WQ0042030_More Information Received_20210125 (2)

Initial Review
Reviewer Thornburg, Nathaniel
Is this submittal an application? (Excluding additional information.)*
r Yes r No
If not an application what is the submittal type?*
Permit Number (IR)*
Applicant/Permittee
Email Notifications
Does this need review by the hydrogeologist?*
Regional Office
CO Reviewer
Admin Reviewer
Annual Report
Residual Annual Report
r Additional Information
r Other
WQ0042030
Southern Magnolia Farm, Inc.
r Yes s No

Submittal Form
Project Contact Information
Rease provide information on the person to be contacted by NM Staff
Name * Douglas N Haggett
Email Address*
[e-mail]
electronic subnittal, confirmation of receipt, and other correspondence.
Project Information
........ ......... .......................................................................................................................
Application/Document Type* r New (Fee Req ui red)
r Modification - Major (Fee Required)
r Renewal with Major Modification (Fee
Required)
r Annual Report
c Additional Information
r Other
Phone Number*
9103970808
O Modification - Minor
C Renewal
C GW-59, NDMR, NDMLR, NDAR-1,
NDAR-2
r Residual Annual Report
r Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:* r Wastewater Irrigation r High -Rate Infiltration
r Other Wastewater r Reclaimed Water
r Closed -Loop Recycle r Residuals
r Single -Family Residence Wastewater r Other
Irrigation
Permit Number:* W00042030
Fbs Current Existing permit number
Applicant/Permittee Address* P.O. Box 15104, Wilmington, NC 28408
Facility Name * Southern Magnolia Farm WWTF
Please provide comments/notes on your current submittal below.
Response to Additional Information Request dated January 11, 2021.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.*
(Application Form Engineering Rans, Specifications, Calculations, Rc.)
SMF Add Info 1 Package.pdf 8.77MB
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upload limit.
* V By checking this box, I acknowledge that I understand the application will not be
accepted for pre -review until the fee (if required) has been received by the Non -
Discharge Branch. Application fees must be submitted by check or money order
and made payable to the North Carolina Department of Environmental Quality
(NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
Submission Date 1/25/2021

Haggett Engineering Associates, Inc.
January 25, 2021
Mr. Erick Saunders
Division of Water Resources
Water Quality Permitting
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: Application No. WQ0042030
Additional Information Request
Southern Magnolia Farm WWTF
Wastewater Irrigation System
Craven County
HEA Project No. 17-103 5
Dear Mr. Saunders:
Haggett Engineering Associates, Inc. (HEA) is providing this response to your letter requesting
additional information on behalf of Southern Magnolia Farm, Inc. We have duplicated your
request below along with our responses;
C. Wastewater Irrigation Systems Application (FORM: WWIS 06-16):
1. Application item VII.2 on page of the WWIS form indicates that there are not water
movement structures within 200 feet of the irrigation area. However, Figure 6 of the
soils report reports an existing swale located on three sides within 200 feet, with one
section being proposed to be removed. Please amend the first question in this item and
provide a response to the second question
As we discussed, the Application item has been amended to indicate that swales are
located within 200 feet of the proposed irrigation area. A response has also been
provided to the second question. We have attached the revised Application which has
been signed and dated effective January 21, 2021. In addition, Land Management
Group has provided a discussion of this item within their Memo dated January 21,
2021 which is attached.
2. Application item VII.7. provides a nitrogen uptake rate of 400 pounds per acre per year
(lbs/ac-yr) and a phosphorus uptake rate of 92 lbs/ac-yr for bermudagrass on Goldsboro
and Lynchburg soil series. The rates were obtained from NCSU AG-439-16W 2008, but
this report does not appear to
P.O. Box 15104 • Wilmington, North Carolina 28408 • 910-397-0808

Mr. Erick Saunders
HEA Project No. 17-1035
January 25, 2021
Page 2 of 3
be included in the application. The nitrogen and phosphorus uptake rates from the Realistic Year
Expectations (RYE) for North Carolina Soils provided by NCSU for bermudagrass in Craven
County are listed as is 230 and 61 lbs/ac-yr respectively on Goldsboro soils, and 172 and 48 lbs/ac-
yr on Lynchburg soils(https://realisticyields.ces.ncsu.edu/). Please provide justification for the
uptake rates provided in the application, or provide calculations proving that the site is not
agronomically limited at these lower uptake rates as per item VIL7.
Land Management Group has provided a response to this item in their Memo dated January
21, 2021 which is attached.
H. Water Balance:
1. The water balance was not signed, sealed and dated by a qualified professional in accordance with
15A NCAC 02T .0504(k) and the Water Balance Calculation Policy. Please provide a cover letter
that satisfies the above criteria certifying the water balance received via email on October 28, 2020
from Doug Haggett.
Land Management Group has provided a response to this item in their Memo dated January
21, 2021 which is attached.
L Engineering Plans:
1. The proposed storage is—15,510 gallons (6,918 gallons from the irrigation chamber and
8,592 gallons from the irrigation pump station, per the engineering calculations), which is less
than two days of storage based upon the average daily flow of 9,480 GPD. While the water
balance indicates that no storage is required, the amount of proposed storage is insufficient
given that 15A NCAC 02T .0505(x) prohibits irrigation during precipitation evens or wet
conditions that would cause runoff. Accordingly, provide either a minimum of 5 days of
effluent storage (i.e., 47,400 gallons of effective storage) pursuant to 15A NCAC 02T
.0505(w), or propose an alternate storage volume based upon daily precipitation data. The
alternate storage volume needs to provide enough storage based upon the longest observed
continuous days of precipitation.
We understand that 15A NCAC 02T .0505(w) applies to residential projects such as a
residential subdivision or a single family home. The facility to be permitted is intended as an
RV Park. As such, we do not anticipate that we would have full occupancy during inclement
weather events. Typically, RV parks are evacuated for events such as hurricanes. However,
based on our discussion we have added a 30,000 gallon storage tank to the plans and
calculations. This tank would be installed during Phase II of the project if it is required. We
will collect water use and irrigation data as Phase I operates to determine if additional
storage is required and the quantity needed. Please note that due to the use of the multi -
compartment tank and a single control platform, the actual storage available within the plant
is approximately 11,904 gallons. This includes the volume in excess of the 25% equalization
provided in the Anoxic Equalization basin. Since the flow for Phase I is estimated to be 4,092
gpd we will have approximately 2.9 days of storage without the use of Emergency Storage
within the plant. The storage time is increased to 4.0 days with the Emergency Storage. If the

Mr. Erick Saunders
HEA Project No. 17-1035
January 25, 2021
Page 3 of 3
future 30,000 gallon irrigation tank is added, the storage volume is increased to 38,295
gallons which provides approximately 4.0 days of storage at an estimated flow of 9,480 gpd.
This storage time is increased to 5.0 days with the Emergency Storage.
If you have any questions or require additional information, please do not hesitate to contact me at (910)
397-0808 or by email at hag eg tten ing eerigbellsouth.net.
Thank you again for your assistance.
Sincerely,
Haggett Engineering Associates, Inc.
Douglas N. Haggett, P.E
Senior Engineer

