95-0012_McDonald, J.R_19951026

1
ES 0 Locality Ct, Off Permit Number /� 10 Ob:2-
GENERAL INFORMATION OCT 3 p 15
LAND OWNER
Name MR. J.R. MCDONALD wra,o.+.,rr...*b......1....,
Address5 8 0 PATTEN AVE. # 2 9
City LONG BRANCH State N.T Zip () 774() Phone 908.5-,�,moo:0
AUTHORIZED AGENT
Name_THOMAS L. FITZGERALD, CON i.TANT/BFRNARD B H0TTnWFTT TR, ATTNV_
AddressPOB 241, ARAPAHOE, NC 28510 /POB 218 BAYBORO NC 28515
[phone] (D) [phone] (N) [phone]
City State Zip Phone
LOCATION OF PROJECT
natural or manmade?)
DESCRIPTION OF PROJECT REPAIR OF SEPTIC SYSTEM BY REPLACEMENT
AREAS OF ENVIRONMENTAL CONCERN (AEC) CLASSIFICATION
(To be filled in by the Local P it Officer prior to completing application.)
Ocean Hazard Estuarine Shoreline OR Sho ne Other
PROPOSED USE
_ X Residential Of Commercial/Industrial Other
!A
SIZE OF BUILDING IN SQUARE FEET APPROX 1 300
Size of other impervious or built upon surfaces (such as driveways, etc.) within 75 feet of the shoreline (575 feet
of an ORW shoreline) -fiA-
SIZE OF SITE IN SQUARE FEET APPROX, 9000 SQFT
OTHER PERMITS MAY BE REQUIRED ...
The activity which you are planning may require
permits other than the CAMA minor permit you
are applying for here. As a service we have c9m-
pplied a listing of the kinds of permits which nught
be required. We suggest that you check over this
Est with your Local Permit Officer to determine
which, if any, of these may apply to your project.
This is not a requirement of CAMA, only a sugges-
tion to help you complete your project as quickly as
possible.
Zoning, Drinki Water Well, Septic Tank (or other
sanitary waste gatment system), Burning, Electri-
cal, Plumbing, Heating and Air Conditioning, In-
sulation and Energy Conservation, FIA Certifica-
tion, Sand Dune, Sediment Control, Subdivision
Approval, Mobile Home Park Approval, Highway
Connection, Others:

•' STATEMENT OF OWNERSHIP
I, the undersigned, an appplicant for a CAMA minor development permit, begin either the owner of property in
m an area of environentarconcern or a person authorized to act as an agent for purposes of applying for a
CAMA minor development permit, certify that the person listed as landowner on this application has a sig-
nificant interest in the real property described therein. This interest can be described as follows: (check one)
an owner of record title, Title is vested in JAME!', R. Mc DrOJALD , see Deed Book 2310
page_(S,5E_4F in the FAMLICD County Registry of Deeds.
an owner by virtue of inheritance. Applicant is an heir to the estate of
probate was in
County.
if other interest, such as written contact or lease, explain below or use a separate sheet and attach to this
application.
NOTIFICATION OF ADJACENT PROPERTY OWNERS
I furthermore certify that the following persons are owners of properties adjoining this property. I affirm that I
have given ACTUAL NOTICE to each of them concerning my intent to develop this property and to apply for
a CAMA permit.
(Name)
(1) A K5. KA44Et, A . B
(2)
(3)
(4)
(Address)
FOR DEVELOPERS IN OCEAN HAZARD AND ESTUARINE HAZARD AREAS:
I acknowledge that the land owner is aware that the proposed development is planned for an area which may
be susceptible to erosion and/or floodin&. I acknowledge that the local permit officer has explained to me the
particular hazard problems associated with this lot. This explanation was accompanied by recommendations
concerning stabilization and floodproofing techniques.
PERMISSION TO ENTER ON LAND
I furthermore certify that I am authorized to grant and do in fact grant permission to the local permit officer
and his agents to enter on the aforementioned lands in connection with evaluating information related to this
permit application.
This application includes: general information (this form), a site drawing as described on the back of this ap-
plication, the ownership statement, the AEC hazard notice where necessary, a check for $50.00 made payable to
the locality, and any information as may be provided orally by the applicant. Thpdetails of the application as
described by these sources are incorporated without reference in any permit whi& may be issued. Deviation
from these details will constitute a violation of any permit. Any person developing in an AE 'thout a per-
mit is s bject to civil, criminal and administrative action.
This tLhLdayof lIJ [Wl ,1996Y
J]iEQ1RR*2M -I- , .
eez
Kand owner or person au
for purposes of filing
;6d to act as his ages
permit application.

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AILED FOR REGIS REFERENCE = Deed to IRIS GRUMME recorde
TI AT O'CLOCK Book i 68 Page 369 Pamlico Co,,
c p
POST M 19 `�% Registry.
AND ENROLLED IN THE C;�.,.
`1 OF DEEDS OF iZ
_ CABINET SLECic
s q � �lLuff� C,"L y . 44J c t iL -4-a y �I t CL-s .SLC�
STER OF DEEDS/ASSISTANT rzxcrn �cra t ��''
t, o Nota P%► je'j({ Public of Pornlico Coun• C_t. i t•.y a .w-'�
I, A. HU ty, North Carolina, certify that A.
"16111RIS, Jr. certify that HUGH HARRIS, Jr., a registered
this map W46� e73red from an act A SURVEY FOR
UC I field sury Lend sun-cy ;r, par=onclly cppeared �FSA F. y"
'y unr+er rfit direction d ra ,r e tins cay cnJ ecicnowled9• �F J�4l��ES R®BED T lVlel�ON�4 ® .
.^.�d su^r'r�•ision and that the error e�f the cke;�.ri�n :;; the fcr;oing
of closure b/ 1 titudea
•sl.,ula,ed
�. • .L ern?nr Witness my hand ,4-�cJ � �
aid deaa.ture _��. '' pp T ARY V VLF 1A I /rl RRId IV/ cL/ 0/69/�! L
_. That • ��cicl 't.•mn cr scot, this_ls2_� !h'.s ma-) U•2•� pry ---- � 1 et ux
pat�,d in Accord- ,��%ie1n1r►,h ..a cT`- -o S E � L
G 5. 47-.,0 as amended .�•�� CARO "', y , 19 v,.
WiTNE my hat�3n saal this-- .�`�� ••••••••• ✓'••, '; y Commission Ex irc;�E_ li G
OCT 2 6 i995 -��- -�Y�
f t 19 _ .�� E� P s��COUNT TOWnJNN/PSOTT BEACH, N, f�.
r��tory S 5, PAML/GO ..OXTY
=- l 1925 ao 4 = By A. Hugh Harris, Jr. PE- RL S
--- --- ------------ '.v�'•.y�SUA`!.:' AsOrients/, N. C.
°'.,•'y/✓CFf NA��.•`�� FFRAIIA#9' 0 /Q/4i Cr'4/ F /" pSO�

