BC_19-25_ Day (2)

L�7
Brunswick County Amt-J
Local Government
CAMA
MINOR DEVELOPMENT
PERMIT
as authorized by the State or 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-
BC19.25
Permit Number
Issued to Brian and Marilyn Day authorizing development in the Estuarine Shore Area of Environmental Concern (AEC) at
3497 Bassett Street SW in Shallotte NC 28470 as requested in the permittee's application package, dated 25-Nov-19,
and received complete 25-Nov-19. This permit, issued on 05-Dec-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: 10'x 24' 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 25-Nov-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-evaluation 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) DEC 12 Tq i
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 written permit
approval. All work must cease when this permit expires on:
December 31, 2022
In issuing this permit it is agreed that this project is consistent with the local Land
Use Plan and all applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal
Management.
OCM WILMINGTON, NC
Connie Marlowe
CAMA LOCAL PERMIT OFFICIAL
PO Box 249
Bolivia, NC 28 2
I II Z -/--1019
PERMITTEE
(Signature required if conditions above apply to permit)

Name: Brian and" Marilyn Day
Minor Permit #:BC19-25
Date: 05-Dec-19
Page 2
(5) The amount of impervious service shall not exceed 30% of the lot area within 75 feet of Normal High Water
(Estuarine Shoreline Area of Environmental Concern), in this case 210 square feet is authorized.
(6) Unless specifically allowed in 15A NCAC 07H-0209(d)(10), and shown on the permitted plan drawing, all
development/construction shall be located a distance of 30 feet landward of Normal High Water. No portion of the
roof overhang shall encroach into the 30 foot buffer.
(7) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective.
sedimentation and erosion control measures. Prior to any land -disturbing activities, a barrier line of filter cloth must
be installed between the land disturbing activity and the adjacent marsh or water areas, until such time as the area
has been properly stabilized with a vegetative cover.
(8) Any proposed for grading within the 30' buffer from the Normal High Water.level must be contoured to prevent
additional stormwater runoff to the adjacent marsh. This area shall be immediately vegetatively stabilized, and must
remain in a vegetated state.
(9) All other disturbed areas shall be vegetatively stabilized (planted and mulched) within 14 days of construction
completion.
. i
SIGNATURE: R �'` DATE: �2
PERMITTEE

Locality
�rSLtJ.d C. Permit Nu be
Ocean Hazard
_.Estuarine Shoreline ORW Shoreline Public Trust Shoreline Other
(For ofJ"icial.use ortl3) 6MCA 230C:A bu C
GENERAL INFORMATION
LAN(
Name
Addre
City � � r :`1 i;fi�`1 '' State L�� .. Zip.�.f t „ Phone 30 �. "ID ;) ; -0.
Email t ,r�;!°✓�bi.�, `a 1�� 1 6 1,1oT"in-;.J; . ( 'C36"r,,
AUTHORIZED AGENT
Name
Address
City State Zip Phone
Email
LOCATION OF PROJECT: (Address, street Mtjie and/or directions to site. If not oceanfront, what is the name of the
adjacent waterbody.).� 7 ��`,��` •. ��L �. a:, ,��.r, i>f:%lt{'- ���r?.`..._
� fXAA
(DESCRIPTION OF PROJECT: (List all proposed construction and land disturbance.) c,. " r c e dl f
SIZE OF LOT/PARCEL: r':. r 1, t ' f? t square feet acres
PROPOSED USE; Residential (Single-family ❑ Multi -family ❑) Commercial/Industrial ❑ Other ❑
COMPLETE EITHER (1) OR (2) BELOW (Contact your Local Perrtiit Officer if you 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 -beating attic space)
(2) COASTAL SHORELINE,AECs: SIZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT
UPON SURFACES: 7,1.o square feet (includes the area of the roof/drip -line of all buildings, driveways, covered decks,
concrete or masonry patios, 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 Stormwater
Management Permit 'ssued by the NC Division of Water Quality,?
YES NO ,�
If yes, list the total built upon area/impervious surface allowed for your lot or parcel: square fe�t.TO

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-sanitarywaste
treatment system), Building, Electrical, Plumbing, heating and'Air Conditioning; Insulation and Energy,Conseivation; FIA
Certification, Sand Dune, Sediment Control, Subdivision Approval,; Mobile Home Park Approval,'Highwdy'C6nnebti6n,' and.
others. Check with your Local Permit,Officer for more information
STATEMENT OF OWNERSHIIP:
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),ii1
an.owner or rec ,d title, Title is vested in ¢ 1" .E� ..:✓fit see Deed Book t a si
page' " , in the J�a is i v County Registr3 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 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.propeities 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.
dame) `` tt , 55 (Ad3 dress)._:--
C_. EL 4.,1 � ; ° 1 {-,"- ri �� t' � r``J ✓`1 j �'� ``-4� �'i � ' ~�'.-:�L.� (��fi±� � ��t� ! i ��_ ,�Jty.� f
ACIKNOWLEDGEMENTS:
I, 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 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.
This the day of `1 ' l 20
Landowner or person authors ed toga 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 applicnti� the
ownership statement, .the Ocean Hazard AEC Notice where necessary, a check for $100. 00 trade payable tt th ����,,��pt��"" ty, and
any information as may be provided orally by the applicant. The details of'the application as described Ysource„ ,le
incorporated without reference in any permit which may be issued. Deviation fronz these details will constitute a vc�oittrYn of G
.any permit. Any person developing in an AEC without permit is subject to civil, criminal and administrative rl'
G�
A