LMG
LAND MANAGEMENT GROUP
a DAVEY. company
January 21, 2021
TO: Erick Saunders, Engineer
Division of Water Resources
512 North Salsbury Street
Raleigh, NC 27699
CC: Sharon F Haggett
Southern Magnolia Farm, Inc.
RE: Application No. WQ0042030, Additional Information Request. Southern Magnolia Farm WWTF,
Craven County, NC
Mr. Saunders,
Southern magnolia Farm, Inc. received an additional information request from your office regarding the
following portions of the soil and agronomy report issued as a design aid for the 9,480 surface applied
waste water system in accordance with Wastes not Discharged to Surface Waters 15A NCAC .02T. Land
Management Group (LMG) Responses will be in Red.
C. Wastewater Irrigation Systems Application (FORM: WWIS 06-16):
1. Application item VII.2 on page of the WWIS form indicates that there are not water movement
structures within 200 feet of the irrigation area. However, Figure 6 of the soils report reports an
existing swale located on three sides within 200 feet, with one section being proposed to be
removed. Please amend the first question in this item and provide a response to the second question.
Existing drainage features that run along the north boundary of the proposed applied wastewater area
along with the feature located to the east along the existing property boundary are the features indicated
in comment 1. They are proposed to be retained as such and will be maintained in such a way that they
will allow the flow of water away from the site and not allow water to back up onto the property.
www.lmgroup.net • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, INC 28403

2. Application item VII.7. provides a nitrogen uptake rate of 400 pounds per acre per year (Ibs/ac-yr)
and a phosphorus uptake rate of 92 Ibs/ac-yr for bermudagrass on Goldsboro and Lynchburg soil
series. The rates were obtained from NCSU AG-439-16W 2008, but this report does not appear to
be included in the application. The nitrogen and phosphorus uptake rates from the Realistic Year
Expectations (RYE) for North Carolina Soils provided by NCSU for bermudagrass in Craven County are listed
as is 230 and 61 Ibs/ac-yr respectively on Goldsboro soils, and 172 and 48 Ibs/ac-yr on Lynchburg soils
(https://reaIisticyieIds.ces.ncsu.edu/). Please provide justification for the uptake rates provided in the
application, or provide calculations proving that the site is not agronomically limited at these lower uptake
rates as per item VII.7.
NCSU AG-439 16W 2008 is a reference included with the refences utilized to generate the agronomic
loading potential of this site. LMG will include a copy of this reference pulled from the web utilizing the
referenced information from our report.
The Nitrogen uptake value of 400 pounds per acre per year (Ibs/ac-yr) and Phosphorus uptake value of
92/Ibs/ac-yr was utilized as a potential for the chosen bermuda grass crop on this site in accordance with
the guidance from the NCSU report. With the use of highly treated wastewater, the Nitrogen component
of the wastewater is highly prone to rapid uptake from the plant and volatilization to the atmosphere.
The use of RYE (realistic yield expectations) is more applicable when completing agronomic loadings for
solid waste such as sludge or applied animal waste with little pretreatment and higher organics where N
is less available when applied. It is typical in surface applied sites for the crop to so Nitrogen stress and
for additional Nitrogen inputs to be recommended to ensure that the crop thrives and is functioning.
Due to the low run off potential, high iron content and surface soil organic content of the site it is expected
that any additional P not up taken by the plant to be captured and bound within the soil profile. Our
agronomic calculations justify that the nutrients (Nitrogen-N and Phosphorus-P) in the proposed 9,480
gallons per day applied over the proposed applied wastewater application footprint of 2.90 acres will be
up taken by the proposed cover crop. 0.83 Acres required for N and 1.91 acres required for P. Please
see the attached report NCSU AG-439 16W 2008 as justification for this value.

H. Water Balance:
1. The water balance was not signed, sealed and dated by a qualified professional in accordance with
15A NCAC 02T .0504(k) and the Water Balance Calculation Policy. Please provide a cover letter that
satisfies the above criteria certifying the water balance received via email on October 28, 2020 from
Doug Haggett.
The water balance was completed as part of a package included in the soils and agronomy report
completed by LMG and signed by Nicholas P. Howell — LMG - NC LSS 1294, CPSS 328992. The second
page presents the LSS seal for Nicholas P. Howell -LMG- NC LSS 1294, CPSS 328992 and certifies that all
contents of that package were completed and reviewed under that seal. However, please see the affixed
seal at the conclusion of this add information letter that certifies that the completed water balance
included int the October 5, 2020 Soil Evaluation and Agronomist Report was completed and reviewed by
Nicholas P. Howell — LMG- NC LSS 1294, CPSS 328892 in accordance 15A NCAC.02T .0504(k).
If you require any additional information for these additional information requests, please do not
hesitate to contact my office. I may be reached at 910.452-0001, 910-471-0505 or
[e-mail].
Regards,
CPSS
Certified Professional
Soil Scientist
NICHOLAS P. HOWELL
328892
Nicholas P. Howell
Land Management Group — A Davey Tree Company
NC Licensed Soil Scientist 41294
SSA CPSS 4328892

Distributed in furtherance of
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8 and June 30, 1914. North
Carolina State University and
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University commit themselves
to positive action to secure
equal opportunity regardless
of race, color, creed, national
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Carolina State University,
North Carolina A&T State
University, U.S. Department of
Agriculture, and local govern-
ments cooperating.
SoilFacts
Nutivtcnt Removal
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Studying nutrient removal by plants is one of the methods used to develop fertil-
ity recommendations. Tests are designed to examine patterns of nutrient uptake in
response to different levels of fertilizer application. Information on nutrient removal
alone is not adequate for making fertility recommendations because it does not take
into account the ability of the soils to retain and supply nutrients. It can, however,
show variations in nutrient needs among different crops. In addition, it can indicate
the rates at which reserves of soil nutrients will be depleted.
Plant growth and development depends on
many factors, including adequate nutrition.
The exact amount of fertilizer necessary
varies with the potential yield, growth, and
the concentration of nutrients that are avail-
able from soil reserves and decaying organic
matter. These interacting factors make it
difficult to develop reliable recommendations
for fertility. Sound recommendations require
well -planned, long-term experiments that can
show responses for a wide range of environ-
mental, soil, and growth conditions.
Nutrients in plants that are left in the
field will partially resupply nutrient reserves
in the soil as they decompose. Estimates of
nutrient depletion, therefore, should take
into account only the nutrients removed with
the harvested portion of the plant. The table
on page 2 shows the mean concentration of
various nutrients that are removed by each
crop for the yield level indicated. Values are
not reported for boron, molybdenum, iron, or
chlorine because they were omitted from the
references used. This does not mean they are
not removed nor that they are unimportant. A
brief discussion of each nutrient precedes the
table.
Nitrogen
Nitrogen is a part of all plant and animal
proteins and a component of DNA and RNA.
Crop uptake of nitrogen is relatively inef-
NCSTATE UNIVERSITY
A&T STATE UNIVERSITY
COOPERATIVE
A EXTENSION
= Helping People Put Knowledge ,, Wink
ficient and often results in average nitrogen
losses of 50 percent because of leaching,
volatilization, or denitrification. Conse-
quently, crop removal values reflect a mini-
mum amount of nitrogen required because
they do not account for nitrogen losses.
Legumes produce most of their own
nitrogen through a symbiotic, or beneficial,
relationship with bacteria (Rhizobium spe-
cies) that infect their roots. These bacteria
have the ability to convert atmospheric ni-
trogen into forms that can be used by plants.
Therefore, legumes with active nitrogen -fix-
ing bacteria do not need additional sources
of nitrogen. If fertilizer nitrogen is added to
a legume, bacterial production of nitrogen
decreases. Current research suggests that
legumes may be less efficient than nonle-
gume crops in recovering nitrogen applied
as fertilizers.
Nitrogen can accumulate under some
conditions in North Carolina soils. How-
ever, the rate of accumulation and the length
of availability is extremely unpredictable
and as such is not included in standard soil
analysis. Sources of soil nitrogen include
commercial fertilizers, animal manures,
legume residues, and other forms of decay-
ing organic matter. For more information
on nitrogen refer to Extension publication
AG-439-2 Nitrogen Management and Water
Quality.