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FAX TO PAMLICO:..NEWS
(919) 249--0857
COUNTY OF PAMLICO
C.A.M A. PERMIT NOTICE
Pursuant to NCGS 113A-119(b), Pamlico County a locality, authorized
to issue C.A.M.A. Permits in areas ofenvironmentalconcern, hereby
gives NOTICE that on October 26, 1995
J. R. McDonald , the applicant
Proposed to:__Install a new septic system: Bord NaMona repair waste.
water system
Located On a Peninsula off Sr1123 at Lot #1 Country Club, Section 0 on
the Neuse River, Lewis Branch and a canal in Minnesott
Persons desiring to inspect the application, to.comment thereon or
to appeal the local decision are directed to contact the Local Permit
Officer at the below address within seven (7) days of this notice.
Ron Lehman, Building Inspe for
Local Permit Officer for Receiving
Minor Development Permits under
The Coastal Area Management Act
P.O. Box 776 - Bayboro, N.C.28515
/� g Tele: [phone]

PA LICO CO. Fax:[phone]
1
t
a
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r � ;
4 j
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a. Mil aH tiA 'Ris, Jr. certify tha
s map wa% prepared from an �i
{ field survey under my direc CON
:d su;serj'ision and that the orrvr
closure �G calculated by latitudest
id departure is ghat
in gccard-
i- ma 3 was PrePared
�re tvi1tl (a S. 47-30 _-,s• amendad
tCB ��:CS my ttand.Artdeal INS
Oct 4 '95 .15:29 P.O11O1
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t f �
V�
Ncotary Public of PomHe ► C��
s t.y, Nnrth Larolin"t certifry F;Ustered
GH 14Af2AIS, Jr-r-a to"P
L•°`rC+f, pmrl, .rally oppeored
lief et rr.T th:s dcY and ocknv�rti lore su•$d9•
ed th e:-�=°�;� n of the fOre ir'g
J ib+•• - t. Vlitness my ha
nd
,�a�UtAt„+ 0 1, t ,.,
r sa. this.
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�'�.�,••G�$T�..��i+ /, 4aY of ��. �i • �r .Vr �ti may'.
%rSEAt�' ~•y,'A�n.Plrs �•;^f+!.5���'"f•F't1f�,•� �a
l

State of North Caro 1a
Department of Environment,
Health and Natural Resourc+1
Division of Environmental Health
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Mr. David Stein
Pamlico County Health Department
PO Box 306
Bayboro, NC 28515
COURIER #t02-91-16
September 8, 1995
REC,pIVZp SEP 13 1995
RECEIVED SEP 1 5 1995 ' -0-
Subject: Approval of revised plans and specifications for J. P. McDonald Bord Na Mona
repair wastewater system, Minnesott Beach, Pamlico County, NC, Project No. 95-
36
Dear Mr. Stein:
We have reviewed revised plans and specifications for the above referenced facility, received
August 29 and September 7, 1995. It is our understanding that the system manufacturer is
concurrently working on developing an experimental system protocol with North Carolina State
University to evaluate the first few installations of this system in North Carolina, and that the
owner of this proposed Pamlico County site is agreeable to allowing the third party research
organization permission to monitor this system.
The proposed revisions appear to meet our previous technical concerns pertaining to this project.
Enclosed is one copy of the plans and specifications stamped "Approved by the On -Site
Wastewater Section, Division of Environmental Health, Department of Environment, Health and
Natural Resources." The improvement permit to be issued for this project must include the
approved plans and specifications, legal documents, and any conditions deemed appropriate by
the health department.
Conditions to be included in the improvement permit for this project are requirements that
monitoring provisions to be proposed in the experimental system protocol shall be incorporated
during the installation of this system, and that the property owner shall give written permission
to the third party research organization to enter onto the property during reasonable hours as
needed to carry out the experimental testing protocol.
The approved plans and specifications are for the following facilities and system components:
Facilities: Four bedrooms single family residence for a maximum occupancy of gjgbt people.
Note that the owner must not advertise his home to have any additional occupancy capacity, nor
shall any more than four bedrooms or rooms which could reasonably be expected to serve as
P. O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/10% post-conwmer paper

Mr. David Stein
Page 2
September 8, 1995
bedrooms be provided in this residence.
System: 1,000 gallon septic tank, with ZABLE Model A300 effluent filter and access risers
extended to finished grade, 1,000 gallon pump tank, effluent pump with flow equalization timer
control ,panel, four Bord Na Mona pre -fabricated peat modules and now distribution system
installed within 35 foot by 14 foot raised gravel bed.
Design Flow: 480 gallons per day.
As you are aware, there are a number of times during the installation of this system when direct
supervision by the health department must be provided to insure that the system in installed
properly. For this project, make certain that:
1. Provisions are taken by the owner to insure that bedrooms and occupancy shall not exceed
the system design limitations specified.
2. Septic tank and pump tank are properly constructed and determined by 24 hour leakage
tests to be fully watertight. Tanks must include access manholes extended at or above
grade (for pump tank) as indicated on approved plans and include secured readily
accessible manhole openings.
3. Septic tanks must include ZABLE effluent filter installed in accordance with
manufacturer's recommendations and as indicated on approved plans, and demonstrated
to be readily removable from the overlying access manhole.
4. . Pump tank must include all specified components, pump, discharge piping and pump
removal system, valves, level control floats properly adjusted and readily accessible from
above grade at the access manhole (and independent of the pump), and control panel in
NEMA 4X enclosure, including audible and visible high water alarm on a separate circuit,
elapsed time meter and cycle counter, and flow equalization on -off timers, as specified.
Pump dosing and alarm systems must be demonstrated to be fully operational prior to
system start up.
5. Layout and site preparation steps for nitrification bed and Bord Na Mona modules must
be completed in accordance with manufacturer's recommendations and approved by the
health department prior to system installation. Gravel bed is to be installed at the depth
of approximately four inches below the existing grade. Minimum set backs of 35 feet to
adjacent surface waters and five feet to the house must be maintained to the edge of the
bed. Bord Na Mona modules must be installed level within the gravel bed in accordance
with manufacturer's recommendations, and flow distribution system provided and
connected in a fashion to assure uniform distribution of effluent between and within the

Mr. David Stein
Page 3
September 8, 1995
modules. Gravel bed surface between the peat modules and the edge of the bed is to be
covered with a filter fabric at the gravel/backfill interface. Backfill is to be provided up
to the top of the peat modules and extend at least five feet beyond the edge of the gravel
bed prior to at least a three -to -one taper to meet the original ground surface. Bed surface
must be finally graded to shed surface water, seeded and mulched prior to operation permit
issuance.
Note that a registered professional engineer must certify that the system has been installed in�
accordance with approved plans and specifications based upon periodic observations of
construction and a final inspection for design compliance by the certifying engineer or his
representative, and the installation must be approved by the health department prior to the issuance
of an operation permit. The operation permit must include, as conditions, the operation and
maintenance procedures included in the approved plans and specifications. It shall also include
the necessary information regarding the proposed management entity and certified operator, and
any additional concerns deemed appropriate by the health department for the operation and
maintenance of this system.
Due to the innovative nature of this system, please call on us to assist you with your final
inspection of the system installation prior to operation permit issuance.
Please feel free to contact us if you have any questions pertaining to this project and when we may
be of assistance to you during your inspection of the system installation.
SB/nb
Sincerely,
�f
Steven Berkowitz, P.E., Head
On -Site Wastewater Engineering Branch
cc: Bob Uebler
Tom Fitzgerald
Phillip Fisher
Sean Casey

