WQ0045794_wq0045794 application_20240821

I
I
Weldon
Middle
Et High School
415 County Road
Weldon, NC
NCDEQ Fast-Track Sewer Application
Private Portion
Submittal #1
August 21, 2024
G Q
L
LPrepared by:
CLH Design, pa
Cert. C-1595

Weldon Middle School & High School
Page 1 2
Table of Contents
Vicinity Map
Description of Work
Appendices
A. Fast Track Application
B. Flow Tracking/Acceptance Form (FTSE 10-23)
C. USGS Quadrangle Map

Weldon Middle School& High School
Page 3
Vicinity Map
VICi N ITY MAP
r 5
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i-
4l� i
. 7

Weldon Middle School & High School
Page 14
Description of Work
The proposed Weldon Middle & High School project is located at the existing school site located on 415
County Road in Weldon (see Vicinity Map). The project proposes the construction of a new school
building, access drives, parking lots, play fields, stadium, play areas and associated construction of storm
drainage, utility, sidewalks, landscaping, etc. The entire existing school is being removed except for the J
existing gymnasium. Approximately 30 acres of the land will be disturbed during construction.
This project proposes 50 LF of 8-in public gravity sewer, 690 LF of 6-in private gravity sewer, and 886 LF
of 8-in private gravity sewer. Given this information, sewer permit applications packages for both
private sewer and public sewer are submitted simultaneously to NC DEQ.
A copy of the signed Fast Track Sewer System Extension Application (FTA 10-23) has been included in
Appendix A, with the original copy submitted in this application package.
Per FEMA FIRM Map 3720490700J, effective date July 3, 2007, the site is not within a flood hazard area.
The existing, downstream, sewer main serving the school flows to the Town of Weldon WWTP (NC
0025721) which is owned and operated by Halifax County.The attached Flow Tracking for Sewer
Extension Applications (FTSE 10-23)form, signed by Mayor Credle of Jackson, NC on August 15, 2024,
confirms that the existing wastewater treatment plant can accept the flow generated from this project.
See Appendix 8 for a copy of this form and Appendix C for a map showing the location of the
wastewater treatment plant(WWTP) in relation to the project site.

Appendix A
Fast Track Sewer System Extension Application (FTA 10-23) (copy)

