BC_19-04_ Schreyer (2)

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Brunswick County BC19.04
Local Government Permit Number
CAMA
MINOR DEVELOPMENT 10
PERMIT NDAeQria
EnWran,anRal Qnarily
as authorized by the State of North Carolina, Department of Environmental Quality and
the Coastal Resources Commission for development in an area of environment concern
pursuant to Section 113A-118 of the General Statutes, "Coastal Area Management'
Issued to Sheila and Paul Schreyer authorizing development in the Estuarine Shore Area of Environmental Concern
(AEC) at 3824 Courtenay Drive SW in Supply NC 28462 as requested in the permittee's application package, dated
06-Mar-19 and received complete 22-Mar-19. This permit, issued on 02-Apr•19, is subject to compliance with the
application and site drawing (where consistent with the permit), all applicable regulations and special conditions and notes
set forth below. Any violation of these terms may subject permittee to a fine, imprisonment or civil action, or may cause the
permit to be null and void.
This permit authorizes: Single Family Residence, Covered Porch and Open Uncovered Deck.
(1) All proposed development and associated construction must be done in accordance with the permitted work plat drawings(s)
dated received on 22-Mar-19.
(2) All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations,
applicable local ordinances and FEMA Flood Regulations.
(3) Any change or changes In the plans for development, Construction, or land use activities will require a re-eveluallon and
modification of this permit.
(4) A copy of this permit shall be posted or available on site. Contact this office at [phone] for a final Inspection at
completion of work.
RECEIVED
(Additional Permit Conditions on Page 2) CCM WILMINGTON, NC
APR 0 2 2019
This permit must be on the project site and accessible to the permit officer when
the project Is inspected for compliance. Any maintenance work or project
modification not covered under this permit, require further wrillen permit
approval. All work must cease when this permit expires on:
December 31, 2022
In issuing thls permit It Is agreed that this project Is canslstenl wth the local Land
Use flan and all applicable ordinances. This permit may not be lrensfered to
another party without the written approval or the Division of Coastal
Management.
Connie Marlowe
CAMA LOCAL PERMIT OFFICIAL
PO Box 249
Bolivia, NC 28422
�t
PERMITTEE
(Signature required if conditions above apply to permit)

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RECEIVE
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APR 0 S 2019
-2—
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No

Locality
A3r UA'\S k + (V� coUn�
Permit Number C 1 `` b 4
Ocean Hazard Estuarine Shoreline V ORW Shoreline Public Trust Shoreline /� Other
(For official rise only) `1--,( pli+ Ge I d33T A d 6
GENERAL INFORMATION'
LAND OWNER
Name �J i%e—k I Q a-n i- POLO SC k t"C.-r
Address �2
City gn,vlGl State N Zip It Zo 1 Phone Li n) �!b — 61k r{
Email Del.rc <-0 �ar-eA'[ t C',,=
AUTHORIZED AGENT
Address 30 ;3 I}ofd-a RJS14 T�
8q-G1—Phone
City —�j�p LT_ State N (_ Zip 2- �I f o — $�-7.— � to toS
LOCATION OF PROJECT: (Address, street name and/or directions to site. If not oceanfront, what is the name of the
adjacentwaterbodyJC—ct.r.Fonn.i Dr.
h(C 62
DESCRIPTION OF PROJECT. �all proposed construction and land disturbance.) CdA39:6,. '{-- r 1 1
resiaencv
SIZE OF LOT/PARCEL: (52 square feet acres
PROPOSED USE: Residential "p (Single-family ® Multi -family ❑ ) Commercial/Industrial ❑ Other
COMPLETE EITHER (1) OR (2) BELOW (Contact your Local Permit Officer iifyou are not sure which AEC applies
to your property):
(1) OCEAN HAZARD AECs: TOTAL FLOOR AREA OF PROPOSED STRUCTURE: square feet (includes
air conditioned living space, parking elevated above ground level, non -conditioned space elevated above ground level but
excluding non -load -bearing attic space)
(2) COASTAL SHORELINE AECs: SIZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT
UPON SURFACES: square feet (includes the area of the roof/drip line of all buildings, driveways, covered decks,
concrete or masonry p tios, etc. that are within the applicable AEC. Attach your calculations with the project drawing..),,
STATE STORMWATER MANAGEMENT PERMIT: Is the project located in an area subject to a State Stormwiw
Management Permit issued by the NC Division of Water Quality?
MAR 2 2 2019
YES_ NO
If yes, list the total built upon area/impervious surface allowed for your lot or parcel: U square feet.
Lre . TON, NC
RECEIVED
MAR 2 2 2019

OTHER PERMITS MAY BE REQUIRED: The activity you are planning may require permits other than the CAMA
minor development permit, including, but not limited to: Drinking Water Well, Septic Tank (or other sanitary waste
treatment system), Building, Electrical, Plumbing, Heating and Air Conditioning, Insulation and Energy Conservation, FIA
Certification, Sand Dune, Sediment Control, Subdivision Approval, Mobile Home Park Approval, Highway Connection, and
others. Check with your Local Permit Officer for more information.
STATEMENT OF OWNERSHIP:
I, the undersigned, an applicant for a CAMA minor development permit, being either the owner of property in an AEC 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 significant interest in the real property described therein. This interest can be
described as: (check one) 51 Aiy
aln+w er:
att owner or record title, Title is vested in ;La t pa. A &+irti,pW see Deed Book
�in pag the la�r ua-)st t f etc- County Registry of Deeds.
U i,
_an owner by virtue of inheritance. Applicant is an heir to the estate of
probate was in
County.
-91
if other interest, such as written contract or lease, explain below or use a separate sheet & 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)
(2)
(3)
(4)
ACKNOWLEDGEMENTS:
(Address)
1, the undersigned, acknowledge that the land owner is aware that the proposed development is planned for an area which
may be susceptible to erosion and/or flooding. I acknowledge that the Local Permit Officer has explained to me the particu-
lar hazard problems associated with this lot. This explanation was accompanied by recommendations concerning stabiliza-
tion and floodproofing techniques.
I furthermore certify that 1 am authorized to grant, and do in fact grant, permission to Division of Coastal Management staff,
the Local Permit Officer and their agents to enter on the aforementioned lands in connection with evaluating information
related to this permit application.
This the (� day of M c`+c120 19
Landowner or person authorized to act as his/her agent for purpose of filing a CAMA permit application
This application includes: general information (this form), a site drawing as described on the back of this application, the
ownership statement, the Ocean Hazard AEC Notice where necessary, a check for $100.00 made payable to the locality, and
any information as may be provided orally by the applicant. The details of the application as described by these sources are
incorporated without reference in any permit which may be issued. Deviation from these details will constitute a violation of
any permit. Any person developing in an AEC without permit is subject to civil, criminal and administrative action.
MAR 2 2 2019 RECEIVED
t 12019
DCM WILMINGTON, Pit

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
She�4:10. 9'. sC�hr.'yzt--
Name of Property Owner Requesting Permit: _ PaAkA Q . SC 1 rC.r-
Mailing Address: Q si
�nsvktyn NY I12-oi
Phone Number: (ci (-7) g4t-6.-)44
Email Address; P. S C hrc y a� �b, Q„ C'Uyn
I certify that I have authorized VCC
Agent I Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: I1x-
��sivr��-A'ryL
at my property located at C«-(*-e-ria�
In F,rtanSwi c_ C--County.
t furthermore certify that I am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands In connection with evaluating information related to this
permit application.
Property Owner Information:
-�P-IR3I-
S! nature
°>3
Print or Type Name
r7w ^-A"-
Title
3 1 I 1 7-DI
Date
This certification is valid through 3 I I I ZOO RECEIVED
MAR 2 2 2019
DCM WILMINGTON, NC

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Dear Adjacent Property:
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This letter is to inform you that I, Pau
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Will
have applie or a UAMA Mir
Property Owner
Permit on my property at
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in
COUNTY Prop6rtyAddreis
Brunswick County. As required by CAMA regulations, I have enclosed a copy of my permit application and
project drawing(s) as notification of my proposed project. No action is required from you oryou may sign and
return the enclosed no objection form. 6you have any questions or comments about my proposed project,
please contact me at —LO, I o ) $0}7 —i liC6 , or by mail at the address listed below. If you wish to
Applicant's Telephone
file written comments orobjections with the Brunswick County CAMA Minor Permit Program, you may submit
them to:
Connie Marlowe
Brunswick County Planning Department
PO Box 249
Bolivia NC 28422
Sincerely,
Property Owner
ISMkZftrnCo
Mailing Address
N Its
City, State, Zip 6ode
RECEIVED
ma 2 2 2019
DCM WILMINGTON, NC
02
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03/06/2019