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:EP-07-SS 11: 08 THE FLAY. S F,:iPAH]E M C TEL: 1-n,.9-249-23384 P: L r
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SEP-07-95 11:08 THE RAYS c"-PAHLIE 11 I_
TEL: 1( - g-E-)a-L B-' P:09
SPECIFICATIONS
Motc0r:113 HP--20= 1�2 HP-300tS
Speed: 3450 RPM
Yoftage:115/i
Fun Load Amps: 3.3-200TS, 5.5--300TS
Discharge:1-114"
Cabe Length:10 ft.
Wolght:12.5 tbs.--200TS, 13 Ibs.-300TS
46
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MATERIALS OF CONSTRUOTION
MbtHtLI "NUSTA 1OO11`101 oOTs .,)
Lower Motor Casing ................ S.S.
Upper Motor' Casing Reinforced
& Pump jacket ......... . . ..........Potyprclpyiene
Shaft .... ........................420 8.8.
1.............................Lip Sedi, Bursa N
Impd;,tier...............................Potypropylene
O-tangs ...............................Duna N
Handle & Strainer .....................laotypropylene
Bearings ............ .• • • • • • • • • • • • • •Heavy buty Ball
0
APPLICATIONS
Fits Into SunV@ As $mW A6I"
Compact and slubmemv t.I, "Plabwie"
drainage pumps from A83 are tired wf*n
large quantities of deer, rain, or dirty wider
must be pumped qLkkly and r+6fi*.
Permanent instaO&tk n3 of "%bustel"
pumps Include basement and kWuattrW
sumps for water removal. They am &W
suitable for the dratlna p of buill kql.
and for pumping rainwater out of lower
ievel rooms.
They are used a.s portable puff" to fM or
empty containers of every type, flat use
in drainage pits, to maintain dry concMk *
In ditches and to pump out flooded cMIRra.
atattatlon
FIF- I 1'1v�i
CGtpbtAta QftlCe:
ttsq{oa�N 4ff{ct►t:
AN Pub Inc
`ASS Ptvnps, Inc.
ASS Pump, Inc.
AW Pwrq* kip.
110 Pond View Drlyv
1209 Ahok Drive
949 5hKAck Or1ve
97o Gwcis /111 S"
µvklo1, Cr 06450.7156
OWNAn, MO 63011
Orange City. FL 32763
Unit A 1, $
(2" 23627a0
[phone]
[phone]
Pn txo. CA 94M
FAX (2" M-0738
FAX (314) 230-a7736
FAX [phone]
(415) W-6400

CONTAINMENT MODULE, DISTRIBUTION GRID & SAMPLE
CHAMBER DRAWINGS & SPECIFICATIONS

15- --0 i
NOTE 3 PUMP LINE OPTIONS 1 2 3
1�
LAYOUT 'F 4 MODULES COLOUR CODE
BC 16-11-93
Bord na Mona
Environmental Products U.S. Inc.
P.O: Box 77457
Greensboro, N.C. 27417
Tel:. ( 910) .547-9338
'Fax: [phone]
I II SAMPLE
o—ZS '45/
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FILTER SPECIFICATION
ZABEL MODEL A300
e-

What The
Zabel
Filter* Does
For The
,r+
Homeowner
MONT
Your home is the largest single -
This home has t
investment you make. If your he 7.ahc1 filter protection
septic systan fails, your property
value decreases significantly.
2.
A failing septic system can potentially expose your children and pets to untreated waste -a real health
hazard.
3.I�.. i.
A properly designed and maintained septic system is an extremely effective and environmentally -safe
means for treating your household wastewater. Unfortunately, more than 240,000 systems fail annually
resulting in thousands of dollars in repair costs for families like yours. A minimal initial investment in a
Zabel Filter helps to protect your septic system from costly failure.
4•
Your septic tank is a watertight holding tank that contains all
of your household wastewater. While in the tank, some settling
of solids and pre-treatment by bacteria takes place before the
wastewater proceeds to the lateral lines.,
The most common reason for failure ofsepticsystems is excessive
solids leaving the tank which then causes clogging of lateral
lines and drain fields. With a Zabel Filter installed in your tank,
solids are contained within the tank so they cnii be further
broken down.and kept out of your lateral lines.
Lifetime Guatantee
Zabel w3tiewater Filter S)Ittms
duuAnties every Zabel filter to be hee hom
defeeti in matettals ind minuflcture foi the
lifetime of the homeowner•putchuer. Free re•
pair 6t ieplactment, txcludi(I 126, will bt
made on return of the filter to the plice of
purchase.
primed on
recycled paper
Septic tank with the Zabel filter
For More Information Contact:
Manufactured by 7--abel waitewater riper 5yctemc • 3(M C1tamlwrl,in I.an. • Suil� GI l • t i III. F"1' 10"41 Px(,I,i N" 4.710.7ft

The Zabel Filteem performs
two primary functions:
- Retains solids in the tank
- Reduces BODs
Servicing the filter in septic tank installations
is required only when the tank is normally
serviced.
Servicing the filter in grease interceptor tank
installations depends on the volume of grease
discharged by the restaurant.
Additional Zabel Products
Grease Interceptor Tank Package -
Includes grease filter, reducer, tank, lid
and pipe seals for a complete restau-
rant installation.
Extension Reducer -
Modifies filter case bottom to accept 4"
CSchedule 40 pipe to meet various liquid
depth requirements for Septic Tanks or
extend into cooler liquid for Grease In-
terceptor Tanks.
If you would like to learn more about ZabeI's
products, please check all that apply, cut at
the dotted line, apply postage and send by
return mail for our prompt response.
Send more information on
❑ Testing
❑ Pricing
❑ Flow Rate Guide
❑ Restaurant Application Guide
❑ Distributor Information
❑ Saks Representative Information•
Iama
C/
Container Assembly - I ❑ Precaster ❑ Designer
Allows filter retrofit to an existing sys- ❑ Pumper Q Health Official
s• D. .'
127 �-�� o tern without having to alter the existing ❑ Installer Q Sales Rep
l , L tank. ❑ Supplier ❑ Other .
Flow Reducer Plate - 0your N:
amen 11•lyla- our Controls the tank outflow at the desired `
114- 30.004= maximum rate. •�
ieso�„ Company:
0
_ _ Septic SaverT" - •a
9.049crn WIto
_ - a Measures sludge level without having to o Address:
open the tank.
a :41 le• U City: Zip
r 40.641 CM Sep ti-MarkerT" -
M? Instantly locates the septic tank and StatelProvince: -_ identifies the service company without
�.L _ _ _ _ "-�' digging or probing for the tank.
11.34" ow� b A �'• Country:
2&803c n Complete enclosed form for further
Zabel Filter Silts: _ information or call Phone v
Model A100 - 1/16" Filtration Voice (S02) 429-0d28
Model A300 - 1/32" Filtration F��ax (502)800 Fax:
339-8669 39