SoilFacts
Table 1. Estimated Nutrient Removal Rates of Crops
Crop
Yield
N
p2O5
K2O
Ca
Mg
S
Cu
Mn
Zn
peracre
------------------------------------------
Ibs------------------------------------------
Grains
Barley (grain)
40 bu
35
15
10
1
2
3
0.03
0.03
0.06
(straw)
1 ton
15
5
30
8
2
4
0.01
0.32
0.05
Corn (grain)
150 bu
135
66
40
2
8
10
0.06
0.09
0.15
(stover)
4.5 tons
100
37
145
26
20
14
0.05
1.50
0.30
Oats (grain)
80 bu
50
20
15
2
3
5
0.03
0.12
0.05
(straw)
2 tons
25
15
80
8
8
9
0.03
-
0.29
Rye (grain)
30 bu
35
10
10
2
3
7
0.02
0.22
0.03
(straw)
1.5 tons
15
8
25
8
2
3
0.01
0.14
0.07
Sorghum (grain)
60 bu
50
27
15
4
5
5
0.01
0.04
0.04
(stover)
3 tons
65
20
95
29
18
-
-
-
-
Wheat (grain)
40 bu
50
20
15
1
6
3
0.03
0.09
0.14
(straw)
1.5 tons
20
5
35
6
3
5
0.01
0.16
0.05
Hay
Alfalfa
4 tons
180
59
180
112
21
19
0.06
0.44
0.42
Bluegrass
2 tons
60
29
60
16
7
5
0.02
0.30
0.08
Coastal Bermuda
8 tons
400
92
345
48
32
32
0.02
0.64
0.48
Cowpea
2tons
120
25
80
55
15
13
-
0.65
-
Fescue
3.5 tons
135
65
185
-
13
20
-
-
-
Orchardgrass
6 tons
300
100
375
-
25
35
-
-
-
Red Clover
2.5 tons
100
25
100
69
17
7
0.04
0.54
0.36
Ryegrass
5 tons
215
85
240
-
40
-
-
-
-
Sorghum -Sudan
8 tons
319
122
467
-
47
-
-
-
-
Soybean
2 tons
90
20
50
40
18
10
0.04
0.46
0.15
Timothy
2.5 tons
60
25
95
18
6
5
0.03
0.31
0.20
Fruits and Vegetables
Apples
500 bu
30
10
45
8
5
10
0.03
0.03
0.03
Beans, dry
30 bu
75
25
25
2
2
5
0.02
0.03
0.06
Bell Peppers
250 cwt
137
52
217
-
43
-
-
-
-
Broccolit
1 cwt
.58
0.18
0.44
-
-
-
-
-
-
Cabbage
15 tons
98
27
98
15
6
33
.03
.08
0.06
Cucumbers
10 tons
90
28
174
-
25
-
-
-
-
Eggplant$
16 tons
207
46
34
-
-
-
-
-
-
Lettuce$
7 tons
61
19
116
13
4
-
-
-
-
Melons (cantaloupe)t
10 cwt
1.5
0.84
3.84
-
-
-
-
-
-
(honeydew)t
10 cwt
1.06
0.44
3.61
-
-
-
-
-
-
(watermelon)t
6 tons
50
14
89
63
13
-
-
-
-
61

Nutrient Removal by Crops in North Carolina
Table 1. (continued)
Crop
Yield
peracre
N P2O5 K2O Ca Mg S Cu Mn Zn
-------------------------------------------- Ibs-----------------------------------------
Okra$
8 tons
179
65
139
24
24
-
-
-
-
Onions
12 tons
28
12.5
25
6.9
1
11
0.02
0.05
0.19
Peaches
600 bu
35
20
65
4
8
2
-
-
0.01
Peas
25 cwt
164
35
105
-
18
10
-
-
-
Potatoes (white)
30,000lbs
90
45
158
5
7
7
0.06
0.14
0.08
(vines)
-
61
20
54
-
12
7
-
-
-
Potatoes (sweet)
500 bu
67
57.5
160
7
7
10
0.03
0.10
0.05
(vines)
-
30
4
280
-
5
-
-
-
-
Snap Beans
4tons
138
33
163
-
17
-
-
-
-
Spinach
5 tons
50
10
30
12
5
4
0.02
0.10
0.10
Squash (summer)**
10 tons
32
12
56
-
-
-
-
-
-
(winter)*
6 tons
12
10
58
-
-
-
-
-
-
Sweet Corn
90 cwt
140
47
136
-
20
11
-
-
-
Tomatoes
20 tons
120
20
160
7
11
14
0.07
0.13
0.16
Turnips
15 tons
45
20
90
12
6
-
-
-
-
Other Crops
Cotton (seed & lint) 2,600 Ibs 63 25 31 4 7 5 0.18 0.33 0.96
(stalks, leaves,
& burs) 3,000 Ibs 57 16 72 56 16 15 0.05 0.06 0.75
Peanuts (nuts) 4,000lbs 140 22 35 6 5 10 0.04 0.3 0.25
(vines) 5,000lbs 100 17 150 88 20 11 0.12 0.15 -
Soybeans (beans) 50 bu 188 40 74 19 10 23 0.05 0.06 0.05
(leaves, stems,
& pods) 6,100 Ibs 89 16 74 30 9 12 - - -
Tobacco, flue -cured
(leaves) 3,000lbs 85 15 155 75 15 12 0.03 0.55 0.07
(stalks) 3,600lbs 41 11 102 - 9 7 - - -
Tobacco, burley
(leaves) 4,000lbs 145 17 150 - 18 24 - - -
(-) symbol means the information was not available in the reference used.
tUSDA, NRCS. 2007. The PLANTS Database (http://plants.usda.gov, 19 November 2007). National Plant Data Center,
Baton Rouge, LA 70874-4490 USA.
$Wichmann, W. (ed.), 2007. World Fertilizer Use Manual (http://www.fertilizer.org/ifa/publicat/html/pubman/manual.htm,
19 November 2007). BASF AG, Germany.
*Schulthers, J.R., 1995. Growing Pumpkins and Winter Squash (http://www.ces.ncsu.edu/depts/hort/hil/hil-24.html).
**Smith, R.C., 2000. Vegetable Maturity Dates, Yield and Storage, H-912. (http://www.ag.ndsu.edu/pubs/plantsci/hort-
crop/h9l2w.htm).
Other reference sources include: The Fertilizer Institute, Potash and Phosphate Institute, Alabama CES circular
ANR-449, Tisdale and Nelson's Soi/Ferti/ityandFerti/izers, Mortvedt, Giordano and Lindsay's MicronutrientsinAgri-
cultum,, and I M C's Efficient Fertilizer Use - Fertilizing forProfit.
3