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ate
John L inAa Pcttr-yn.�
Adjacent Property Owner
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City, State, Zip Code
Dear Adjacent Property:
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This letter is to inform you that I, Patty ' cC41 ,e-r have applied
Property Owner
Peril on my property at 38214 Surf �r in
COUNTY
Property AddreTss—
Brunswick County. As required by CAMA regulations, I have enclosed a copy of my permit application and
project drawing(s) as notification of my proposed project. No action is required from you oryou may sign and
retum the enclosed no objection for Ifyou have any questions orcomments about my proposed project,
please contact me at II S 9L ? '�h(o�, or by mail at the address listed below. Ifyou wish to
Appicams Telephone
file written comments or objections with the Brunswick County CAMA Minor Permit Program, you may submit
them to:
Connie Marlowe
Brunswick County Planning Department
PO Box 249
Bolivia NC 28422
Sincerely,
PLS I;L- I i=6 VCr �c . (a >
Property Ovmer
t53 RLZmCen SF'.
Mailing Address
'Rrbck 14T ( 1 120 1
City, State, Zip Code
RECEIVED
MAR 2 2 2019
GCM WILMINGTON, NG

uiiiuui1ii N nisl.t.. 5
e,.n" M. Cl. Rwl.tsr er ease.
12-1a 21114 1a�1a a7. }1M2 e�ur.ilea C.rnty, Nc
NC Rt'ENtt /s ipP. 40.M I1101e1171
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NORTH CAROLINA
GENERAL WARRANTY DEED
Excise Tax'. s&40. 00 Recording Time, Boole and Page
Tax Map No. Parcel Identifier No. 2331AO64
Mal after recording to: Hewett Law Firm PLLC, 632 Village Rd., Suite 1, Shaaotte, NC 28470
Thin instrument Was prepared by: Mack Hewett, Hewett taw Firm, a licensed North Carol® attorney. Delinquent tarn, if
my, m be paid by the closing N ey to the Brunswick County Ta Collector upue disbursement of closing proceeds'
(PREPARED WITHOUT OPINION ON TITLE)
THIS DEED nude this _ day of December, 2014 by and behlea
GRANTOR
Stephen and Susan McGuffin Joint Revocable Deed of Trust Dated 11/12/08
2105 Harpers Mill Road
Williamsburg, VA 23185
(See e114chesl O"AAeeie *rTru@4)
Sheila B. Schreyer (married)
2 Miller Road
Darien, CT 06820
The designation Grantor and Grantee as used herein shall include bald parties, their heirs. insideasors, and assigns, and shall
include singular, plural, masculine, feminine or neuter" required by cantexL
VATNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which * hereby
acknoWledged, has and by these presents does grant bargain, sell and convey unto fie Grantee in fee simple, all Nat certain
lot or parcel of land and more particularly described as follows:
See Exhibit "A' attached hereto and incorporated herein by reference
All or a portion of the property herein above described was acquired by Granor by instrument recorded in Book 1565,
RECEIVED
MAR 2 2 Z019
DC^A WILMINGTON, NC

AA or i portion of the property herein above descnlhed was aNuired by Grantor by Instrument recorded in Book 1565.
Vega 399. Brunswick County Registry.
A map showing the above described property is recorded in Plat Book 24. Pages 37-39, and referenced within this insbunenL
The above described property does not include the primary residence of the Grantor.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and aA prMLW and appurtenances thereto belonging to the
Grantee in fee simple
Arid fro Grantor covenants, with the Grantee, that Grentur a seized of the premises in fee simple, has the right in convey the
same in fee simple, ftt lice is marketable and free and clear of ai encaribrences, and tllat Gran[orwillvnnanl and defend the
title against the lawful claims of all persons whomeoever except for the exceptions hereinafter stated.
Title to the properly herein2bove described is sub)W to the following exceptioms.
1) utility easements and rights of way of rccord 2) all governmental, cowing, and land use restrictions.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or If corporate, has caused this
Instrument to be signed In Its corporate name by is duty aut orhed offiar(s),1 9 ay and year first above
written.
I,LLa.-
—(SEAL)
(ENTITY NAME) a en E. McGuf ae of the Stephen and Susan
MCCAIM Joint RevTA
Deed of Tent Dated 111121H
By,__ (SEAL)
TNe. san S. Mc6 n, Tru.t.6 of the S ephen and Susan
McGufin Joint Revoable Deed of Trust Dated 11112IN
By, (SEAL)
TNe: �rlllillllllllliyfl IaYIIuesis, ,� '? of 5
a�°
STATE OF V'. x-fit.•; s• COUNTY OE:S—. ,e
I certify that" following person(e) personalty appeared before me this day, each acknoMedging tome that he a she signed
Bte foregoing document SYedlern E. McGuMn Trustee of the Stephen and Susan McGuffin Joint Revocable Deed of Trial
Dated 11 IMS. Witness my hand and official stanhporseat this theQ- dayof
ifN Commissdn Expires: 11 Z,p - /t_s...� S:. •• • �,, d�, •
Notary Public
lam'.. V• �^'e,�{{{..
Pant Notary Wrrne:
STATE OF` COUNTY OF-:1e"'PS C { ay '='!'r-%•%'
I certify ~ n(s) personally appeared before me Ihro /day. own acknowledging to me that M w shesit
the �e,,�i�` n McGuffin T Trust
1 "-'r"}>g✓ 6 d official stamp or seal, this the JZ day of bece.+• a r- , is I
Sol
MY
11,ya1016. SQU` Notary Pubic
', h4�AgMa;.• •• Print Notary Name. Kt J • M n 4S � t_
RECEIVED
MAR 2 2 2019
DCM WILMINGTON, NC

NIII I wick IIIBrtII N llll�
Exhibit "A"
BEING all of Lot 381, Section A, Phase Two (Lot'P2-A-381"), Marina Village of SeaScape at Holden Plantation,
as shown on a plat thereof dated January 15, 2001, and as revised February 23, 2001, prepared by Thomas W.
Morgan, R.L.S., a copy of the plat of which is duty recorded in Map Cabinet 24 at Pages 37, 38 and 39 in the
office of the Register of Deeds for Brunswick County, North Carolina, to which plat reference is hereby made
and which is Incorporated herein for greater certainty of description of said property.
RECEIVED
MAR 2 2 2019
DCM WILMINGTON, NC

aruiwleM
P-IN-4
of S
AitAwmeNr
CERTIFICATE OF TRUST
As used in this Certificate of Trust (this "Certificate"):
• The "Trost" refers to: Stephen and Susan McGuffrn Joint Revocable Deed of Trust Dated.l 1/12/08
• The settlor(s).of the Trust (the "Settlors," whether one or move) We= Stephen E. McGuffm and
Susan S. McGuffm
• The trustee(s) of the Trust (the "Trustees," whether one or more) is/are: Stephen E. McGuffin and
Susan S. McGuffin
The undersigned agree and certify as follows:
I., The Trust is in full force and effect and has not been revoked The Trust has not been amended to limit the
powers of the Trustees in relation to Trust property.
2. The undersigned Settlors.are all of the living settlors, trustors or grardors of the Trust
3. The Trustees identified above are presently serving as trustee or co -trustees of the Trust with full authority
to act on behalf of the Trust
4. The Settlors have the right and authority to amend the provisions of the Trust in whole or in part and to
revoke the Trust in whole or in part
5. In addition to the powers of the Trustees set forth in the Trust agreement, the Trustees are hereby authorized
and empowered:
a. To acquire, buy, purchase, retain, manage, control, improve, loan, sell and transfer Trust property in
such manner and for such purposes as the Trustees may deem advisable, and to have, enjoy and exercise
all powers and rights over and concerning the trust property and the proceeds thereof as fully and as
amply as though the Trustees were the absolute and unrestricted owners of the same, inchiding the
power to grant, bargain, sell, convey, exchange, Iease, assign, encumber, pledge or hypothecate any real
or personal property or any interest therein;
b. To borrow money from any person or entity (including } for such periods
of time and upon such terms and conditions as to rates, maturities, renewals and security as the Trustees
may deem advisable for any purpose the Trustees, in the Trustees' sole discretion, deem appropriate, and
to assign, mortgage, pledge, hypothecate or otherwise encumber all or any portion of the Trust property
to secure any such loan or loans;
c. At the direction of any one or more of the Settlors, to guarantee the repayment of any loans made to any
one or more of the Settlors or beneficiaries of the Trust or to any business entities in which any one or
more, of the Settlors or beneficiaries of the Trust may have an interest (notwithstanding the fact that any
such Settlor or beneficiary may also be a Trustee of the Trust), and to assign, mortgage, pledge,
hypothecate or otherwise encumber all or any portion of the Trust property to secure such guarantees;
and
d At the direction of any one or more of the Settlors, to assign, mortgage, pledge, hypothecate or
otherwise encumber all or any portion of the Trust property to secure the repayment of any obligations

