NCG551769_Application_20200522

el
T
ROY COOPER ) _
1 Governor
MICHAEL S.REGAN � n .
Secretory
S.DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
June 05, 2020
Green Meadows Baptist Church
Attn: Josh Greene, Pastor
1646 NC Hwy 801
Mocksville, NC 27028
Subject: Permit Application
Application No. NCG551769
1646 NC Highway 80
Davie County
Dear Applicant:
The Water Quality Permitting Section acknowledges receipt of your application for a new NPDES WW permit, including
supporting documentation and your check number 2806 in the amount of$60.00 as payment of the application fee. These
items were received in our offices on May 22, 2020. Your application will be assigned to a permit writer within the
Section's NPDES WW permitting branch. The permit writer will contact you if additional information is required to
complete evaluation of your application. Your timely and direct response to any such request will help to expedite the
review process. Please note that acceptance of the application does not guarantee a NPDES permit will be issued for the
proposed activity. A permit will only be issued following a complete review of the application, concluding the proposed
discharge is allowable per applicable statutes and rules.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deq.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sincerely
SityPoncitA_
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
cc: Donald L. Munday-Piedmont Design Assoc., P.A.
ec: WQPS Laserfiche File w/application
DE
, North Carotina Department of Envnronn+entai Qua'irty I D,anson of Water Resources
-�� W natonSa ern Ra Torre Qffce 1450 West Hanes Ivy
Road,Su to 3DD I WinstonSi en,North Carat+ns 27105
'°'"�r" 336 77e-9800

PIEDMONT DESIGN ASSOCIATES, P.A.
125 East Plaza Drive, Suite 101 Engineering
Mooresville, NC 28115 Surveying
Telephone[phone] Fax[phone] Planning
Email: dmundaypdapa.com
May 12, 2020
NCDEQ/ DWR/ NPDES RECEIVED
Attention: John Hennessy, Supervisor
Compliance and Expedited Permitting Unit MAY 2 2 2020
1617 Mail Service Center
Raleigh, North Carolina 27699-1617 NCDEQ/DWR/NPDES
Attn: John Hennessy
Green Meadows Baptist Church
Request for Coverage Under NCG55000 &Authorization to Construct
Mocksville, Davie County, NC
Dear Mr. Hennessy:
This letter serves as a formal Request for Coverage Under NCG55000 &Authorization to Construct.
The Owner, Green Meadows Baptist Church is requesting a general permit to construct a septic tank
system with a secondary treatment system consisting of a recirculating textile filter and UV disinfection
prior to discharge. Due to setbacks, soil depth, &limiting topography,the only option for this site is for a
discharge into an unnamed tributary that traverses the property.
Adjacent properties have been investigated for subsurface and surface disposal systems by Adrian
Pruett, LSS with Carolina Soil and Septic Consulting, PLLC. Davie County Manager has provided us with
written documentation that no sewer is available in the area and is not planned for any extension in the
foreseeable future.
Attached are the required documents for a General Permit for a system to serve a flow equalized system
to serve an existing church with a failing septic system. The daily design flow to be discharged is 975
GPD (Gallons per Day), however, we anticipate that actual daily flows will be significantly lower.
This wastewater collection, treatment and disposal system is designed to utiltize the existing collection
system, existing septic tank to be converted to a grease tank, a new septic tank with baffle and effluent
filter,flow equalization tank, recirculation tank, Orenco Advantex AX100 treatment unit,which consists of
a recirculating textile filter with(2)gravity dosed ultraviolet light at outlet in series. Discharge from the unit
will pass over riprap cascade aeration prior to discharge.
We are providing the following supporting documentation as requested for the NPDES for the above
referenced project. Items with"0"correspond to NCG5500000 N.O.I. instructions as shown on page 5 of
the application.
(A) One original and two copies requesting Request for Coverage Under NCG55000 (this letter)
(B) A signed and completed original and two copies of the Notice of Intent application.
(C) A check payable to NCDEQ in the amount of$60.00.
(D) One set of plans, specifications, calculations &supporting material of proposed treatment&
disposal system.
(E) Documentation from the applicant showing that the Engineer has been designated an authorized
representative of the applicant.

(F) Final plans for the treatment system have been signed and sealed by Donald L. Munday, PE, a
North Carolina Registered Professional Engineer and stamped-"Final Design-Not Released for
Construction".
(G) Final specifications for all major treatment components have been signed and sealed by Donald
L. Munday, PE, a North Carolina Registered Professional Engineer and include a narrative
description of the treatment system to be constructed.
We look forward to working with you on this project. If we can be of any assistance during the review
process, please do not hesitate to call.
Yours truly,
Piedmont Design Associates, P.A.
pi7/414,7"
•
Donald L. Munday, PE
N. C. Registration No. 17327
cc. Mr. Josh Greene, Pastor, Green Meadows Baptist Church

National Pollutant Discharge Elimination System FOR AGENCY USE ONLY
(NPDES) Date Received
Division of Water Resources
Application for SURFACE DISCHARGE Year Month Day
Environmental Certificate of Coverage (COC)Under aoaO 05 1 90.
Quality
General Permit NCG550000 Certificate of Coverage(COC)
For Single-Family Residences and Similar Discharges NCG 55 1 -1 (e 9
100%-domestic wastewater-<1,000 gallons per day Check# Amount
Assigned to:
The Division of Water Resources will not accept an application package unless all instructions are followed.
Failure to submit all required items may result in the application being returned. For more information, visit
the Water Quality Permitting Section's NPDES Permitting Unit website. (Press TAB to navigate form)
1. Regional Office Contact: Please contact your DWR Regional Office before submitting this
application.If you have not met with your appropriate DWR Regional Office Representative,the
application will be returned.
Please list the DWR Regional Office representative(s)with whom you have discussed this project:
Name(s): Kelly Park,WSRO Date: 6/10/2019
2. Owner's Contact Information:
Applicant Type: ❑ Individual ® Corporation 1 1 Partnership
Owner Name and Title: Green Meadows Baptist Church (Josh Greene, Pastor)
Street Address: 1646 NC Highway 801
City: Mocksville State: NC Zip:27028 -
Telephone#(H): N/A Telephone#(W): 336-345-3057
Cell/Mobile#: N/A Email: josh( greenmeadowsbc.org
3. Location of Facility Producing the Discharge: Please list the address of the facility. If facility is not yet
constructed,give street address or lot number.
Street Address: 1646 NC Highway 801
City: Mocksville State: NC Zip: 27028-
County: Davie
Telephone#: [phone] Cell/Mobile#: N/A
Website: https://www.gmbc.life/
4. Site-Location Narrative:
Please describe how to get to the facility from the nearest town,major highway or identifiable roadway
intersection(use street names, state road numbers,and/or distances and directions).
Green Meadows Baptist Church is located north of I-40 in Davie County off Hiehwav 801
approximately 1,500 feet west of Spillman Road on left side of road.
Page 1 of 7 Revised:A. Orlando NPDES 21Sept2017

Application for Certificate of Coverage (COC) and/or Authorization to Construct (ATC)
under General-Permit NCG550000
5. Describe the nature of the project. ["New" means has not yet been physically constructed, "existing"
means system already physically exists. Please see 15A NCAC 02H .0103(11) for further clarification].
❑ Installation of a New Wastewater Treatment System (If yes, skip to Number 9.)
❑ Expansion of an Existing Wastewater Treatment System (for example,adding bedrooms) (If yes,
skip to Number 9.)
® Replacement of an Existing Wastewater Treatment System (If yes, go to Number 6.)
6. Describe the Existing Wastewater Treatment System:
® Conventional Septic Tank/Leach-field—Discharge to Sub-Surface Soils. If previously permitted,
please attach a copy of the permit or enter the permit number 7599
If you are not aware of an existing permit, check here. ❑
❑ Sandfilter—Discharge to Surface Waters [or other,as defined 15A NCAC 02H.0103(11)]. If
previously permitted, please attach a copy of the permit or enter the permit number
If you are not aware of an existing permit, check here. ❑
n Filter Media System (Pod System)—Discharge to Surface Waters [or other, as defined 15A NCAC
02H.0103(11)]. If previously permitted, please attach a copy of the permit or the permit number.
If you are not aware of an existing permit, check here. n
n Other
❑ Check here if submitting proposal for a new system or if no treatment system exists.
7. Check all EXISTING wastewater treatment components:
® Septic tank ❑ Dosing tank ❑ UV disinfection
n Primary sand filter n Secondary sand filter ❑ Recirculating sand filter(s)
❑ Chlorination n Dechlorination ❑ Other components:
❑ Self-Contained POD system [describe]
® Leach Field
n Post Aeration (speck type)
8. Provide Details of Single-Family Residence(SFR) or Similar Facility:
a) Type of facility:
❑Residential ❑ Commercial
®Other: Church
b) Amount of wastewater discharged:
- Residential: Number of bedrooms x 120 gallons per bedroom =
gallons per day(flow)
- Commercial: How many employees?(25 gpd/person)
3 Emp. @ 25 G/D Ea. & 600 Seats @ 5 G/D/Seat(Discharge Flow Equalized @ 975 G/D)
Page 2 of 7 Revised:A. Orlando NPDES 21Sept2017

Application for Certificate of Coverage (COC) and/or Authorization to Construct (ATC)
under General-Permit NCG5S0000
c) Is your existing treatment system failing? Yes ® No ❑
d) Has the Health Department formally condemnedyour existing system
"unsuitable for repair?" Yes ® No ❑
X If yes,please name the Health Department[local,county,or state],and provide the site-
inspection date [attach Health Department's judgement letter, if available]: 3/20/2019
X If previously permitted [local,county,or state],provide permit number and date issued[attach
copy, if available]: 10/12/1967 &7/14/1995
9. Check all PROPOSED new system components
® Septic tank ®Dosing tank ® UV disinfection:
❑ Primary sand filter ❑ Secondary sand filter ❑ Recirculating sand filter(s)
❑ Chlorination ❑Dechlorination ❑ Other components: Click here to enter text.
/ZI Self-Contained POD system [describe] Orenco AX-100 Textile Filter(Recircuuating)
Post Aeration (spec fy type) Rip-Rap Cascade Outfall
• Proposed Modifications to Existing Treatment System-Explain in detail the nature of the
modification.Attach all site maps,plans and specifications, signed by an NC Certified Engineer.
If prepared by others,plans must conform to 15A NCAC 02H.0139.
Convert existing septic tank to grease tank from fellowship hall kitchen
® Proposed New Treatment System for Surface Discharge(not constructed)-Attach all site maps,
plans and specifications,to be signed by an NC Certified Engineer. If prepared by others,plans
must conform to 15A NCAC 02H .0139.
New septic tank,flow equalization tank, recirculation tank,recirculating textile filter,UV
disinfection, rip-rap cascade outfall for post aeration
Expanding Flow?-Do you propose to increase permitted or existing flow? ❑Yes ® No
Provide details of the Proposed NEW Discharge [Flow and Source Water]:
❑ Check if same as 6.
Existing: Amount of wastewater currently discharged: Number of bedrooms x 120
gallons per bedroom= 975 gallons per day to be permitted(design flow)
Expanding: Amount of wastewater proposed to be discharged:Number of bedrooms x
120 gallons per bedroom= gallons per day to be permitted(design flow
10. Evaluate Alternatives to Discharge to Waters of the State.Please address the feasibility of
discharge alternatives as instructed in the NCDEQ Engineering Alternatives Analysis(EAA)
Guidance Document found here. (Note:Evaluation for endangered species is not required.)
a) Connection to an Existing Wastewater Treatment System-Provide the distance
to the nearest connection,such as a regional or municipal sewer system,and the
Page 3 of 7 Revised:A. Orlando NPDES 21 Sept2017