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Application Number: W A u0 q 5-71 q(to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION: /
I. Applicant's name: Weldon School Administrative Unit(company,municipality, HOA,utility,etc.)
2. Applicant type: ❑ Individual ❑Corporation ❑ General Partnership ❑Privately-Owned Public Utility
❑ Federal ❑ State/County ®Municipal ❑Other
3. Signature authority's name: Dr. Rodney Shotwell per 15A NCAC 02T .010 60)
Title: Interim Superintendent
4. Applicant's mailing address: 301 Mulbegy St
City: Weldon State:NC Zip: 27890-
5. Applicant's contact information:
Phone number: [phone] Email Address: shotwellr(a),weldonkl2.org SF� Z�Z4
II. PROJECT INFORMATION:
1. Project name: Weldon Middle&High School
2. Application/Project status: ® Proposed(New Permit) ❑Existing PermitlProject ❑ARPA funded
If a modification,provide the existing permit number: WQ00 and issued date: ,
For modifications,also attach a detailed narrative description as described in Item G of the checklist.
If new construction,but part of a master plan,provide the existing permit number: WQ00
3. County where project is located: Halifax
4. Approximate Coordinates(Decimal Degrees): Latitude: 36.413 Longitude:-77.612'' ✓
5. Parcel ID(if applicable): 4907-20-814419(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Steven Miller License Number: 022625
Firm:CLH Design.pa
Mailing address:400 Regency Forest Dr. Suite 120
City:Cary State:NC Zip: 27518-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF) INFORMATION:
1, Facility Name:Town of Weldon WWTP Permit Number: NCO025721
Owner Name:Town of Weldon
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQCS00115 J
2. Downstream(Receiving) Sewer Information: 12 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS00115
Owner Name(s): Town of Weldon
FORM: FTA 10-23 Page I of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
❑Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM: DEV)been attached?
[] Yes [:]No ® NIA
3. if the Applicant is a Home/Property Owners'Association,has an HOA/POA Operational Agreement(FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c)been attached? i
[:] Yes ❑No ®NIA
4. Origin of wastewater: (check all that apply):
❑ Residential(Individually Owned) ❑ Retail(stores,centers,malls) ❑ Car Wash
❑ Residential(Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
® School/preschool/day care ❑ Medical I dental veterinary facilities ❑ Swimming Pool,Clubhouse
❑ Food and drink facilities ❑Church ❑ Swimming Pool/Filter Backwash/
❑ Businesses/offices/factories ❑Nursing Home ❑Other(Explain in Attachment)
5. Nature of wastewater: 0%Domestic 100%Commercial 0 Oo Industrial (See ISA NCAC 02T.0103(20))
If Industrial,is there a Pretreatment Program in effect? ❑Yes ❑ No /
6. Hasa flow reduction been approved under 15A NCAC'02T ,01 14(f)? ❑ Yes ®No
➢ If yes,provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow°° No.of Units Flow
School 15 gal/day 400 6,000 GPD
gall GPD
gall GPD
gal. GPD
gal.' GPD
gal,-' GPD
Total 6,000 GPD
a See 15A NCAC 02T.0114(b), (d),(e)(1)and (e)(2) for caveats to wastewater design flow rates(i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A4).
b Per 15A NCAC 02T .01 14(c),design flow rates for establishments not identified [in table I SA NCAC 02T.0114] shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 6,000 GPD(per 15A NCAC 02T.,0114_and(;,5. 143-215.1)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero,please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑Other(Explain):
FORM: FTA 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
6 260 DIP
8 270 DIP F q
6 430 PVC ly I
8 616 PVC qcKp
5—t
➢ Section II& III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305& MDC(Pump Stations/Force Mains): /
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees): Latitude: Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): gallons per minute(GPM)at feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(B);
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation,quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ if the portable power source or pump is dedicated to multiple pump stations,an evaluation of all the pump stations'storage
capacities and the rotation schedule of the portable power source or pump,including travel timeframes,shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

