre irr.iga-tion site required will
require approximately 500 l.bs., of rime. This lime must be spread uniformly
and evenly over the site. In addition, soil sampling indicates a deficiency

_q-b"-6 phosphorus and potassium. Phosphorus will be applied with the
irrigation water. Potassium must be applied as a supplement. Approximately
60 to 80 lbs. of potassium must be applied per acre per year to ensure
optimum fertility levels in the soil.
The soil material is moderately to rapidly permeable. There do not
appear to be significant soil limitations noted on the site. The erosion
potential is low, permeability in the topsoil is moderate to rapid, while
permeability through the subsoil is on the moderate side. This will force
retention of nutrients on the site and allow for their uptake by vegetation.
The soil conditions encountered on the site are well suited as a
receiver for domestic wastewater. Moderate loadings can be tolerated on the
site. The maximum hourly hydraulic load should be limited to .3 inches/hour
or less. Several subirrigation fields should be developed, and irrigation
should be rotated from field to field with varying cycles. Soil properties
should not limit the potential of the site to serve as a receiver for
wastewater. No significant soil limitations were noted on the site.
Recommendations
The wastewater assumed to be irrigated on the site is typical of
domestic wastewater. Typically, treated domestic wastewater will contain
i
Low concentrations of organic matter and nutrients. Each constituent in the
waste stream must be assimilated at a rate consistent with the soil, the
site and the vegetation will assimilate approximately 250 lbs. of nitrogen
per acre per year, 100 lbs. of phosphorus per acre per year, 5000 lbs. of
organic matter per acre per year, and the site can assimilate up to 42
inches of wastewater per acre per year. Typically, domestic wastewater will
contain approximately 20 mg/l of nitrogen, 5 mg/l of phosphorus and up to 45
mgl/l of organic matter. Each must be assimilated at a rate consistent with

the soil, the site, and the vegetation.
Land area requirements necessary to assimilate each are summarized
below. The analysis indicates that the land area required to assimilate the
hydraulic load is the most restrictive of the waste constituents. A land
area of approximately .15 acres is necessary to assimilate the estimated 480
gallons per day which will be produced by this single family residential
facility.
The next most limiting constituent contained in the waste stream is the
nitrogen. A land area of approximately .12 acres will be necessary to
assimilate this. An area containing approximately 7000 sq. ft. should be
more than adequate to assimilate the waste constituents at the Adams
facility. This will require an.area measuring approximately 85 ft. x 85 ft.
Utilization of four very small Rain Bird type sprinklers which throw
approximately 30 feet will easily cover the land area required for this
system.
The waste characteristics themselves should pose little or no hazard to
the operation of this land treatment facility. Treatment and disinfection
will be required. Typically, wastewater is treated in a mechanical system
or a sand filter prior to irrigation. Disinfection must be accomplished
with either an ozone disinfection unit or chlorine. Because of the
potential for residual halogenated hydrocarbons in chlorine -disinfected
wastewater, an ozone disinfection unit is strongly recommended. Ozone
disinfection units are available at reasonably low costs and they are
reasonably easy to maintain.
With proper care in design and installation and with careful operation,
the single area examined as a potential irrigation facility for the Adams
home should serve for many years as a successful wastewater receiver system.

Some monitoring of the soil, the wastewater and the vegetation may be
necessary to comply with the conditions of the permit. There do not appear
to be technical reasons which will preclude the issuance of the permit for
this irrigation facility. Area requirements and buffer zones may be a minor
Limitation. Careful layout of the system will be essential to overcome this
potential limitation.
Conclusion
The single site evaluated as a potential wastewater irrigation site
does appear to have good potential. Irrigation of wastewater at a rate not
to exceed .3 inces/hour and not to exceed 42 inches per year will be
adequate on this site. With careful design, installation and operation the
site proposed should last for many years as a suitable wastewater receiver
system.

Adams Site Calculations
4 bedrooms x 120 gal/bedroom/day x 365 days/yr = .15 acres
27,154 gallons/acre-inch x 42 inches/ac
Nitrogen: .1752 MGY x 20 mg/t-N x 8.34 = .1.2 acres
250 lb-N/acre/year
Phosphorus: .1752 MGY x 5 mg/L-P x 8.34 = .07 acres
100 lb-P/acre/year