-incurred or guaranteed either in whole or in part by any one or more of the Setdors or beneficiaries of
the Trust or any business entities in which any one or more of the Settlors or beneficiaries of the Trust
have an interest (notwithstanding the fact that any such Settlor or beneficiary may also be a Trustee of
the Trust).
6. The contents of this Certificate shall be deemed instructions and directions from the Settlors to the Trustees
and, to the extent necessary to effect the intent of this Certificate, a modification of the Trust agreement. No
person or entity delivering property or lending or paying money to the Trustees shall be required to see to its
application. This Certificate is signed, at least in' part, to induce third parties (including one or more
financial institutions and/or title insurance companies) to rely upon its contents. All persons and entities
may rely upon this Certificate and shall be held harmless for any loss or liability resulting from such
reliance. A copy of this Certificate shall be just as valid a/s�the on ' al.
Date: ° (SEAL)n
ph E. M or l ?S
Mm O
Date:/ -11— -zo, 4-2�1'� n CA' - fSEAL) .
su§an S. Mc SCM4V _
I/we acknowledge receipt of the foregoing and agree and consent to i ntents.
"'-r^ sEAL)
�ep n.E. Me eq
Date:/1 ^ / > 020 j `f -
Susan S. McGuffir, Trustee
STATE OF V , rot l •°`
COUNTY OF �n «� s C K
Mq
I certify that the following person(s) personally appeared before me this day, and (I have personal
knowledge of the identity of the principal(s)) (I have seen satisfactory evidence of the principal's identity, by
current state or federal identification with the principal's photograph in the form of a b r: ve t s Bce,.ip each
acknowledging to me that he/shelthey voluntarily signed the foregoing document for the purpose stated therein
and in the capacity indicated: Stephen E. McGuffin and Susin S. McGuflin..
Date: 1Z z '2o l
c�,i►; jte v • mac. s , Notary Public
.cr` ' (Printed Name)
G¢759 `L�
4• a My Commission Expires• ll 3 o Z m 1
rJOrM c:aroum XM MOpCrty rOMS ZOOK seam MUM t WJ)
�✓ North Carolina tsar Association Foundation Continuing regal Education

)Ok Iq- OY
Michael P. fiuley, Governor
APR 0 8 2046
2, 20G8
Mark Saunders, President
Coastal Communitles, Inc.
131 Ocean Blvd. West
Holden Beach, NC 28462
William O. Boa Jr.' Secrsary
North Carolina Department or E'nvirenrMnt and Natural Rmurca
Subject: State Stormwater Permit No. SW8 990913 Modification
Seascape at Holden Plantation
Overall Low Density Residential Subdivision with
Pockets of High Density
Brunswick County
Dear Mr. Saunders:
Cohen it Sullins Director
Di lam of water Quality
The Wilmington Regional Office received a complete Stormwater Management Permit Application for SeeScape
at Holden Plantation on January 16, 2008. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 990913 Modification, dated April 2, 2008, for the construction of the subject project.
This permit shall be effective from the date of Issuance until April 2, 2018, and shall be subject to the conditions
and limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements
In this permit. Failure to establish an adequate system for operation and maintenance of the stormwater
management system will result In future compliance problems.
Prior to the development of any future area or additional phase noted on the approved plans, a permit
modification must be submitted to and approved by the Division. The modification must demonstrate that the built -
upon area does not exceed the maximum amount permitted under this permit and that it meets the Intent of low
density development per the stormwater rules and available guidance.
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 sixty (60) days following receipt of this permit. This request
must be in the form of a written petition, conforming to Chapter 1508 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 have any questions, or need additional information concerning this matter, please contact Rhonda Hall, or
me at [phone].
Regional Supervisor
Surface Water Protection Section
RECEIVED
ENB/rbh: S:\WQS\STORMWATER\PERMfT\990913MOD.apr08 MAR 2 2 2019
cc: a( F 1pell.:i" rEt1B�"� r(ng; Inc. r
Brunswick County nspections DCM WILMINGTON, NC
Jeff Phillips, Brunswick County Engineering
Rhonda Hall
Wilmington Regional Office
Central Files
atCurw;0
�y
North Carolina Division or Water Qualiry 127 Cardinal Drive Exton sim Wilmington, NC 28405 Phone [phone] Cuato Service
Wilmington Regional Office Internet: waw.ncwateroualiry Fax [phone]-623b748
An Etlual Oppmg WANrmarrvo Actlon Ear- 50%Rxyd"10%Pwt Consumer Paper

State Stormwater Management Systems
Permit No. SW8 990913 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
OVERALL LOW DENSITY SUBDIVISION DEVELOPMENT
WITH POCKETS OF HIGH DENSITY
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
Mark Sounders and Coastal Communities, Inc.
SeaScape at Holden Plantation
Stone Chimney Road (SR 1119), Holden Beach, Brunswick County
FOR THE
construction, operation and maintenance of a 25% low density subdivision with a curb
outlet Swale system, three infiltration trenches, an one infiltration basin In compliance
wkh the provisions of Title 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules) and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until April 2. 2018 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. The overall tract built -upon area percentage for the project must be maintained at
25% per the requirements of Section .1005 of the stormwater rules. This project
is permitted for a maximum of 5,343,849 square feet of BUA.
3. Prior to the development of any future area or additional phase noted on the
approved plans, a permit modification must be submitted to and approved by the
Division. The modification must demonstrate that the built -upon area does not
exceed the maximum amount permitted under this permit and that it meets the !
intent of low density development per the stormwater rules and available
guidance.
2019
4. The stormwater systems proposed to treat the runoff generated by the
designated high density areas have been approved for the management of ;3TON, HC
stormwater runoff as described in Section 1.10 on page 3 and Section 1.11 on
page 4 of this permit.
Pace 2 of 10

State Stormwater Management Systems
Permit No SW8 990913 Modfflcation
5. The subdivision is Permitted for 550 lots, each limited to that maximum amount of
built -upon area as indicated In Section 11.24 (f) of this permit.
6. The low density portions of this project will maintain a minimum 30 foot wide
vegetated buffer between all impervious areas and surface waters.
7. Within the low density portions of the permitted project, a curb outlet system is
proposed. Each designated curb outlet swale or 100' vegetated area shown on
the approved plan must be maintained at a minimum of 100' long, maintain 5:1
(H:V) side slopes or flatter, have a longitudinal slope no steeper than 5%, carry
the flow from a 10 year storm In a non -erosive manner, maintain a dense
vegetated cover, and be located in either a dedicated common area or a
recorded drainage easement.
8. No piping shall be allowed except those minimum amounts necessary to direct
runoff beneath an impervious surface such as a road or under driveways to
provide access to lots.
9. Runoff conveyances other than the curb outlet system swales, such as perimeter
ditches, must be vegetated with side slopes no steeper than 3:1 (H:V).
10. The following design elements have been permitted for the three Infiltration
trenches associated with this stormwater facility, and must be provided in the
system at all times.
Trench A Trench B Trench C
a.
Drainage Area, acres:
0.38
0.97
0.72
Onsite, ft2:
16,553
42,253
31,300
Offsite, ft2:
None
None
None
b.
Total Impervious Surfaces, ft2:
10,890
29,621
20,725
C.
Design Storm, Inches:
1.5
1.5
3
d.
Trench Dimensions, L x W x H, ft:
165x6x3
416x6x3
96x24.5x4
a.
Perforated Pipe Diameter/Length:
2'1165'
27415'
2.5'1480'
f.
Bottom Elevation, FMSL:
11
8
13
g.
Bypass Weir Elevation, FMSL:
14
11
17
h.
Permitted Storage Volume, ft3:
1.499
3,770
5,177
i.
Type of Soil:
Wando Sand
Wando Sand
Wando Sand
j.
Expected Infiltration Rate, in/hr
5
9
11
k.
Seasonal High Water Table, FMSL:
8.25
6
9.73
I.
Time to Draw Down, hours:
3.22
1.93
2.34
m.
Receiving Stream/River Basin.
Intracoastal Waterway
n.
Stream Index Number:
15-25
o.
Classification of Water Body:
SA; HQW
RECEIVED
MAR 2 2 ?9'q
JDCM WIL(OiNGTCv, NC
Page 3 of 10

State Stonnwater Management Systems
Permit No. SW,$ 990913 Modification
11. The following design elements have been permitted for the infiltration basin
associated with this stormwater facility, and must be provided in the system at all
times.
a. Drainage Aria, acres:
Onsite, ft :
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
c. Basin Depth, feet:
d. Design Storm:
e. Bottom Elevation, FMSL:
f Permitted Surface Area @Bo m, ft2:
gg Permitted Storage Volume, ft
h. Storage/Bypass Elevation, FMSL:
i Type of Soil:
J Expected Infiltration Rate, In/hr:
k. Time to Draw Down, hours:
I. Receiving Stream / River Basin:
m. Stream Index Number.
n. Classification of Water Body:
1.59
69,159
None
46,629
3
3"
13.0
2,550
14,121
16.0
Waqndo Sands
92
Intracoastal Waterway / Lumber
15-25
"SA; HQW"
12. Level spreaders shall be provided at the ends of all swales that discharges into
regulated wetlands and surface waters such that a sheet flow condition is
created. Additional passive measures may be required for projects within % mile
of SA waters.
11. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed bunt -upon area for
the entire lot does not exceed the maximum allowed by this permit. Once the lot
transfer is complete, the built -upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built -upon
area limit is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area. Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit.
4. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
5. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
6. Deed restrictions are Incorporated into this Permit by reference andPn6t be -D
recorded with the Office of the Register of Deeds prior to the sale of any lot.
119
DCM W41-64Vt 70K, LnC
Page 4 of 10