Zabel Filter Installation
The Model A 100 Zabel Filter for residential septic tanks is installed in place of the standard
outlet tee.
Securely fasten the bell coupling on the side of the filter case by s solvent weld connection
to the Schedule 40 PVC plastic pipe which extends through the outlet opening of the septic tank.
The Schedule 40 PVC pipe extending through the outlet opening of the tank should be at least 12"
or more beyond the tank before being connected by an adaptor to the remainder of the system. This
will suspend the filter inside the septic tank by the bell housing on the side of the filter case.
The top of the tank must have an opening 12" in diameter or larger to allow easy removal
of the disc dam cartridge for cleaning. If the tank opening over the filter is the only access to the tank
for pumping, it should be large enough in diameter to allow the tank to be pumped prior to removing
the.cartridge for cleaning. -
BUTYL -RESIN SEALANT
OUTLET
CONNECT WITH PVC CEME
TAI
12" DIA. MIN.
:L
Call 1-800-221-5742 or Fax [phone] for further information.

PROGRAMMABLE TIMER SPECIFICATION
ORENCO MODEL S-1 PT
�' i�U1 C �• j C., �'�.: i ry � �"7�-Lc u , � c_�rJ Cx T't� t "Z � c: f Z o f=

Orenc�o Sy rter�rs Inc
f�lociel S-1 FT
AL
1 fA
SR�J
91 5
�� 14 SR 13
iAS
2 \J 7 Al A2
CRi
14 13
ti C 5
rra
1 3
PT
Lt L2
TT M TT2
TenT*v i
Sb'4 1 2 TL S 4 3
For float wiring
Idiagram. see
'Float Arrangements for
S-1 PT & S-2PT'
Pump
NOTE Molars molt halo 115 VAC / 1 Hp.
trlterrlal overload prom r-I' m 1 Phase 160 ItL
't
Simplex Operation
Alw= AcfNa ss If* fglid Mist alarm "and buax. The' r P, I m eferlr i by
pressing the Murrirnled PM To SL17 CE bump on frfer.er coma panel
The alarm" willmnakn m"lhe hip level oorldiforl tsr>asrr•d
Wgh level Energtms and de-enerylM the mayor contactor. wt#1 UV=mI rte orogrammeble
OrJOM timer and swktm ON and OFF power logo pump. Tba lLtlss fM up; b
snergtze Cie pump and In the doer, powon b doww s t
Timer. Energizes the rrlobr eontaclor in a Wo-proprarmied oycie. -Jm&dm Lswi OR hoot
rrxut be in the up pos#bn for ibis b occur. ,
. Factory Wire
. Field Wks
.
. Aiernate Field Wire
A
. Audio Ala M 115 VAC
AL.
- Alarm Ught
AS
- Audio Slone Swish
CS
. Ctnxrt A1ssber
CR1
. PT Override Relay
DF
. Dleoonrlect Fuse
U
- Idolor Contactor
PT
- Prograrran" Timer
SR
- Stance Conic Relay
TL
'-Termk*Ltr*
t
i
-
1
_w _ .._-.�.
..
L
1
1 CW 1 Ce
1
N 1
1 su► 1 aM
1 O
1
12M1 '
1
L IKU
�r
_
1
1
Note: Ths controis'con be run
1
off s saperaa drm& To do so,
1
nrnove the Puper vte between
Neutral L1 L1 (hound
the dret# broWw"the kue.
end connect a i 15VAC droua to
VW k►ee Glodc
115 VAC.1 Phom 00 Hz.
From LWn Poser Panel
Branch Ctrwi Prolecfon And Main
Dlsoamect Provided By Others.
Opflats
ETM - Hopeet'7`Allow
CT - Event malt
P -��

Check the appropriate box
MF-BA
Ml~2A
MY --CA
MBA
CoraDirwd Alarm & Override
Terminal .
HX3H WATER
ALARM do
HIGH LEVEL
OVERRIDE
ONwF
LOW
LEVEL
OFF
Note: In the above diagrams,
Oro ft@QQU q -0if @.
Float AnwVements for Control Panel Models
%-I n (a MPT
O b„� vla . or•„oo sue., r+a
Dr the float arrangement for your system
MF-2A MF-ABA
perate Alarm h Override* MF3A
MFFACA
MF-ADA
_ ...__ . Separate Alarm a Override'
© Terminal Terminal
strip strip
H?G:rWA7 EA MkiFfWA'h_n
ALARM ALARM
HIGH LEVEL HIGH LEVEL
OVERRIDE OVERRIDE
ONOFF ON'OFF
LOW LOW
LEVEL LEVEL
OFF OFF
� , Di3L uba �it! c t
Evil
K>4wrwe Lick Rail I 'Rernove AierTrV0—ride Link rrW
nical'A', V, or'D' floats may be substituted for'B' Floats.

814
ve. uthertln OR 9747D SETTINO THE SY R E LEC
6034694449 PROGRAMMABLE TIMER
The "OFF" cycle comes before the "ON"
cycle. Timer operation Is indicated by
Illumination of the "V" LED.
There are two dials on the top of the timer,
lino far flip. "tin" time tsng� And tills ftit llip
"atf" Illll/ IAlign, aArh llf41 IA Apt
Indr pndolilly fit 1110 Illll•f Alld IA fold In
WIIAI#Vff until yttll Art Ulthis the dip
switches on the side of the timer.
2 Steps for Setting Timer
1. On the chart at right, find
the time range for the "off"
time required and move the
'T off' dip switches to the cor-
responding settings.
2. Note in which units the dial now
reads and move the "T off' dial to
the "off" time required. If dealing
In loth of units, it may help to
refer to the example below.
REPEAT THE 2 STEPS TO
SET THE "ON" TIME.
EXAMPLE
T Oft T On
H M x1 I H M x1
�IMIM Mai
L J x0.1 L J x0.1
.S S
Dip Switches
Tl e 3 dip switches tin the The 3 dip snitch" an the
irft set the -tiff- units. right set the 'tin' units.
T oil T on
L JI ><u.l L � xu.I
S S
0 to 10 hours
Hours
0 to 1 hour
jHH
10th of Hours
M x1
0 to 10 minutes
Minutes
M
0 to.l minute
10th of Minutes
0 to 10 seconds
Seconds
to 1 second
s s®0
L J r
s a
10ths of Seconds
A typical setting for an Intermittent sand filter is 30
minutes "Off' and t minutes "On."
To set Off time of 30 minutes: Refer to the chart in the
center of this page. Because 30 minutes is In the 0 to 1
hour rangtt, set the IT off' dip switches as shown for.
10ths of hburs. Now set the lower dial (see right) to "Y.
(30 minutes . 5 x 0.1hr • 0.5hr)
On time df 1minute* Because 1 minute is in the 0 to 1
minute range, set the"T on" dip switches as shown for
10ths of minutes. Now set the upper dial (see right) to
"10".
(1 minute • 10 x O.lminutes •'10' 10ths of a minute).
5
4` CJJ*
11
32— —8
1'-9
0 T On 10
RO 4
�6
3 `% I 7
2— ' —8
1� `9
°TOff 10
Dials