SoilFacts
Phosphorus
Phosphorus is involved in the energy
dynamics of plants. Without it,
plants could not convert solar energy
into the chemical energy needed for
the synthesis of sugars, starches,
and proteins. Phosphorus moves
very slowly in mineral soils and thus
tends to build up over time when
the amount of phosphorus added in
fertilizer and organic matter exceeds
the amount removed in the harvested
portions of crops. Because phospho-
rus is relatively immobile in soil, it
is important that plant roots have a
close and adequate supply. Factors
that inhibit root growth therefore can
affect uptake of phosphorus.
Much of the phosphorus added to
soil is "fixed" by chemical reactions
with iron, aluminum, and calcium
and becomes unavailable for uptake
by crops. The quantity of phos-
phorus available to plants is much
smaller than the total quantity of
phosphorus in the soil. This amount
can be determined only through soil
tests. The quantity of available phos-
phorus in soils is the fraction that is
affected by plant uptake.
Potassium
Potassium is involved in photo-
synthesis, sugar transport, water and
nutrient movement, protein synthe-
sis, and starch formation. Potassium
helps to improve disease resistance,
tolerance to water stress, winter har-
diness, tolerance to plant pests, and
uptake efficiency of other nutrients.
Potassium removal by crops un-
der good growing conditions is usu-
ally high, and is often three to four
times that of phosphorus and equal
to that of nitrogen. In many cases
where levels of soluble potassium in
the soil are high, plants tend to take
up more potassium than they need.
This is called luxury consumption
because the excess potassium does
not increase yields.
Potassium is also mobile in soils,
depending on soil texture. Move-
ment is greatest in course -textured
sands, followed by fine sands and
then clay soils. Accumulation of
potassium also depends upon soil
texture. The greatest accumulation
generally occurs in clay soils, fol-
lowed by loam and coarse -textured
sands.
Calcium and Magnesium
Calcium is a constituent of the cell
wall and keeps the cell membranes
stable. Visual evidence of calcium
deficiencies generally occurs in
growing points of the plant at the
fruit, stem, leaf, and root tips.
Magnesium is an essential part
of the chlorophyll molecule where
photosynthesis occurs. Magnesium
is also involved in energy metabo-
lism in the plant and is required for
protein formation.
Depletion of calcium and mag-
nesium reserves in the soil by crop
removal is rarely a problem in limed
soils because of the large quantity
of these nutrients that are present
in liming materials. However, some
crops, such as peanuts, may require
more calcium than the crops can
remove.
Sulfur
Sulfur is a component of some
amino acids that are important in
building proteins. Sulfur is required
by plants in about the same quantity
as phosphorus.
Sulfur, just as nitrogen, is mobile
in soils and can be lost by leaching.
Leaching is greatest in coarse -tex-
tured soils under high rainfall condi-
tions and least in limed clay soils
that are low in aluminum and iron.
In North Carolina, most of the sulfur
in surface soils is associated with
organic matter. About 10 pounds of
sulfur per acre are deposited annu-
ally by rainfall in North Carolina.
Values for crop removal may be
useful guides for sulfur fertilization
on coarse -textured, sandy soils with
clay subsoils at depths greater than
15 inches.
Micronutrients
Micronutrients are called "micro"
only because they are needed in very
small quantities by plants. With-
out them, however, no plant could
survive and function normally. The
micronutrients are involved in dif-
ferent plant processes and can react
differently in the soil.
Copper. Copper is involved in plant
enzyme systems, protein synthesis,
seed formation, chlorophyll for-
mation and nitrogen metabolism.
Copper moves very little in soils and
thus can accumulate when applica-
tion rates exceed utilization. Copper
is also held tightly by organic matter.
Zinc. Zinc is involved in starch
formation, protein synthesis, root
development, growth hormones, and
enzyme systems. As with copper,
zinc is relatively immobile in soils
and tends to accumulate.
Manganese. Manganese is involved
in chlorophyll formation, nitrate
assimilation, enzyme systems,
and iron metabolism. Manganese
deficiency is generally caused by a
high soil pH but can also be induced
by an imbalance with other elements
such as calcium, magnesium, and
ferrous iron. Manganese availabil-
ity in limed soils is decreased with
increasing levels of organic matter.
Boron. Boron is involved in sugar
and starch balance and translocation,
pollination and seed production, cell
division, nitrogen and phosphorus
metabolism, and protein formation.
Boron, just as nitrogen and sulfur,
is highly mobile and is not readily
retained by sandy surface soils. Be-
cause of this mobility, boron must be
added annually for crops sensitive to
boron deficiencies. Removal of bo-
ron by crops is a reasonable estimate
of need. Leaching loss of boron is
typically several times greater than
crop removal. Boron fertilizer is re-
4

Nutrient Removal by Crops in North Carolina
quired for cotton, peanuts, reseeding
clovers, and alfalfa, and vegetable
crops often require boron fertiliza-
tion on sandy soils.
Molybdenum. Molybdenum is in-
volved in protein synthesis, legume
nitrogen fixation, enzyme systems,
and nitrogen metabolism. Deficien-
cies of molybdenum generally occur
on acidic soils that contain high
levels of iron and aluminum oxides.
Estimates of molybdenum removal
by crops may serve as a general fer-
tilization guide. However, availabil-
ity of soil reserves of molybdenum
to the plant are largely regulated by
soil pH.
Iron. Iron is important in chloro-
phyll and protein formation, enzyme
systems, respiration, photo -synthe-
sis, and energy transfer. Iron defi-
ciency, which is not very common
in North Carolina, is believed to be
caused by an imbalance of metallic
ions, such as copper and manganese,
excessive amounts of phosphorus in
soils, and a combination of high pH,
high lime, cool temperatures and
high levels of carbonate in the root
zone.
Chlorine. Chlorine is involved in
photosynthesis, water -use efficiency,
crop maturity, disease control and
sugar translocation. While chloride
Prepared by
Deanna L. Osmond,
Professor and Department Extension Leader
and
Jihoon Kang,
Ph.D. Graduate Student
Department of Soil Science
leaches quite readily in coarse -tex-
tured soils, deficiencies are not very
common.
Summary
Estimates of crop nutrient removal
rates are useful in comparing the
nutrient demands of different crops.
These values, however, do not take
into account the quality and avail-
ability of nutrient reserves already
in the soil. Because of this limita-
tion, soil testing should still be the
cornerstone of all fertility programs.
Removal rates can be used in con-
junction with soil testing to estimate
nutrient reserves.
Copyright © 2008 by North Carolina State University
Published by
NORTH CAROLINA COOPERATIVE EXTENSION SERVICE
C O L L E G E O F
AGRICULTURE & LIFE SCIENCES
ACADEMICS - RESEARCH - EXTENSION
NC STATE UNIVERSITY 0:

