NCG550679_WW System Inspecition Report and Lab Data_20240228

McFarland Septic LLC
6801 Mt. Herman Church Road
Durham, NC 27705
[phone] [phone]
® Pre-Inspection Contract,signed by Client is attached to Inspection.
Date:12/1/2021
System Address:100 Briar Patch Lane
System Zip Code:27516
Inspection Requested By:Shelby Bishop-Buyer's Agent
System Owner:Marit Nelson and Amanda Mixon
® Inspection shall include any part of the system located more than 5 feet from the primary structure that is part of the
operations permit.
Type of System:Sand Filter
Type of water supply:Public Water
Number of Bedrooms as advertised in MLS or as stated in attached sworn statement by owner or owner's representative:Three
Gallons per day for designed system size or number of bedrooms as stated in local health department information.360
Is the property occupied at the time of inspection?Yes❑No® *
• If home is unoccupied the septic inspection may be less accurate.
Yes No N/A
Does System require a Subsurface Operator? ® ❑ ❑
Copy of latest report attached? ® ❑ ❑
Operator Name: Randle Jarrell Operator Phone:[phone]
Conditions at time of inspection:Dry
TANKAGE:
Location of septic tank:
2 ft.from house or structure.
n/a ft.from well if applicable.
unk ft.from water line if applicable.
unk ft.from property line if property lines are marked or known.
Yes No N/A
Riser's accessible,surface water diverted? ® ❑ ❑
Risers structurally sound,and watertight? ® ❑ ❑
Number of access risers?1
Approximate distance to top of Tank from surface. 12"
Tank lids intact? ❑
Tank accessible(Not under driveway/building) ® ❑
Any evidence of Tank leakage? ❑
Describe:none
Any evidence of surface water infiltration into tank? ❑
Tank has baffle wall? Condition of baffle wall.n/a ❑
Effluent Filter present? Filter Type?n/a ❑ ❑
Effluent Filter cleaned at inspection? ❑ ❑
Water level in tank is relative to tank outlet? ® ❑
Outlet T is present?Condition of Outlet T?Fair ® ❑
Roots present in Tank? ❑
Describe extent of roots.none
Sludge 5"Scum 6"
Total Solids 11"<1/3 of tank volume of 50 Inches. ® ❑
Percentage of solids in the tank:22%
Yes No N/A
Is the Septic Tank due for pumping? ❑
Date when Tank was last pumped:unk Unknown
Was Tank pumped during inspection? ® ❑
Evidence of non-permitted connections? ❑
Connection present from house to tank? ® ❑
Connection from tank to next component? ® ❑
1

McFarland Septic LLC
6801 Mt. Herman Church Road
Durham, NC 27705
[phone] [phone]
Drainage into Tank sufficient? Unknown® ❑ ❑
EFFLUENT DOSING SYSTEM:
Location of pump tank:
n/a ft.from house or structure.
n/a ft.from well if applicable.
n/a ft.from water line if applicable.
n/a ft.from property line if property lines are marked or known.
Yes No N/A
Riser's accessible,surface water diverted? ❑ ❑
Risers structurally sound,and watertight? ❑ ❑
Solids depth<4 inches? ❑ ❑
Required pumps present,operating,and cycling properly? ❑ ❑
High-Water Alarm present and operating properly? ❑ ❑
Vents/Floats/Pipe/Disconnects in good working condition? ❑ ❑
Control Panel/Electrical Components in good condition? ❑ ❑
Power Indicator Lamps working? ❑ ❑
DELIVERY RATE/PRESSURE HEAD
Design Rate Measured Rate Pump Tank Size-n/a
gpm @ ft. V min. x gpi = gpm @ ft.head
Percent Efficiency of Delivery=[Measured Rate/Design Rate]X 100= %Alarm Count:
Elapsed Time Meter: Events Meter: Timer left at: minutes"on"& hours"off"
GROUND ABSORPTION FIELDS:
Yes No N/A
Evidence of effluent surfacing/reaching surface waters? ❑ ® ❑
Line cover/vegetation adequate/maintained as needed? ® ❑ ❑
Evidence of traffic over Drainfield? ❑ ® ❑
Depressions on Drainfield? ❑ ® ❑
Distribution Devices accessible? ❑ ❑
Distribution Devices in good working condition/working properly? ❑ ❑
Turn-ups/Cleanouts/VaIves intact and accessible? ❑ ❑
Effluent standing in Laterals?(for LPP only) ❑ ❑
Functional system drainage? ® ❑ ❑
Feet from property lines. If known or marked.unk
Feet from Septic/Pump tank?6'
Number of lines?0
Length of lines?6'x60' Yes No
Effluent is reaching the dispersal field? ® ❑
Conditions were present that hindered or prevented the inspection. ❑
Adverse conditions were present that require repair or subsequent ❑
observation or warrants further evaluation by the local health
department.(description noted below in comment section)
Client should contact the Chatham County Health Department and ❑
or a Certified On-site Wastewater Contractor.
Are there underground utilities? ® ❑
Are there underground Gas lines? ❑
®Copy of Operations permit attached.
❑Operations Permit is unavailable.
2