Application for Certificate of Coverage (COC) and/or Authorization to Construct (ATC)
under General-Permit NCG550000
estimated cost per foot to connect including fees. Not available per Davie
County Manager Letter(Attached)
b) Land Application—Assess the land application disposal alternatives such as spray
irrigation,drip irrigation, individual/community onsite subsurface systems, and/or
innovative ground-absorption. Questions to consider:
(1) Are on-site soils suitable for land application? Yes ❑ No El
(2) Is there sufficient area on-site? Yes ❑ No
c) Wastewater Reuse—Evaluate reusing all or a portion of the wastewater
generated, such as for golf course irrigation,crop irrigation(e.g.,hardwood or
pine plantation,grasses),athletic field irrigation, landscape uses,and/or
commercial/industrial uses. Soil depth not sufficient per Adrian Pruett,LSS
of Carolina Soil and Septic Solutions,PLLC
d) On-Site Soil Evaluation—Submit an evaluation of the soils on-site,
documented by a certified report from a NC Professional Soil Scientist, or by
your local or county health department report(if available).See denial letter
by Davie County Environmental Health and on site and offsite
investigation documentation by Adrian Pruett,LSS of Carolina Soil and
Septic Solutions,PLLC
e) Cost of Alternatives—Provide an estimation of the cost of each discharge
alternative or combination of alternatives.N/A
11. Provide Regional Information: Please provide the following information.If you need assistance in
obtaining this information,please contact your local DEQ regional office.
a) Stream Classification-Verify the stream classification for the nearest downgradient named
waterbody. The NC Surface Water Classification map can be found by clicking here.
WS-IV
b) Is it a High-Quality Water?If so, check if it is by definition or by designation?In order to check
this,ask the Planning Unit.
No.
c) Map-Provide a map locating the nearest downstream waters-of-the-State(i.e.where the effluent
reaches an unnamed tributary,creek, stream,river,or lake via any surface-water conveyance).
See Attached.
d) Site Evaluation-Contact DEQ's local Regional Office for a site evaluation to confirm the
proposed discharge flow path to the nearest waters-of-the-State. The wastewater/stream
confluence and stream class must be verified in the field by DEQ's Regional Staff. Please list the
Regional Office staff member you contacted for the inspection. Email sent to WSRO
representative April 3,2020
e) Flow Path-Display graphically the flow path of the discharge to the nearest surface Waters of
the State. Document any potential hydrologic trespass or right-of-way infringement on any
neighboring property(i.e. note all properties encountered prior to reaching waters-of-the-State).
See plan sheet U-2
Page 4 of 7 Revised:A. Orlando NPDES 21Sept2017

Application for Certificate of Coverage(COC) and/or Authorization to Construct(ATC)
under General-Permit NCG550000
f) 7Q10/30O2 Estimate-Contact USGS J. Curtis Weaver(919-571-4043)to provide the estimated
7Q10 and 30Q2 stream-flow estimates for the first downstream point-of-contact with waters-of-
the-State.
See attached.
11. Certificates of Coverage/Notices of Intent to Discharge/Authorizations to Construct-Check ALL of
the following information has been provided. Incomplete Applications will be returned.
® An original letter[two(2)copies]requesting coverage under NCG550000.
® This application [two(2)copies].Your signature on this application,certifies that you are legally
responsible for the proposed treatment system(see page 6 of 6)for the COC/NOI/ATC.
® A check or money order for$60.00 permit fee made payable to NCDEQ.
12. Additional Application Requirements
a) Narrative Description of the treatment system.This narrative should present treatment components
in order of flow—influent to outfall, including anti-erosion structures and sample-port location(s).
b) Final Plans and Specifications for a wastewater treatment system shall be signed by a North
Carolina-registered Professional Engineer, or if prepared by others,must conform to 15A NCAC
02H.0139. All documents are to be stamped "Final Design-Not Released for Construction."
Submittal shall include a site map showing the proposed outfall and the effluent proposed path to
surface waters-of-the-State.(see Item 1 for location verification by DWR Regional Office staff)
c) Submittals by a Consulting Engineer or Engineering Firm shall include:
1. A copy of your written authorization to represent, signed by the legal
permit Applicant; and
2. Upon completion of proposed work,a signed copy of DWRs Engineer's
Certification form attesting that the project was completed in accord
with the DWR approved COC/ATC, as issued.
*******************************************************************************
CERTIFICATION
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true,complete,and accurate.
Printed Name of Person Signing: J . G/e&\Q
Title: 4e,A; 0/ j�G,4-kv
(Please rev' 15A CAC 02 .0106 a for definition of authorized signing officials)
April 3,2020
(Signatzrr of Applicant) (Date Signed)
Page 5 of 7 Revised:A. Orlando NPDES 21 Sept2017

Application for Certificate of Coverage (COC) and/or Authorization to Construct (ATC)
under General-Permit NCG550000
Page 6 of 7 Revised:A. Orlando NPDES 21 Sept2017

Application for Certificate of Coverage (COC) and/or Authorization to Construct (ATC)
under General-Permit NCG550000
NOTE: Treatment System Maintenance is Required-Upon receiving a Certificate of
Coverage/Authorization to Construct(COC/ATC),the Division recommends that the Permittee solicit
manufacturer-certified training,or solicit a qualified contractor or service to regularly inspect and
maintain this treatment system. The Permittee is responsible under this COC/ATC to maintain all
components of the approved treatment system,designed to meet Surface Water Quality Standards [see
attached Operation and Maintenance Agreement].
Compliance duties include:
• paying your annual fee [due on the anniversary of COC/ATC effective date],
• following the manufacturer's guidelines,
• conducting and documenting inspections, in compliance with General Permit NCG550000,
• establishing sources for OEM spare parts and supplies,
• taking discharge samples for analysis,and logging the results,
• making necessary repairs,documenting said maintenance in logs, and
• keeping logs onsite for the life of the permit,available for DWR inspection.
North Carolina General Statute& 143-215.6B provides that:
Any person who knowingly makes any false statement representation,or certification in any application,record,
report,plan,or other document filed or required to be maintained under this Article or a rule implementing this
Article; or who knowingly makes a false statement of a material fact in a rulemaking proceeding or contested
case under this Article; or who falsifies, tampers with, or knowingly renders inaccurate any recording or
monitoring device or method required to be operated or maintained under this Article or rules of the Commission
implementing this Article,shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed ten
thousand dollars($10,000). 18 U.S.C. Section 1001 provides a punishment by a fine or imprisonment not more
than 5 years,or both,for a similar offense.
Application must be accompanied by a check or money order for$60.00
made payable to:
NCDEQ
• • • • •
Mail this application and one copy of the entire package (with check) to:
NCDEQ/DWR/NPDES
Attention: John Hennessy, Supervisor
Compliance and Expedited Permitting Unit
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
Attn: John Hennessy
Note: Submission of this document insures DWR's consideration, but does not
guarantee issuance of a Certificate of Coverage/Authorization to Construct.
Page 7 of 7 Revised: A. Orlando NPDES 21Sept2017

�, 1 1646 NC Highway 801 N
reen7'vfeatiowi' Mocksville,
NC 3022
Baptist Church greenmeadowsbc.org
April 3,2020
NCDEQ/DWR/NPDES
Compliance and Expedited Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Green Meadows Baptist Church
Wastewater Treatment&Disposal System
1646 NC Highway 801
Mocksville, Davie County, North Carolina
To Whom It May Concern:
Designation of Registered Professional Engineer as legal representative of Owner for this General Permit
submittal:
I, O G-letrl Q , '$ V D/ "PASThereby designate
Print Name of Owner Title
70/N6.1 J L.. M otAcL ) Pe as my legal representative for
Print Nam of Registered Professional Engrfieer
purpose o this e j .I Permit Submittal.
iSignature of Owner Date
"Changing the World for Christ„

—:. ""/ `IL:I '�Old \ D.1.b
' t" • DAVIE COUNTY HEALTH DEPARTMENT X.
IMPROVEMENTS PERMIT AND CERTIFICATE OF COMPLETION• -
> ^?;NOTE:tasuedinComplianceWithArticleIlofG.S.Chapter130a Rya ,fw'/ /
Sy ltdry Sewage Sys1tems ��f� ./Pi eAr r•••y A/! ° Permit Number
• Name ?l'•lr 1 ,r�'1�6. ,yam` ".'—'..1twate_!�"j'!(ry ,( /N2 7599
• Location /4fr"" ' y. /4/e,"/ / PTV/1 �l why- 'Jele•, r'
1.Subdivisio;Name. ' • Lot No._ Sec.or Block No,
i Y.' i >e+�
.
Lot Size • -� House Mobiio dome___ Business ,___.�_.Industry
' No.Bedrooms No.Baths.........2 `'No,in Family /j4�+Y,vr�.JPubIic Assembly //Other
,j •
Garbage Disposal YES 0 NO 'Specifications for S stem: 4., U.tIK =
Auto Dish Washer YES 0 NO ©�lj7 r
Auto Wash Ma^hive YES 0 NOj / ;t'Q!
Type Water Supp!Y---
in
`This permit Void it sewage system described belo of in to ed (thin 6 years from date of issue. n'
This pergla is subject to revocation it site plans . t irate u change. r6
ll m
cn
I o
(is
o
2
- . tv
. -- 9
i Co
•. Li N
fiL.----
`'.{. 'i�••i ir""°.. •+" .
.., '•
r k• c
•
is
.r^ (� 1 •
a
Improvement•er 't by / •- =
l in
f
*Contact a representative of the Davie County Health Department for final in • rio em between 8:30-9:30 A,M., _
1.40-1:30 P.M.or 4:30-5:00 P.M.on day of comptet.on.Telephone Number: I • co
_
•-�' 4
Final installation Diagram: System instal.•. • ,_�ilA.�f -1*.'ra-
t
1 rJ
•!-- •,-/42,1471 • 7%-;/,
E
cs
co
,,ter ç
J— Q
r
Certificate of Completion /L)""',l ,s1+tDate._'7/Z21/ i
•The signing of this certificate shall indicate that the system described above has bee0'fnstalled in comp(jance with
the standards set forth in the above regulation,but shall In NO way be-taken as a guarat]jee that the system rltl,tunctton I__Packet Pg. 19
salisfactority torery given period of time.

ti
1 4,7 "tyte
CLC
I_1
E
.►
Er
Attachment: Church SUP supporting docs (SUP 2019-02 Green Meadows Baptist Church)

(OHM Ist;deg smopeavy uaa.10 ZO-66OZ dits) snap 6uiioddns df1S yainy0 :;uawyaeub
,Q N
p a
a;
Y
A
a
DA COUNTY HEALTH DEPARTMENT SEPTIC TANK PERMIT
No, of Bedrooms �/-�` -�� Date
This permit is granted to _„,�'f - / for the installation of a septic tank'
:t the residence of Address t}'Z( �4�j NiC .
• Building Contractor 4 Address
Septic Tank Specifications : Length Width Depth Capacity Gal.
Manufacturer' s Name A Address f , /1 , C ,
' No. of lines width ,3 C in. Total Length r&oa ft. No. of Sq. Ft. G D o
Type of filter material { eT , O t .."4 ;t_ i o Total tons used b'D7'
Minimum Requirements: HouseT ailer Tank Cap. 800 S 9.. ft. line 4t00
q
Two-bedroom house 800 0-9y
Three bedroom house •-00 900
No one shall install a septic tank in Davie County without a permit from the Health Officer
or his agent.
Date of final approval e,r.,4., (a j? 6 Signed: ?C6/9/ r r Sanitarian
I hereby certify that the above septic tank has been installed according to specifications .
Signed: 4 fi,E _
septic Tank Contractor
Note: Make sketbh of disposal system on back of sheet and mail to Health Center, Mocksvi.11e.