State Stormwater Management Systems
Permit No SW8 990913 Modification
7. The stormwater management system shall be constructed in its entirety,
veeggetated and operational for its Intended use prior to the construction of any
bu eupon surface.
8. The runoff from all built -upon area within the drainage area of the pocket of high
density permitted stormwater system must be directed into the permitted
stormwater control system.
9. The infiltration trenches 1 and 2 associated with the permitted stormwater system
must be operated with a 50' vegetated filter strip.
10. Within the low density portions of the permitted project, all roof drains shall
terminate at least 30 feet from the mean high water mark of surface waters.
11. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
12. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
13. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The Project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
14. The Director may determine that other revisions to the project should require a
modification to the permit.
15. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
must be recorded showing all such required easements, in accordance with the
approved plans.
16. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
17. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the LIVLIU
approved plans and specifications must be noted on the Certification.
MAR 2 2 70'9
Page 5 of 10 DCM'WILfAIhQTON.. NC

State Stormwater Management Systems
Permit No. SW8 990913 Modification
18. if the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
19. Unless otherwise shown, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
20. 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.
21. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and re -vegetation of side slopes.
d. immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
22. Records of maintenance activities must be kept by the permittee. The records will
indicate the date, activity, name of person performing the work and what actions
were taken.
23. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
24. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 990913, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
Page 6 of 10

State Stormwater Management Systems
Permit No. SW8 990913 Modification
The maximum built -upon area per lot is outlined in Atachment "A" and
must be maintained for all lots to keep the overall low density classification
for this development. This allotted amount includes any built -upon area
constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
g. Filling in, piping or altering any designated 5:1 curb outlet swale or
vegetated area associated with the development Is prohibited by any
persons.
h. Filling in, piping or altering any 3:1 vegetated conveyances (ditches,
swales, etc.) associated with the development except for average
driveway crossings, is prohibited by any persons.
i. A 30' vegetated buffer must be maintained between all built -upon area and
the Mean High Water line of surface waters.
j. All roof drains shall terminate at least 30' from the Mean High Water mark.
k. Each designated curb outlet swale or 100' vegetated area shown on the
approved plan must be maintained at a minimum of 100' long, maintain
5:1 (H:V) side slopes or flatter, have a longitudinal slope no steeper than
5%, carry the flow from a 10 year storm in a non -erosive manner, maintain
a dense vegetated cover, and be located in either a dedicated common
area or a recorded drainage easement.
I. For those lots within CAMA's Area of Environmental Concern, where DCM
calculates a different maximum lot built -upon area, the governing lot BUA
shall be the most restrictive of the two amounts.
M. Built -upon area in excess of the permitted amount will require a permit
modification.
25, A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
Ill. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a completed
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality, signed by the parties involved, along with the applicable documents as
listed on page 2 of the form. The project must be in good standing with DWQ.
The approval of this request will be considered on its merits and may or may not
be approved.
The permittee is responsible for compliance with all of the terms and conditions VED
of this permit until such time as the Director approves the transfer request.
;vwtt e G'1011
Paoe 7 of 10 DCM WILMINGTON, NC

State Stormwater Management Systems
Permit No. SW8 990913 Modification
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, In
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4, 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.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
Including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
T Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
10. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
Permit issued this the 2n1 day of April, 2008.
NORTH C LINA ENVIRONMENTAL MANAGEMENT COMMISSION
for o een u ims, ire or
Division of Water Quality
By Authority of the Environmental Management Commission
RECEIVED
MAP. 2 2 ?01
DCM VVILVAINC:T`.)ti
Page a of 10

State Stormwater Management Systems
Permit No. SW8 290913 Modification
SeaScape at Holden Plantation Page 1 of 2
Stormwater Permit No. SW8 990913 Modification
Brunswick County
Designer's Certification
i, , as a duly registered in
the State of North Carolina, having been authorized to observe (pedodically/weeklyffull
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used In the observation of the project
construction such that the construction was observed to be built within substantial
compliance and Intent of the approved plans and specifications.
The checklist of Items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
RECEIVED
MAR 2 2 ?PM
Page 9 of 10
J)CM WILMINGTON, NC

State Stormwater Management Systems
Permit No. SW8 990913 Modification
Certification Requirements:
Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outletibypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circulting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
.15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
RECEIVED
MAR 2 2 2019
DCM WILMINGTON, NC
Page 10 of 10

PERMIT hld. Sw6 99o913 rI6bfR6A'(lof-j
AIT? cr M Et -A T "A"
,rot 1 63511 seek 1438amyes Is
4. Dwelling Sir- No dwelling shall be erected or allowed to remain on a
Homeshe if the total floor area of the heated space within the roof line of the win structure,
excluding any basement, garage and onoswry porches, is less than the following specified
minimum for such Homesite:
Homesites 318-386 1,800 square text
5. Binding Location and Setbacks; Building Envelope and Bulid-To Une. The
Architectural Control Committee shall have the authority to determine the specific location of
any dwelling or other sncture on any Hounpim; provided that no dwelling shall be erected or
allowed to remain on any Homesite ream to any property line than the minimum setback lines
shown or described on the Plat. Each Homcsite stall have a building envelope, as indicated by
dashed litres on the Plat. The approximate location and dimensions of the building envelope
can be approximated using the scale on the Plat. The Architectural Control Committee that]
determine the exact location and dimensions of each building envelope. The dwelling on eacb
lot mutt be built within the building envelope as determined by the Architectural Control
Committee. If a lot bas a built) -to line, as set forth in a table on the Plat, the first architectural
element on the build -to side of the dwelling (such as a facade, porch or deck) matt abut the
build -to line. The Arebitecaial Control Committee, in its discretion, shall have authority to
modify or waive the building envelopes and build -to lines.
6. Imperviau Surface Coverage. Each Homesite is limited to a maximum of
5.000 square feet of built upon area. This allotted amount includes say built upon arc,
constructed within the Homoshe boundaries, and than portion of the street right of way between
the lot line and the edge of the pavement (back of the curb). The portion of the driveway
located within the right of way is included in this allotted smount, but " sidewalk constructed
by Declarant is mot included (sidewalks and streets have been allotted separately). Built upon
area includes, but is not limited to, muctures, asphalt, concrete, gravel, Mck, stone, slate,
and coquina, but does not include raised, open wood decking, or the water surface of
swimming pools. Filling in, piping or altering any vegetated conveyances (ditches, swales,
etc.) is prohibited, except for average driveway crossings. A thirty (30) foot vegetated buffer
must be maintained between all built upon area and the mean high water line of surface waters.
The restrictions in this paragraph are required by the stormwater permit issued by the State of
North Carolina, Department of Huvironment and Natural Resources, Division of Water
Qu aliry.
7. No Outbuildings; Pools; No Temporary Suvcturea.
(a) No detached garage, shed, workshop, pool house or other Outbuilding shall be
erected, placed or allowed to remain on any Homesim. No pool shall be consnuctcd, pieced
or allowed to remain on any Hornesim without the prior written approval of the Architectural
Control Commutes.
arm-6-Doc - 4 -
RECEIVED
MAR 2 2 "I"'
DCM WILMIf.:i fUN, faC