McFarland Septic LLC
6801 Mt. Herman Church Road
Durham, NC 27705
[phone] [phone]
The followin ictures were taken durin the inspection.
Description:Location of Tank Description:Broken Handle on Outlet lid
a.
Description:Chlorinator Caps Broken Description:Inside of Tank
Conclusions: 1.House was Vacant at time of Inspection.2.Handle on the Outlet Lid of Septic Tank was broken.3.No
Inner Lid inside Inlet Riser.4.The Inlet Riser was at grade which could allow for Ground water to enter the septic
system.5.There were Chlorine and Dechlorine Tablets in the Chlorinator and Dechlorinator.6.I performed a 20-minute
water test of the drainfield/sandfilter and found that it was absorbing water properly at time of Inspection.7.I was
unable to get the sandfilter to discharge during the water test,which may be due to the house being vacant and system not
being regularly used.8.There are Annual Waste Water Samples that are required per state guidelines.I will attached the
latest results from the testing in October.
Certified Inspector Inspector's Signature
Certification#2742I Adam Moneypenny
**Note—No representation,warranties or opinions are hereby given,written or expressed otherwise,as to the future
performance of the onsite wastewater system described herein. This onsite wastewater system inspection is a presentation
of system facts in place on the date of the inspection.
***Note-If a Water Softener/Treatment system is being used,be sure the backwash is not plumbed into the septic tank.
3

ENVIRONMENTAL - WATER SUPPLY - WASTEWATER
CONNER CONSULTING, LLC
1 284 WINDY RIDGE ROAD, CHAPEL HILL, NORTH CAROLINA 27517
PHONE: [phone]
...........................................................................
November 23, 2022
Mr. Steven Horton
100 Briar Patch Lane
Chapel Hill,North Carolina 27516
Re: Effluent Sampling
100 Briar Patch Lane
Chatham County,North Carolina
Dear Mr. Horton:
On November 7, 2022, Conner Consulting collected effluent samples as required on your DWQ
permit, at 100 Briar Patch Lane, Chatham County. The results are as follows:
Flow: < 300 gpd(estimated)
Total Residual Chlorine: 0.07 parts per million @ 08:55
Biochemical Oxygen Demand: 59 mg/1
Total Suspended Solids: 72 mg/1
Fecal Coliform: 67 CFU/100 ml
The system appeared to be working well. Please remember to add at least 1 chlorine tablet to
your chlorinator each week and 1 dechlor tablet. My field laboratory certification is#5149.
Please call with questions and comments.
Sincerely yours,
Chad Leinbach
Conner Consulting, LLC
Field Laboratory Certification#5149
CC: Mitch Hayes, Surface Water Protection,NCDEQ

=Qp ENCO L a bona tofies
lgepR��(+
Accurate. Timely. Respousive. Iuuovative.
102-A Woodwinds Industrial Court
Cary NC,27511
Phone: [phone] FAX: [phone]
Friday, November 18, 2022
CONNER CONSULTING (CO036)
Attn: Chad Leinbach
1284 WINDY RIDGE RD
CHAPEL HILL, NC 27517
RE: Laboratory Results for
Project Number: 100 BRIAR PATCH, Project Name/Desc: Wastewater-Misc.
ENCO Workorder(s): CF16702
Dear Chad Leinbach,
Enclosed is a copy of your laboratory report for test samples received by our laboratory on
Wednesday, November 9, 2022.
Unless otherwise noted in an attached project narrative, all samples were received in
acceptable condition and processed in accordance with the referenced methods/procedures.
Results for these procedures apply only to the samples as submitted.
The analytical results contained in this report are in compliance with NELAC standards, except
as noted in the project narrative if applicable. This report shall not be reproduced except in
full, without the written approval of the Laboratory.
This report contains only those analyses performed by Environmental Conservation
Laboratories. Unless otherwise noted, all analyses were performed at ENCO Cary. Data from
outside organizations will be reported under separate cover.
If you have any questions or require further information, please do not hesitate to contact me.
Sincerely,
,(jylvld�`
Daniel G. Harmon
Project Manager
Enclosure(s)
FINAL This report relates only to the sample as received by the laboratory,and may only be reproduced in full. Page 1 of 7