Brunswick County; Planning Department
PO Box 249
Bolivia NC 28422

(No.Maintenance Agreement/Operator.Required)
In accordance with the. provisions.of Article 11 of Chapter 130A; General .Statutes of .
oith Carolina 15A NCAC 18A.1900 et seq., and other applicable -Laws and -Rules as.amended,
PERMISSION IS HEREBY GRANTED'TO:.
Owner/Applicant: Brian and Marilyin.Dg
Address:. 3497 Bassett St. Shallotte, NC 28470
FOR THE... .
operation of a 240 'GPD wastewater collection, ireatment.and disposal system
WHICH. SHALL SERVE2 Bedroom:House
LOCATED: Tax Map Reference: 230CA006
GIS Location: 3497 Bassett St. Shalloite; NC28470. .
with no discharge.. of wastes to the ground. surface or surface,waters p to 15A NCAC 18A section:
19000 et seq. -Laws and Rules -for Sanitary Sewage Collection Treatment, and. Disposal
[Hereinafter "Laws and Rules"] and in conformity with the, -project plans, specifications, and .
other supporting data subsequently filed and approved by the Department of Environment,
Health,' and Natural Resources and/or the Brunswick County Health Department (BCHD) .and
considered part of this permit: the wastewater collection, treatment, and disposal system ["the
system" or "the facility"] as described in the Improvements Permit and accompanying data.
The system is classified as a TYPE 38 Wastewater Treatment and Disposal System in
accordance with 15 NCAC 18A.1961
The Owner shall be subject -to the following conditions and limitations:
I. GENERAL CONDITIONS
1. This permit is effective only with respect to the specific design flow facilities, and.
connections and the nature and volume of waste described in the. Permit Application,
and other supporting data. Changes in the facilities, connections; nature or volume .of
waste render this permit void.
2. ,Ownership or management changes shall be provided to the BCHD within 90 dim of such
changes:, —
3: ; All.d9cuments, including bunt limited to site evaluation, designieview plans and
specifications, Triparty Agreements; Easernents,'and other legal agreements will be
"CA

part of.the Permit. This includes operation and'maintenance procedures and other pertinent
documents relating to system operation and maintenance..
'All Ieml docurrients:must be recorded with the -Brunswick County Resister of Deeds
.and peoof of filing submitted before the Operation Permit is issued conditional on
recordation and "enforcement of easemeat conditional:
4...The Owner is responsible for compliance with I5A-NCAC 18A Section. 1900 et seq.-Laws
-and Rules. for Sanitary Sewage Collection, Treatment;'and Disposal.
5. 'No addition, expansion, alteration, or repair (other.than_ the replacement of components with
like components) shall be made to the system.without.first.obtaining authorization or an
Improvement Permit from the BCHD in accordance with NCGS 130A-336. Replacement of
components shall, be noted on inspeetion reports.
6. This permit may be suspended or revoked'unless all conditions of this permit are complied
with and the system. ,is in all respects in compliance with this permit.
7. Failure to abide by the conditions and limitations contained in this permit may subject the
:Ownerr to enforcement action in accordance with NCGS _130A-18, i30A-22C,130A-23,
and/or 130A-25.
.8. A useable. repair area as designated herein, with.buffers, shall be maintained and reserved for
-the addition to or replacement of the initial system drainfields. The area shall be separate
from the area of the initial system.
9, No traffic, vehicles, construction of any type or excavation shall be allowed on the system or
repair area.
10. The BCHD may amend, revise, or revoke and.reissue this permit including frequencies'in the
schedule of operation and maintenance based on monitoring data, water.usage, system
performance, or facility use.
11. It shall be the responsibility of the Owner to notify anyfuture or subsequent owners of the.
requirements contained within this permit, including the requirement to contract with a
management entity. .
12. The owner is responsible for compliance with 15A NCAC I SA section .1900 - Laws and
Rules for Sewage Collection, Treatment, and Disposal.
13. All subsequent owners of this property and sewage system shall execute a contract between
the owner and. an approved management entity or the operations permit will become invalid
iriimediately. Management of the sewer system to be provided at all times:
14. All contracts between. owners, management entity (Public or Private), and/or Health.
Department, shall be reviewed and approved before being accepted.
15. The issuance of this permit does not preclude the permittee from complying with any and all
statutes, regulations, 'or ordinances "which maybe imposed by other government agencies
which have jurisdiction, or any other permits issued by this department: .
II. PERFORMANCE STANDARDS
L In the event of failure. of the system to perform satisfactorily, as determined by the
BCHD, the owner shall take immediate corrective actions, including actions as may
be required by the BCHD, such as the construction of additional or replacement
wastewater treatment.or disposal facilities, upon receipt.of a repair Improvement
Permit.
2.. The septage generated from this system shall be transported and disposed of mi
accordance with Article 9 of Chapter .130A 15A NCAC 13B.et seq. and in a manner
approved by the North Carolina Division, of Solid_ Waste Management. The Owner
110/ 5/02 OPERATION PERMIT
AGE