IX. SETBACKS& SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f)& (g)? ® Yes [—] No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
'Water mains(vertical -water over sewer preferred, including in benched trenches) 18 inches
'Water mains(horizontal) 10 feet
Reclaimed water lines(vertical-reclaimed over sewer) 18 inches
Reclaimed water lines(horizontal -reclaimed over sewer) 2 feet
**Any private or public water supply source, including any wells,WS-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water,and associated wetlands. 100 feet
**Waters classified WS(except WS-I or WS-V), B, SA,ORW,HQW,or SB from normal
high water(or tide elevation)and wetlands associated with these waters(see item IX.2) 50 feet
**Any other stream,lake,impoundment,or ground water lowering and surface drainage
ditches,as well as wetlands associated with these waters or classified as WL. 10 feet
Any building foundation (horizontal) 5 feet
Any basement(horizontal) 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade(vertical) 36 inches
➢ If noncompliance with 02T.0305(f)or(A).see Section X.I of this application
*15A NCAC 02T.0305(e)contains alternatives where separations in 02T.0305(f)cannot be achieved. Please check"yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑N!A ✓
➢ If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ❑ No ® N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. is the project located in a river basin subject to any State buffer rules? ❑Yes Basin name: Roanoke ® No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC Q2B.0200'? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide individual permits ❑ Yes ®No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage,�authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ® Yes ❑No
Per 15A NCAC 02T.0 1 05(c)(6),directly related environmental permits or certification applications must be being prepared,
have been applied for,or have been obtained. Issuance of this permit is contingent on issuance of dependent permits(erosion
and sedimentation control plans,stormwater management plans,etc.). /
7. Does this project include any sewer collection lines that are deemed"high-priority?" ❑ Yes ®No J
Per 1 SA NCAC 02T.04022,"high-priority sewer"means any aerial sewer, sewer contacting surface waters,
siphon,or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes,include an attachment with details for each line, including type(aerial line,size,material,and location).
High priority lines shall be inspected by the permittee or its representative at least once every six-months and
inspections documented per 15A NCAC 02T.0403(a)(5)or the permittee's individual System-Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02L the Minimum Design Criteria for the Permitting of Pump Stations /
and Force Mains(latest_version),and the Gravity Sewer Minimum Desigi Criteria latest version as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the apiproval of the nermit, and ro'ects requiring a variance approval may be subject to longer
review times. For ro'ects requiring two or more variances or where the variance is determined by the Division to be a
si nificani vortion of the prolect,the full technical review is required.
2. Professional Engineer's Certification:
I, Steven J Miller , attest that this application for_ Weldon Middle&High School _
(Professional Engineer's name from Application Item Ill 1.) (Project Name from Application Item II.1)
has been reviewed by me and is accurate, complete and consistent with the Information supplied in the plans,
specifications,engineering calculations,and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers(latest version),and the Minimum Design Criteria for the Fast-Track Permitting
of Pump Stations and Force Mains(Iatest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000, as well as civil penalties up to$25,000 per violation.Misrepresentation of the application
information,including failure to disclose any design non-compliance with the applicable Rules and design criteria,may subject
the North Carolina-licensed Professional Engineer to referral to the licensing board.(21 NCAC 56.0701)
,sHtlrtlRqrrrr
North Carolina Professional Engineer's seal,signature,and date: �.`'� CA
1 SEAL
22825 fi
Digitalljl�Sfg � (`6 given J. I
Miler
'Date:2024,08.21 11:13:50-04'0&
3. Applicant's Certification per 15A NCAC 02T.0106(b):
Rod 5koik�ell f,yr _
attest that this application for Weldon Middle&High School
(Signature Authority Name from Applicatlin Item 1.3.) (Project Name from Application Item II 1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non-discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties,injunctive relief,and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000 as well as civil penalties up to$25,000 per violation.
Signature: _�� ate: _
00,
FORM: FTA 10-23 Page 5 of 5

Weldon Middle School& High School
Page 16
Appendix B
Flow Tracking for Sewer Extension Application (FTSE 10-23) (copy)

State of North Carolina
Department of Environmental Quality
DW-- R Division of Water Resources
Flow Tracking for Sewer Extension Applications
Division of Water Resources (FTSE 10-23)
Entity Requesting Allocation: Weldon City Schools
Project Name for which flow is being requested: Weldon Middle & High School
Vore than one FTSE_inaY he required for a single project if the owner of the IVWTP is not responsible fur all pump
station%along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: To4%n of Weldon Wastewater Treatment Plant
b. WWTP Facility Permit 9: NC0025721
A!lflows are in MGD
c. WWTP facility's permitted flow 1.2
d. Estimated obligated flow not yet tributary to the WWTP 0.01164
e. WW*[P facility's actual aN g. flow 0.483
f. Total flow for this specific request 0.006
g. l otal actual and obligated flows to the facility 0.050064
h. Percent of permitted flow used 41.720o
11. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located bet"een the project connection point and the WWTP:
(A) (B) (C) (D)-(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Avera2C Appro\ Not Yet Total Current
Station Station Firm Dail) Floe** Current `tributary Flom Plus
(Name or Permit Capacit), * (Firm p0. Avg. Daily Daily Floes, Obligated Available
Number) No, MGD MGD Flow, MGD MGD Flow Capacity***
* The Firm Capacit% (design flow)of any pump station is defined as the maximum pumped flow that can be
achieved with the largest pump taken out of service.
** Design A-,erage DailN Flow is the firm capacity of the pump station dig ided by a peaking factor(pf) not
less than 2.5, per Section 2.02(A)(4)(c)of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located between the
project connection point and the WWTP where the Available Capacity is<0.
Downstream Facility Name (Sewer): l own of Weldon
Downstream Permit Number: WQCS001 15
Page 1 of6
FTSF 10-23