�_ff /9- 0 Q�-
Brunswick County Health Services Application III: 2001OSS677
Environmental Health Section Tax Parcel #: 2331AO64
Sewage Treatment and Disposal System System Type-tVA-LPP
AUTHORIZATION TO CONSTRUCT
FOR
WASTEWATER COLLECTION, TREATMENT, AND DISPOSAL SYSTEM
In accordance with the provisions of Article 11 of Chapter 130A, General Statutes of North Carolina as amended,
AND other applicable Laws and Rules
PERMISSION IS HEREBY GRANTED TO
Owner/Applicant: Paul and Sheila Schreyer
Address: 153 Remsen Street, Apartment #PHA
Brooklyn NY, 11201
to construct, install a sewage treatment and disposal system as described below
To Serve Residential X_ # Bedrooms _3 Commercial _ #Employees _ Max. Occupany
Comments, Description, Low pressure Pipe system with 3 27 lines and 3, 33' lines
ADDRESSILOCATION 3824 Courtenav Dnve, SuopN NC, 284fi2
The system components consists of Type system. IVA-LPP
Design Flow_ 360 gpd
Description Low Pressure Pipe System
I COLLECTION SYSTEM: CONVENTIONAL PLUMBING
(MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL PLUMBING CODES)
11. TANKAGE: A. GREASE TRAP NA GALLONS CAPACITY
B. SEPTIC TANK(S) _900_GALLONS CAPACITY
C. PUMP TANK _1000_GALLONS CAPACITY
D. OTHER:
ALL TANKS, FORCE MAINS, PRESSURE LINES TO BE LEAK TESTED AND CERTIFIED BY APPROPREIATE
PARTIES.
ACCESS RISERS REQUIRED ON ALL INSPECTIONS & SERVICE HATCHES ON TANKS -RISERS TO EXTEND 4-6"
ABOVE FINISHED GRADE
III, PUMP CHAMBER/DOSING TANK:
A. DOSING PUMP(S): SIZE, MAKE, MODEL #. Zoeller E 53 3/10 or approved equivalent
NUMBER OF PUMPS REQUIRED 1
B. DISCHARGE PIPING: SIZE: 2 INCH MATERIAL _ SCH 40 PVC GATE VALVES: YES, INTERNAL
CHECK VALVE: YES UNION/DISCONNECT: YES(PVC) LIFT CHAIN OR ROPE: YES, NON -CORROSIVE
ANTISIPON HOLE: YES (1/41N.) H-CONNECTION:
C. DOSE VOLUME _94.5 gallons_ DRAW DOWN DEPTH. _4.5_INCHES
IV. DOSING MAIN: SIZE: 2 INCH MATERIAL: SCH 40 PVC VALVING.
"H" CONNECTION:_ AIR RELEASE VALVE. 1 CLEANOUTS:
V CONTROL PANEL:: TYPE Pump controls shall be simplex, single pnase. 230 volt, with H-O-A operation.
The controls shall have capacity to operate a 0 33 hp pump. The controls shall be in a NEMA 4X dead front enclosure
TO INCLUDE NEMA 4X ENCLOSURE, MANUAL DISCONNECTS/BREAKERS FOR PUMP AND
ALARM(SEPARATE CIRCUITS FOR PUMP AND ALARM), H-O-A SWITCH, ALARM (AUDIBLE AND VISIBLE)
SIMPLEX X DUPLEX_ WITH ALTERNATOR AND ELASPED TIME COUNTERS / EVENT COUNTERS
FLOATS: OFF16' ON 20.5' ALARM 26'
(MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ELECTRICAL CODES)
Vl DISPOSAL FIELD: LTAR 0 4 TRENCH DEPTH
Trst pti� of lstaral closest b home �7' bME1M b�rrchmpgl
TroNdd bottom of 31d t94xal from top stK> M be 440 4000 bonclWMA
Trsgch bottom at wwaf closest b CaaMn�fadrs S' bttf9�r
Bft* nnuk is top of SE comer of cxson Ebr;loM bolt pEMN I V E D
A. CONVENTIONAL SIZE: 900 (SQ FT)
B. #FIELDS 1 #LINES'.
LENGTH OF LINES: 27' (3 lines), 33' (3lines) TRENCH WIDTH. 24' MAR 2 2 2019
I
DCM WILMINGTON, NC

DISTRIBUTION BOX/FLOW DIVIDER: PRESSURE HEAD:
PRESSURE MANIFOLD: 30" SIZE: 3" SCH 80 PVC
TAP SIZE: 1.25• SCH 40 PVC
CLEANOUTS 2 SCH 40 ORUC _ (Glued Fitting)
VI I. APPURTENANCES TO SYSTEMS.
A. SUBSURFACE DRAINAGE: TYPE: NA DEPTH:
INSTALLER:
B. AREA FILLFILL 00"k W cm
_..z.,�.-
Firwl earl oirK end d it rry�M N�rx1IF� �' �IIMhr BiIM�
SIZE OF BASAL AREA:
C. LANDSCAPE EACH SITE AS NEEDED, ALL SITES SHALL BE LANDSCAPED SUFFICIENT TO PROVIDE
SURFACE RUNOFF AND TO PREVENT PONDING OF RAIN OR OTHER SURFACE WATERS.
D COMMENTS, SITE MODIFICATIONS. ETC ,
The Owner shall be subject to the following conditions, limitations, and construction requirements for the installation of this
system
1 This authorization is effective only with respect to the specific design flow and facilities, and the nature and volume of
waste described in the Permit Application, and other supporting data.
2. This permit is not transferable and must be reapplied for at such time as ownership, or management changes
3. The designated repair area is to have no parking, driveways or other impervious material located on it. This
area is to be protected, reserved and maintenance in a natural state.
4. All subsequent owners of this property and sewage system, shall execute a contract between the owner and an
approved management entity before the operations permit is issued Management of the sewer system to be
provided at all times
5. All contracts between owners, management entity (Public or Private), or Health Dept shall be reviewed and approved
before being accepted.
6 The issuance of this permit does not preclude the permittee from complying with any and all statutes, regulations, or
ordinances which may be imposed by other government agencies which have jurisdiction, or any other permits issued
by this department.
7. This authorization shall be valid for 60 months from the date of issue. The authorization shall become invalid if the
information submitted in the application was falsified or changed, if the permit was based on inaccurate or incomplete
information, or if the designated site is aRered, or expiration of this authorization, a new application shall be submitted
to the BCHD with updated information, as may be applicable or requested
8. ALL APPLICABLE SETBACKS SHALL BE MAINTAINED, NO IRRAGATION SYSTEMS, STORM WATER PONDS
BASINS, SURFACE/SUBSURFACE DRAINAGE SHALL BE LOCATED IN THE AREA OF THE WASTEWATER
SYSTEM OR ITS REQUIRED SETBACKS.
INSTALLATION REQUIREMENTS
1. The installer shall be currently registered with this department.
2 The contractor shall be responsible for notification of the engineer and the BCHD for system inspection in stages as
required and prior to backfilling any portion of the system No portion of the system shall be backfllled or placed into
use without prior approval of the BCHD
3 The system shall be installed in accordance with the approved set of plans and specifications. Any deviation in site
modifications, plans, specification, layout, materials or other system component shall be approved by the design
engineer and the Brunswick County Health Department prior to installation of the system. Failure to do so may result
in delay or refusal of final approval of the system, and may render the Permit null and void
4 The system shall be installed in a timely manner and staged so as to avoid unnecessary exposure to weather.
5 The location and identification of all property lines. easements, water lines, and other appropriate utilities shall be the
responsibility of the installer.
OPERATION PERMIT REQUIREMENTS MAR 2 2
DCM WILM114G I �-,a.

1. An Operation Permit shall be issued by the BCHD prior to placing the system into use, or making any connections to
the system.
2. Prior to issuance of the Operation Permit
- the system shall be completed, installed, and tested in accordance with the approved design, induding proper
abandonment of tanks existing wells, and other components,
- final landscaping, water diversion devices, and vegetative cover requirements and pressure adjustment shall be
completed,
- the engineer or applicable responsible parties shall submit as -built plans to the BCHD, the plans shall reflect any
changes or alterations from the as -approved plans.
3 For systems that have been engineered, the design engineer shall certify in writing to the Brunswick County Health
Department, that he has inspected the installation and that it has been installed according to the approved plans and
specifications.
- Any necessary easements, plats, or documents shall be recorded with the Register of Deeds and copies
submitted to the BCHD,
- The owner and a Public Management Entity/Subsurface System Certified Operator shall execute a contract whicn
addresses all of the requirements for maintenance, monitoring, and reporting in Section .1961 and the
requirements of the Schedule of Operation and Maintenance to be a part of the Operation Permit for the facility
Provisions of said contract shall be in effect for as long as the system is in use.
NOTICE OF E) RATION-THISMAHOR¢ATION EXF'N6 5YEARS (W MONTIiSI FROM DATE OF ISSIE F EXPIRATION
OCCURS, THE CLIENT SHALLCOMPLYMMALLCWWGESNAPPLICABLE REGUATIONIS,LANSyTECI-N IC &AWECTS,
ETC, THAT MAYBE EFFECTIVE ATTHAT TTIIE (THS MAY RE(3UREADDriIONAL PREIWATION, MORE COMPLEX
VASTEVATER SYSTEMS. OPERATION AND MANMU44CEREgtIZHyBliS,PRE-TREATMENT, ETC THIS COULD RESULT N
LESS AREA FOR THE HOME, KRIKINQ LOWER w4TERt1SAGEAND FURTHER DEVELOPMENTLMTATK*&
BRUNSWICK COUNTY HEALTH DEPARTMENT ALTERNATIVE SYSTEM IMPROVEMENTS
PERM ITIOPERATION PERMIT BCHD #: 2001056677
Plan review by: Jason Gore DATE: 3/20/19
Site evaluation by: James Davis_ _DATE: _5114101
Site modifications, completed and inspected by:
Permit Issue Date: 3/20/19
Permit Expiration Date: Valid without Expiration
BRUNSWICK COUNTY HEALTH SERVICES
ENVIRONMENTAL HEA.IrTH DIVISION
Jason Gore, RE
RECEIVED
MAR 2 2 2019
DCM WILMINGTON, NC