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SAMPLE SUMMARY/LABORATORY CHRONICLE
Client ID: EFF-100 BRIAR PATCH Lab ID: CF16702-01 Sampled: 11/09/22 09:00 Received: 11/09/22 10:11
Parameter Preparation Hold Date/Time(s) Prep Date/Time(s) Analysis Date/Time(s)
Colilert 18 NO PREP 11/09/22 16:55 11/10/22 11:47 11/09/22 13:43 11/10/22 10:43
SM 254OD-2015 NO PREP 11/16/22 11/11/22 10:21 11/11/22 10:21
SM 5210 B-2011 NO PREP 11/11/22 09:00 11/10/22 10:36 11/10/22 10:36
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SAMPLE DETECTION SUMMARY
Client ID: EFF-100 BRIAR PATCH Lab ID: CF16702-01
Analvte Results Flag MDL 4 Units Method Notes
Biochemical Oxygen Demand 59 2.0 2.0 mg/L SM 5210 B-2011
Coliform,Fecal 67 1.0 1.0 MPN/100 mL Colilert 18
Total Suspended Solids 72 12 12 mg/L SM 2540D-2015
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ANALYTICAL RESULTS
Description: EFF- 100 BRIAR PATCH Lab Sample ID:CF16702-01 Received: 11/09/22 10:11
Matrix: Waste Water Sampled:11/09/22 09:00 Work Order: CF16702
Project: Wastewater-Misc. Sampled By:Chad Leibach
Classical Chemistry Parameters
Analyte rCAS Numberl Results Flao Units DF MDL P L Batch Method Analyzed —By Notes
Biochemical Oxygen Demand 59 mg/L 1 2.0 2.0 2K10009 SM 5210 B-2011 11/10/22 10:36 JOC
Total Suspended Solids 72 mg/L 5 12 12 2KII003 SM 254OD-2015 11/11/22 10:21 JOC
Microbiological Parameters
Analyte rCAS Numberl Results Flao Units DF MDL P L Batch Method Analyzed By Notes
Coliform,Fecal 67 MPN/100 1 1.0 21<11009 Colilert 18 11/10/22 10:43 CB
mL
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QUALITY CONTROL DATA
Classical Chemistry Parameters-Quality Control
Batch 2K10009-NO PREP
Blank(2K10009-BLK1) Prepared&Analyzed: 11/10/2022 10:36
Spike Source %REC RPD
Analvte Result Flaq Q Units Level Result %REC Limits RPD Limit Notes
Biochemical Oxygen Demand 2.0 u 2.0 mg/L
LCS(2K30009-BS3) Prepared&Analyzed: 11/10/2022 10:36
Spike Source %REC RPD
Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes
Biochemical Oxygen Demand 200 2.0 mg/L 198 101 85-115
Duplicate(2K10009-DUPI) Prepared&Analyzed: 11/10/2022 10:36
Source:CF13572-01
Spike Source %REC RPD
Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes
Biochemical Oxygen Demand 4800 2.0 mg/L 4800 0.2 30
Batch 2KI1003-NO PREP
Blank(2K13003-BLK1) Prepared&Analyzed: 11/11/2022 10:21
Spike Source %REC RPD
Analvte Result Flaq Q Units Level Result %REC Limits RPD Limit Notes
Total Suspended Solids 2.5 u 2.5 mg/L
LCS(2K31003-BS3) Prepared&Analyzed: 11/11/2022 10:21
Spike Source %REC RPD
Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes
Total Suspended Solids 110 2.5 mg/L 100 110 80-120
Duplicate(2K11003-DUPI) Prepared&Analyzed: 11/11/2022 10:21
Source:CF15391-01
Spike Source %REC RPD
Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes
Total Suspended Solids 11 10 mg/L 10 4 20
Duplicate(21(11003-DUP2) Prepared&Analyzed: 11/11/2022 10:21
Source:CF16702-01
Spike Source %REC RPD
Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes
Total Suspended Solids 75 12 mg/L 72 3 20
Microbiological Parameters-Quality Control
Batch 2KII009-NO PREP
Duplicate(2K11009-DUP3) Prepared: 11/09/2022 14:08 Analyzed:11/10/2022 10:43
Source:CF16168-02
Spike Source %REC RPD
Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes
Coliform,Fecal 1.0 u 1.0 MPN/100 mL 1.0 u 25
Duplicate(2K33009-DUP2) Prepared: 11/09/2022 14:08 Analyzed:11/10/2022 10:43
Source:CF16321-01
Spike Source %REC RPD
Analvte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes
Coliform,Fecal 1.0 u 1.0 MPN/100 mL 1.0 u 25
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FLAGS/NOTES AND DEFINITIONS
B The analyte was detected in the associated method blank.
D The sample was analyzed at dilution.
J The reported value is between the laboratory method detection limit(MDL)and the laboratory method
reporting limit(MRL), adjusted for actual sample preparation data and moisture content,where applicable.
U The analyte was analyzed for but not detected to the level shown,adjusted for actual sample preparation
data and moisture content,where applicable.
E The concentration indicated for this analyte is an estimated value above the calibration range of the
instrument.This value is considered an estimate.
MRL Method Reporting Limit.The MRL is roughly equivalent to the practical quantitation limit(PQL)and is
based on the low point of the calibration curve,when applicable,sample preparation factor,dilution
factor, and, in the case of soil samples, moisture content.
PQL PQL: Practical Quantitation Limit. The PQL presented is the laboratory MRL.
N The analysis indicates the presence of an analyte for which there is presumptive evidence(85%or greater
confidence)to make a"tentative identification".
P Greater than 25%concentration difference was observed between the primary and secondary GC column.
The lower concentration is reported.
[CALC] Calculated analyte- MDL/MRL reported to the highest reporting limit of the component analyses.
FINAL This report relates only to the sample as received by the laboratory,and may only be reproduced in full. Page 6 of 7

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