r
111. Certification Statement: IJ
I Hugh C. Credle certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any
capacity related sanitary sewer overflows or oNerburden any downstream pump station en route to the
receiving treatment plant under normal circumstances, given the implementation of the planned
improvements identified in the planning assessment where applicable. This analysis has been performed
in accordance with local established policies and procedures using the best available data. This
certification applies to those items listed above in Sections I and 11 plus all attached planning assessment
addendums for which I am the responsible party. Signature of this form certifies that the receiving
collection system or treatment works has adequate capacit) to transport and treat the proposed new
wastewater.
!S
Signing OfJiciu!Si nature 5ate /
�M 0
Title of Signing Wficial
Page 2 of 6
FTSC 10-23

Weldon Middle School & High School
Page 1 7
Appendix C
USGS Quadrangle Map

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Weldon Middle Et High School Portion of USGS Quad Map
North Weldon, NC - 1974
Scale: V'=2,000'

Page 1 of 2
447
NORTH CAROLINA ,
HALIFAX COUNTY
Personally appeared before ' the undersigned Notary Public in and for the County of
Halifax, State of North Carolina, Walter D. A11ep and .his. wife , Kate.- M. Allen the .grantors of
the foregoing deed of conveyance, and each acknowledged before me the due execution of the same
as their act and-_ deed for the purposes therein expressed.
Witness my hand and Notarial Seal, this the 6 day of January, 1960.
(Notary Public Seal) Glenn S: Dickens, Notary Public
My commission expires: 10/28/60. ,
NORTH CAROLINA ) SUPERIOR COURT
HALIFAX COUNTY) Jan: •7 , 1960
The foregoing certificate of Glenn S. Dickens Notary Public of Halifax County is ad;;��
judged to be in due form and according to law. Let. :the instrument with the certificate be re-�
corded.
r `'. Ellen C. Neathery, Deputy Clerk Superior Court .
Filed for Registration and Recorded 3 o' clock P.M.
Jan . 7, 1960 in Book 648 page 446
F.D. Wilson, Register of Deeds , Halifax County.
VERIFIED
ALLEN to HOWELL ET AL TRS
NORTH CAROLINA
HALIFAX COUNTY
THIS DEED, made' this the 4th• day of J ary, ' •b0$ by and between Walter D. A11'en
and his wife , Kate M. Allen, parties of the firs part, Grover E. Howell, Walker Campbell,
Mrs . J.S. Selden, Jacob C . Taylor, H.V. Boun ar • Raym d Robinson, Trustees• of Weldon School
Unit, parties of the second part.
W I N _ H:
THAT SAID parties of the first • 'rT, consider ation of Ten Dollars and other
valuable considerations to them paid by e said ear-ties of the second part; the receipt of
which is hereby acknowledged, have bar = no -nd • d, and by these presents do grant, bargain
sell and convey unto -the said parties o = .second part , their successors and assigns , in
fee simple, the following described =.al = - -ate, in Weldon Township, Halifax County, North
Carolina, to-wit:
Beginning at a point, sa ,, point • ?ing S 85 degrees 46 minutes West 380.3 feet from
an Iron pipe at the Northwest cor :.r of co • Park Sub-division at its intersection with the
Southern edge of the right-of-way W highway leading from Weldon to Days Cross Road and
the Northeastern corner of the W.D. ' len Farm, said beginning point being at the Southern
edge of the right of way. of t g leading from- Weldon to Days Cross Roads, thence leaving