OPERATION PERMIT
10/15/02
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II II IIII B41 P0162 o9is'
.. II�IIlIIIIIII�IIIIIJIIINIllllllwl�lr'of D ..Deeds' P coma of IPROP
Total to Type
total'. , Rev .' R4
:. Ck$ Ck t Gash$
'Rotund Cash $' Fnance'
a Poreons.of dccWment are illegfbte due to condillon
DDocumentconlalnsse2JOvenlledbyanginal' .
instrument that cannot be reproduced or copied.
Prepared by: The. Gordon Law Firm
State of North Carolina INSTRUMENT OF COMBINATION
County of Brunswick
Parcel # 230CA006 & 230CA00704
This INSTRUMENT OF COMBINAT10N.made this the day. of December, 2018, by Brian Day and wife,
Marilyn R Day, whose mailing address is 3497 Bassett Street SW, Shallotte, NC 29476; .
WITNESSETH:
• THAT WHEREAS the makers of this INSTRUMENT OF COMBINATION own certain tracts or parcels of land in
• .Brunswick County, North Carolina which were acquired by the following deed: .
Warranty Deeds, duly. recorded in Book 1869 at Page 171 and Book 3482 at Page 435, both of the Brunswick
County Registry.
WHEREAS said owners wish to combine the above -mentioned parcels into a single tract of land for the purpose of
complying with all applicable provisions of the Brunswick County Zoning and Subdivision. Ordinances; and,
WHEREAS this is a limited special purpose instrument for the purposes specified above and not a conveyance or
modification of the ownership interests in the property hereinafter described;
WHEREAS, upon execution and recordation of this INSTRUMENT OF COMBINATION; the above -mentioned
parcels are. hereby combined and shall hereafter be described as follows:
Being'all of thatrtractor panel of -land containing 0.63 Acres, More or Less, according to a survey dated 07-26-
2018, prepared by Christo her D. Stanley, PLS, entitled "Recombination Survey for Brian & Marilyn Day" and
recorded in Map Book at Page , Brunswick County Registry.
Property Address: 3497 Bassett Street SW,'Shallotte, NC 28470
It is intended hereby that above -described Tracts be combined into one tax parcel'(230CA006). It is further
intended hereby to. inform the Brunswick County Planning Department and Brunswick County Tax Collector of this
:. combination. -
IN WITNESS WHEREOF, the makershave hereunto set their hand and seal, the day and year first written above.
M . I
Bri ay Marilyn F. Da
State of North Cwolin
CountyofBrunswick .
I certify that the following persons personally appeared before me this day,•acknowledging tome that they voluntarily .
signed the foregoing dodument for the purpose stated.therein and in the capacity indicated:
Brian Da . & aril o-F
N' M LANIE PHILLIPS "
otery Publle• North Carollne
- it runewlele 6—.tv
MY
Date: G
My'Commission Expires: March 23, 2020
l

E SEAL
�44 L-3387
R/W
CORNER INACCES:
IN EXISTING 36'
TONI CHADWICK
DEED BOOK 841, PAGE 466
TAX PARCEL 230CA00703
C�IZ 2OG �'1
20 `'?
O
tuov�t��2a�s
S R 132 60 %GNS OF
I
'%?OtDNCRETE
a:
a WALK'S ^� _
U N zr
H3S e'
CP
a a Existing
1 STORY FRAME
1 122' BUILDING
240 *_ 40.0' 2100 sq ft 13497
Existing
UTILITY BUILDING sq ft R �S/'
LOCATION I NOTE: 24'x10'
90' from mhw line I\ I new de
/ section
240 sq ft
o
\ _0 - - — - _ Existing
TOTAL COMBINED AREA wood deck
27,624 SQUARE FEET sq 33' MHw
0.63 ACRES TAX PARCEL 30CA006
DEED BOOK 18 PAGE 171
4r*
30'buff
I
Y / Grasses
' Grasses/
MEAN HIGH WATER LINE
-BASED ON N.O.A.A. TIDAL
BENCHMARK (2.01' ELEV. NAVD 88)
Permit # 462774
Brian and Marilyn Day
3497 Bassett St SW
Shallotte, NC 28470
' lice
Grasses
Existing
WOOD Grasses
to be moved/ removed
AEC.
75' MHW
line
Ken Wells
DEED BOOK 3687, PAGE 185
TAX PARCEL 230CA005
LOT 2
M NORTH JJ
�oVUl.�
�o rapw��k
Loti i:\ 'IS �AEC-

Brunswick County. Health Services . Application # : 2017072680'
Environmental Health Services ...Tax Parcel #:. 230CA006
Sewage Treatment :and Disposal System'': :System Type: IIIB
AUTHORIZATION TO CONSTRUCT'
FOR ;
WASTEWATER,,. OLLECTION, TREATMENT, AND DISPOSAL SYSTEM
In accordance with the, provisions of Article, 1.1 of Chapter :130A, General Statutes of North Carolina as amended,
AND other applicable Laws and Rules
PERMISSION'IS HEREBY GRANTED -TO
Owner: Brian and Marilyih Day Applicant: 'Same.as owner -
Address: 3497.Bassetl St„
Shallotte, NC 28470 .
to construct, install a sewage treatment anddisposal system as described below
To Serve: Residential _X # Bedrooms 2_ Commercial _ #Employees . Max. Occupancy _4
SUBDIVISION: NA LOT _1 _ BLOCK _NA SECTION 4_Subdivision: Shell Point
ADDRESS/LOCATION: 3497 Bassett SE, Shallotte. NC 28470
The system components consists of: Type system: IIIB
Design: Flow_: 240gpd
Description: Pump, to pressure manifold box.with conventional dtainlines
I.. COLLECTION.SYSTEM! CONVENTIONAL. PLUMBING
(MUST COMPLY WITH ALL APPLICABLE STATEAND L.00AL.PLUMBING.CODES)
11: TANKAGE: A. GREASE TRAP _NA GALLONS CAPACITY
B: SEPTIC TANKS) _900 GALLONS CAPACITY
C. PUMP TANK.. ' 100 . GALLONS CAPACITY
D. OTHER:
ALL TANKS, - FORCE MAINS, PRESSURE L1NES 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 63 :3/1OHP or approved equivalent. (Pump must be able to -
produce a 2' .pressure head at the manifold box.)
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 (3/161NA H-CONNECTION;
C. DOSE VOLUME: 30.44 'DRAW DOWN DEPTH: 1.44 INCHES7.
.
IV. DOSING MAIN: SIZE: 2.0 INCH MATERIAL: -SCH 40 PVC-VALVING:
"H" CONNECTION:_ AIR RELEASE VALVE: 1 CLEANOUTS: 2,
V. CONTROL PANEL:: TYPE: Rhombus Simplex or arioroved equivalent. .
'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 VISI)�.?)
SIMPLEX X DUPLEX WITH ALTERNATOR AND ELASPED TIME COUNTERS ! EVENT COUNTERS, L
FLOATS: ON 17.6" OFF 16 ALARM 24" LAG G
VMUDISPOSAPLY L FIELITTH ALL AP LTIARB�2 ESTATETRENCH CA H ES TRICAL CODES) ev �� `����
A
A. CONVENTIONAL:, SIZE: 200 sa ft
B. #FIEL08:1-initial #LINES:2
LENGTH. OF LINES:.34' ®G�'