Davie County
Department of Public Health NCPH
•
Health Director Director,Environmental Health J EILLILLEILI r
North Carol*Pac Haab
Everyffitra MO*tiriBodA
March 25,2019
Green Meadows Baptist Church-Marty Carter
1646 NC Hwy 801 North
Mocksville,NC 27028
Re: Application for improvement permit for Tax Lot; Tax Block; Property Site
1646 NC Hwy 801 North,Mocksville_; Health Departmentfile N 2. 62 2.6,1 _
Dear Green Meadows Baptist Church-Marty Carter:
The Davie County Health Department,Environmental Health Division on 03/20/2019
evaluated the above-referenced property at the site designated on the plat/site plan that accompanied
your improvement permit application. According to your application the site is to serve a
CHURCH with a design wastewater flow of 999 gallons per day.
The evaluation was done in accordance with the laws and rules governing wastewater systems in North Carolina
General Statute 130A-333 including related statutes and Title 15A, Subchapter 18A, of the North Carolina
Administrative Code,Rule. 1900 and related rules.
Based on the criteria set out in Title 15A, Subchapter 18A,of the North Carolina Administrative
Code, Rules .1940 through .1948,the evaluation indicated that the site is UNSUITABLE for a
sanitary system of sewage treatment and disposal. Therefore,your request for an improvement permit
improvement permit is DENIED. A copy of the site evaluation is enclosed. The site is unsuitable
based on the following:
Xj Unsuitable soil depth(Rule.1943)
X Presence of restrictive horizon(Rule.1944)
Insufficient space for septic system and repair area(Rule .1945)
These severe soil or site limitations could cause premature system failure, leading to the
discharge of untreated sewage on the ground surface, into surface waters, directly to ground water
or inside your structure.
210 Hospital Street•P.O.Box 848•Mocksville,NC 27028
336-753-6780 • FAX [phone]

The site evaluation included consideration of possible site modifications, and modified,
innovative or alternative systems. However,the Health Department has determined that none of
the above options will overcome the severe conditions on this site. A possible option might be a
system designed to dispose of sewage to another area of suitable soil or off-site to additional
property.
For the reasons set out above, the property is currently classified UNSUITABLE, and no
improvement permit shall be issued for this site in accordance with Rule .1948(c).
However,the site classified as UNSUITABLE may be classified as PROVISIONALLY
SUITABLE if written documentation is provided that meets the requirements of Rule .1948(d).
A copy of this rule is enclosed. You may hire a consultant to assist you if you wish to try to
develop a plan under which your site could be reclassified as PROVISIONALLY SUITABLE.
You have a right to an informal review of this decision. You may request an informal
review by the soil scientist or environmental health supervisor at the local health department.
You may also request an informal review by the North Carolina Department of Health and Human
Services regional soil specialist. A request for informal review must be made in writing to the
local health department.
You also have a right to a formal appeal of this decision. To pursue a formal appeal,you
must file a petition for a contested case hearing with the Office of Administrative Hearings,6714
Mail Center,Raleigh,N.C. 27699-6714. To get a copy of a petition form,you may write the
Office of Administrative Hearings or call the office at(919)431-3000 or from the OAH web site
at www.ncoah.com/forms.htm . The petition for a contested case hearing must be filed in
accordance with the provision of North Carolina General Statutes 130A-24 and 150B-23 and all
other applicable provisions of Chapter 150B. N.C. General Statute 130A-335 (g)provides that
your hearing would be held in the county where your property is located.
Please note: If you wish to pursue a formal appeal,you must file the petition form with the
Office of Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS LETTER.
The date of this letter is March 25,2019. Meeting the 30 day deadline is critical to your right to a formal
Qnrgaai
If you file a petition for a contested case hearing with the Office of Administrative
Hearings, you are required by law(N.C. General Statute 150B-23)to serve a copy of your petition
on the Office of General Counsel,N.C. Department of Health and Human Services, 2001 Mail Service
Center, Raleigh,N.C. 27699-2001.
Do NOT serve the cony of the petition on your local health department. Sending a coo/of
your petition to the local health department will NOT satisfy the legal requirement in N.C. General
Statute 150B-23 that you send a copy to the Office of General Counsel,N.C. Department of Health
and Human Services.

You may call 336-753-6780 or write the local health department if you need any additional
information or assistance.
Sincere ,
Signature o thorized A nt- HHSS G
44
Enclosures: (Enclose copy of site evaluation)
(Copy of Rule .1948)
Shared/EnvHltt✓Septic/DeeDOCX3WXXX,

15A NCAC 18A.1948 SITE CLASSIFICATION
(d) A site classified as UNSUITABLE may be used for a ground absorption sewage
treatment and disposal system specifically identified in Rules .1955, .1956, or.1957 of
this section or a system approved under Rule .1969 if written documentation, including
engineering,hydrogeologic,geologic or soil studies, indicates to the local health
department that the proposed system can be expected to function satisfactorily. Such
sites shall be reclassified as PROVISIONALLY SUITABLE if the local health
department determines that the substantiating data indicate that:
(1) a ground absorption system can be installed so that the effluent will be
non-pathogenic, non-infectious, non-toxic, and non hazardous;
(2) the effluent will not contaminate groundwater or surface water;and
(3) the effluent will not be exposed on the ground surface or be discharged
to surface waters where it could come in contact with people,animals,
or vectors.
The State shall review the substantiating data if requested by the local health
department.
History Note: Authority G.S. 130A-335(e);
Eff July 1, 1982;
Amended Eff April 1, 1993;January 1, 1990.

4 COtz
A7'
titi' County Manager
PC
Davie County Government DavieCountyNC.gov
123 S. Main Street I Mocksville, NC 27028 1336.753.6003 O
4/30/19
Pastor John Greene
Green Meadows Baptist Church
1646 NC Highway 801 North
Mocksville, NC 27028
Pastor Greene,
Thank you for contacting me regarding the plans for your church renovation and expansion
at Green Meadows Baptist Church located at 1646 NC-801 in Mocksville, NC.
I understand that you and your facility chairman, Mr. Marty Carter, are interested in
securing additional sewer capacity as part of your planning process. Unfortunately, our
Public Utilities Department does not service your area. As a result, this requires citizens in
your locale to have their own septic system in place. Davie County does not plan to extend
sewer service to you area as part of our Master Utilities Expansion Plan. Therefore, you
will need to continue to plan for the installation of your own system as part of your future
renovation and expansion.
Please let me know if you have any questions.
Respectfully,
I4J
John K. Eller IV
Davie County Manager
Doyle
1 'C.ounty