Southern Magnolia Farm
2655 Old Brick Road
Vanceboro, North Carolina
Phase II - 9,480 GPD
Supporting Calculations
January 21, 2021
Wastewater System Design Parameters
Type of Establishment 1: Cottages with 2 Bedrooms each (3)
Number of Bedrooms = 6
Flow per Bedroom = 120 gpd
Daily Flow = 720 gpd
Type of Establishment 2: Cottages with 3 Bedrooms each (2)
Number of Cottages = 6
Flow per Cottage = 120
Daily Flow = 720
Type of Establishment 3: Cottages with 4 Bedrooms each (2)
Number of Cottages = 8
Flow per Cottage = 120
Daily Flow = 960
OH CARO '
QQ 2i'SA�-�i€ l
SEAL
N' NP
Type of Establishment 4: Campsites with Water and Sewer Hookups (48)
Number of Campsites = 48
Flow per Campsite = 100 gpd
Daily Flow = 4,800 gpd
Type of Establishment 5: Campsites without Water and Sewer (Comfort Station)
Number of Campsites = 10
Flow per Campsite = 75 gpd
Daily Flow = 750 gpd
Type of Establishment 6: Self Service Laundry Room with 2 Washing Machines
Number of Machines = 2
Flow per Machine = 500 gpd
Daily Flow = 1,000 gpd
Type of Establishment 7: Camp Store without Food Service
Floor Area = 5,300 s.f. (includes mezzanine)
Flow per 1,000 s.f. = 100 gpd
Daily Flow = 530 gpd
Design Daily Flow = 9,480 gpd
Tank Peak Flow Factor = 1.0
Disposal Field Peak Flow Factor = 1.0
Page 1

Operation Days per Week =
7
days
Treatment System Design Flow =
9,480
gpd
Spray Irrigation Design Flow =
9,480
gpd
Campsites per Septic Tank =
2
Estimated Flow per Septic Tank =
200
gpd
2 Bedroom Cottages per Septic Tank =
1
Estimated Flow per Septic Tank =
240
gpd
3 Bedroom Cottage per Septic Tank =
1
Estimated Flow per Septic Tank =
360
gpd
4 Bedroom Cottage per Septic Tank =
1
Estimated Flow per Septic Tank =
480
gpd
Design Flow for Septic Tanks =
480
gpd
(does not include camp store)
Benchmark =
MSL
Elevation =
28
feet, MSL
Dominant Soil Series = Goldsboro
Soil Scientist's Recommended Rates:
Instantaneous Loading Rate =
0.94
in/hr
Weekly Loading Rate =
0.936
in/week
Annual Loading Rate =
43.96
in/year
Equivalent LTAR =
0.075
g/ft2/day
Engineer's Design Loading Rates:
Annual Loading Rate =
43.834
in/year
Equivalent LTAR =
0.075
g/ft2/day
Downgradient Surface Water =
Bear Branch
(27-97-7)
Downgradient Water Classification :
other
(WS-I, WS-II, WS-III, SA, SB, B or other)
Other Classification :
C;sw, nsw
Standby Generator Provided ?
yes
(yes or no)
Automatic Operation ?
yes
(yes or no)
Page 2

Septic Tank(s) (pre -cast concrete)
[15A NCAC 18A .1952 & .1954]
This septic tank to be installed at each cottage and for two RV sites. Adjust grades to meet individual site
conditions. Existing grade in the camp area is approximately 28-feet MSL. Typical of 31 septic tanks.
Design Daily Flow =
480
gpd
Minimum Tank Size =
960
gallons
Nominal Tank Size Selected =
1,007
gallons
DHHS Approval Number:
STB-345
Total Depth =
4.67
feet
56 inches
Freeboard =
10
inches
(min. 9" freeboard)
Storage Depth =
3.83
feet
46.0 inches
Average Length =
9.38
feet
112.5 inches
Maximum Width =
4.69
feet
(W=L/2 max.)
Average Width =
4.38
feet
52.5 inches
Working Volume =
1,143
gallons
Tank Wall Thickness =
3
inches
Tank Top Thickness =
5
inches
Tank Bottom Thickness =
4
inches
Avg. Baffle Wall Thickness =
3
inches
Anti -Floatation Collar =
0
inches
Tank Dimensions =
9.88
ft. long
(outside)
4.88
ft. wide
5.42
ft. deep
weight
11,128
pounds
Depth of Soil Overburden =
9.00
inches
(over top of tank)
Depth to Groundwater =
2.00
feet
24 inches
Depth of Potential Submerence =
4.17
feet
50 inches
Depth of Saturated Soil =
0.75
feet
9.0 inches
Depth of Submerged Soil =
0.00
feet
0.0 inches
Unit Weight of Saturated Soil =
120
pounds/ft3
Unit Weight of Submerged Soil =
57.6
pounds/ft3
Flotation Lift =
12,517
pounds
(based on SHWT)
Weight of Septic Tank =
11,128
pounds
Weight of Soil Over Tank =
4,333
pounds
Anti -Floatation Safety Factor =
1.1
Design Floatation Lift =
13,768
Anti -Floatation Ballast Required =
-1,692
pounds
Anti -Floatation Bracket Width =
1.00
feet
12 inches
Anti -Floatation Bracket Length =
1.25
feet
15 inches
Number of Anti -Floatation Brackets =
0
Anti -Floatation Bracket Area =
0.00
ft2
Depth of Soil Overburden =
5.83
feet
70.00 inches
Depth of Saturated Soil =
2.00
feet
24.0 inches
Depth of Submerged Soil =
3.83
feet
46.0 inches
Page 3

Weight of Soil Overburden =
0
pounds
Anti -Floatation Ballast Provided =
0
pounds
OK
Inlet Invert above Tank Floor =
48
inches
Outlet Invert above Tank Floor =
46
inches
Existing Grade at Septic Tank =
28.0
feet, MSL
Top of Septic Tank Elevation =
27.25
feet
Floor of Septic Tank Elevation =
22.17
feet
Inlet Invert Elevation =
26.17
feet
Outlet Invert Elevation =
26.00
feet
Bottom of Septic Tank Elevation =
21.83
feet
Estimated Influent BOD =
370
mg/I
(ranges from 210 mg/I to 530 mg/1)
Estimated Effluent BOD =
170
mg/I
(ranges from 140 mg/I to 200 mg/1)
Typical Influent TSS =
419
mg/I
(ranges from 237 mg/I to 600 mg/1)
Estimated Effluent TSS =
70
mg/I
(ranges from 50 mg/I to 90 mg/1)
Estimated Influent Ammonia =
24
mg/I
(ranges from 7 mg/I to 40 mg/1)
Estimated Effluent Ammonia =
40
mg/I
(ranges from 20 mg/I to 60 mg/1)
Estimated Influent Phosphorus =
9
mg/I
(ranges from 6 mg/I to 12 mg/1)
Estimated Effluent Phosphorus =
9
mg/I
(ranges from 6 mg/I to 12 mg/1)
Mass Loading
BOD =
0.3
Ibs per day
TSS =
1.4
Ibs per day
Ammonia =
0.0
Ibs per day
Phosphorus =
0.0
Ibs per day
Total =
1.7
Ibs per day
Cubic Feet per Day =
0.7
W per day of 4% solids
USEPA design value for sludge
Depth of Sludge Storage in Septic Tank(s) =
1.92
feet
[1/2 of liquid depth]
Available Sludge Storage per Septic Tank =
588
gallons
Total Sludge Storage Capacity =
79
cft
Minimum Storage Time =
119
days
OK
Emergency Storage Volume =
256
gallons
(freeboard volume)
This septic tank to be installed at the Comfort Station for the group camp area.
The existing grade at the Comfort Station is approximately 28-feet MSL.
Design Daily Flow = 750 gpd
Minimum Tank Size = 1,378 gallons
Nominal Tank Size Selected = 1,500 gallons
DHHS Approval Number: STB-395
Total Depth = 5.08 feet 61 inches
Page 4