shall specify'the approved hauler and disposal sites and.submit'this'information in
writing to'this :office within 30 "days; The BCHD shall be notified of any changes- in this
information:. .
3: Adequate'measures shall be taken.to divertstormwater from the system and drainfield .
areas.:.
4. Diversion or bypassing of untreated or partially treated wastewater from the facility is
prohibited.
5. ' : The issuance of this permit shall not relieve the Owner of the responsibility for "
damages to surface or groundwaters resulting from the operation .of this facility.
III. OPERATION AND MAINTENANCE REQUIREMENTS
L The. .system shall be properly maintained and operated at all;times in accordance
with'the Laws. and. Rules.
2. The application rates to the disposal field shall not exceed 1.2 allsq.ft.day.
3. No traffic, vehicles, or excavation shall be allowed on the system drainfield or
repair area:.
4. The facilities shall'be effectively maintained as a ground absorption system to
prevent the discharge of any wastewater to the, ground surface, surface waters, or
groundwater.
5. - The owner is responsible for.keeping the plumbing system of the" house in good
repair and eliminating leaks, drips, or excess flows.as they are found. The owner
shall also test the alarm panel monthly to insure proper operation.
6., A "startup'.inspection shall be conducted with the BCHD, the installer,. the
Owner.
TOTAL DESIGN CAPACITY
Total flow of 240 GPD.
THE FOLLOWING DOCUMENTS ARE CONSIDERED A PART OF THIS PERMIT
AND COMPLIANCE IS REQUIRED:
- The application for Permit.
- The site evaluations.
- The Improvements. Permit -The Authorization -to Construct.
Article 11 of Chapter 1-30A o f the General Statutes of North Carolina entitled
"Wastewater Systems".
Rules for Sewage Treatment and Disposal Systems 15A NCAC_ 18A.1900.
Approved Plans and Technical Specifications.
Letters. -
The Declaration of Easement, Tripartite Agreements, Covenants, Homeowners
Association By -Laws, Articles of Incorporation, Conditions and Restrictions
regarding this installation and system -
As -Built plans and 'specifications and technical manuals.
- Other L G
0% RA ON PERMIT .3 \`►0 �(o�
OG�

VI.. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Owner,
to insure proper operation of this facility
2.: The Owner shall inspect the facility to prevent malfunction,.deterioration, .
operator error, and discharges which may cause or lead to the release of wastes to
the. environment, a threat to human health, or a nuisance. The Owner shall keep,
an=inspection log including at least the folhowing information: date and time of the .
inspection, observations made, and any maintenance, repairs, or corrective actions
taken by the owner. This log shall 'be -maintained by the Owner. during the term of
this permit and shall be made available upon request to the BCHD:
3:. Any duly authorized officer; employee, or representative of the BCHD or the
premises, or place on or related to the disposal site and system at any reasonable
time for-the.purpose of determining compliance withthis permit; may inspect or,
copy any records that must be kept under the terms and conditions of this permit;
or may obtain samples of soil groundwater, surface water, effluent, septage, or
leachate:
VIII. SPECIAL CONDITIONS
1. For multi-use/connection systems.
I.A. Each connection to this wastewater system shall be permitted separately as an
amendment'to this operations permit. Each connection.step shall be applied for
separately. For additional connections to be considered, the systems have had to
be designed to handle multiple facilities.
YB. Prior to the issuance of'each STEP system improve.permit, the lot owner shall
submit, a set of floor plans and a site plan to the BCHD, for:review. After
installation and inspection of and before connection'of each STEP system to the
collection system,. the BCHD shall issue an amendment of this Operation Permit
to include that STEP.
2. Recommend garbage grinders not be installed.in homes.
3. Brunswick. County Health Department shall be notified in writing of any changes
in ownership, address, phone # or designated party/agency for
operation/maintenance. Failure to.notify the Departmentof changes shall result in
-the permit becoming invalid.
v
`Q
OPERATION PERMIT 4 ,\0A� \41
16/15/02 \' �
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PRESSURE HEAD: 2'.
PRESSURE MANIFOLD: SIZE:3 TAP.SIZE:.0..5',.. • SCH.40 PVC .
Installer shall ;utilize a pressure manifold, box.
CLEANOUTS:_ SCH 80-ORUC:_ (Glued, Fitting)
VIL APPURTENANCES TO SYSTEMS:'
A.. SUBSURFACE DRAINAGE: TYPE: NA DEPTH:..
INSTALLER:
B. AREA FILL: , N/A FILL DEPTH:
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. After the installation of the wastewater -system; the soil. cover shall:be shaped to shed surface water and
seeded with,grass ar>id:covered with hay or an approved landscape fabric to establish vegetative cover..,
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 transfetable 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 iL 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'acontract between the owner and an .
approved management entitybefore the operations permit is issued. - Management of the sewer system to be
provided at all times:
5. Ail 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 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 altered, or expiration of this authorization,. a new application shall be submitted
to the BCHD with updated information, as may be applicable or requested.
8. `* A PERMANENT BARRIER SHALL BE PROVIDED AND IN PLACE.AROUNDTHE SYSTEM/REPAIR AREA
BEFORE THE OPERATIONS PERMIT IS ISSUED.
9. ALL APPLICABLE SETBACKS SHALL.BE MAINTAINED, NO IRRAGATION .SYSTEMS, STORM WATER PONDS
BASINS, SURFACEISUBSURFACE 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. A pre -installation conference is to be held on the site prior -to beginning any site modification or construction of the
proposed structure or the sewage collection. treatment; and disposal system.. Attending these conferences shall be,
..representatives of the State of Local.Health Departmen.tproject engineer or designer, contractor; builder; proposed.
system operatorlinstaller and the owher.or his authorized agent.
3. 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 backfilled or placed. into
use without prior approval of the BCHD.
4., The system shall, be installed in accordance with the approved set.of'plans and specifications. Any deviation in sit
modifications, plans; specification, layout, materials.-' other:system component'shall be approved, by the desi ��
engineer and'the Brunswick County Health Department prior to installation of the system. Failure to do 'result
in- delayor, refusal of final approval of the system, and may render the Permit- null and void.
PP Y Y �� �G
'5. The system shall be installed in a timely manner and staged.so as to avoid unnecessary exposure to weathe:��+. O� V\
pennit.aut 2 0
5/97 ���X\ .