Attachment A. Local Government Review Form
General Statute Overview: North Carolina General Statute 143-215.1 (c)(6)allows input from local governments in the issuance
of NPDES Permits for non-municipal domestic wastewater treatment facilities. Specifically, the Environmental Management
Commission (EMC) may not act on an application for a new non-municipal domestic wastewater discharge facility until it has
received a written statement from each city and county government having jurisdiction over any part of the lands on which the
proposed facility and its appurtenances are to be located. The written statement shall document whether the city or county has a
zoning or subdivision ordinance in effect and(if such an ordinance is in effect)whether the proposed facility is consistent with the
ordinance. The EMC shall not approve a permit application for any facility which a city or county has determined to be
inconsistent with zoning or subdivision ordinances unless the approval of such application is determined to have statewide
significance and is in the best interest of the State.
Instructions to the Applicant: Prior to submitting an application for a NPDES Permit for a proposed facility, the applicant
shall request that both the nearby city and county government complete this form. The applicant must:
• Submit a copy of the permit application(with a written request for this form to be completed)to the clerk of the city and
the county by certified mail,return receipt requested.
• If either (or both) local government(s) fail(s) to mail the completed form,as evidenced by the postmark on the certified
mail card(s),within 15 days after receiving and signing for the certified mail, the applicant may submit the application to
the NPDES Unit.
• As evidence to the Commission that the local government(s) failed to respond within 15 days,the applicant shall submit a
copy of the certified mail card along with a notarized letter stating that the local government(s)failed to respond within the
15-day period.
Instructions to the Local Government: The nearby city and/or county government which may have or has jurisdiction over
any part of the land on which the proposed facility or its appurtenances are to be located is required to complete and return this
form to the applicant within 15 days of receipt. The form must be signed and notarized.
Name of local government COLA Y\ n.� j4 )L
(Ci County)
Does the city coun ., e jurisdiction over any part of the land on which the sed facility and its appurtenances are to be
located? Yes ►'4 14o[ ] If no,please sign this form,have it notarized,and return it to the applicant.
Does the ci county ave in effect a zoning or subdivision ordinance? Yes 4 No[ I
If there is a zoning or subdivision ordinance in effect,is the plan for the proposed facility consistent with the ordinance? Yes[ ]
No)g
Date C' I 1/7/�q 1 Signature \
(City\Mai e ,ounty Manager) Jel, It le r
State of o yVt,2 k - LS..tt 1) (4Q_ ,County of I.
On this 1. day of p(pukdk>or ,aO) 1,personally appeared before me,the said
name -Di)\el rm SL, to me known and known to me to be the person described in
and who executed the foregoing document and he(or she)acknowledged that he(or she)executed the same and ling duly sworn
by me,made oath that the statements in the foregoing document are true.
My Commission expires g- 3- a O a 0 .(Signature of Notary Public) tl/-A
Notary Public(Offi is Seal)
```NOS Iplt to
��4P�� TAR T�0,i;',
CO' �O Y
MY
COMMISSION EXPIRES E.
12_ 3-ava0 is
EAA Guidance Document Revision:April 2014 V 41
Page 8 of 8 '',Q9` PUBLA0 �,,,,,
ii,T, C�OU14CAO�`.

1
Prepared by and return to Davie County, 298 E Depot Street, Mocksville, NC 27028
NORTH CAROLINA
DAVIE COUNTY
DAVIE COUNTY, NORTH CAROLINA
SPECIAL USE PERMIT
On the date(s) listed below, the Board of Adjustment of Davie County met and held a public hearing to
consider the following application:
Applicant: Green Meadows Baptist Church_______,
Record Owner(s): Green Meadows Baptist Church
Property Location: 1646 NC HWY 801 N Mocksville,NC 27028
Tax Map & Parcel # C60000002I Acreage: 8.6 acres
Deed Reference: BOOK 1076 , PAGE 866
Type and Intensity of Use: Package Treatment Plant
Board Meeting Date(s): November 18, 2019
Approval Date: November 18,2019
SECTION 1. FINDINGS: Having heard all of the evidence and arguments presented at the hearing the
Board of Adjustment finds and determines that the application is complete, and subject to the conditions
imposed below,the following findings are made:
1. The existing use is a church and their customary related uses including cemeteries on a tract of
land approximately 8.69 acres in size, located at 1646 NC HWY 801 North and is presently zoned
Residential-Agricultural,and Residential-20 located in northern Davie County in an area
comprised generally of single-family housing and open/agricultural lands.
2. The property is presently occupied by a church and cemetery.
3. The application as presented was complete, and due notice was given of the hearings in this
matter.
4. The property is presently owned by Green Meadows Baptist Church Inc.
5. The property is served by public water and a private septic system.
6. North Carolina Highway 801 North is a state maintained road.
7. Package Treatment Plants in the R-A and R-20 zoning district are allowed with the approval of a
Special Use Permit.
8. The Davie County Land Use map identifies the property as Rural Residential.
9. The Davie County Growth Enhancement Strategy identities the site as a Rural Growth Area.
10. That the Special Use will not materially endanger the public health or safety, if located where
proposed and developed according to the plan as proposed;

11. That the Special Use will not substantially injure the value of adjoining or abutting property,or that
the use is a public necessity.
12. The Special Use will be in harmony with the area in which it is to he located and will be in general
conformity with the plan of development of the county.
13. The proposed use/project will be consistent with the Davie County Land Development Plan and/or
other adopted plans and policies.
14. The use meets ail required conditions and specifications
1.5. If the specified conditions addressed in the special use permit arc violated, the permit shall he
revoked and the use will no longer be allowed. Only by reapplying to the Board of Adjustment for
another special use permit and receiving their approval can the use be again permitted
16. The development of the property shall proceed in conformity with all plans and design features
submitted as part of the Special Use Permit application and kept on file by the Davie County
Development Services Department.
SECTION 2. CONDITIONS: Now, therefore, the application to make use of the above described
property for the purpose indicated is hereby approved and granted, subject to all applicable provisions of
the Davie County Zoning Ordinance,Section 3 of this permit,and the following special condition(s)which
the Board of Adjustment finds to be in the public interest:
1. The surface discharge septic system proposed by petitioner must be properly permitted by the
state of North Carolina,and a copy of such permit must be provided to Davie County Development
Services
SECTION 3. VESTED RIGHTS. Approval of this permit confers upon the property the right
to develop with the type and intensity of use as herein described and as shown on the approved
site plan. Development of the property, however, shall be subject to any and ail future
amendments to the Davie County Zoning Ordinance which do not affect the type and intensity of
use (e.g. landscaping, design standards, screening, etc.) as herein approved.
SECTION 4. SEVERABILITY. Invalidation of any one or more of these conditions shall not adversely
affect the balance of said conditions,which shall amain ill ce id
By: •
, 7--
Wayne Webb,Chairman
Board of Adjustment
Attest: ��,//
__, �,s /4 Date: it - Z to — /4
Andrew Meadwell, Clerk
Board of Adjustment
Note: If you are dissatisfied with the decision of this Board,an appeal may be taken to the
Superior Court of Davie County within 30 days after receipt of this order.
Page 2 of 2—NOT TO BE SEPARATED
This page is an integral part of the Special Use Permit Issued 11/18/2019 by the Davie County Board of
Adjustment, Mocksville, NC.

CAROLINA SOIL & SEPTIC
CONSULTING, PLLC
P.O. BOX 1703, Mooresville, NC 28115
[phone] [e-mail]
NC Licensed Soil Scientist,SC Professional Soil Classifier,
Certified Septic System Operator,Licensed Septic Installer,
Certified Septic Inspector
September 13,2019
Project Name: 19073
Green Meadows Baptist Church
1646 NC Hwy 801 N
Mocksville,NC 27028
Preliminary soil evaluation for an onsite waste water system located on -8.69 acres (Parcel# 5852590491)
and 19.71 acres (Parcel#5852496776) as described and located in Davie County,North Carolina.
Dear Green Meadows Baptist Church:
Carolina Soil&Septic Consulting,PLLC,performed a soil investigation on the parcels referenced above(See Soil
Map). The evaluation was performed at your request as part of the preliminary planning process to evaluate the soil
suitability for an onsite subsurface wastewater disposal system. Fieldwork performed on April 17,2019 and May 14,
2019.
The location was traversed to observe elements of the landscape(slope,drainage patterns,complex topography,etc.)
as well as soil conditions(depth,texture,structure,seasonal wetness,restrictive horizons,back fill,etc.)through the
use of 20 evaluation pits. The site was evaluated during moist soil conditions. These observations of the site were
used to identify areas relative to subsurface disposal of wastewater. The soil/site evaluation criteria used is that
contained in 15 A NCAC 18A.1900"Laws and Rules for Sewage Treatment and Disposal Systems".
FINDINGS
This site is located in the northeastern area of Davie County approximately 4.23 miles northwest of the Town of
Bermuda Run,located in the Farmington Township. The NRCS Davie County Soil Survey classifies soils on the
evaluated sites as Enon fine sandy loam and Mecklenburg clay loam. These soils were formed in material weathered
from mafic or intermediate crystalline rocks such as gabbro,diorite,hornblende schist or diabase.
Identified soils were most closely related to Enon Soil Series on the Green Meadows Baptist Church property(PIN