said Highway and along a dit degrees 47 minutes West 254 feet to an iron pipe;
thence South. 03 degrees 09 utes ,as 374 feet to an iron pipe in the, line of Scoco Park
Sub-division, thence South I ._ degre = 5 minutes Weft 174.9 feet to an Iron pipe; thence Sout
8 de r 8 ��ees 1 minutes West 2 �.3 fee to an iron pin; thence South. 29 degrees minutes East
g p � g 39 a
113.6 feet to an old on inm iron p .pe; thence South 64 degrees 33 minutes East 10
g 53 feet
to an iron pin; thence • t 7 de yes 18 minutes East 117 feet to an Iron pipe; thence leav
l�
Ing said Scoco Park Sub vi 1 e,, South 31 degrees 25 minutes West 158.1 feet to an Iron
pin; thence South 39 degr : _ qutes West 195.8 feet to an iron pin; thence South 44 degrees
09 minutes West 173.2 feet an iron pin at the edge of an open V type ditch, thence along
the edge ,of said dit � - t .8 degrees 11 minutes West 508.4 feet to an iron pin; thence NoAh
77 degrees 46 minutes - 8 feet to an iron pipe; thence leaving sal.
North 4 degrees
48 minutes-West 1 .25. • eet �a an iron pipe .at the Southern edge of the right-of-way of the
Highway leading ft • W• on to Days Cross Road; thence North 87 degrees 36 minutes East 820.4
feet along said rig r-o ,ray to an Iron pipe;, the point of beginning, containing 20 acres mor
or less according t our : of Cyril C . Waters, Registered Surveyor, September 26, 1959 the
same being a rtion , t - land conveyed to the grantors herein by deed of Sidney B. Allen
and wife , Jes Allen Charles S. Allen, widower, and Burwell A. Allen and Pauline K. Allen
his wife , by d = d dater June 4th, 1957 and recorded at Book, 629 Page 196, Halifax Public
Registry; and be g a rtion of the identical land allotted W.D. Allen and others .by Commiss .on-
ers at Special Pr • ng Book 24 Page 66, Office of the Clerk of the Superior Court of Halifax
County.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appu�liten-
ances thereunto belonging, or in anywise theretinto appertaining unto them, the said parties o
the second part, their successors and assigns, to their only use and behoof in fee simple ab-
solute forever.
And the said parties of the first part, for themselves and their heirs , assigns and
personal representatives , covenant to and with the said parties of the second part , their
successors and assigns, t hat they are seized of said premises In fee , and have a right to con
vey the same in fee simple; that the same are free and clear from all encumbrances , and, that
they do hereby forever warrant and will forever defend the title to the same against the lawf 1
claims of all persons whomsoever.
IN TESTIMONY WHEREOF, the said Walter D. Allen and his wife , Kate M. Allen, parties of
the first part have-hereunto set their hands and seals, the day and year first above written.
Walter D. Allen ( SEAL)
(Revenue Stamps $22.00) Kate M. Allen ( SEAL)
NORTH CAROLINA
HALIFAX COUNTY Y
Personally appeared before the undersigned Notary Public in? and for the County of
Halifax, State of North Carolina, Walter D. Allen and his wife , Kate M. Allen the grantors of
the foregoing deed of conveyance , and each acknowledged before me the due execution of the
same as their act and deed for the purposes therein expressed.
Witness my hand and Notarial Seal, this the 6 day of January, 1960.
(Notary Public Seal) Glenn S. Dickens, Notary Public
My commission expires: 10/28/60.