. 6..-The location and identification of all property lines,easements,. water lines," and otherappropriate utilities shall be the
responsibility of the installer
7. The manifold and all.aarts of the wastewater system shall malntain a horizontal separation=of atleast 101to
anv water line.
OPERATION PERMIT REQUIREMENTS "
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, including proper
abandonment of tanks existing weft, -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 inspecfed.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.ddpies
submitted to the BCHD,
- The owner and.a Public Management Entity/Subsurface System Certified Operator shall,execute a contract which
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 apart of the Operation Permit for the facility.
Provisions of said 'contract shall be in effect for as long as the system Js in use.
NOTICE OF EXPIRATION-TI-0SAUTHORIZATION EXPIRES 6YEARS (60 MONTHS) FROM DATE OF ISSUE F EXPIPATiON
OCCURS, THE CLIENTSHAI.LCOMPLYWRHALLCHANGES INAPPLICABLE REGULATIONS, LAWS, TECHNICALASPECTS,
ETC., THAT MAYBEEFFECIVEATTHATTIME. (THIS MAYREQUIREADDRIONALPREPARATION,MORE .COMPLEX
WASTEWATER SYSTEMS: OPERATION AND MAINTENANCE REQUIREMENTS, PRE TREATMENT, ETC., .THIS COULD. RESULT IN
LESSAREAFORTHE HOME, PARKINQ LOWERWATERUSAGEAND FURTHER DEVELOPMENT LIMITATIONS.
BCHS #: 2017072580
Permit Issue Date: 2/16/2018
:Permit Expiration Date; (19 j goga
5 -e- A-rrA c -Ht-i� s i tt7- .
BRUNSWICK COUNTY HEALTH SERVICES �LAnI g.y
ENVIRONMENTAL H ALTH SERVICES
&T'T I-wE-VA /mil S
Jason Go R
la n !� l vP ikn IG
Peraiit.aut 3 ���:�. cx�,�
5/97

Evans Septic Tank Service
Type System Effluent. pump to pressure manifold with. conventional.drain.fields, pipe.and. rock / .
tire ctiips,.Infiltrator chamber, EZ flow system; Conventional or Bed..
Project Brdift .Day. Tax Parcel #230ca006 ..
'
_:Location ' 3497 BasseJ7
It St. Shallotte, 7 f�v
BCHD# . 2017:72580 Sewer Plan Date 1-12-18
Contractor Ottrue Evans:
TP# 209A 276. ...
ecR ifed �oject values
Design flow 240 gai per day. Force main length 40 ft . .
:Site LTAR :. 1.2 ypd i sg ft Force.main.'schedule ;Sch 40
Septic.tank capacity, '900 gallons Discharge pipe:length AO.it
Pump tank capacity 1000 gallons Discharge pipe. schedule Sch40
Nitrification field, Trenches trenches.or.bed Discharge Pipe Size 2 inches
Trench length if app. 34 feet Manifold sike 3. inches
Number•of Laterals 2 Manifold,pipe schedute, Sch 40
Trench width if app.. 3 feet Manifold tap size 1127.inches
Pad dimensions if app. 0 it x ft Manifold tap schedule Sch40
Bed dimensions if app: 0 ft x it Elevation dill, pump to man.'— 8' feet-
Forde Main. size 2 inches Desired pressure head : 2 ft at manifold
AntimSyphon Hole, 3/16incn
P Ad Calculations
Flow per orflce(tap) Q (gpm) = 13 x d(squared) x h(to the .5 pow( d=diameter, h=head pressure
1/2Sch40 @2' 7.07 gpm
Flow for Anti -Syphon Hole 3/18 @ 8.54:fth :1.17 .
Flow for system Flow per tap X Total # of taps plus anti -siphon
Total system flow= 15.31 gpm
System friction head equals Discharge pipe, Force. main, . Fittings, 'Elevation head
Fh (friction loss for PVC pipe) = (.00113, x L (length) x. Q (flow) to the 1.85 power dividedby the D(diameter) to the 4.87 power
Dis-charge piping (sch 40, 2".) 0.05 Fh in it
Force main piping.(sch_40, 2") 0.21.Fh in ft
Fittings, 20% of piping totals . 0.05 Fh in It
Safety Factor for Pipe and fittings 30 % 0.09'Fh in ft
Elevation head 8 Fh in ft
System friction. head IIAO Fh in ft
Total Dynamic Head equals system friction head plus desired pressure head
page 2
ftrt calculations confined. 0
Scour Velocity.for the Force main , 2 ft per second or more recommended �G
T%
XV