5852590491). The soils contained a shallow dark brown clay loam surface over expansive yellowish brown,brown or
strong brown expansive clay subsoil. Multicolored saprolite was encountered within all pits at depths ranging from
19 inches to 51 inches. Within the saprolite horizons common expansive clay veins,Chroma 2 clay/clay veins and
weathered rock were identified. In addition to the saprolite in Pits 1,2,4 and 6,rock and weathered rock occurred at
depths ranging from 11 inches to 38 inches. All available soil area was evaluated except for the northwest quadrant.
This area was unable to be evaluated due to standing surface water and the machines inability to access the site due
to sinking into the soil.
On May 14,2019 the adjoining property(PIN 5852496776)was evaluated in specific areas as permitted by the current
owner. The owner was onsite for the entire evaluation. Identified soils within this site were most closely related to
Enon and Mecklenburg Soil Series or a mixture of the two. With direction of the owner soil test pits were evaluated
closest to the church property first then in the northwest rear corner in an attempt to identify potentially usable soil as
mapped on the NRCS Soil Survey. Pits 1,2,3,4,6,8 and 9 were most closely related to Enon Soil Series and contained
a dark brown to brown clay to clay loam surface over a strong brown to yellow brown expansive clay subsoil.
Saprolite was identified in those pits at depths ranging from 21 inches to 31 inches. All saprolite was classified as

unsuitable for wastewater disposal due to inclusions of expansive clay and Chroma 2 soil colors. Pit 5 was most
closely related to Mecklenburg Soil Series and contained a brown clay surface over red clay subsoil with fine sandy
loam saprolite at 25 inches. This evaluation pit was identified as suitable for offsite wastewater disposal systems. Pits
7,10 and 11 were a mixture of both Enon and Mecklenburg Soil Series and contained properties of both. Pit 7 was
identified as suitable for onsite wastewater disposal to a depth of 21 inches with expansive clay mixing below. Pits 10
and 11 were field identified as unsuitable due to mixed expansive,non-expansive clays within 8 inches of soil surface.
Subsoil clay samples were taken on from pits 10 and 11 at depths of 14 to 18 inches to have Apparent Cation
Exchange Capacity ran to determine soil suitability and expansive clay content,results attached. Both samples were
run twice to confirm findings. Pit 10 was found to be suitable and pit 11 was found to be unsuitable.
Though suitable soil was identified within Pits 1,2,5,7,8 and 10 due to lack of available space and usable soil
uniformity evaluated areas were determined to be unsuitable for offsite wastewater disposal systems.
The attached soils map indicates the location of 20 evaluation pits performed on the sites.
WASTEWATER CONSIDERATIONS
Carolina Soil&Septic Consulting,PLLC evaluated the subject property and determined that within the evaluated
areas there were unsuitable soils and lack of available space for onsite or offsite wastewater disposal systems.
All soils were evaluated based on 15 A NCAC 18A.1900"Laws and Rules for Sewage Treatment and Disposal
Systems".
Carolina Soil&Septic Consulting,PLLC,was pleased to be of service in this matter and look forward to assisting in
any site analysis needs you may have in the future. Please feel free to call with any questions or comments.
Sincerely, End: Soil Map
Laboratory Data
Soil Profile Descriptions
Adrian L.Pruett Soil Series Descriptions
• 109 PRN
�+ou
r
''

T,OCATION ENON NC+AL GA SC VA
?stablished Series
Rev. AG;DTA
11/2007
ENON SERIES
The Enon series consists of very deep, well drained, slowly permeable soils on ridgetops and side
slopes in the Piedmont. They have formed in residuum weathered from mafic or intermediate igneous
and high-grade metamorphic rocks such as diorite, gabbro, diabase, or hornblende gneiss or schist.
Slope ranges from 2 to 45 percent. Mean annual precipitation is 45 inches and mean annual
temperature is 60 degrees F. near the type location.
TAXONOMIC CLASS: Fine, mixed, active, thermic Ultic Hapludalfs
TYPICAL PEDON: Enon fine sandy loam--forested. (Colors are for moist soil unless otherwise
stated.)
A--0 to 3 inches; dark grayish brown (10YR 4/2) fine sandy loam; weak medium granular structure;
very friable; many fine and medium roots; few medium fragments of quartz and black concretions;
strongly acid; clear smooth boundary. (2 to 9 inches thick)
E--3 to 8 inches; yellowish brown (10YR 5/4) fine sandy loam; weak medium granular structure; very
friable; many fine and medium roots and root channels; few medium black concretions; moderately
acid; clear wavy boundary. (0 to 7 inches thick)
BE--8 to 11 inches; light olive brown (2.5Y 5/4) sandy clay loam; weak medium subangular blocky
structure; friable, slightly sticky, slightly plastic; few distinct clay films on faces of peds; few fine
roots and root channels; slightly acid; gradual wavy boundary. (0 to 5 inches thick)
Bt1--11 to 21 inches; yellowish brown (10YR 5/8) clay; moderate, medium, prismatic structure that
parts to moderate medium angular blocky structure; firm, sticky, plastic; many distinct clay films on
faces of peds; few fine and medium roots between peds; few fine pores and root channels; common
fine and medium black concretions; slightly acid; gradual wavy boundary.
Bt2--21 to 33 inches; yellowish brown (10YR 5/8) clay; moderate medium angular blocky structure;
firm, very sticky, plastic; few fine roots and pores; many distinct clay films on faces of peds; many
medium black concretions; few medium gravel; neutral; gradual wavy boundary. (Combined thickness
of the Bt ranges from 10 to 45 inches.)
C--33 to 75 inches; mottled brownish yellow (10YR 6/8), black 10YR 2/1), and dark greenish gray
(5GY 4/1) loam saprolite; massive; friable; neutral.
TYPE LOCATION: Guilford County,North Carolina, one mile southwest of
Greensboro,North Carolina, 25 feet north of Secondary Road 1662 and 450 feet east of Secondary
Road 1387.

RANGE IN CHARACTERISTICS: The solum thickness ranges from 20 to 50 inches. Depth to
bedrock is more than 60 inches. Reaction is strongly acid through slightly acid in the upper horizons
and strongly acid to moderately alkaline in the lower horizons. Black manganese concretions range
from few to common in some horizons of most pedons. COLE ranges from .04 to .09. Some Bt
subhorizons may have slickensides. Rock fragment content ranges from 0 to 60 percent by volume in
the A, Ap, and E horizons, and from 0 to 15 percent by volume, in the lower horizons. Fragments
range from gravel to stones.
The A or Ap horizon has hue of 7.5YR to 2.5Y, value of 3 to 5, and chroma of 2 to 4. Texture is sandy
loam, fine sandy loam, loam, or silt loam in the fine-earth fraction. In eroded phases the Ap horizon is
clay loam silty clay loam, or sandy clay loam in the fine-earth fraction.
The E horizon, where present, has hue of 10YR or 2.5Y, value of 4 to 6, and chroma of 2 to 4. It is
sandy loam, fine sandy loam, or loam in the fine-earth fraction.
The BA or BE horizon, where present, has hue of 7.5YR to 2.5Y, value of 4 to 6 and chroma of 3 to 8.
Texture is loam, clay loam, silty clay loam, or sandy clay loam.
The Bt horizon has hue of 7.5YR to 2.5Y, value of 4 to 6, and chroma of 4 to 8. Mottles of high and/or
low chroma are in lower Bt horizons of some pedons. Slickensides may be present in some
subhorizons. It is clay or clay loam.
The BC or CB horizon, where present has hue of 7.5YR to 5Y, value of 4 to 6, and chroma of 3 to 8,
and typically has few to many mottles in shades of brown or yellow. In some pedons, this horizon
lacks a dominant color and is mottled in shades of brown or yellow. Texture is sandy clay loam, clay
loam, silty clay loam, silt loam, or loam.
The C horizon has the same colors and the BC and CB horizons or is mottled or multicolored loamy
saprolite weathered from mafic or intermediate, igneous or high-grade metamorphic rocks.
COMPETING SERIES: These are Brantley, Canton
Bend, Capshaw, Cowton, Gundy, Hampshire, Maben, Magnet, Mecklenburg, Meth, Skyuka, Spray, Su
gartown, Wynott, and Zuber series. Brantley, Meth and Zuber soils, on Coastal Plain uplands, have
thicker sola. In addition Brantley and Meth soils have hue that ranges to 2.5YR, and Zuber soils have
sandy A and AB horizons. Canton Bend, Cowton, Gundy, Magnet, and Mecklenburg soils have hues
redder than 7.5YR. In addition, Canton Bend, on stream terraces, have mica in the upper sola and more
than 30 percent silt in the control section. Cowton soils have Cr horizons at 20 to 40 inches. Gundy
soils are underlain by Carolina slates and fine grained schist rock at 40
to 72 inches. Capshaw and Hampshire soils are underlain by hard limestone at depths less than 60
inches. Maben soils have micaceous sands and shale at depths less than 60 inches. Skyuka soils have C
horizons of alluvium, moderate shrink-swell potential in the Bt horizon, and range to 5YR hue in the
Bt horizon. Spray soils have sola less than 20 inches thick. Sugartown soils have sola more than 60
inches thick. Wynott soils have a depth to soft bedrock of 20 to 40 inches.
GEOGRAPHIC SETTING: Enon soils are gently sloping on ridgetops and sloping to steep on the
side slopes in the Southern Piedmont uplands. Slopes are generally between 4 and 10 percent but range
from 2 to 45 percent. The soil formed in clayey residuum weathered from mafic or intermediate,
igneous or high-grade metamorphic rocks such as diorite, diabase, gabbro, or hornblende gneiss or

ichist. Mean annual precipitation is 45 inches and the mean annual temperature is 60 degrees F., near
:he type location.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the
competing Mecklenburg and Wynott series, these are
the Armenia, Brewback (T), Coronaca, Cullen, Davidson, Gaston, Iredell, Lloyd,
Mecklenburg, Poindexter, Sedgefield, Virgilina, Wilkes, and Winnsboro series. Armenia, Brewback
(T), Iredell, and Virgilina soils are not well drained and Armenia and Virgilina soils have smectitic
mineralogy. Coronaca, Davidson, Gaston and Lloyd soils have Bt horizons with rhodic colors
it least in the upper part. Also, Cullen, Davidson, Gaston and Lloyd soils are Ultisols. Cullen soils
have red Bt horizons. Poindexter soils have weathered bedrock at depths of 20 to 40 inches and are