ages 'o`2� _ 2
NORTH CAROLINA ) SUPERIOR COURT
11ALTRAX COUNTY) Jan. 7 , 1960 "
The foregoing certificate of.-Glonn S._D.ickens• Notary Public. of Halifax County is
adjudged to be in due form and according to lair: Let. the1instrument. witi the certificate be
recorded.
Ellen C . Neathery, Deputy Clerk Superior Court.
Filed for Registration and Recorded 3 o' clock P.M. _ '
Jan. 7, 1960 in Book 648 page 447 "
F.D. Wilson, Register ,of Deeds, Halifak - County. -
;��RIFIE�• ,
• ,•---gib;
ALLEN to HOWELL ET AL TRS
NORTH CAROLINA
HALIFAX COUNTY
THIS DEED,,•made this the 4th"day :of January, 1966, by and betw :n Wa. r D. Allen
and his wife , Kate M. Allen, parties of ,the first part, to Grover Howe' tIT'_.lker Campbell,
Mrs . J.S. Selden, Jacob C . Taylor, H.V. Bounds and Raymond RobLris , , • ust of Weldon School
Unit, parties of the second part; — —
W I THE SSETH:
THAT WHEREAS, said parties of the first part are t% owner of a certain lot- or parcel
of land on the South side of the highway leading from Weldon 1 ay Rross Road said land be-
ing bounded on the 'South and East by Scoco Park .Subdivision on W% t by the lands this day
conveyed to the parties of the second part, and on, the Nor ' �y r - d leading from Weldon
to Days Cross Road, and whereas ,' the, parties of the seco a t h , is day purchased certain
lands adjoining the lands of the parties of the first pa 5 and the • rties of the second part
Intend to construct a high school on their said lands an,, they d: si to connect their water
line with the water line of Martindale Foods , Inc . , and , `ie' as, it would be convenient to
enter upon the lands of the parties of the first part an lay pile for• said water line across
their property,
NOW, THEREFORE,` th parties of the first a f n consideration of the sum
of Five ( $5 .00) Dollars and other good and valuab coy- de - M.ions, the receipt of which is
hereby acknowledged do hereby give , grant and con ay un said parties of the second part a
perpetual right and easement to construct and ntafn oss and upon said land of the parties
of the first part an underground water
line , = din_ fro ;he edge of the property owned by
the parties of the first part near the Scoco Pa S1• division corner at• the highway right of
way in a Southeasterly direction across ,theA s the parties of the first part to the land
of the parties of the second part, together ith = right to go upon ,said lands whenever the
same is reasonably necessary for the purpox - of ins• -cting, maintaining and repairing said
water line .
The parties of the first part re • = = the Lght to tap on�and use said water line .
TO HAVE AND TO HOLD said right an* = sement to• them the said parties of the second
part and their successors in title; i •: ng = reed that the right and easement hereby granted
is appurtenant to and .runs .with the �+ ed by the parties of the ' second part and here�-
inabove referred to.
IN TESTIMONY WHEREOF, said arttez of the first part have hereunto set their hands
and seals the day and year first abc a writ =n.
Walter D. Allen ( SEAL)
Kate M. Allen (SEAL)
NORTH CAROLINA
HALIFAX COUNTY
Personally appeared z undersigned Notary Public in and for the County of
Halifax, State of North Ce l �., Wa r D". Allen and his wife , Kate M•. Allen the grantors of
the foregoing deed of convc ` nc : and each acknowledged before me the -due execution of the
same as their act and deed purposes therein expressed.
Witness my hand an o r ial Seal , this the 6 day of January, 1960.
(Notary Public Seal) , Glenn S . Dickens, Notary Public
My Commission expires: 28/64
NORTH CAROLINA ) SUPERIOR .
HALIFAX COUNTY) Jan. 7 , 19 S
The foregoing certificate of Glenna S. Dickens Notary Public of Halifax County is
J adjudged to be in due form and according to law. Let the instrument with the certificate be
recorded.
Ellen C . Neathery, Deputy Clerk Sup5rior Court.
Filed for Registration and Recorded 3 o' clock P.M.
I, Jan. 7, 1960 in Book 648 page 448
•� F.D. Wilson, Register of Deeds, Halifax County.
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