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MAR 2 2

e
Milliken Pump Company >; ` � ` RFC
P O. Box 2267 MQ,Q J910 Shallotte, NC 29459
Division Of Milliken Investments Inc
Type System Effluent pump to pressure manifold with low pressure drain field (LPP) IV A
Two Different Length Laterals 27 ft and 33 ft ( NOT ON CONTOUR) See Installer notes
Project Paul and Sheila Schreyer
Location 3824 Courtenay Drive SW, Seascape, Supply NC BCTP* 2331AO64
BCHDS 2001-0566797
Contractor Joel Klass dba B and J Construction
MPC 0 JK00356 Sewer Plan Date MPC 18 March 2019
Specified project values
Design flow
Site LTAR
Septic tank capacity
Pump tank capacity
Trench length
Trench width H app.
i of Trenches
Finished Cap dimensions
System Anse Stet
Laluil Orsce we
T0e1 Nunsia o1 oi/ices
Oates DM *Wral
Project Calculations
360 gal per day
0.4 spa i sq it
900 gallons
1000 gallons
3@27 l 3 # 33 feet
18 inches
6
NA
900 Squats Feat
3115 inches
See Lateral Plan
See Lateral Plan
See Lateral Plan
Force main length 21n
Force main schedule 2 In
Discharge pipe length 21n
Discharge pipe schedule
Manifold length
Manifold size
Mari pipe schedule
Lateral Size
Lateral Length ( working )
Ewrwn dal, pump w s,s co
Lateral Schedule
An"phon Hole
48 rt
Sch 40
10 rt
Sch 40
2.5 R
4 inches
Sch 80
11/4 nchs
31113 B 33 leer
6.79167 Feet (5- 9112')
2 R at Highml L,Mral
Sch 40
3116 inch
Flow per orfice 27 Foot Laterals 3116 Inch Total for 27 X 3 X 6 10 551 0 59 gpm Set @ 2 Ith
Flow per orifice 33 Foot Laterals 3116 Inch Total for 3Y X 3 X 7 15 076 0 72 gpm Set C 2 Ith
Flow for Anti -Syphon Hole 3116 @ 5.79167 + 2 2.06 gpm
Flow for system Flow for complete field Total system Row. And Siphon 27.68 gpm
System friction head equals Discharge pipe, Force main, Fittings, Elevation head
Fh (friction loss for PVC pipe) = (,00113 X L (length) X 0 (flow) to the 1.85 power divided by the D(dkyne r) to the 4.87 power
Discharge piping (sch 40, 2 )
Force main piping (sch 40. 2")
Fittings. 10% of piping totals
Safety factor 10% of piping and fittings
Elevation head
System fnction head
Total Dynamic Head equals system friction head plus desired pressure head
0.13 Fh in R
0.64FhinIt
0.08 Fh m it
0.08 Fh in ft
5.79167 Fh In ft
6.72 Fh in ft
LEIVED
MAR 2 2 2019
DCM WILMINGTON, NC

page 2
Project calculations confined JK00356
Scour Velocity for the Force main , 2 ft per second or more recommended
Ve (Velocity in fVsecequals 0 (flow in gpm) divided by 2.45 x D (diameter in inches squared)
Ve
L 2-_6 sec
Doarlg voiulls equals s to 10 t'nnee of the vol m of the laterals in gallons.
Lateral volume equals the I (diameter divided by 2) divided by 121 (squared) x 3 1416 times the length times 7 48
V=(d/2/12)A2x31416xLx7.48 in gallons
Discharge pipe
V =
NA gallons
Force main
V =
NA gallons
27 ft =6.3gal 33 ft=7.68gal Based on 1 114 inch Schedule 40 PVC Pipe V =
13.98 gallons
Total for Laterals lateral voi x # of laterals V =
13.98 gallons
Dose volume Taal for laterals x (5 to 10) . discharge pope arW Force roam V =
E;
allons
7.88 for INS job "01-054676
Doses per day System desgn flow divided by the dose volume
3.81
Doses
Draw down per dose (Difference between on and off setting)
Dose volume divided by 21 gallons per inch for 1000 gallon pump tank.
V 121 = equals
4.
inches
Effluent pump required for th s ect. Flow for system Q Total dynamic head
27. GPM @
8.72 Fh
Pump selected Zoeller E 53 3l10 HP voltage 230 v Height of pump
plus 4- cap Mods
10 1116 . 4 - 14 1116 Top of Pump
Run time per dose Dose volume divided by the Flow for system equals minuets
3.41 minuets
Control Panel Selected Alderon APS 20-" Simplex 3 Float Panel ET Meter & Pumps Start Counter
Oft Effluent Float Level ( lowest )
On Effluent Float Level ( mlddte )
Alarm Float Effluent Level highest
(Disabler) 1B in
(Enabler) 20'fr In
(Alarm) 28 in
RECEIVED
MAR 2 2 20"u
DCM WILMINGTO,i`�. C

page 3
Project JK00356
Project notes or special requirements.
Instaav Nobs r Control Panel Requires Two Separate Circuits, One 230 Volt 20 Amp Pump
Circuit and One 115 Volt 20 Amp Circuit for Alarm and Control.
•-� •.r •4 r. .•.r
InswlMr No(" 3 Laterals For This Job Are NOT on Contour With the Slope of The Land
The Laterals Trench Bottoms are All Same Depth as Below The BM, The Total
Depth From The Natural Surface WIII Decrease from the House Moving Toward
The Road, The Tench Bottom Next to The House Will Be 24 Inches Below the Surface
and the Trench Bottom at the lateral Next to the Road WIII Be 18 Inches Below The
Surface.
Inswxer Nona 4 The Orifice Spacing and First and Last Orifice Offset is DIFFERENT for
the 27 Foot Laterals and the 33 Foot Laterals
Inswrhr Notes s The Head Pressure Is Set on The Lateral, The Greatest Distance From the Pump
Tank
instmw Notes 6 The Offset on the 27 ft laterals Is 24 A Inches. The Offset on the 33 ft Laterals Is 24 Inches.
Repair area 12 Ft X 37.5 Ft Bio-Peat Wrth 5 Ft Buffer 1 Oft off LH PL, 79 Ft 3 In From BM
LTAR Recap 900 sgft X .40 = 360 gpd (350) OK wamjr
Barriers None
End user instruction I packet Included
Maintenance Clean or replace septic tank filter once a year.
Must have licensed Sub -soil operator under contract for Final County vroval.
Other notes Sheds, utilrty buildings, driveways, vehicle parking, pools, spas
patios, decks, are not permitted in system area or repair area.
Wiliam A. Milliken Jr.
Milliken Pump Company
9107546002 Phone [phone] Phax 9104432178 Cell
RECEIVED
FEAR 2 2 2019
DCM WILMINGTOWNC

1- Arrange and Conduct an on -site Pre -construction conference if the approved system is unusual, or complicated,
Or if there are unusual issues with neighbors, right of ways, Public water systems or other state or county
agencies- The owners, the Environmental Heath Section RS or SS. general or building contractor, designer,
any other connected Party, should attend.
2- Build fill Pad if required. Call for fill pad inspection if required.
3- Install septic tank, pump tank, manifold, drain field, and force main. The county EHS will sometimes inspect
the completed but uncovered drain field before the tanks and pumps are complete, H weather issues may effect
the fill pad earthworks.
4- Venty PretngpeChon check list and make sure the septic and pump tank casting N and dates are readable.
S Call for system inspection, meet inspector on -site to answer questions and explain any deviations in
installation from the original plan. Operate the pumps and control panel and Perform a pump draw -down as requested.
6- Cover uP(08ddY system when approval is received. Rake, over seed and straw fill pad if not completed in
an earlier step.
7- Mange a meeting with the owner or end user to explain how the system works, how they need to maintain
the system. the things not to do, drive over drain fields, pour cooking Oils down the drain etc.
Show them what to do in case the alarm sounds, and who to call, give them a Copy of the approved design plan.
for their records. ForLPP systems a Brunswick County approved Sub -soil operator must be under a signed
twelve Month maintenance contract to receive final approval of the complete system_
Pre -inspection c k list
1. Pump tank has at least 2 inches of water above the specified alarm level, this will be enough water for the draw -down, lest.
2. Electrical Power is available from temporary Power pole or generator, 115 voles for the Control and 23o volts
for the pump. Some generators may require an extension cord with twist lock plugs
3. All pressure pipe connections are primed and glued, riser vent with insect screen is present and secure.
4. Control Boats or pressure bell is set to system specifications, mandold tum-up is marked for specified (read
Pressure setting or monometer is attached to the manifold clean-cut or lateral clean -out for LPP systems
5. Risers and non-grommeted tank connections and penetrations are sealed with mortar mix.
6. Conduit from user to control panel is sealed at both ends with non -hardening putty or sealer.
7. It junction box is used, it is mounted above grade, Junction boxes are ramr-tylht, not water proof.
8. Control panel is mounted securely to the building or post, control panel must be within 50 feet of and within
sight of riser to meet electrical code requirements for the pump disconnect means. Factory specsheet and instructions
are present with parcel, mark the model of the pump used and the float or level settings on the spec. sheet
RECEIVED
MAR 22 ?W'l
r, . f,,'LMlNvx