Fine-loamy. Sedgefield soils are moderately well drained. Wilkes soils have weathered bedrock within
20 inches of the surface. Winnsboro soils have a depth to soft bedrock of 40 to 60 inches. All these
soils except for Armenia, Iredell and Sedgefield are well drained and are on similar landscape
positions as Enon soils. Armenia soils are in heads of drains, drainageways, and depressions.
Brewback (T), Iredell, Sedgefield, and
Virgilina soils are in upland flats, depressions, heads of drains, and
:oeslopes.
DRAINAGE AND PERMEABILITY: Well drained; medium to rapid runoff; slow internal drainage;
slow permeability.
USE AND VEGETATION: Cleared areas are used primarily for growing pasture, hay, corn,
soybeans, and small grain. Forested areas have varying association of shortleaf, loblolly, and Virginia
pine, eastern redcedar, white oak, northern and southern red oak, hickory, yellow-poplar, sweetgum,
blackgum, dogwood, and holly.
DISTRIBUTION AND EXTENT: Georgia, North Carolina, South Carolina, and Virginia. The series
is of moderate extent.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Green County, Georgia; 1939.
REMARKS:
The May 2006 revision was to clean up text only. No major revisions. (RHB)
Diagnostic horizons and features in this pedon are:
Ochric epipedon - the zone from the surface of the soil to a depth of 8 inches (A and E horizons)
Argillic horizon - the zone between depths of 8 and 33 inches (Bt1 and Bt2 horizons)
Ultic feature - the base saturation of 35 to 60 percent at a depth 1.25 m below the top of the argillic
horizon.
ADDITIONAL DATA:
MLRA: 136
TABULAR SERIES DATA:
SOI-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
NC0030 ENON 2-45 58-66 180-225 37-60 300-900

NC0138 ENON 2-45 58-66 180-225 37-60 300-900
NC0175 ENON 2-45 58-66 180-225 37-60 300-900
SOI-5 FloodL F1oodH Watertable Kind Months Bedrock Hardness
NC0030 NONE 6.0-6.0 - >60
NC0138 NONE 6.0-6.0 - >60
NC0175 NONE 6.0-6.0 - >60
SOI-5 Depth Texture 3-Inch No-10 Clay% -CEC-
P Y
NC0030 0-8 SL FSL 0-5 80-100 5-20 3-15
NC0030 0-8 L SIL 0-5 90-100 7-27 4-20
NC0030 0-8 CL SCL 0-5 80-100 20-35 10-25
NC0030 8-11 CL SCL 0-5 80-100 20-35 10-20
NC0030 11-33 CL C 0-5 80-100 35-60 15-35
NC0030 33-75 VAR - - - -
SOI-5 Depth Texture 3-Inch No-10 Clay% -CEC-
NC0138 0-8 ST-L ST-SL ST-FSL 10-25 55-90 5-20 3-15
NC0138 0-8 STV-L STV-SL STV-FSL 25-50 35-75 5-20 3-15
NC0138 0-8 STV-CL CBV-CL 25-50 35-75 27-35 10-25
NC0138 8-11 SCL CL 5-10 80-100 20-35 10-20
NC0138 11-33 C CL 0-10 80-100 35-60 15-35
NC0138 33-75 VAR - - - -
NC0175 0-8 GR-FSL GR-SL GR-L 2-10 55-90 5-20 3-15
NC0175 0-8 GR-CL GR-SCL 2-10 65-85 20-35 10-25
NC0175 0-8 CB-FSL CB-SL CB-L 15-35 55-90 5-20 3-15
NC0175 8-11 SCL CL GR-SCL 0-10 60-100 20-35 10-20
NC0175 11-33 C CL 0-5 80-100 35-60 15-35
NC0175 33-75 VAR - - - -
SOI-5 Depth -pH- O.M. Salin Permeab Shnk-Sw1l
NC0030 0-8 5.1-6.5 .5-2. 0-0 2.0-6.0 LOW

NC0030 0-8 5.1-6.5 .5-2. 0-0 0. 6-2.0 LOW
NC0030 0-8 5.1-6.5 .5-1. 0-0 0. 6-2.0 LOW
1C0030 8-11 5.1-6.5 0.-.5 0-0 0. 6-2.0 LOW
NC0030 11-33 5.1-7.8 0.-.5 0-0 0.06-0.2 HIGH
AC0030 33-75 - - - -
NC0138 0-8 5.1-6.5 .5-2. 0-0 2.0-6.0 LOW
1C0138 0-8 5. 1-6.5 .5-2. 0-0 2.0-6.0 LOW
NC0138 0-8 5.1-6.5 .5-2. 0-0 0.6-2.0 LOW
NC0138 8-11 5.1-6.5 .5-1. 0-0 0.6-2.0 LOW
1C0138 11-33 5.1-7.8 0.-.5 0-0 0.06-0.2 HIGH
NC0138 33-75 - 0.-.5 - -
AC0175 0-8 5.1-6.5 .5-2. 0-0 2.0-6.0 LOW
NC0175 0-8 5.1-6.5 .5-2. 0-0 0.6-2.0 LOW
NC0175 0-8 5.1-6.5 .5-2. 0-0 2.0-6.0 LOW
NC0175 8-11 5.1-6.5 .5-1. 0-0 0.6-2.0 LOW
NC0175 11-33 5.1-7.8 0.-.5 0-0 0.06-0.2 HIGH
NC0175 33-75 - 0.-.5 - -
National Cooperative Soil Survey
U.S.A.
DEPARTMENT OF HEALTH AND HUMAN SERVICES
LOCATION MECKLENBURG NC+AL GA SC VA
Established Series
Rev. CMM:RBS:AG
05/2006
MECKLENBURG SERIES

The Mecklenburgseries consists of verydeep, well drained, slowlypermeable soils that formed in
residuum weathered from intermediate and mafic crystalline rocks of the Piedmont uplands. Slopes
range from 2 to 25 percent. Mean annual precipitation is 45 inches, and mean annual temperature is
59 degrees near the type location.
TAXONOMIC CLASS: Fine, mixed, active, thermic Ultic Hapludalfs
TYPICAL PEDON: Mecklenburg loam--pastured. (Colors are for moist soil unless otherwise
stated.)
Ap--0 to 8 inches; reddish brown (5YR 4/4) loam; moderate medium granular structure; friable; many
fine roots; common fine pores; common fine black concretions; slightly acid, clear smooth boundary.
(2 to 11 inches thick)
Bt1--8 to 17 inches; yellowish red (5YR 4/6) clay; moderate medium subangular blocky structure;
firm, sticky, plastic; common fine roots; few fine pores; many fine black concretions; common
distinct clay films on faces of peds; slightly acid; gradual wavy boundary.
Bt2--17 to 25 inches; yellowish red (5YR 4/8) clay; common fine distinct brownish yellow (10YR
6/6) mottles; moderate medium subangular blocky structure; firm, sticky, plastic; few fine roots; few
fine pores; common black concretions; common distinct clay films on faces of peds; slightly acid;
gradual wavy boundary. (Combined thickness of the Bt horizon is 12 to 35 inches.)
BC--25 to 36 inches; yellowish red (5YR 4/8) clay loam; common medium faint reddish yellow
(7.5YR 6/6) and common fine distinct yellowish brown (10YR 5/4) mottles; weak subangular blocky
structure; firm, sticky, plastic; few fine black concretions; common fine lenses of gray clayey
saprolite; slightly acid; gradual wavy boundary. (3 to 15 inches thick)
C--36 to 60 inches; mottled yellowish red (5YR 4/8), reddish yellow (7.5YR 6/6) and yellowish
brown (10YR 5/4) highly weathered saprolite that has a sandy clay loam texture; massive; friable;
many black and gray minerals; slightly acid.
TYPE LOCATION: Davidson County, North Carolina; 0.7 mile west of Linwood on SR 1134; 20
feet north in pasture at bend in road.
RANGE IN CHARACTERISTICS: Solum thickness ranges from 20 to 60 inches. Depth to bedrock
is greater than 5 feet. The soil ranges from strongly acid to slightly acid in the A horizon and is
moderately acid to neutral in the B and C horizons. Content of rock fragments of gravel and cobble
size range from 0 to 30 percent by volume in the A horizon and 0 to 10 percent in the B horizon.
Manganese concretions are few to many in the A and B horizons. Content of flakes of mica ranges
from none to few.
The A or Ap horizon has hue of 2.5YR to 7.5YR, value of 3 to 6, and chroma of 2 to 6. A or Ap
horizons with moist values less than 4 are less than 6 inches thick. The A horizon is fine sandy loam,
sandy loam, silt loam, loam, or their gravelly analogues. Eroded phases are sandy clay loam or clay
loam.

The BE or BA horizon, where present, has hue of 2.5YR or 5YR, value of 3 to 6, and chroma of 4 to
B. It is loam, sandy clay loam, or clay loam.
The Bt horizon has hue of 2.5YR or 5YR. In the upper part, value is 3 to 6 and chroma is 4 to 8. In the
lower part, value is 4 to 6 and chroma is 4 to 8. Few to common mottles in shades of brown, yellow or
red are in the lower Bt horizon in most pedons. The Bt horizon is clay with clay content from 40 to 60
)ercent.
The BC horizon has hue of 2.5YR to 7.5YR, value of 4 to 7, and chroma of 4 to 8 and is often mottled
in these colors. It is loam, sandy clay loam, or clay loam, and contains up to 25 percent saprolite.
The C horizon is mottled or multicolored saprolite weathered from mafic crystalline rock. It is
variable in texture but typically is loamy.
7,OMPETING SERIES: These are Brantley, Canton
Bend, Capshaw, Cowton, Enon, Gundy, Hampshire, Maben, Magnet, Meth, Spray, Zion,
and Zuber series in the same family. Those in closely related families are Coronaca, Iredell,
and Wilkes series. Brantley, Canton Bend, Capshaw, Cowton, Maben, and Meth soils are more acid in
the B horizons than Mecklenburg. Coronaca soils have moist colors of values of less than 4
throughout. Enon, Hampshire, Iredell, and Zuber soils have hue of 7.5YR or yellower in the Bt
horizon; and in addition Zuber soils have sandy A and AB horizons. Gundy soils are more permeable
and developed from slate or fine grained schist. Magnet soils are more permeable and formed in
residuum from syenite and other intrusive igneous rocks. Spray soils developed from mudstone,
siltstone, or shale. Wilkes and Zion soils have bedrock at a depth of less than 40 inches.
GEOGRAPHIC SETTING: Mecklenburg soils are on nearly level to moderately steep Piedmont
uplands. Slope gradients are 0 to 25 percent, most commonly between 2 and 10 percent. These soils
have developed in weathered intermediate and mafic crystalline rocks. Average annual precipitation is
about 45 inches. Mean annual soil temperature is about 59 degrees F.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the
competing Coronaca, Enon, Iredell, Wilkes, Winnsboro, and Zion Series, these
(are Cecil, Cullen, Davidson, Gaston, Lloyd, and Pacolet series. These soils have a base saturation less
than 35 percent.
(DRAINAGE AND PERMEABILITY: Well drained. Runoff is slow to medium and internal
drainage is slow. Permeability is slow.
USE AND VEGETATION: Cleared areas are used primarily for corn, soybeans, small grain, hay,
and pasture. Forested areas are in shortleaf, loblolly and Virginia pines, yellow- poplar, sweetgum,
southern red oak, northern red oak, white oak and hickory. Flowering dogwood, Eastern red cedar,
sourwood, winged elm, sassafras, greenbrier, and American holly are common in the understory.
DISTRIBUTION AND EXTENT: Alabama, Georgia, North Carolina, South Carolina and Virginia.
The series is of moderate extent.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Mecklenburg County, North Carolina; 1910.

REMARKS: Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - the zone from the surface of the soil to a depth to 8 inches.
Argillic horizon - the zone between depth of 8 and 25 inches.
Ultic Hapludalfs feature - base saturation of 35 to 60 percent in the zone between 36 and 60 inches.
MLRA = 136
SOI-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
NC0072 MECKLENBUR 2- 25 58- 66 180-225 37- 60 400- 900
SOI-5 FloodL FloodH Watertable Kind Months Bedrock Hardness
NC0072 NONE 6.0-6.0 - 60-60
SOI-5 Depth Texture 3-Inch No-10 Clay% -CEC-
NC0072 0- 8 L FSL SL 0- 5 80-100 8-25 4- 20
NC0072 0- 8 GR-L GR-SL GR-FSL 2- 10 55- 85 8-25 4- 20
NC0072 0- 8 CL SCL 0- 5 90-100 20-35 10- 25
NC0072 8-25 C 0- 5 85-100 40-60 15- 35
NC0072 25-36 L SCL CL 0- 5 85-100 20-35 10- 20