Freeboard =
10
inches
(min. 9" freeboard)
Storage Depth =
4.25
feet
51.0 inches
Average Length =
10.08
feet
121 inches
Maximum Width =
5.04
feet
(W=L/2 max.)
Average Width =
5.00
feet
60 inches
Working Volume =
1,563
gallons
Tank Wall Thickness =
3
inches
Tank Top Thickness =
5
inches
Tank Bottom Thickness =
4
inches
Avg. Baffle Wall Thickness =
3
inches
Anti -Floatation Collar =
0
inches
Tank Dimensions =
10.58
ft. long
127 inches
(outside)
5.50
ft. wide
66 inches
5.83
ft. deep
70 inches
weight
13,396
pounds
Depth of Soil Overburden =
9.00
inches
(over top of tank)
Depth to Groundwater =
2.00
feet
24 inches
Depth of Potential Submerence =
4.58
feet
55 inches
Depth of Saturated Soil =
0.75
feet
9.0 inches
Depth of Submerged Soil =
0.00
feet
0.0 inches
Unit Weight of Saturated Soil =
120
pounds/ft3
Unit Weight of Submerged Soil =
57.6
pounds/ft3
Flotation Lift =
16,648
pounds
(based on SHWT)
Weight of Septic Tank =
13,396
pounds
Weight of Soil Over Tank =
5,239
pounds
Anti -Floatation Safety Factor =
1.1
Design Floatation Lift =
18,312
Anti -Floatation Ballast Required =
-322
pounds
Anti -Floatation Bracket Width =
1.00
feet
12 inches
Anti -Floatation Bracket Length =
1.25
feet
15 inches
Number of Anti -Floatation Brackets =
0
Anti -Floatation Bracket Area =
0.00
ft2
Depth of Soil Overburden =
6.25
feet
75.00 inches
Depth of Saturated Soil =
2.00
feet
24.0 inches
Depth of Submerged Soil =
4.25
feet
51.0 inches
Weight of Soil Overburden =
0
pounds
Anti -Floatation Ballast Provided =
0
pounds
OK
Inlet Invert above Tank Floor =
53
inches
Outlet Invert above Tank Floor =
51
inches
Existing Grade at Septic Tank =
28.0
feet, MSL
Top of Septic Tank Elevation =
27.25
feet
Floor of Septic Tank Elevation =
21.75
feet
Inlet Invert Elevation =
26.17
feet
Outlet Invert Elevation =
26.00
feet
Page 5

Bottom of Septic Tank Elevation = 21.42 feet
Estimated Influent BOD =
370
mg/I
(ranges from 210 mg/I to 530 mg/1)
Estimated Effluent BOD =
170
mg/I
(ranges from 140 mg/I to 200 mg/1)
Typical Influent TSS =
419
mg/I
(ranges from 237 mg/I to 600 mg/1)
Estimated Effluent TSS =
70
mg/I
(ranges from 50 mg/I to 90 mg/1)
Estimated Influent Ammonia =
24
mg/I
(ranges from 7 mg/I to 40 mg/1)
Estimated Effluent Ammonia =
40
mg/I
(ranges from 20 mg/I to 60 mg/1)
Estimated Influent Phosphorus =
9
mg/I
(ranges from 6 mg/I to 12 mg/1)
Estimated Effluent Phosphorus =
9
mg/I
(ranges from 6 mg/I to 12 mg/1)
Mass Loading
BOD = 0.4 Ibs per day
TSS = 2.2 Ibs per day
Ammonia = 0.0 Ibs per day
Phosphorus = 0.0 Ibs per day
Total = 2.6 Ibs per day
Cubic Feet per Day = 1.0 ft3 per day of 4% solids
USEPA design value for sludge
Depth of Sludge Storage in Septic Tank(s) = 2.13 feet [1/2 of liquid depth]
Available Sludge Storage per Septic Tank = 801 gallons
Total Sludge Storage Capacity = 107 cft
Minimum Storage Time = 104 days OK
Emergency Storage Volume = 314 gallons (freeboard volume)
This septic tank to be installed at the Camp Store and will also serve the laundry.
The existing grade at the store is approximately 26.5-feet MSL.
Design Daily Flow =
1,530
gpd
Minimum Tank Size =
2,273
gallons
Nominal Tank Size Selected =
3,010
gallons
DHHS Approval Number:
STB-407
Total Depth =
6.83
feet
82
inches
Freeboard =
12
inches
(min. 9" freeboard)
Storage Depth =
5.83
feet
70.0
inches
Average Length =
13.25
feet
159
inches
Maximum Width =
6.63
feet
(W=L/2 max.)
Average Width =
5.50
feet
66
inches
Working Volume =
3,108
gallons
Tank Wall Thickness =
6
inches
Tank Top Thickness =
6
inches
Tank Bottom Thickness =
6
inches
Avg. Baffle Wall Thickness =
3
inches
Page 6

Anti -Floatation Collar =
0
Tank Dimensions =
14.25
(outside)
6.50
7.83
weight
35,495
Depth of Soil Overburden = 10.00
Depth to Groundwater =
2.00
Depth of Potential Submerence =
6.67
Depth of Saturated Soil =
0.83
Depth of Submerged Soil =
0.00
Unit Weight of Saturated Soil =
120
Unit Weight of Submerged Soil =
57.6
Flotation Lift = 38,532
Weight of Septic Tank = 35,495
Weight of Soil Over Tank =
9,263
Anti -Floatation Safety Factor =
1.1
Design Floatation Lift =
42,385
Anti -Floatation Ballast Required =
-2,373
Anti -Floatation Bracket Width =
1.00
Anti -Floatation Bracket Length =
1.25
Number of Anti -Floatation Brackets =
0
Anti -Floatation Bracket Area =
0.00
Depth of Soil Overburden =
8.17
Depth of Saturated Soil =
2.00
Depth of Submerged Soil =
6.17
Weight of Soil Overburden =
0
Anti -Floatation Ballast Provided =
0
Inlet Invert above Tank Floor = 72.75
Outlet Invert above Tank Floor = 70
Existing Grade at Septic Tank =
Top of Septic Tank Elevation =
Floor of Septic Tank Elevation =
Inlet Invert Elevation =
Outlet Invert Elevation =
Bottom of Septic Tank Elevation =
26.5
25.67
18.33
24.40
24.17
17.83
inches
ft. long
ft. wide
ft. deep
pounds
inches
feet
feet
feet
feet
pounds/ft3
pounds/ft3
pounds
pounds
pounds
pounds
feet
feet
ft2
feet
feet
feet
pounds
pounds
inches
inches
feet, MSL
feet
feet
feet
feet
feet
(over top of tank)
24
inches
80
inches
10.0
inches
0.0
inches
(based on SHWT)
12 inches
15 inches
98.00 inches
24.0 inches
74.0 inches
OK
Estimated Influent BOD =
370
mg/I
(ranges from 210 mg/I to 530 mg/1)
Estimated Effluent BOD =
170
mg/I
(ranges from 140 mg/I to 200 mg/1)
Typical Influent TSS =
419
mg/I
(ranges from 237 mg/I to 600 mg/1)
Estimated Effluent TSS =
70
mg/I
(ranges from 50 mg/I to 90 mg/1)
Estimated Influent Ammonia =
24
mg/I
(ranges from 7 mg/I to 40 mg/1)
Estimated Effluent Ammonia =
40
mg/I
(ranges from 20 mg/I to 60 mg/1)
Estimated Influent Phosphorus =
9
mg/I
(ranges from 6 mg/I to 12 mg/1)
Estimated Effluent Phosphorus =
9
mg/I
(ranges from 6 mg/I to 12 mg/1)
Page 7