ALARM SPECIFICATION
MYERS MODEL SA-1 SUMP ALARM

Wnrning light
Test Sul
i
Myers,
MODEL SA-1 SUMP ALARM
Ilan Silent Switch
spend
Sump
59x2
TECHNICAL INFORMATION
Powor coal: 61'T to13 SPT 9
Voltage: Primary, 120V 60 Hz
Secondary. 12V, 60 Hz
Watts: 5 watt alarm condition
Alarm Panel: NEMA 1, 6 in. x 4 in. x
2.5 in. metal enclosure.
with line cord.
Float: 2 in. dia. by 3 in. long
mercury switch.
Intermittent Liquid Temp. up to 140OF
Switch cord: 9FT 1812 S.IOW
AnVANTAt PA wY nPoinN
Simple installation, enclosure mounts to wall with one screw, float switch Is secured to
pipe with supplied cable tie.
• Alarm horn and L.E.D. alarm light are energized at high water level to provide audio and
visual warning.
• Silence switch allows horn to be d"nergized while maintaining L.E.D. warning light during
alarm condition.
i When properly installed on a sephrate circuit, alarm will function even if pump circuit
should fail.
• Float switch is isolated from power line and operates on low voltage to reduce the risk of
shock hazard.
• Durable nema 1 metallic enclosure.
• Mercury switch and cable are seated In epoxy to preVent entry of moisture.
• UI listed.
• No sump or sewage pump Installation should be without onel
APPLICATIONS
The Sump Alarm is designed as a'high liquid level alarm system designed specifically
for sump pump basin, holding tank sewage systems lift pump chambers and non•
potable water systems.

0
INSTALLATION. INSTRUCTION13
4
ALARM PANEL
Mount alarm panel inside building. Mount with screw by hanging on keyhole in back
of alarm panel. Connect the two conductor wire from the sensor float to the screw ,
terminals on the bottom of the alarm panel. NOTE: The alarm panel plugs into a
standard household 120 V.A.C. receptacle. DO NOT Plug the Sump Alert into the
same circuit the as the pump. If a problem develops in the pump circuit, the alarm
will still function. To check alarm panel, push test button.
FLOAT SWITCH
The float switch operates on low voltage and is isolated from the 120 V power line to
reduce shock hazard.
Attach float switch cable to discharge pipe with cable tie provided as shown In figure
1. Minimum tether should be 5 inches.
PUMP
AI.Ar1M LF.VF.L
OO
5" MINIMUM TETHFn
FIGURE 1
myels
F.E. Myers. A Ponlelr Company
1101 Myers Parkway. Ashland, t7hb 44W5.1923
Phone [phone] FAX 419=94656 Telex 99.7443
NCr(`:� -qL -9ct IN 5t71cLLCy� (i�:51 ta_ T�1:51 t>� �-��L�
r�
1 IL. S1Jc,1��YJr'JL-arJT" c1f-
U(�r1c-�. Ste! SrtR�

-- mmirwmp�
BOADNAMONA
TELEFAX TRUSHISSION
EWRWMENTAL PRODUM U.S., Inc.
Date: 7s- P.O. Box 77457
Greensboro
To: S'(0'z' t -rz - N.C. 27417
Fax No: Tel: [phone]
Fax: [phone]
From; C 19.S 95
Subject: fv(A-40 N,9,vl roe_ 0 f 04 etrf(_C_ C
No of Pages:
P0_ 0 F
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Y—77 7i, S C1 T 6' ,-:.IT SE'�'T.-`:77`80
C i 1,"..[13 "_110V-1 err kInIO.a

13ORD NA M6NA
L ENVIRONMENTAL PRODUCTS U.S. INC.
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20
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i `� of Public
\ ;1 o h•- BOAT -Q I; E EM r lenonce
jopy
I y7/_3' Ot1SE h, BR 10 Eas o+!.-� /+,oin _
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_.. (y•(,a}' +�'f+ +,�.. 11 gtlpVFY FOR

PAMLICO COUNTY HEALTH DEPARTMENT
ENVIRONMENTAL HEALTH SECTION
BAYBORO, NORTH CAROLINA 28515
IMPROVEMENTS PERMIT
Permit valid for 5 years
ISSUED TO: J. P. McDonald PERMIT # 4459
ADDRESS: 580 Patten Avenue Unit # 29 RECORD # 4459
Long Branch NJ 07740 MAP # F 093-108
SUBDIVISION: LOT #
TOWN: Minnesott Beach SR # 1123
LOCATION DIRECTIONS-- Last house on road goes left from Country Club
just before lagoon bridge
THIS PERMIT IS HEREBY ISSUED TO SERVE A:
HOUSE (XXX) MOBILE HOME ( ) OTHER (XXX) Maximum of 480 gal/da
#BEDRO0MS:..4. #FACTORS 'Maximum of 8 people
WATER SUPPLY: (X) PUBLIC 10 feet
OR_( ) PRIVATE feet from any part.of septic system
SITE CLASSIFICATION: ( ) SUITABLE (XXX) PROVISIONALLY SUITABLE
* LAND DRAINAGE: ( ) SUGGESTED ( ) NECESSARY
( ) DITCH NECESSARY ( ) SUB -SURFACE TILE NECESSARY set deep
and ( ) TRENCH ROCKED TO WITHIN 1'OF GROUND SURFACE
and ( ) WITH POLYURITHANE CURTAIN: FRENCH DRAIN
and ( ) FINISHED AT OUTFALL W/ SOLID PIPE & SCREEN
and ( ) FINISHED AT OUTFALL W/ BACKFLOW PREVENTER
* DESIGN:
(XXX) LOCATION AS SPECIFIED IN ENGINEER'S
PLANS AND SPECIFICATIONS ATTACHED HERETO,
(XXX) ENGINEERED SYSTEM BY Thomas��L. Fitzgerald, E.I.T. and Phil
Fischer, P.E. and approved by Off Site Waste Water Section of
DEHNR
( ) MOUND SYSTEM:(ref.1950b) trench 18" deep & it wide in
suitable fill extending ' beyond any part of system
* = depth of FILL; pump necessary if unable to gravity feed
( ) LPP SYSTEM:(ref.1957) see comments for design criteria
( ) BED SYSTEM:(ref.1955d) see comments for design criteria
( ) OFF -SITE DISPOSAL:(ref.1957) see comments for design notes
attched SEPTIC TANK attached gal PUMP TANK ( ) GREASE TRAP'
attached SQUARE FEET NITRIFICATION FIELD or NITRIFICATION BED
attached LINEAR FEET NITRIFICATION LINE; attached or. ( ')
(xx) COMMENTS: GENERAL:
(XXX) CONTRACT WITH CERTIFIED OPERATOR FOR A TYPE V(a) system in
1 LunnZala: zjl. 7Ttm: HLIUHT =
BASAL AREA X CROWN AREA: FX '