NC0072 36-60 VAR - - - -
SOI-5 Depth -pH- O.M. Salin Permeab Shnk-Swll
NC0072 0- 8 5.6- 7.3 .5-2. 0- 0 0.6- 2.0 LOW
NC0072 0- 8 5.6- 7.3 .5-2. 0- 0 0.6- 2.0 LOW
NC0072 0- 8 5.6- 7.3 .5-1. 0- 0 0.6- 2.0 LOW
NC0072 8-25 5.6- 7.3 0.-.5 0- 0 0.06- 0.2 MODERATE
NC0072 25-36 5.6- 7.3 0.-.5 0- 0 0.6- 2.0 LOW
NC0072 36-60 - - - -
National Cooperative Soil Survey
U.S.A.

Sheet 1 of 3
I
PROPERTY ID#: 5852590491
COUNTY: Davie
SOIL/SITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
I
(Complete all fields in full)
OWNER: Green Meadows Baptist Church,Inc APPLICATION DATE
RESS: 1646 NC Hwv N.,Mocksville,NC 27028 I
LDATE EVALUATED: 4/17/19
POSED FACILITY:_Commercial_ PROPOSED DESIGN FLOW(.1949): PROPERTY SIZE: 8.69 AC
ATION OF SITE: 1646 NC Hwy N.,Mocksville,NC 27028 PROPERTY RECORDED: YES
WATER SUPPLY: ❑Private X Public ❑Well ❑Spring ❑Other
EILUATION METHOD: El Auger Boring X Pit ❑Cut TYPE OF WASTEWATER: X Sewage ❑Industrial Process ❑Mixed
r r . r r
P
IR SOIL MORPHOLOGY OTHER
(.1941) PROFILE FACTORS
L .1940
LANDSCAPE HORIZON
POSITION/ DEPTH 1942 PROFILE
SLOPE% (IN.) .1941 .1941 SOIL .1943 .1956 .1944 CLASS
STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR &LTAR
TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ
LSS 0-6 DB CL WFSBK FR SS SP SEXP 19" UN 29" UN
3% - D•
6-14 SB C WFABK VFI VS VP EXP FEW/COM CHR 2
-MIXED,COM
14-19 SB C WFSBK VFI VS VP EXP SAP,COM CHR 2
-COM CHR 2,
1 19-29 VAR SL SAP M FR SS SP SEXP FEW EXP,FEW
C VEINS
I 29-36 WR,VFI SAP
•
LSS 0-10 DGB CL WFSBK FR SS SP SEXP -FEW GRAVEL 19" UN 36" UN
3%
10-19 B C M WI VS VP EXP
-COM EXP C
19-36 VAR SL SAP M FR SS SP SEXP VEINS
7 WEST SIDE
• I 36-45 WR
, I LSS 0-1 I DGB CL WFSBK FR SS SP SEXP -FEW GRAVEL, 11" N/A I I" UN
J
3% FEW STONES
1 I-46 WR,B EXP C VEINS
EAST SIDE
•
LSS/NS 0-6 DGB CL WFSBK FR SS SP SCXP -GRAVELLY 18" UN N/A UN
1 3%
6-18 B/SB C PRISMATIC VFI VS VP EXP
-FEW EXP
18-30 VAR FL/CL SAP M FR SS SP SEXP VEINS
-FEW CHR 2
-, 30-45 VAR SL SAP M FI NS NP NEXP VEINS AROUND
ROOTS,FEW
CHR 2
45-64 VAR SL SAP M VFI NS NP NEXP -WR
i
DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): NONE
SITE CLASSIFICATION(.1948): UN
vailable Space(.1945) UN UN
EVALUATED BY: ADRIAN L.PRUETT
System Type(s) OTHER(S)PRESENT:
•
- to LTAR
COMMENTS:

SOIL/SITE EVALUATION
Sheet 2 of 3_ I
(Continuation Sheet-Complete all field in f dl)
PROPERTY ID#: 5852590491
DATE OF EVALUATION: 4/17/19 I
COUNTY: Davie
r • •
P
R 0 SOIL MORPHOLOGY OTHER
F (.1941) PROFILE FACTORS
I .1940
E LANDSCAPE HORIZ .1942
POSITION/ ON .1941 .1941 SOIL .1943 .1956 .1944 PROFILE
# SLOPE% DEPTH STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS
(IN.) TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR
PI,SS 0-2 DB CL WFSBK FR SS SP SEXP 32" N/A 32" UN
200 -FEW CHR 2
2-14 B/DYB C M VFI VS VP EXP
4 14-32 DGB C WFSBK VFI VS VP VEXP COM SAP,
COM CHR 2,
WR FROM
32-38 WR,VFI SAP 26"WAVY
PLSS 0-6 DB SL WFSBK FR SS SP SEXP 20" UN 44" UN
2°o ->I„PEDS
6-20 SB C SABK/M VFI VS VP EXP
5 -FEW EXP
20-31 VAR SL SAP M FR NS NP NEXP VEINS,FEW
CHR 2 VEINS
AROUND
31-44 VAR SL SAP M FI NS NP NEXP ROOTS
-FEW EXP
44 ROCK
PLSS 0-9 DB CL WFSBK FR SS SP SEXP 25" UN 38" UN
3%
9-19 YB C MFABK VFI VS VP EXP
6 19-25 YB C MFABK VFI VS VP EXP -COI SAP,z VEINS @z5"s••
-FEW EXP C
25-38 VAR SL SAP M FI NS NP NEXP VEINS
38 ROCK
P LSS 0-6 DB CL WFSBK FR SS SP SEXP -GRAVELLY 20" UN N/A UN
3%
6-20 B C M VFI VS VP EXP 7
-COM EXP VEINS.
20-36 VAR CL SAP M FR SS SP SEXP LIGHT BROWNISH
GREEN
-LIGHT GREENISH,
36-40 VAR SL SAP M FI NS NP NEXP Y.LG
-MANY MN,
GREENISH.COM
40-54 VAR SL SAP M FI NS NP NEXP LITHO,FOSS CHR 2
54-68 VAR SL SAP M FI NS NP NEXP -COM FE,FEW CHR
2.GREENISH
BROWN
P LSS 0-7 DB CL WFSBK FR SS SP SEXP 25" UN N/A UN
2% -FEW MN i
8 7-11 GB CL WFSBK FI SS SP SEXP
11-25 GB C M VFI VS VP EXP -COM EXP
-FEW EXP
25-34 BG SL SAP M FI NS NP NEXP VEINS,Y,B,G,
34-45 VAR SL SAP M Fl NS NP NEXP BK SAP
45-61 VAR SL SAP M FI NS NP NEXP -FEW CHR z,Y,
B,BK SAP,FE
COMMENTS: I

SOIL/SITE EVALUATION
Sheet 3 of 3
(Continuation Sheet-Complete all field in full)
PROPERTY ID#: 5852590491
DATE OF EVALUATION: 4/17/19
COUNTY: Davie
• — —
i
SOIL MORPHOLOGY OTHER
(.1941) PROFILE FACTORS
.1940
L' LANDSCAPE HORIZ .1942
POSITION/ ON .1941 .1941 SOIL .1943 .1956 .1944 PROFILE
SLOPE% DEPTH STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS
(IN) TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR
LSS 0-10 DB CL WFSBK FR SS SP SEXP 51" UN N/A UN
4% 10-32 B C M VFI VS VP EXP -COMCHR2
32-51 DG C WFSBK VFI VS VP EXP
-DG EXP C
51-90 VAR L SAP M FR SS SP SEXP VEINS,GC
VEINS
- r
•
. _
C,,MMENTS:

I
Sheet I of 3
PROPERTY ID#: 5852496776
COUNTY:J Davie
SOIL/SITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
(Complete all fields in full)
I
OWNER: WT Rogers Properties,LLC APPLICATION DATE
P'DRESS: 121 Patricia Way,Mocksville,NC 27028 DATE EVALUATED: 5/14/19
F )POSED FACILITY:_Commercial_ PROPOSED DESIGN FLOW(.1949): PROPERTY SIZE: 19.71 AC
L_CATION OF SITE: 1736 NC Hwy N.,Mocksville,NC 27028 PROPERTY RECORDED: YES
WATER SUPPLY: ❑Private X Public ❑Well ❑Spring ❑Other
E ALUATION METHOD: ❑Auger Boring X Pit ❑Cut TYPE OF WASTEWATER: X Sewage ❑Industrial Process ❑Mixed
P
R SOIL MORPHOLOGY OTHER
(.1941) PROFILE FACTORS
L .1940
LANDSCAPE HORIZON
POSITION/ DEPTH 1942 PROFILE
SLOPE% (IN.) .1941 .1941 SOIL .1943 .1956 .1944 CLASS
STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR &LTAR
TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ
LSS 0-12 DB C MFSBK FR SS SP SEXP -COM PEBBLES 27" UN N/A PS
2%
12-27 SB/YB C M VFI VS VP EXP -COM EXP
27-40 VAR SL SAP M FR SS SP SEXP
-COM CI 2 0.1 GPD/SQFT TO
1 40-70 VAR SL SAP M FR SS SP SEXP EXP vmlNs 12"
AROUND
ROOTS
LSS 0-16 B C WFSBK FR SS SP SEXP -COM/MANY 29" UN N/A PS
P3% PEBBLE
16-29 SB/RY C MFABK VFI VS VP EXP
29-40 VAR SL SAP M FR SS SP SEXP -COM EXP,
FEW/COM CHR 2 0.1 GPD/SQFT TO
VEINS 29"
40-76 VAR SL SAP M FR SS SP SEXP COM CHR 2
VEINS AROUND
ALL ROOTS
LSS 0-I I B C MFSBK FR SS SP SEXP 31" UN N/A UN
2%
1125 SB C PRISMATIC VFI VS VP EXP
25-31 SB C WF/M VFI VS VP EXP -COM SAP
-COM CHR 2
31-72 VAR SL SAP M FR SS SP SEXP AROUND
ALL ROOTS,
FEW WR
LSS 0-8 DB C WFSBK FR SS SP SEXP 22" UN N/A UN
1 3%
8-22 YB C MFABK VFI VS VP EXP
-COM EXP
22-34 VAR C SAP M FR SS SP SEXP
-COM EXP
34-50 VAR L SAP M FR SS SP SEXP VEINS
50-58 YB L M VFI VS VP EXP -FEW EXP
8-72 VAR SL SAP M FINS NP NEXP VEINS,WR INCL
I
DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): NONE
SITE CLASSIFICATION(.1948): UN
vailable Space(.1945) UN UN
EVALUATED BY: ADRIAN L.PRUETT
System Type(s) OTHER(S)PRESENT:
to LTAR
COMMENTS:

SOIL/SITE EVALUATION
Sheet 2 of 3 I
(Continuation Sheet-Complete all field in full)
PROPERTY ID#: 5852496776
DATE OF EVALUATION: 5/14/19 I
COUNTY: Davie
P
R
SOIL MORPHOLOGY
�> OTHER
F (.1941) PROFILE FACTORS
I .1940
E LANDSCAPE HORIZ .1942
POSITION/ .1941 .1941 SOIL .1943 .1956 .1944 PROFILE
# SLOPE% ON STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS
DEPTH TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR
(IN.)
PLSS 0-6 B C MFSBK FR SS SP SEXP N/A ',5" PS N/A PS
300
6-25 R C MMABK FI S P SEXP
5 25-43 VAR FSL SAP M FR SS SP SEXP COM R C
VEINS
-FEW R C 0.25-.3
43-73 VAR FSL SAP M FR SS SP SEXP VEINS GPD/SQFT
PLSS 0-I 1 B CL WFSBK FR SS SP SEXP N/A 26" UN N/A UN
4%
1 1-15 YB C WFSBK VFI VS VP EXP
6 15-26 YB C M VFI VS VP EXP
26-40 VAR L SAP M FR SS SP SEXP -COM EXP
P LSS 0-11 B CL WFSBK FR SS SP SEXP 21" UN N/A PS
4% 11-21 DR C MFSBK VFI VS VP EXP -COM MN
7 21-26 DR C MFSBK VFI VS VP EXP -FEW EXP
MIXING,COM
MN
0.25
26-34 YB C M FI NS NP NEXP GPD/SQFT
-FEW/EXP TO 21"
34-64 VAR SL SAP M FR SS SP VEINS
PLSS 0-14 B CL WFSBK FR SS SP SEXP -FEW/COM MN 2 3" UN N/A PS
0
8 4/0 14-18 YB C MFSBK FI S P SEXP FEW MN
-FEW F.XP MIXING
18-23 YB C MFSBK FI S P SEXP
-COM C VEINS.
FEW/COM EXP C 0.1
23-45 VAR CL SAP M FR SS SP SEXP VEINS GPD/SQFT
-FEW EXP C VEINS, TO 18"
FEW CHR 2 EXP
VEINS
45-81 VAR SL SAP M FR SS SP SEXP
P LSS 0-I 1 DB CL WFSBK FR SS SP SEXP N/A 21" UN N/A UN
3% 11-21 YB C MFSBK FI VS VP EXP -MIXED
9 2 I-31 VAR L/SICL SAP M FR SS SP SEXP -EXP VEINS
COMMENTS:

SOIL/SITE EVALUATION 1
Sheet 3 of 3
(Continuation Sheet-Complete all field in full)
PROPERTY ID#: 5852496776
DATE OF EVALUATION: 5/14/19
COUNTY: Davie
_.. . - -
o SOIL MORPHOLOGY OTHER
w (.1941) PROFILE FACTORS
.1940
LANDSCAPE .1942
POSITION/ ON R1L .1941 .1941 SOIL .1943 .1956 .1944 PROFILE
SLOPE% DEPTH STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RLS I R CLASS
(IN.) TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR
n LSS 0-8 DB CL WFSBK FR SS SP SEXP ` ` 22" N/A N'A UN
3°/u Mixr:o
8-18 R C MMABK FI S P SEXP
1 18-22 YB C WFSBK FI S P SEXP `°"�`��
rI
1111)
LSS 0-8 DB C MFSBK FR SS SP SEXP N/A 3 - N/A N,A UN
3% -MIXED
8-18 RCMMABK VFIVSPEXP
18-39 YR C WFSBK/ABK FI S P SEXP -COM SAP.
COM EXP
1 VEINS
MMENTS:

Yf W2t
lif, i[
.(3/-0...1k14.4. liglitilk,,,.il,lk r 7.‘Tik r_:4.,,
N/\ c_ ` '.t' 4 .'.. .` T„� �, ..,' ...',. mot. ����y1,,� 1 P
' . .., :, •.91,'il°
Z, 7,!
y�"b' •.'"
i..'' Ifilih) ‘.. —
b,,,.- -,,,..r ... Wilk, - .
a
.., .. ti.,40,,,,,,: -sr
y oily " 'i.,.,.. „rt,
�'?
It y d+ . t i.. ! _ ' r. q0 5 S ' y, ."
Y+!O�•y 1 IP y,� +pY fit''4 , , - ,
d Nk: t� . ^+ .. >, eta
.....,:
4..,;,,.,,......, -.-,----,i ‘,..7,,,,,,,- :.„,-..ii.; vii.
• ./r- a ' ^r . 6 y }, ,
! �+,
,.
•` Ott r'` .. . r � -ro 4 li -
*IttA44 ,Aaks ea"Alr*.frit4'''' ',...# . ' ,kr, r:..` .4 MN '...'," "It .T!!..f . . .'..,' .. ..-.-. .`','
j+'s'—4IF fir! .. ,v1 ; r _.
+ it ` 1t:A «• :.: G{
' F
y),
4 ' of'.• • ' 41PI'N
° ' "t• 04 ..A00,X. , , r, . .
� y 44.L
ti
Q" -1 `11 aft.
"."'e !' M ye
a
- '` ,
-
• y ' - asa
r, t k a' r ' w� -GREEN. MEA OWS EAPTIST CH. y L+
,—
' � PIN 52590491 " � 1,y ' � �•
L
% . 44‘*' 'I! '
1.
« * r" wRik.
I. 0
A' p � . _ . .
YI �', w- H t w, " ti
=ft M a
a " "`fit" ,: � wy1"* • 8• 3 4 _ 're
•
tiltaii,.. a t.? PP J 1,1yr- : 1

F , of'.
Report Number: 19-140-0596 W
Account Number:04372 Waypoint.. 7621 Whitepine Road,Richmond,VA 23237
Main 804-743-9401°Fax [phone]
Send To: Carolina Soil &Septic Consulting LLC ANALYTICAL www.waypointanalytical.com
Adrian L Pruett "Every acre...Every year",. Grower: Green Meadows Baptist Church
PO Box 1703 1646 NC Hwy 801 N
Mooreville NC 28115 Mocksville NC 27028
SOIL ANALYSIS REPORT Analytical Method(s):
Date Received: 05/20/2019 Date Of Analysis: 05/21/2019 Date Of Report: 05/23/2019 NC=North Carolina Fertility Index Value
OM WN ENR Phosphorus Potassium Magnesium Calcium 1 Sodium pH Acidity C.E.0