Mass Loading
BOD =
0.9
Ibs per day
TSS =
4.5
Ibs per day
Ammonia =
-0.1
Ibs per day
Phosphorus =
0.0
Ibs per day
Total =
5.3
Ibs per day
Cubic Feet per Day =
2.1
W per day of 4% solids
USEPA design value for sludge
Depth of Sludge Storage in Septic Tank(s) =
2.92
feet [1/2 of liquid depth]
Available Sludge Storage per Septic Tank =
1,590
gallons
Total Sludge Storage Capacity =
213
cft
Minimum Storage Time =
101
days OK
Emergency Storage Volume =
545
gallons (freeboard volume)
Page 8

Anoxic Equalization Basin (fiberglass) and Equalization Pump (submersible)
The Equalization Basin is designed to meet the requirements of 15A NCAC 02T.
Design Daily Flow =
9,480
gallons
Required Flow Equalization =
25%
Required Equalization Volume =
2,370
gallons
Proposed Basin Size =
8,000
gallons
Equalization Pump = Sta-Rite STEP30x3O-05221
Equalization Pump Inlet Height =
11.5
inches
Distance Above Floor of Basin =
2.0
inches
Minimum Low Level Switch Setting =
19.5
inches
Basin Length =
164.688
inches
Basin Diameter =
119.375
inches
Pumps Off Level =
24.00
inches
Pumps Enable Level =
36.00
inches
Timer Override Level =
96.00
inches
High Level Alarm Level =
108.00
inches
Doses per Day from Denite Pump =
48
Dose Volume =
60
gallons
Flow Rate =
30
gpm
Dose Time =
120
seconds
Denite Pump Flow =
2,880
gallons
Equalization Pump Flow Required =
12,360
gallons
Doses Per Day =
72
Dose Volume =
172
gallons
Equalization Pump Flow Rate =
28.5
gpm
Minimum Dose Time =
361
seconds
Design Dose Time =
360
seconds
Design Forward Flow =
12,312
gallons
Percent of Design Flow =
130%
Minumum Volume Available for Dose =
883
gallons
(volume between Pumps Enable and Pumps Off levels)
Equalization Volume Provided =
5,733
gallons
(volume between Timer Override and Pumps Off levels)
Flow Equalization Percent of Design Flow = 60%
Emergency Storage Volume = 1,102 gallons
(volume between Timer Override and Top of Tank)
0.96 feet
0.17 feet
1.13 feet
13.72 feet
9.95 feet
2.00 feet
3.00 feet
8.00 feet
9.00 feet
2 minutes
6.02 minutes
6 minutes
OK
OK
Proposed Grade at Equalization Basin = 27.0 feet, MSL
Page 9

Depth of Soil Overburden = 32.60 inches (over top of tank)
Center EQ Inlet Pipe Below Basin Top =
Inlet Pipe Nominal Size =
Inlet Pipe Type =
Inlet Pipe I.D. =
Center EQ Outlet Pipe Below Basin Top =
Inlet Pipe Nominal Size =
Inlet Pipe Type =
Inlet Pipe I.D. =
9.00
inches
6.00
inches
S40
[S40, S80, C900 or SDR21]
6.031
inches
9.00
inches
1.25
inches
S40
[S40, S80, C900 or SDR21]
1.364
inches
Top of Anoxic EQ Basin Elevation =
24.28
feet
Bottom of Anoxic EQ Basin Elevation =
14.34
feet
Inlet Invert Elevation =
23.28
feet
Outlet Invert Elevation =
23.48
feet
Minimum Velocity =
1.2
fps
Maximum Velocity =
10.0
fps
Elevation Head =
7.14
feet
Equalization Control Valve Size =
1.25
inches
Equalization Pipe Nominal Size =
1.25
inches
Equalization Pipe Type =
S80
[S40, S80,
C900 or SDR21]
Equalization Pipe I.D. =
1.256
inches
Equalization Pipe Velocity =
7.4
fps
OK
Equalization Pipe Length =
20
feet
(pump to recirculation basin)
Number of Ball Valves =
0
0.000
Number of Ball Check Valves =
0
0.000
Number of Swing Check Valves =
0
0.000
Number of Gate Valves =
0
0.000
Number of Globe Valves =
1
1.448
Head Loss Through Valves =
1.448
feet
Number of 90 Elbows =
2
3.45 feet
Number of 45 Elbows =
1
1.84 feet
Number of Branch Tees =
0
6.90 feet
Number of Flow Tees =
0
2.30 feet
Equivalent Pipe Length for Fittings =
8.74
feet
Equalization Pipe Friction Head =
4.61
feet
(including fittings)
Pressure Required at Discharge =
0.00
psi
Total Dynamic Head =
13
feet
5.7 psi
Safety Factor =
1.15
Design Operating Head =
15
feet
6.6 psi
Equalization Pump Requirements:
Design Flow =
28.50
gpm
Design TDH =
15
feet
Page
10

Pump Selection = Sta-Rite STEP 30X50-05221
Pump Capacity at Design Head =
44.00
gpm
OK
Minimum Pump Flow =
5.0
gpm
OK
Pump Shut Off Head =
104
feet
OK
Bouyancy for Multi -Compartment Tank
Nominal Tank Size Selected =
31,000
gallons
Xerxes
Number of Compartments =
3
Tank Length =
683
inches
56.88 feet
Tank Diameter =
120
inches
10.00 feet
Storage Depth =
120
inches
10.00 feet
Storage Volume for Tank =
31,140
gallons
Floatation Lift =
266,420
pounds
Depth of Soil Over Burden =
32.6
inches
Depth to Groundwater =
2.00
feet
24 inches
Depth of Potential Submerence =
10.72
feet
128.6 inches
Depth of Saturated Soil =
2.00
feet
24.0 inches
Depth of Submerged Soil =
0.72
feet
8.6 inches
Unit Weight of Saturated Soil =
120
pounds/ft3
Unit Weight of Submerged Soil =
57.6
pounds/ft3
Surface Area of Tank =
547
sft
Weight of Soil Over Burden =
153,942
pounds
Weight of Dry Tank =
9,700
pounds
(per manufacturer)
Deadman Anchor Length =
18
feet
(per manufacturer)
Width =
18
inches
(per manufacturer)
Average Depth =
8.50
inches
(per manufacturer)
Number of Deadman Anchors =
6
(per manufacturer)
Weight of Deadman Anchors =
17,213
pounds
Deadman Soil Overburden =
12.72
feet
152.6 inches
Depth of Saturated Soil =
2.00
feet
24.0 inches
Depth of Submerged Soil =
10.72
feet
128.6 inches
Surface Area of Anchors =
162
sft
Weight of Soil Over Burden =
138,879
pounds
Total Resistance to Flotation =
319,734
pounds
Safety Factor =
1.20
Page 11