SO
Ve (Velocity in ft/sec).equals Q '(fiow'in gpm)divided.by 2.45'x 0 (diameter in inches,squarod) •... .
Ve 1.46 sec'
Dosing volume equals 65 to 75 percent of the volume of the laterals plus the volume, of the force main and discharge plying in gallons.:,
Lateral volume equals the (diameter divided'by 2) divided. by 12� (squared) x 3.1416 times the Length times 7:48,
V='(d /.2 / 12)"2 x'3.1416•x L x 7.48 in gallons
Discharge pipe V = .: NA gallons
Force main V_= NA gallons
4 Lateral Based on 4.inch corregated sewer pipe V = 22.19 gallons .
Total. for Laterals lateral vol. x # of laterals V = 44.39 gallons
Manifold V__ 'NA gallons
Dose volume Total for��allonslateials x (65 to 75 %) + discha�ge.pipe and Force.main V =
67..9 % for this job Q
Doses per day System design flow divided by the dose volume 7.96 Doses -
Draw down per dose (Difference; between on'and off floats)
Dose. volume divided by 21 gallons per inch for 1000 gallon pump tank
V /21 •equals 1.44 nches
Effluent pump required for this ro'ect. Flow for: system @ Total dynamic head
15.31 GPM @ 10.40 Fh
Pump selected Zoeller E 53 3/10H,P voltage 230 v Height of pump plus 4" cap block
IQ 1/16 + 4 = 14 1116 Inches .
Run time per dose . Dose volume divided by the Flow for system equals minuets .
.1.97 minuets._
Control Panel Selected Rhombus Simplex
Off Setting ( Lowest') 16 in
•
On Setting ( Middle) 17.5 in
Alarm Setting :( Highest) 24 In
. .
Remaining tank capacity in inches and gallons 21 1/4 Inches, 446 gallons
page 3
_
.Project 0 .
Project notes or s ecn ia! requirements.
Repair area
\O r4
l

Barriers. Required.•around fillpad on 2 sides, Y
installer Note,1 ' ' ' Control -Panel -requires two (2) separate electrical circuits;
one 115 volt-15 amp control circuit, and.one .230 volt 20 amppunip,circuit:
The panel can be 'jumpered" for the BCHD inspection; but will'not meet
NC Health code requirement for the :final inspection with a jumper in place::
LTAR'Recap
Fill pads constructed after 01 May 2006, the finished elevation must: be bench marked from
a easily found or identified reference point The pad must. also be strawed and overseeded
after the system has been covered up, to receive the'finial approval.
Maintenance Clean -or replace septic tank filter once a year.
End user instruction / packet Included
Other notes Sheds; utility buildings, driveways,.vehicle parking, patios, decks
or pools.are not permitted in system area or repair area. If:driyeway
traffic: proves to be a hazard to the system areas, barriers will have
to be installed to protect the system. .
Ottrue Evans dba Evans Septic'Tank Service_
page 4
Sudscited-sequence ofeventS aft_r authorization to construct system form'ie roceiVed
1- Arrange and conduct an on -site preconstruction 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 AS or SS, generai'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; if weather issues may effect
•.
the fill pad earthworks.
4- Verify list
preinspection check and make sure the septic and pump tank casting # and.dates are readable:

5' Call for system irispection,- meet inspector oh -site to answer questions acid explain an 'deviations in
installation from the original plan. Operate the pumps and control panel and perform a.pump draw=down as requested.
6- Cover up/backfill system when approval is received. Rake,:over seed and straw fill pad• if not completed in
an earlier •step.
7- Arrangea 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'ihe alarm squnds, and who to call, give,tfiem a'copy of the prove 'design plan. '
for their records. ForLPP systems.a Brunswick County approved -Sub -soil operator must be under a signed
twelve, month, maintenance. contractto receive finallapproVal of the complete system.
Pbeinspection check list.
1. Pump tank has at least inches of water above the specified alarm level, this will be enoughwater for the draw -down test.
2. • Electrical power'is'available from temporary power pole or generator, 115 volts for the control and 230'volts
for the pump. Some generators may require an extension.cord with'twist lock plugs. .
3. All, pressure pipe connections.are primed and glued, riservent.with insect:screen is present and secure.
.4. Control floats or'pressure bell' is set to system specifications,, manifold tum.up.is marked for.specitied head
pressure setting or monometeris attached to the manifold clean -out or lateral clean-out:for LPP. systems.
.5. Risers and non-grommeted tank connections and penetrations are sealed with mortar mix..
6. Conduit, from riser to control panel is sealed at both ends with non -hardening putty - or sealer.
7: .If junction box is, used; it is mounted above grade, junction. boxes are rain -tight, 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. Pactory spec.. sheet and instructions
are present with panel, mark'the model of the pump used and the float or level settings.on the spec: sheet.