ADDITIONAL FOR ALL SYSTEMS:
LANDSCAPE SYSTEM AREA FOR SURFACE WATER RUNOFF AND GRASS
DO NOT PLACE DRIVE OR ANY BUILDING OVER SYSTEM AREA
OBSERVE ALL PROPER SETBACKS: ref .1950
TANKS MUST BE PUMPED CLEAN AS A PART OF ANY SYSTEM REPAIR. .
DISC NATURAL GROUND BEFORE INSTALLATION OF ANY FILL
ALARM & ON -OFF FLOATS ON PUMPS MUST BE ON SEPARATE CIRCUITS.
IF BUILDING AREA EXTENDS INTO SYSTEM AREA THIS PERMIT WILL BE INVALID
* IF ANY OTHER REGULATORY AGENCY DEITIES PERMITS FOR LAND ALTERATIONS AS
DESCRIBED HEREIN, THIS PERMIT WILL BE INVALID
PLOT PLAN MUST NOT BE ALTERED UNLESS BY SANITARIAN APPROVAL
PLOT PLAN
AS PER ATTACHED SPECIFICATIONS
t
DATE
DAVID I. STEIN
ENVIRONMENTAL HEALTH SPECIALIST
ALL SEPTIC SYSTEMS MUST BE INSPECTED & RECEIVE APPROVAL BY THE LOCAL HEALTH
DEPARTMENT BEFORE BEING COVERED OR PLACED INTO USE AND NO ELECTRICAL
CONNECTION SHALL BE ALLOWED UNTIL APPROVAL HAS BEEN RECEIVED. (GS 130A)
A PLOT PLAN (TO SCALE) SHOWING ALL BUILDINGS, DRIVEWAYS, WATER LINES.&.SEPTIC
SYSTEM LOCATIONS MUST BE APPROVED BY THE ENVIRONMENTAL HEALTH DEPARTMENT
PRIOR TO RECEIVING A BUILDING PERMIT.

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Health
James B. Hunt, Jr., Governor � C
Jonathan B. Howes, Secretary C
Richard K. Rowe, Director RECEIVED SEP 1 3 1995 C-V
August 23, 1995
�I T• � �� � d tt:
Mr. David Stein
Pamlico County Health Department h'
s ni
PO Box 306 <a
Bayboro, NC 28515 a "
c. .c-,.�1
COURIER # 02-91-16
Subject: Review of plans and specifications for J. P. McDonald Bord Na Mona repair
wastewater system, Minnesott Beach, Pamlico County, NC, Project No. 95-36
Dear Mr. Stein: .
We have reviewed plans and specifications for the above referenced facility, received May 24,
1995. I apologize for our delay in completing our review of this system. We have been
concurrently reviewing proposals for the use of Bord Na Mona products statewide, and at other
specific sites .in North Carolina. Based upon recent discussions with the manufacturer,
consideration is being given to granting experimental approval,to provide for at least installations
of systems at this Pamlico County site and at a site in Gates County, if this is acceptable to all
parties involved and the necessary pieces can quickly fall into place.
A concern we have which could be readily investigated at either site, is the adequacy. of the
proposed peat bed flow distribution system. It would appear that the use of ten 15 millimeter
(0.56 inch) orifices in the lateral distribution network over each peat module would not facilitate
adequate pressurization with the specified pump, although the company claims this has already
been adequately demonstrated in Ireland.
Besides the need to have an experimental testing protocol submitted which incorporates this site,
which the company is working on concurrently, the following comments must be addressed with
regards to the proposed system in Pamlico County: -
1. Design Flow: The basis for the proposed 500 gallons per day design flow must be
indicated, in accordance with Rule 15A NCAC 18A .1949. How many bedrooms are
present and what is the maximum design occupancy?
2. The Septic Tank must include access manholes which extend at least to finished grade.
Relative tank invert and ground surface elevations must be indicated.
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper ` `

Mr. David Stein
Page 2
August 23, 1995
3. Pump Tank: Relative invert and ground surface elevation must be indicated.
Inlet must be a straight pipe.
Means of manually removing pump is unclear.
The apparent extension of discharge piping above grade must be altered to insure adequate
cover is to be provided over all portions of the discharge piping and supply line.
Pump and high water alarm activation levels must be indicated.
Proposed flow rate does not appear compatible with manufacturers dosing
recommendations (7.5 gallons per minute per module).
4. Peat Modules/Application Bed: Plans must indicate minimum setbacks to maintained,
based on field staking of proposed system.
If possible, the configuration should be elongated as much as possible, with the long
dimension parallel to the natural ground surface.
Bottom of bed must be specified to be level (no allowable fall).
Portion of ground above gravel bed not covered by peat must include a geotextile fabric
at the gravel/backfill interface to prevent migration of fines into the.bed.
The top of the backfill must extend five foot beyond the edge of the gravel bed before the
side slope taper begins.
It is our understanding that orifice plates are used to facilitate the equal flow distribution
between the four peat modules (not valves and pressure gauges), although we do advise
valving be provided to enable any of the four modules to be isolated. A detail of the
distribution manifolds/orifice plate must be provided.
We have discussed with the manufacturer our concerns that adequate pressurization and
thus equal distribution may not be achievable with the proposed distribution networks.
This could either be addressed by the experimental protocol to be proposed, or adequate
documentation of distribution uniformity provided from previous testing.
5. Operation Maintenance and Monitorine: Due to the innovative/experimental nature of this
system, it shall be considered equivalent to a Type V(a) system for the purposes of
assigning management entity responsibilities in accordance with Rule .1961(b).