Sample ID Lab °
Field ID Number /O Soil K Mg Ca Na Soil Buffer H
Rate Class lbs/A
ppm Rate ppm Rate ppm Rate ppm Rate ppm Rate ppm Rate ppm Rate pH Index meq/100g meq/100g
Pit 10 13863
Pit 11 13864
T T
Percent Base Saturation Nitrate Sulfur Zinc Manganese Iron Copper Boron Soluble Salts Cation Exg
SampleID p Ca acity
Field ID K Mg Ca Na H NO3N S Zn Mn Fe Cu B SS
% % % % % ppm Rate ppm Rate ppm Rate ppm Rate ppm Rate ppm Rate ppm Rate ms/cm Rate meq/100g
Pit 10 13.4
Pit 11 53.6
Values on this report represent the plant available nutrients in the Explanation of symbols:%(percent),ppm(parts per million),lbs/A This report applies to sample(s)tested.Samples are retained a
soil.Rating after each value:VL(Very Low),L(Low),M(Medium), (pounds per acre),ms/cm(milli-mhos per centimeter),meq/100g maximum of thirty days after testing. by: PAf+ria me G �
H(High),VH(Very High).ENR-Estimated Nitrogen Release. (milli-equivalent per 100 grams).Conversions:ppm x 2=lbs/A,Soluble Analysis prepared by:Waypoint Analytical Virginia,Inc. l�
C.E.C.-Cation Exchange Capacity. Salts ms/cm x 640=ppm.
Pauric McGroary

Page 1 of 1
Report Number: 19-140-0596 W
•
Account Number:04372 7621 Whitepine Road,Richmond,VA 23237
\ .taVpoint Main 804-743-9401°Fax [phone]
Send To: Carolina Soil &Septic Consulting LLC ANALYTICAL www.waypointanalytical.com
Adrian L Pruett "Every acre...Every year.",M Grower: Green Meadows Baptist Church
PO Box 1703 1646 NC Hwy 801 N
Mooreville NC 28115 Mocksville NC 27028
SOIL ANALYSIS REPORT Analytical Method(s):
Date Received: 05/20/2019 Date Of Analysis: 05/21/2019 Date Of Report: 05/28/2019 NC=North Carolina Fertility Index Value
OM WN ENR Phosphorus Potassium Magnesium Calcium Sodium pH Acidity C.E.0
Sample ID Lab /°°
Field ID Number Soil lbs/A K Mg Ca Na Soil Buffer H
Rate Class ppm Rate ppm Rate ppm Rate ppm Rate ppm Rate ppm Rate ppm Rate pH Index meq/100g meq/100g
Pit 10 13863
Pit 11 13864
Percent Base Saturation Nitrate Sulfur Zinc Manganese Iron Copper Boron Soluble Salts Cation Exg
Sample ID Capacity
Field ID K Mg Ca Na H NO3N S Zn Mn Fe Cu B SS
ppm Rate ppm Rate ppm Rate ppm Rate ppm Rate ppm Rate ppm Rate ms/cm Rate meq/long
Pit 10 13.2
Pit 11 56.8
Values on this report represent the plant available nutrients in the Explanation of symbols:%(percent),ppm(parts per million),lbs/A This report applies to sample(s)tested.Samples are retained a
soil.Rating after each value:VL(Very Low),L(Low),M(Medium), (pounds per acre),ms/cm(milli-mhos per centimeter),meq/100g maximum of thirty days after testing. by Pit. me G6,,r
H(High),VH(Very High).ENR-Estimated Nitrogen Release. (milli-equivalent per 100 grams).Conversions:ppm x 2=lbs/A,Soluble Analysis prepared by:Waypoint Analytical Virginia,Inc.
C.E.C.-Cation Exchange Capacity. Salts ms/cm x 640=ppm.
Pauric McGroary

David DeCaron
From: Weaver,John <[e-mail]>
Sent: Tuesday,June 4, 2019 4:12 PM
To: David DeCaron
Cc: Albertin, Klaus P;John C Weaver
Subject: Response from USGS concerning...Re: [EXTERNAL] 7Q10 and 30Q2 - Streamflow
Mr. DeCaron,
In response to your inquiry about the low-flow characteristics(7Q10,30Q2,average annual discharge)for a location on a drainage channel
to the headwaters of Hauser Creek near Farmington(Green Meadows Baptist Church)in northeast Davie County,the following information
is provided:
No USGS discharge records are known to exist for the point of interest,as identified by the lat/long coordinates(36.019869,-80.503451)
provided in your email dated May 30,2019.
In the absence of site-specific discharge records sufficient for a low-flow analysis,estimates of low-flow characteristics at ungaged locations
are determined by assessing a range in the low-flow yields(expressed as flow per square mile drainage area,of cfsm)at nearby sites where
such estimates have previously been determined.
A basin delineation completed using the online USGS StreamStats application for North Carolina(https://streamstats.usgs.gov/ss/)
indicates the drainage area for the point of interest(36.01983,-80.50359 NAD83)is approximately 0.05 sqmi.
For streams in Davie County,low-flow characteristics published by the USGS are provided in the following reports:
(1)The first is a statewide report completed in the early 1990's. It is USGS Water-Supply Paper 2403, "Low-flow characteristics of streams
in North Carolina" (Giese and Mason, 1993). An online version of the report is available at http://pubs.usgs.gov/wsp/2403/report.pdf. The
report provides the low-flow characteristics(based on data through 1988)via regional relations and at-site values for sites with drainage
basins between 1 and 400 sqmi and not considered or known to be affected by regulation and/or diversions.
(2)The second is a statewide report published in March 2015. It is USGS Scientific Investigations Report 2015-5001, "Low-flow
characteristics and flow-duration statistics for selected USGS continuous-record streamgaging stations in North Carolina through 2012"
(Weaver,2015). The report is available online at http://pubs.usgs.gov/sir/2015/5001/. The report provides updated low-flow
characteristics and flow-duration statistics for 266 active(as of 2012 water year)and discontinued streamgages across the state where a
minimum of 10 climatic years discharge records were available for flow analyses.
Inspection of the above reports indicates the presence of seven (7)selected nearby USGS partial-record sites(5)and continuous-record
streamgages(2)in vicinity of the point of interest where low-flow characteristics were published. Among these 7 sites,the low-flow
discharge yields for the indicated flow statistics are as follows:
Annual 7Q10 low-flow yields ==>from 0.01 to 0.1 cfsm (average about 0.06 cfsm, median about 0.08 cfsm)
Annual 30Q2 low-flow yields==>from 0.08 to 0.33 cfsm (average about 0.24 cfsm, median about 0.29 cfsm)
Average annual discharge yields==>from 0.9 to 1.03 cfsm (average about 0.99 cfsm, median about 1 cfsm)
Application of the above range in yields to the drainage area (0.05 sqmi)for the point of interest results in the following estimated low-flow
discharges:
Annual 7Q10 discharges==>from 0 to less than 0.01 cfs (both average and median at 0 cfs)
Annual 30Q2 discharges ==>from 0 to less than 0.02 cfs (both average and median about 0.01 cfs)
Average annual discharge ==>approximately 0.05 cfs (both average and median)
1

In summary,the presence of a very small upstream drainage area results in the 7Q10 discharge being zero flow and the
30Q2 being less than 0.02 cfs.
Please note the estimated flows are provided in units of cubic feet per second (cfs).
Please understand the information provided in this message is based on a preliminary assessment and considered provisional,subject to
revision pending further analyses.
Hope this information is helpful.
Thank you.
Curtis Weaver
J. Curtis Weaver, Hydrologist, PE Email:[e-mail]
USGS South Atlantic Water Science Center Online:https://www.usgs.gov/centers/sa-water
North Carolina -South Carolina -Georgia
3916 Sunset Ridge Road
Raleigh, NC 27607
Phone: [phone] // Fax: [phone]
On Thu, May 30, 2019 at 3:13 PM David DeCaron<[e-mail]>wrote:
Mr. Weaver,
Thank you for your time today. The lat and long is 36.019869, -80.503451.
This is in Davie County at NE corner of Green Meadows Baptist Church property. Flows to Hauser Creek in Yakin Pee
Dee Basin. I understand this will go into queue and earliest we can expect a response is middle of next week. Thank
you in advance for your help with this matter.
David DeCaron
Piedmont Design Associates, P.A.
125 East Plaza Drive, Suite 101
Mooresville, NC 28115
Phone [phone]
Fax [phone]
Email: ddecaron(cr�pdapa.com
NCBELS License No. C-1007
2

David DeCaron
From: Park, Kelli A <[e-mail]>
Sent: Friday, April 3, 2020 11:06 AM
To: David DeCaron; Hudson, Gary
Cc: Donald Munday
Subject: RE: [External] Green Meadows Baptist Church
Hi David,
I no longer cover Davie County. Gary Hudson is included in this email and will be in contact with you regarding a site
visit. I cannot speak for Gary as to when this will be, however please understand that things are a little up in the air with
the COVID19 crisis.
Thank you,
Kelli Park
Environmental Specialist
Division of Water Resources
Department of Environmental Quality
336-776-9689 office
Winston-Salem Regional Office
450 W. Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
kelli.parkncdenr.gov
--"-'Nothing Compares w_ ,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: David DeCaron<[e-mail]>
Sent: Friday, April 3, 2020 8:13 AM
To: Park, Kelli A<[e-mail]>
Cc: Donald Munday<[e-mail]>
Subject: [External] Green Meadows Baptist Church
External email. Do not click links or open attachments unless you verify.Send all suspicious ema as an'atfa men
regort.spamPa nc•gov
Kelli,
I spoke with you last year about a failing septic system for a church in Mocksville, Davie County. The subject property is
located at 1646 NC Highway 801. Per the General Permit for a NPDES Wastewater discharge less than 1,000 GPD,we
are hereby requesting a formal site evaluation per page 4 (11.(d)).
1

d) Site Evaluation - Contact DEQ's local Regional Office for a site evaluation to confirm the
proposed discharge flow path to the nearest waters-of-the-State. The wastewater/stream
confluence and stream class must be verified in the field by DEQ's Regional Staff Please list the
Regional Office staff member you contacted for the inspection. Email sent to WSRO
representative April 3, 2020
I have attached WQ Map as well as preliminary site plan for project. If any additional information is needed, please
advise. Please let us know when you anticipate doing your site inspection as well documentation that the site visit has
been completed. Thanks in advance for your help with this.
David DeCaron
Piedmont Design Associates, P.A.
125 East Plaza Drive, Suite 101
Mooresville, NC 28115
Phone [phone]
Fax [phone]
Email: ddecaronajodapa.com
NCBELS License No. C-1007
2

NC Surface Water Classification
Ir
N. i
7
,, ,, ,
, , ,„
iiholl111 , .,, 111, ,,. 1
A
4/2/2020, 1:05:14 PM 1:36,112
0 0.25 0.5 1 mi
Surface Water Classifications River Basins I I I I + + i i II
0 0.4 0.8 1.6 km
YADSources Esri,HERE,Garmin,Intermap,increment P Corp.,GEBCO,USGS,
NCnE'°rliv.We.—o^^^urces
Davie c tate of,..,,.,,..arolina ._dri,HE.." .....tin,IN_.._..._,IT P,L.,.....,...ETI/N...-..,_..\,USE.,___=NR-__._._..of Wat....__ _rces I