i'•ila.1F''ftitrit .
UNION .
GATE VALVE
ACCESS P]SEFS' �rEIIT�'r ACCESS
KF 7 ==. 01SEP .
S'6HITAF.-� 1. L.. J L�1Sti tIAF!:-= PIPING
BAM- E
r ; _ i LsF'f F.P.
JF LET rli1LL E OUTe.F'!' I:) C` . • i r!1 FORCE/ .
-ALVE hlAlr1
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I -•I r T CONTROLS
Fr `,ArTA pit; S
>; FUI�lF OPT
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A1.014
AFJ' j['EC?1I+::I:rEFl}IF•.SEI`'•Il�iTANKIJJdF.:P1i1:dP'1'AIIf
F;1'f H TA11[� C)tF'ACI'J'Y__ _ . r i7<iJ 'I'l.1%P:'ChI PI.1''r _
Ht?: Es>x _SJ F. E'I: = EJICrII'I:• `+ TC x'11'7CIL S ' ^'. Fi: P,'F.aT:1:Flr�itl�i+t---
i; ?•IE; F1141SHM) $BADE_r{F i;1.E,.LIE .
Fi7.!jATLON'P.OLSt __.4'1`EYKAE. JH.PVCUPIC-T .
#1 ,,tiLA�bi ii3:,CPI k3 = GFT -- I;T �x�[ IG CHECK VALVE T10P1-CORP.OSIVE LIFT
�Uh'II SE .Vr.GE EFr1.:TJ:)J'1' PLATED dlfQ T fFE ;-fi MLESS STEEL LIi T CHAIN Las FTTTIN S '
F L. A 1' --O ITOLS Ol• .,CIF; ALAI?�d GVITH •A 11014-
---- : C! 1:4:. -T BP ki..ET -ORTREE .
-,F t) J I'EMA. 4X CONTROL PANEL.
I. do .

NOT. TO SCALE .
i, Specified Length
To.Throf le Valve W rr+in ;
II /send FIRer CIUh 12' rnax Back FIII Fniched Grade
/ _-- 1l.
,�✓�._i:.y17 '}i -- a za,11.3 _[L iw�5i.� _24J-,as ,s,S ]_�:kA �.1�d; 7a.:4q..,.►iI£lc Y4µit�.l _.�lSft 3Js:ai.S:►1!t �L�YR � �
r +j
1'i - - .I�+�� .'_'-_ .•a' _- ��^r,�;<; ., •, ".a.. � :_ 9 ��. 18' min 24' max -
�. S' Scp1i6 CeBohfeeld Plpe 6 4 ore: Approved Sep&-.' S*em Rock . .
X PVC Foam Core
WlanifoldClean OUtVWil3ox Side View F ocklPiP!F Peal W/ Eli�losecl �liainfvlCi x
Enclosed Sewer Manifold
4' X 24 " BerkoYfflrz 6eaceeU3ratur
T " a:C Sch 40 Dosing 'Agin
N Q'T TO1_%L E

F.0 I ului I
• SECTIGN:22DJW,
FM9493'
hate (snout
eondplons at 11162 61
pubilcatim 06nsull (POWi
T4. ft OW 100 - Loahik KY =56-W.
.,,,,Wln dlso;o I as or • . WM- 3349CMiiTunP&d -WWAkIff 40211-1XV, httP.-Awo-zoelikoom
1. &n is !ond
COMPARE THESE FEATURES
FbdqmmbdvAmmAle(NEMAS)2.p*muhor&W
3wXch & vabble bW lum wde "*a avaft. .
• Wistod 3-wh card plug, 9 fL dwWwd for aftndr-
• told buoyant polypropylene Goat
Aulainalle mod ftntel overlood'polecfm
• O1WW nWU-VJr4efceV ae W.
• tnih unit pmmuro tested arwaaeffo.
• Mextown temperature for effluent or
• Pam W IrA mW (spho).'
RPM 15M 60 cycles,
• on pM-..W -. OR polnt-SY4.
SPECIAL MODEL FEATURES:
MODEL A3 MUM 0
..QjgkonqfthCNW.M*r& 9M.nw ffft Cask M*ta
• PAP bDtn*g. omp Nwh&
C-11ma-Mad polypropyime -'Gwomd powmpylone
bue. - bw
• allimfflvd. &NAK plastic "GOO WA ftwom pleac
W6.
peadt - bw & upW a bd
coo iron. hrorras
MODEL 57 MODEL So
-XIC90M.Canghda •All W= wn*UWM
castiW&L relL
ALL. MODELS ARE
COMPLETELY. SUBMERSIBLE
HIERMET.ICALLY.8.&LED
W8terdgh1-dwt9gftPema=tlyo%. clbewinV-
VARIABLE LEVEL CONTROL
SYSTEMS AVAILABLE
Moto; The stelfle of SMUMA systam normally requirto vorlwe W
0*8) coritirk ad Pf*jW afraid Wo to Wba m%Nd
px0ing 01doo or doft &MM go amok Ffflp.
a Copf