Mr. David Stein
Page 3
August 23, 1995
Provisions for system monitoring to be provided shall include a water meter, elapsed time
meter and cycle counter in the system control panel, observation tubes extending into the
bottom of the gravel bed, and any other monitoring provisions required in the experimental
testing protocol.
Note that the owner must be aware of the experimental nature of this system and agree to
grant access for monitoring and evaluation to the research/test organization in accordance
with Rule .1969(4)(c).
We shall continue our review as soon as we receive the revisions and the additional information
requested above. Please feel free to contact us if you have any questions pertaining to this review
or if we may be of further assistance with this project.
Sincerely,
Steven Berkowitz, P.E., Head
On -Site Wastewater Engineering Branch
SB/nb
cc: Bob Uebler
Tom Fitzgerald
Philip Fisher
Sean Casey

_ 1
MAILING ADDRESS:
p_
POST OFFICE BOX 218
BAYBORO. NC 28515
ck���GGT.'LP/
TELEPHONE:
lLG
o
919-745-5115
FACSIMILE:
-
919.745-5917
t
e/�
IA"
May 25, 1995
M.".emAte/
Mrs. Rachel A. Bright
c/o Ms.' Barbara Bright
Rt. 65 Box 228
Arapahoe, NC 28510
Dear Mrs. Bright:
Enclosed is a copy of the
Adjacent Riparian Property Owner
Statement for Mr. McDonald's CAMA Minor Development Permit. Mr.
McDonald is required to give you notice of his development plans.
I know from a recent conversation with Barbara that she is
familiar with this requirement.
If you have any questions,
please call me.
Sincerely,
HOLLO LL & HOLLO L
Steven E. ollowell
SEH:jmf
Enclosure.

SENDER:
q • Complete items 1 and/or 2 for additional services.
;
.
1 also Wish to receive the
m • Complete items 3, and 4a & b.
following services .(for an extra
ail
rr • Print your name and address on the reverse of this form so that we can
fee):Z,
.21
m return this card to you.
d • Attach this form to the front of the mailpiece, or on the back if space
1. ❑ Addressee's Address
y'
does not permit.
Z •Write "Return Receipt Requested" on the mailpiece below the article number.
2. Restricted Delivery
a'
" • The Return Receipt will show to whom the article was delivered and the data
d'
delivered.
Consult postmaster for fee.
m1
-a 3. Article Addressed to:
4a. Article
Number
m Mrs. Rachel A. Bright
Z799 876 066
C'
E : c/o Ms. Barbara Bright
4b. Service Type
0 Rt 6 5 BOX 2 2 8
❑Registered ❑Insured
tM
�
.
Arapahoe, NC 28510
®Certified ❑COD
. 5.
uw
❑ Express Mail ❑ Return Receipt for
Z,
tr
Merchandise
7. Date of Delivery
w,
o.
5. SIgnatu.Eej
8. Addressee's Address (Only if requested
Y,
+� •
and fee is paid)
Q
s
F'
6. Signature (Agent)
PS Form 3811, December 1991 *u.s.t;Po:t9e3—;;2714 DOMESTIC RETURN RECEIPT
;
r

POBOX 776 -PAMLICO COUNTY BUILDING INSPECTIONS BAYBORO, N.C. 25515
[phone]
(After this form is completed by the landowner proposing the project,
a copy is given to his/her adjacent landowners for their consent and
signatures. The forms are then returned, along with a building plan
and other applicable required information, to the Building Inspections'
Office for building permit application/processing.)
ADJACENT RIPARIAN PROPERTY OWNER STATEMENT EPN#
I hereby certify that 1 own property adjacent to
is on
Name of landowner proposing development body of water
in/ "a Lot# of
community Subdivision, if applicable
Tax Parcel # Fo 93 . off S Complete description of how to
locate this property:
6R Ila 3
The proposed project, a
,'a�(d the location has been
described to me as shown in he
drawi g below and I have no objections
'
to the proposal.
FOR A PIER,
CHECK ONE OF THE FOLLOWING:
Q
I wish to waive the 15' minimum setback from my riparian access.
I DO NOT wish to waive the
15' minimum setback requirement.
Draw the proposed structure in
the space provided below. List the size
of the structure and measured
distances from the adjacent property
lines, other structures on the
property, and the road, water, etc.
itcd .Natrr Date Signature

PAMLICO COUNTY HEALTH DEPARTMENT
ENVIRONMENTAL HEALTH SECTION
BAYBORO, NORTH CAROLINA 28515
IMPROVEMENTS PERMIT
Permit valid for 5 years
ISSUED TO: J. P. McDonald
ADDRESS: 580 Patten Avenue Unit # 29
Long Branch NJ 07740
SUBDIVISION•
TOWN: Minnesott Beach
LOCATION DIRECTIONS Last house on road goes .
PERMIT # 4459
RECORD # 4459
MAP # F 093-108
LOT #
SR #
THIS PERMIT IS HEREBY ISSUED TO SERVE A:
HOUSE (XXX) MOBILE HOME ( ) OTHER (XXX) Maximum of 480 gal/da
#BEDROOMS: 4 #FACTORS Maximum of 8 people
WATER SUPPLY: (X) PUBLIC 10 feet
OR ( ) PRIVATE feet from any part of septic system
SITE CLASSIFICATION:' ( ) SUITABLE (XXX) PROVISIONALLY SUITABLE
* LAND DRAINAGE: ( ) SUGGESTED ( ) NECESSARY
( ) DITCH NECESSARY ( ) SUB -SURFACE TILE NECESSARY set deep
and ( ) TRENCH ROCKED TO WITHIN 1'OF GROUND SURFACE
and ( ) WITH POLYURITHANE CURTAIN: FRENCH DRAIN
and ( ) FINISHED AT OUTFALL W/ SOLID PIPE & SCREEN
and ( ) FINISHED AT OUTFALL W/ BACKFLOW PREVENTER
* DESIGN:
(XXX) LOCATION AS SPECIFIED IN ENGINEER'S
PLANS AND SPECIFICATIONS ATTACHED HERETO
(XXX) ENGINEERED SYSTEM BY Thomas L. Fitzgerald, E.I:T. and Phil
Fischer, P.E. and approved by Off Site Waste Water Section of
DEHNR
( ) MOUND SYSTEM:(ref.1950b) trench 18" deep & it wide in
suitable fill extending ' beyond any part of system
* depth of FILL; pump necessary if unable to gravity feed
( ) LPP SYSTEM:(ref.1957) see comments for design criteria
( ) BED SYSTEM:(ref.1955d) see comments for design criteria
( ) OFF -SITE DISPOSAL:(ref.1957) see comments for design notes
ittched SEPTIC TANK attached gal PUMP TANK ( ) GREASE TRAP
attached SQUARE FEET NITRIFICATION FIELD or NITRIFICATION BED
attached LINEAR FEET NITRIFICATION LINE; attached or ( ')