page 5 JK00356
Lateral Lay outs ( 2 Lengths X 3 Each 2001-ONS76
Working leege, of Iab"l, Mside FOW4" ii* v for this job
Total length of lateral from man Hold to lateral dean -out
Paul and Sheila Schreyer
Starring from the manifold end 27 ft Laterals X 3 3/16" Oriflee
16 ) X 3 Each
Lateral should enter the 4 inch sewer pipe sleeve at
12 inches
The first orifice( 1900FIC down 04: ) should be at
365 inches
The second orifice ( pointing up ) should be at
91.5 inches
The third orifice ( pointing up ) should be at
146.5 inches
The forth orifice ( pointing up ) should be at
201.5 inches
The fifth orifice ( pointing up ) should be at
256.5 inches
The sixth orifice f oodrrNrta down ® 4001 should be at
311.5 inches
The Lateral should exit the 4 inch sewer pipe sleeve at
336 inches
Lateral should end / turn up for the clean -out at
342 inches
27 feet or 324 inches
28.5 feet or 342 inches
65 inches Spacing
OR r a LM Ora><• on..t
11-0" 24 '/, Inches
T-0 1/2"
T-7 1 / 2"
12'-2 1 / 7'
16'-9 1/ 2"
21'4 1 / 2"
25-11 1/ 2"
28'-0"
28'-0"
27 FOOt Laterals, 3116" Orifice, 24 Y, Inches Offset, 65 Inch t3pacing, 6 Oriflcss
Working length of taterai, inside rockl4" sloe w for arts lob 33 feet or 396 inches
Total length of lateral from manifold to lateral dean -out 34.5 feet or 414 inches
Starting from the mmrlftd and, 33 ft Laterals X 3 3/16" Qyfw
a 17 )
OR
Lateral should enter the 4 inch sewer pipe sleeve at
12 Inches
1'-0"
The first orifice ( QQftWng down d014,00 ) should be at
36 inches
X-0"
The second orifice ( pointing up ) should be at
94 inches
T-10"
The third onfice ( panting up) should be at
152 inches
12'-8"
The forth orifice ( Pointing up) should be at
210 inches
17'4"
The fifth orifice ( pointing up ) should be at
268 inches
22'-4"
The sixth orifice ( pointing up ) should be at
326 Inches
27'-2"
The seventh orifice _( nti should be at
384 inches
32'-0"
The Lateral should exit the 4 inch server pipe sleeve at
408 inches
34'-0"
Lateral should end / turn up for the clean -out at
414 inches
34'-6"
68 inches Spacing
" a Last Ori iq onset
24 Inches
33 Foot Laterals, 3N8" OfMm. 241nt:Nes Offset. 6/ roil 8paoitq, 7 OrHIM
RECEIVED
MAR 2 2 2019
DCM WILMINGTON, NC

Page 6
Elevation Points and Values For Paul and Sheila Schreyer 2001-056676
Point Description MRIsured Valve
Above BM
BM
Bench Mark/Reference Point
LR Comer Iron Next to BEMC Tap Box
And BCPU Water Meter
5 ft 4 in
Oft 0 in
A
Original grade. Pump Tank Location
4R 4'hin
OR 11 Xin
8
Top of Original. Septic Tank
4 R 3 in
11 tin
C
D
Original grade, LF corder System Area
1 From Manifold Location)
Original grade, LR comer System Area
4 R 1 h in
4 ft 8 h in
1%2/n
OR 7hm
E
Original grade, RF comer System Area
From New i14r1Nold Location )
4 R 7 %, in
OR Shin
F
Original grade, RR comer System Area
4 ft 11 'h in
OR 4hin
G
Original Grade, Center Point of Repair
Area
4 R 5 % in
OR 10hin
H
Original Grade, Center Point of House klcation
5 R Gin
OR 4in
Page 7
I e Valu Calculated Valueg
Above BM
Trench Bottom of All Laterals
Bottom of pump tank
Top of Lateral Clean -Out
Bottom of Pump tank to top of Lateral Clean -out
Bft 5%in
10 ft 11'Ain
5ft 1 bin Oft 2'fi in
Elevatlon Head, 5 ft 9 % in ( S. 79167)
RECEIVED
MAR 2 2 2019
DCM WILMINGTON, RC
I,m
Oft Gin
IT . ;1.
1ft thin
511 7 in

OWNCIONIMIM WOG
V�n
rah T T O� t'�gl
' r �
is
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XK 7!
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w
61J97S0 - roor 5;'N9wy�Jg
4790 t1Sf£zi -p
W 4e %A24.Avv D fiY8
V1.1akiS -[%A*v rvi
" w
-a-sroF1
p�yoJw�1
19 •701
40dx w
W 06,21
J TO
Ju
yS,� ,9f
0
w
I ll rr^'tis s. x3
J
I.
�^7W {-VM1151H AVOW
I
0+

2 In Shut -Off
V@Ne (Isolation!
SS 3 Float '
Bracket
1 12 In PVC ' 2I".n.n
Conduit— 21j
Nylon Lilting Rope WI SS quick Llnke
Alarm Float
0
A
On Float-
2 InPVC Sch 10
m
n
Discharge Piping
rn
m
OR Float. —
21ngraaeClow'
0
200 Check Valve
311e In And -Siphon Hot*
Effluent
Pump
1 1121n MPT X
2In PVC Mal@ Adpt
In Solid Cap Block
2In DNN Street Elbow*
b-2 In PVC Test Cap W110 , U32 Holes
In Vent Assembly
Finished Grade
Seakng Tap*
Finished Grade
Finished Grade
30 Inches ( Minimum )
2In Discharge Piping To
Throttle Vaka and Distribution
Mangold
Typical Pump Tank Installation
Height of Riser as Needed for Conditions
On Small Systems Discharge Piping
Maybe Reduced to 1 112 Inches
NOT TO SCALE
— 11000 or 1250 Colon Concrete Pump Tank

Float Settings for
Alarm Float
On Float, (Enabler)
Off Float, (Disabler)
20 1/2 In
16 In
Paul and Sheila Schreyer
BCHD File # 2001-056677
26 In
Measurments are from the Bottom of
the Pump Tank to the Bottom of the
Cord Weight all Tethers Between
Weight and Float Must be Equal
Not to Scale
Bottom of Pump Tank
PTR 14

Sch 40 PVC Pips
to Pump Tank Sch 40 PVC Pips
to Recieft 1000 y
Tank at System
O
n
"s
n
m
o
v
Z
s
n

bz
To LPP Lateral
To LPP Lateral
To LPP LabrY
m
m
0
m
m
v
Wln Boa Cowr
4' ManHoW Chan -Out . R. SEWER ❑ W" sax NCSWRMANLPPVI
Typical Set Up
' W LPP Lahrd
To LPP Urt"
To LPP Laurw
4 foot NnumLm
If Possible W n Boa Cow
L•
(CI P
2":vs Throtde Vatvs ( Gats Only
WBox
Pump Tw*

LPP Rock or Ez-Flow Lateral Detail ( NOT TO SCALE )
27 Foot Laterals For 2001-056677
First, and Last orifices Face Down at 4:00 For Drainage
28 ft 6 in Actual length
27 It (working length)
1 tt (min) Sand filter Cloth 16 j 1 flrrsnea grade
1 V4 Lateral
Clean out
t ell
First and Lest Orifice , \ \ �-1 114 PVC Sch 40 Lateral
4:00 PasRlon \\
OU Orifice 4" Septic PiP e
� In9 P
#4 or 5 Approved Septic System Rock
Job Name
c3 Notes Specific To This Job: Paul and Shelia Schreyer Orifices start and end 2+ 1/2 inches from each end of the 4" sleeve
w 1 ob # 2001-056677
0
H-
3J16 inch Total # of 27 Foot Laterals 3
Orifice size is _.
Orifice Spacing is 55 Inches Orifices per Lateral
0
0
f
i=
3
n
�O
m
0
z
0
Z
bo
ND
o
m
m
o
Z
0
11
Total # of Laterals 6
Total # of Orifies for this Job l 39 )

Orifice size is
3/16
Inch Total # of 33 Foot Laterals
3
o Orifice Spacing is
58
Inches Orf es or Lateral
7
0
r
s
C)
n
�
bZ
CID
M
n
m
<
-+
a
z
v
m
v
t
0
iic p
LPP Rock or Ez-Flow Lateral Detail ( NOT TO SCALE )
33 Foot Laterals For 2001-056677
First, and Last orifices Face Down at 4:00 For Drainage
1 1!4 Lateral
Clean aut
34 ft 6 in Actual length
33 ft (working length)
1 ft(min) Sand finer Cidh 16 " Backfil / Finished grade 6 In
i';.. t^;�t"_".:irsit���'.'�`'.tH�7.''� -fin X x _ __.`%i`iT�y�i'P•'�i'"?'.•1".:C''Ri?:?alt
����•� • I I "�'�-��,%zR8'.�±ii t1�-.•.�kU.1. ti� ..t �•,y sa: ����15$_L"y1
First a Last Orific
1@ 4M Position Orifice
2 J ( ` *4 or 5 Approved Septic System Rock
Job Name (j 1
Notes Specific To This Job: Paul and Sheila Schreyer Orifices start and end
W job* 2001-056677
0
Total # of Laterals 6
24 inches from each end of the 4" sleeve
Total # of Orifies for this Job L 39 )