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Sina:e Seal •
Control Selection
Us
In s
Model _
Volts
Phase I Mode Am Sim lea Duplex
CSA
St.
i_4153r55,ii VS7(59
115
'" I ; I' Auto'. 9.V 1'. =
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1,153155d1,157539
115
_f15
1� onTor: 5 r 't .I
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9.7
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SE53157
230
1 Auto,
4.8 =
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, . E3M A E57139 .
230.
230 :
1 . Auto • 4.8
. -1 Non : d'a . .2 - 3 or 4 b 5
Y Y
MODEL.
53155157/59.
Feet Meters
Cal. --T
Liters'
163 .
10 E . 3.0
V 34 ". ;' .' 129 •. •,
4.6;
Hut-soffHead: "'."
19.25it.(5.9T_)
;`SELECTION GUIDE
t:..niegral goat operaled mechanical switch, no eillemal cdnVol required. '
2. Single piggyback variable level goat switch or doubie.piggyh3G: vadable:oval '
:coat skrdch. Refer to 17101047.
3. Mechanical allerhaloi'tXPak' 10-0Or2 or 10.0075.
4: $ee 9W0712 for correct model of ElectricalAllemalor.
5. Variable le:ei contra s;mhh 10-0225 used as a control adivelor, wits; Eleciricei
_ Alferralcr (3):ar (gp"oat SySie:n. ..
' Siagte pi5gitaa sivitcr inducted.
4.•.r
FcrWormaliononaddindnalZoeBerproductsrefErtoealalogori ftybarkVadableLeyJFloalSa t hes.FId0377: Ail inslall20ieei n on of controls, protection dgvrrd wiring sboutd b'd done by a qualified
Eleeldm[Alernaor,FUGGI;hiedraNd/41emalor,FIA3495:SumplSewageBasins, B0487:aft &4ePluse"licensed etectfic}an.- All elid(caland'sate(y'codesshoukdbe•rot.oNedlyduding.the-
Simplex Pump ConlroliAlarre Systems, FN3732. - ri3s; recent, Nation. Ele0le Code (NEC) and the occupational We and Health Ail
(OSHA).
RESERVE POWERED -DESIGN'-
For unusual. conditions a reserve safety factor is.engineered;into Hie design of every Zoeller•^pump:
AWI TO, PO. BOX i e347
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SIG'P TG: 3545 Cane Rk n Fdadt
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© Copyright 2004 Zoeller Co. All r )grits reserved. ` .

i 12 c r single-phase; -ex
Piilrol-panels are -phase, sIL11rill'
SINGLE.-PHASES/AlaE.
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.12
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pe 112 control panel -provides resider.62i a', . :?' ;� ; ; .^: >�.
Cori. metcial customers with a-rgiilif& mearts of
-:-R If
-�ntrplffng one sing -le -phase pump in .crater an -sawage
Z-1
insuOalicas. Two control switches ictiNdie"i magnetic
inrtor cantactor L-.Wm. the pump otkirid-Ioff:If an alarm
:0,-;(5jon occrjm_ a*n addiitional alai* svitch"activa;tes, the
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7YPEZ . Z'FEATURES j OPTIONS AYAILAeL£- Select the options your application
e = .'
All i-ypea 2'dcnLrol panels indude.a �lo' z e endosure.�124V 'requires, then refer to the op4an pages:The option pages wilt .
control: circuit. magnetic matar.,edrilaclot, pump tun light; HOA proii de details aridspecind-mmbers needed to cnraptete ydur.
Switch, •lermina block; fuses,' and conlrol ariloff -s•?wi'tch.. model number_ Panels crdered wietri Option or irtiittipte
t..>.. �' rY : =:t;.`:`:rzs : apGons may require Niger endosure sizes.
.&IODEt NI�MB.Ei�,Q D G�IFOHMAI�MON
a�l``"'e lairefcom a aur.mode(_n,,mber. Please ca11. the facto if au'ne_ed.hel buitdin our.
•,,, ' 1�.: �f ,�_„.. f,tu Y factory . Y p 9:Y your.
model number:
R2, 1ID _
:. aS '0`- ; + �•a= ; ;�;;!'w_ c�s,:;�s•. : SE5QFTiON PAGES FOR M ODR..NUMBERS `'
;a .ALARM=PAC�►h ' ': �-
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estsysntcir;n:iicGugetirliAm,and:; Bell- p cint(Cyde)'Cat
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's.r;^h,Ma '-'O'Dela Timer
_ NCLOr1jR_Ei�ATihftz" Red Beacon Wilt Chard Y .
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Y- - 3.; ;ti.r �: Deadfront
::W'=Y1►eatherpragfE7 l�Vtll q ":`"= r Manual'Alarm Ret'a
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TAffi�lPlraDl3llCly ;:-AW[FaryContads [] l;ghtning Atces:cr
Low Level Ctitorit' 4A. Surge,ProteVtion
:.1.: magneticiElbtar;�ontactot~: .(riedundant oft) " . Q;:Overload Proie;'rar
- l 0 Ptanp Falure Indictor ..,n• Overload s t
?UM{'FU t:LLOAD;{tdd ,i, t w ese. Tnn
.... P�Ss',,...:: ...:,..: ; • �' Seal Failure lnaicalur ::? Dbor`:—�•'.: .
lf. piimgs.¢o rot haverilegt�l.ovettoad probecticn; Thermal Cutout
.GFI Corv�oi
you.must:speia[ycverloads as:ala cptiorL':' .� :.- = El ;:=�, Aece de �
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3CHS#:2017072580
Tax Parcel#.230CAO06
Location. 3497 Bassett st, Shallotte; NC 28470
Name.: Marilyn Day
Plans by: Ottrue Evans
Pump Plan Review
2' Bedroom, = 240gpd
LTAR='1.2 .:.
Square Feet= 200
Number of lines=.2'
Length, of lines = 34'
Linear feet= 2ic34'= 68'.
Supply, line 2" sch 40 .
Supply Line Length= 40.
Lateral size= 4"
Manifold=3".
Manifold Length= 30" .
Flow Rate
Tap Size='/:"
Flow per tap=7.11
# of taps= 2
Flow=1412
Elevation Head= 8'
Pressure Head= 2'
Friction Head
Supply line= 2" at 40' with flow rate of 14.22gpm
.49 friction loss per.100' (chart) .
40'x .49'=19.6'
19.6/100= .196 FH supply line
Manifold= 3" at 30"' with a flow rate of 14.22gpm
No loss.at manifold . .
FH=:(FH supply line+. FH manifold) x 1.2(fittings)
_:196 x.1.2=14.
Friction Head= .24
=
TDH= FH +'PH + EH'
TDH=.24+2+840
Pump size
TDH=10
GPM=14.22
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Dose= 4" pipe at 68'
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