ADDITIONAL FOR ALL SYSTEMS:
LANDSCAPE SYSTEM AREA FOR SURFACE WATER RUNOFF AND GRASS
DO NOT PLACE DRIVE OR ANY BUILDING OVER SYSTEM AREA
OBSERVE ALL PROPER SETBACKS: ref .1950
TANKS MUST BE PUMPED CLEAN AS A PART OF ANY SYSTEM REPAIR.
DISC NATURAL GROUND BEFORE INSTALLATION OF ANY FILL
ALARM & ON -OFF FLOATS ON PUMPS MUST BE ON SEPARATE CIRCUITS
IF BUILDING AREA EXTENDS INTO SYSTEM AREA THIS PERMIT WILL BE INVALID
* IF ANY OTHER REGULATORY AGENCY DENIES PERMITS FOR LAND ALTERATIONS AS
DESCRIBED HEREIN, THIS PERMIT WILL BE INVALID
PLOT PLAN MUST NOT BE ALTERED UNLESS BY SANITARIAN APPROVAL
**t******t**ttttttttttttttttttt PLOT PLAN ************ttttttttttttttttt
AS PER ATTACHED'SPECIFICATIONS
11
DATE
DAVID I. STEIN`
ENVIRONMENTAL HEALTH SPECIALIST
ALL SEPTIC SYSTEMS MUST BE INSPECTED & RECEIVE APPROVAL BY THE LOCAL HEALTH
DEPARTMENT BEFORE BEING COVERED OR PLACED INTO USE AND NO ELECTRICAL
CONNECTION SHALL BE ALLOWED UNTIL APPROVAL HAS BEEN RECEIVED. (GS 130A)
A PLOT PLAN (TO SCALE) SHOWING ALL BUILDINGS, DRIVEWAYS, WATER LINES & SEPTIC
SYSTEM LOCATIONS MUST BE APPROVED BY THE ENVIRONMENTAL HEALTH DEPARTMENT
PRIOR TO RECEIVING A BUILDING PERMIT.

RE�F�
VFD SEP 0 7 i995
September 6, 1995
Steven Berkowitz, P.E.
NCDEHNR, DEH
On -Site Wastewater Section
POB 27687
Raleigh, NC 27611-7687
Dear Mr. Berkowitz:
Enclosed are the final site drawings for the installation of the
Bord Na Mona treatment system at the McDonald property in Minnesott
Beach. Per our phone conversation last week, I have made the final
changes you requested. We are now able to meet the thirty five foot
setback requirement, per NCAC T15A.18A.1969.
I have also had Mr. Fisher review the latest design changes and
seal them for final approval. Request that correspondence with
Mr. Fisher be sent to the address below, versus his Air Station
address as listed in the professional register, since this project
is not directly related to his work at the Air Station.
As previously stated, Mr. Fisher and myself will be overseeing the
installation of this system and will submit a complete copy of sealed
record drawings for your filing after completion of installation.
Thank you for all your assistance in obtaining this permit, as always
if you have any questions please call me between 1130 and 1215 at
919.466.4674.,
.Sincerely,
Thomas L. Fit erald, EIT
Project Consultant
cc: Phil Fisher, P.E.
David Stein, PCHD
Sean Casey, Bord Na Mona
Mailing Address: Mr. Phillip G. Fisher, P.E.
2524 One Iron Street
Morehead City, North Carolina 28557
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State of North Carolina
Department of Environment,
Health and Natural Resourc���
Division of Environmental Health
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Richard K. Rowe, Director
Mr. David Stein
Pamlico County Health Department
PO Box 306
Bayboro, NC 28515
COURIER # 02-91-16
^Aftp 4
UU Y'A;7jLA
ID F==
August 23, 1995 RECEIVED SEP 1 3 1995
Subject: Review of plans and specifications for J. P. McDonald Bord Na Mona repair
wastewater system, Minnesott Beach, Pamlico County, NC, Project No. 95-36
Dear Mr. Stein:
We have reviewed plans and specifications for the above referenced facility, received May 24,
1995. I apologize for our delay in completing our review of this system. We have been
concurrently reviewing proposals for the use of Bord Na Mona products statewide, and at other
specific sites in North Carolina. Based upon recent discussions with the manufacturer,
consideration is being given to granting experimental approval to provide for at least installations
of systems at this Pamlico County site and at a site in Gates County, if this is acceptable to all
parties involved and the necessary pieces can quickly fall into place.
A concern we have which could be readily investigated at either site is the adequacy of the
proposed peat bed flow distribution system. It would appear that the use of ten 15 millimeter
(0.56 inch) orifices in the lateral distribution network over each peat module would not facilitate
adequate pressurization with the specified pump, although the company claims this has already
been adequately demonstrated in Ireland.
Besides the need to have an experimental testing protocol submitted which incorporates this site,
which the company is working on concurrently, the following comments must be addressed with
regards to the proposed system in Pamlico County:
1. Design Flow: The basis for the proposed 500 gallons per day design flow must be
indicated, in accordance with Rule 15A NCAC 18A .1949. How many bedrooms are
present and what is the maximum design occupancy?
2. The Septic Tank must include access manholes which extend at least to finished grade.
Relative tank invert and ground surface elevations must be indicated.
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer W%recycled/ I O'k post -consumer paper

Mr. David Stein
Page 2
August 23, 1995
3. Pump Tank: Relative invert and ground surface elevation must be indicated.
Inlet must be a straight pipe.
Means of manually removing pump is unclear.
The apparent extension of discharge piping above grade must be altered to insure adequate
cover is to be provided over all portions of the discharge piping and supply line.
Pump and high water alarm activation levels must be indicated.
Proposed flow rate does not appear compatible with manufacturers dosing
recommendations (7.5 gallons per minute per module).
4. Peat Modules/Application Bed: Plans must indicate minimum setbacks to maintained,
based on field staking of proposed system.
If possible, the configuration should be elongated as much as possible, with the long
dimension parallel to the natural ground surface.
Bottom of bed must be specified to be level (no allowable fall).
Portion of ground above gravel bed not covered by peat must include a geotextile fabric
at the gravel/backfill interface to prevent migration of fines into the bed.
The top of the backfill must extend five foot beyond the edge of the gravel bed before the
side slope taper begins.
It is our understanding that orifice plates are used to facilitate the equal flow distribution
between the four peat modules (not valves and pressure gauges), although we do advise
valving be provided to enable any of the four modules to be isolated. A detail of the
distribution manifolds/orifice plate must be provided.
We have discussed with the manufacturer our concerns that adequate pressurization and
thus equal distribution may not be achievable with the proposed distribution networks.
This could either be addressed by the experimental protocol to be proposed, or adequate
documentation of distribution uniformity provided from previous testing.
5. Qpgration Maintenance and Monitoring: Due to the innovative/experimental nature of this
system, it shall be considered equivalent to a Type V(a) system for the purposes of
assigning management entity responsibilities in accordance with Rule .1961(b).

Mr. David Stein
Page 3
August 23, 1995
Provisions for system monitoring to be provided shall include a water meter, elapsed time
meter and cycle counter in the system control panel, observation tubes extending into the
bottom of the gravel bed, and any other monitoring provisions required in the experimental
testing protocol.
Note that the owner must be aware of the experimental nature of this system and agree to
grant access for monitoring and evaluation to the research/test organization in accordance
with Rule .1969(4)(c).
We shall continue our review as soon as we receive the revisions and the additional information
requested above. Please feel free to contact us if you have any questions pertaining to this review
or if we may be of further assistance with this project.
Sincerely,
Steven Berkowitz, P.E., Head
On -Site Wastewater Engineering Branch
SB/nb
cc: Bob Uebler
Tom Fitzgerald
Philip Fisher
Sean Casey