MULTI LENGTH LATERALS
25
114 PVC Lateral Clean-W w1 Box 'Sewer_ IE5 feat OC-4
I
# 4 or 5 Approved SWIC Rods
or EZ-Fbw Stavin wthat Send frn
I 312
'-L'
4" Sepeo Leachaeld Pipe w13 - 314
Was @ 120 Oegreee
teee
30 Ft
System Area 900 Sq FT
11tgin
7
J
Q
W
m
o
W
c�
t
U
�
r
ill
Q
1 1 /4 PVC sch 40 Lateral-
r� P
lV
� it inn
1 ua PVC sch ao/
To Pump Tank
Enclosed 6 OutletLPP 2' Dosing Main
Manifold 2' Thratlle Valve wr 10' Box
Tvnical Nitrification
LPP (6) , Not to
Scale, Shown w/o
Filter Cloth
MULTI LENGTH LATERALS

6" Valve Box " SEWER "
1-1l4"PVC Sch40
Cap(Threaded)
Finished Grade
1-114" PVC Sch40
Male Adpt
Sand Finer Cloth
R* .r ... k, 1-114" Sch40 PVC Pipe
•i+tea 416
"' r
A. �'—+, , Rock / Gravel
AW
*�• '"* " ypical LPP Lateral
Clean -Out
h
1-1/4'TVC 90'Elbow
n
m
C. `" G
-. m
0

APO
Z
PUMP !O.
AU TD P.O. 90X r63a7 • Lmwl4t N1' 4266.03e7
awTp 36r9 Err Ren coed • tb:,,w.7cv ad2tT•19e7
(7Ut) 778-2M - I OW 9M~ • FAXM 77OV4
COMPARE THESE FEATURES
Nmtbo q von" #"jar.
Float opwaled. submww* (NEAMA 6) 2.9* m dw *M
swsrh 6 ranabb kVd b V qba aYOM I aeal101e.
• LA. LkW Xwe card plug; 9 e staWSM k, auto,,ek
15 A. dw lord for norliAontabc
d metal Poedw L'oawd"irWh
No she .
Parts w W or anode.
Stasueaa "ad Soars, swltlr arm, guard and handle.
No scree" to oW.
Watert'" neoprene'O' mg bftmw mow and poep
how9-
Sold soW poypmpykpe Slot
Motor - 60 Hz, 15W RPM, adiied. hsmedayy SM66.
alaamabC fad thermal mMoad erotectm
UPW and bw ueeve bexrgs mnwV n bath of oil.
Entire wla pras9e tested A& rise*
Carbon end Ceramic shoe seal
Mam" ter"not as for dko w or
dewMwiq-130'F (51•C).
Pessa'rf' mch spheral Soids.
11N NPT Dkdlage.
OnPdnl--7'/.• - 00Pore-3•.
Ma(orw th----103rJP. • Height--,oln6•.
SPECIAL MODEL FEATURES:
MODEL 53
cm mod r rie. mown a
lx no MU*9
ENneered Mmw4sic bM
Elgnmw placid plelfc
Inpeas with mew~.
SwrAm" now psrd a hsme.
' Beariq -lo+rr a upper d fed
as rtn
MODEL 57
- AS rat .m orntrucbm
SWWM AW awd A hemla
- flowing - boar a Upper oa red
cox tw
. Carr bun npow
MODEL S5
901E vm" cmut motor a
PAV hmmp
Erg -red N-00mc base.
E00me ed.9lrsld. prwa
irpow um mew TOK
&Wdm red pose a hw die
' 5mrov - wiw a upper dfad
lm u,
MODEL S9
AA twurm cx%nCbm.
&-der me pure a hnpe.
- Bear" - bra A Upw d fed
tl
9mm "pow
ALL MODELS ARE
COMPLETELY SUBMERSIBLE
HERMETICALLY SEALED
WakrtQhl - dust pght. Permanenpy oiled beanngS.
VARIABLE LEVEL CONTROL
SYSTEMS AVAILABLE
Hoer Malsl canoak anda A'�rr nmrtaSy repres raM1eOk bd
aGWIY sued baem w'ch" mW w
Wyll" CYCIN r dtsg Mm wei hdta brW puapa.
SECTION: 220.sta
1`1610493
1008
kversecles
om
visit our wvb sks:
wasw.zosNsr com
53 - 57 Cast Iron Series
55 - 59 Bronze Series
(fir PUMP Prdn I*nbftawn see News d Vem W52)
"MIGHTY -MATE"
(�L SUBMERSIBLE PUMP
FOR
DEWATERING (SUMP)
OR
SA EFFLUENT (SEPTIC TANK SYSTEMS)
PASSES h" SOLIDS ? M9
11W NPT DISCHARGE
POWDER MAR 2 2 2
COATED
iCr,CNM WILMINGT
MOOELS AVAILABLE
Auer-c or Nrymomeec
'53. 57' a HP 115V r 230V
A W aHP115vr2wv
liES.VBE5789t5.Y9157 w'alrble psfapd
'M Rl9Y1Ma Verlaple LeuN FlON 9wldi
Co.
VORTEX TYPE
MPELLER

�5�
a
i
GALLONS
LITERS 0
PUMP PERFORMANCE CURVE
MODELS 53/55157159
10 20 130 40 50
�2768
80 160
FLOW PER MINUTE
CONSULT FACTORY
FOR SPECIAL APPLICATIONS
Variable level foal swaths avalabe.
1lanabk level"cycle systems avarlabk
• Avakbk wipe spatial cad lengths of 15', 25', 35' a ct 59.
' AL>rm systems "abo.
Duplex systems wailabk.
SELECTION GUIDE
1. "A" IDA aperrk mah"cal ofth, no tnonkl mrd iepred.
2- So" Mb*6* mulble M.M Mr a double p KA" vaMak bed
eta anedr. Rehr 10 FM0477.
3. Meduv" Awnata'wPaa' 70-wn or 10-w75.
4. See FW712 for coned model of 6enval Asemab.
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TOTAL DYNAMIC HEAD/FLOW
PER MINUTE
EFFLUENT AND DEWATERING
MODEL 53/55157/59
Flat _ MeW Gal. Liws _
5 t 1.6 �343. 1 43
10 3-0 34 j 129
....75 . ; 4.9 . 10 .T 72 .
Slat Flwp { 19m i(s.9m
Easy assembly'
ewW a a.erree ese
m eOWeal
OPTIONAL PUMP STAND PIN 10-2213
Reduces poroned doggng by debris.
- Replaa mdcs a lurks under the pump.
Made d durable, nonconosiw ABS-
Ra pump 7 dr bosom of bain.
Prowdes dre ability to rate ,num by adding sectors of VA'
a 2' PVC ptp"
Attact c s elf to pump.
Aaairmod" sump, devwlamq and aMuem apWasom
MOTES Mela tun Most Is bee has ohnowadon.
RESERVE POWERED DESIGN
For unusual conditions a remm safety, facto is enginewed klo the design of every Zoeller P".0 CEIVE'.D
O CoprVht 1003 Zaelar Ca. Al rphts reserved
VL ,-A 411.-AINv Z vi.

ALDERON INDUSTRIES
P. O. Box 827
Hawley, Minnesota, 56M
www.alderon com
North Carolina Special Simplex Series
General
Model NumberAPS20-4-8
Simplex Three Float Sewer Panel W/ Pump and Control Circuit Breakers and 3 Weighted Floats
Enclosure, NEMA 4X ( PVC ) With Molded Mounting Feet Dimenskxns 10 114 " X 8" X 6 1/4" Red Alarm
Beacon Adds 2 " to the Height For a Total of 12 19,
Features:
Circuit Breakers, Double Pole 30 Amp for Pump and Single Pole 10 Amp For the Control and Alarm
Control and Alarm Sub Fuses, 1 Amp, Two Extra Fuses Fumished
Alarm Hom, 83 db NEMA 4X Front of Door Mounted, Non -Corroding, Non -Conducting
Beacon, Red, 360 Degree, 110 Volt, Top Mounted
Enclosure Lid, Left Side Hinge, PVC, SS Bail Lockable Hasp, ( Two )
Motor Control, 25 Amp IEC Size, Double Pole Contactor With 116 Volt Coil, 20 Amp Full Load Amps
Panel / Pump Voltage Operating Range, Pump 115 — 230 Volt Single Phase 3110 - 2 HP, Control / Alarm
Voltage 115 Volts, Needs to a Separate Circuit From Pump Circuit Max Pump FLA 20
Floats, Three Weighted Control Floats, Wlth 20 Foot Cords, Narrow Angle, approx. 5 Degrees
Pump Run Indicator, ( Green )
Pump, HOA Switch, Hand, Off, Automatic
Alarm, Silence Switch, Outside Enclosure
Floats are Factory Labeled, Off, On, Alarm, Also Labeled To Match Terminal Strip, Off, 1 32, On, 3 3 4,
Alarm, 4 & 6.
Listings, USA, 508
RECEIVED
MAR 2 2 ?„r)
D C M WILl61?MOT �N; I,