Recirculation Basin (fiberglass) and Recirculation Pump (submersible)
The Recirculation Tank is designed to meet the requirements of the manufacturer.
Minimum Recirculation Volume = 9,480 gallons [V = Q ]
Proposed Basin Size = 15,000 gallons
Recirculation Pump = Sta-Rite STEP50x30-15221
Recirculation Pump Inlet Height =
15.25
inches
1.27
feet
Distance Above Floor of Basin =
2.0
inches
0.17
feet
Minimum Low Level Switch Setting =
23.3
inches
1.44
feet
Basin Length =
353.13
inches
29.43
feet
EF Tank Diameter =
119.375
inches
9.95
feet
Pumps Off Level =
36.00
inches
Pumps Enable Level =
48.00
inches
Recirculation Ball Seating Level =
96.00
inches
High Level Alarm Level =
108.00
inches
Flow from Equalization Basin =
Doses per Day from Calcite Pump =
Dose Volume =
Flow Rate =
Minimum Dose Time =
Design Dose Time =
Calcite Pump Flow =
Recirculation Pump Flow Required =
Doses Per Day =
Dose Volume =
Recirculation Pump Flow Rate =
Minimum Dose Time =
Design Dose Time =
Forward Flow =
Percent of Design Flow =
12,312
24
120
13.6
529
530
2,880
15,192
144
106
40.8
155
156
15,276
161%
Minumum Volume Available for Dose = 1,910
(volume between Pumps Enable and Pumps Off levels)
Recirculation Volume Provided = 9,512
(volume between Ball Seating and Pumps Off levels)
gallons
gallons
gpm
seconds
seconds
gallons
gallons
gallons
gpm
seconds
seconds
gallons
gallons
gallons
Emergency Storage Volume = 1,950 gallons
(volume between Recirculation Ball Seating Level and Top of Tank)
(per manufacturer)
8.82 minutes
8.83 minutes
(per manufacturer)
2.59 minutes
2.60 minutes
Proposed Grade at Recirculation Basin = 27.0 feet, MSL
Depth of Soil Overburden = 32.60 inches (over top of tank)
OK
OK
Page 12

Center Inlet Pipe Below Basin Top =
9.00
inches
Inlet Pipe Nominal Size =
1.25
inches
Inlet Pipe Type =
S40
[S40, S80, C900 or SDR21]
Inlet Pipe I.D. =
1.364
inches
Center Outlet Pipe Above Basin Top =
18.13
inches (outlet is in riser)
Inlet Pipe Nominal Size =
1.25
inches
Inlet Pipe Type =
S40
[S40, S80, C900 or SDR21]
Inlet Pipe I.D. =
1.364
inches
Center Recirc. Valve Below Basin Top =
18.00
inches
Inlet Pipe Nominal Size =
4.00
inches
Inlet Pipe Type =
S40
[S40, S80, C900 or SDR21]
Inlet Pipe I.D. =
3.988
inches
Top of Recirculation Basin Elevation =
24.28
feet
Bottom of Recirculation Basin Elevation =
14.34
feet
Inlet Invert Elevation =
23.48
feet
Outlet Invert Elevation =
25.74
feet
Recirculation Valve Invert Elevation =
22.62
feet
Minimum Velocity =
Maximum Velocity =
E-Z Treat Filter Inlet Invert =
Elevation Head =
Recirculation Pipe Nominal Size =
Recirculation Pipe Type =
Recirculation Pipe I.D. =
Recirculation Pipe Velocity =
Recirculation Pipe Length =
Number of 90 Elbows =
Number of 45 Elbows =
Number of Branch Tees =
Number of Flow Tees =
Equivalent Pipe Length for Fittings =
Recirculation Pipe Friction Head =
1.2 fps
10.0 fps
26.25 feet
8.91 feet
1.50
inches
S80
[S40, S80, C900 or SDR21]
1.476
inches
7.7
fps
OK
43.5
feet, max
(pump to E-Z Treat Filter)
5
4.03 feet
0
2.15 feet
0
8.05 feet
0
2.68 feet
20.15
feet
9.05
feet
(including fittings)
Pressure Required at Discharge =
25.00
psi
Total Dynamic Head =
76
feet
Safety Factor =
1.15
Design Operating Head =
87
feet
Equalization Pump Requirements:
Design Flow =
40.80
gpm
Design TDH =
87
feet
Pump Selection = Sta-Rite
STEP50x30-15221
32.8 psi
37.7 psi
Page 13

Pump Capacity at Design Head =
Minimum Pump Flow =
Pump Shut Off Head =
43.00 gpm
10.0 gpm
120 feet
OK
OK
OK
Page 14

Aerobic Treatment Unit
E-Z Treat Pod Filter model 3L rated for 2,426 gpd per unit.
Treatment Unit Selected = E-Z Treat model 3L
DEH Approval = IWWS-2014-01-R1
Flow per Unit = 2,426 gpd
Minimum Number of Treatment Units =
Number of Treatment Units Provided =
Recirculation Valve Invert Elevation =
Pipe Length from UV to Recirculation Inlet =
Design Pipe Slope =
Fitting Offset for Grade Adjustment =
UV Invert Elevation =
Pipe Length from Filter to UV =
Design Pipe Slope =
Calculated E-Z Treat Filter Outlet Invert =
Design E-Z Treat Filter Outlet Invert =
Wastewater Influent Characteristics
22.62 feet
24.33 feet
2.00%
2.08 feet
25.19 feet
1.83 feet
2.00%
25.22 feet
25.22 feet
Parameter
Estimated
Influent
mg/I
Range
mg/I
BOD [Co]
170
(140 - 200)
TSS [Co]
70
(50-90)
Total Nitrogen [Co]
43
(25-60)
Ammonia [Co]
40
(20-60)
Nitrate [Co]
0.4
(0.25-0.5)
Nitrite [Co]
0.04
(0.025-0.05)
Organic Nitrogen [Co]
2.6
calculated
Total Phosphorus [Co]
9.0
(6-12)
Fecal Coliform [Co]
5.E+05
103-106
Nominal Travel Time [t] =
30
seconds
Absorbtion Removal Rate Coefficients
BOD [kab] =
0.125
seconds'
TSS [kab] =
0.090
seconds'
Total Nitrogen [kab] =
0.048
seconds'
Ammonia [kab] =
0.084
seconds'
Total Nitrogen to Nitrate [kab] =
0.072
seconds'
Organic Nitrogen [kab] =
0.009
seconds'
Total Phosphorus [kab] =
0.019
seconds'
Total Coliform [kab] =
0.171
seconds'
292 inches
25 inches
22 inches
Page 15

E-Z Treat Performance by First -Order Kinetics
Parameter
Estimated
Effluent
mg/I
Designed
Effluent
mg/I
BOD [C] =
4.0
10
TSS [C] =
4.7
10
Ammonia [C] =
3.2
5
Organic Nitrogen [C] =
2.0
3.1
Total Kjeldhan Nitrogen [C] =
5.2
8.1
Nitrate [C] =
5.0
7.8
Nitrite [C] =
0.02
0.03
Total Nitrogen [C] =
10.2
16.0
Total Phosphorus [C] =
5.09
6
Fecal Coliform [C] =
3.E+03
200
1. Composition of septic tank effluent from Tchobanoglous and Burton (1991) as referenced in EPA Technology
Fact Sheet (EPA 832-F-02-021), September 2002.
2. Published documents concerning nitrogen compounds in septic tank effluent indicate that Nitrates (NO 3) and N
(NO 2) typically are less that 1 mg/l. Jensen and Weeks, 1977,; Carlile and Cogger, 1984; Canter and Knox, 19('
3. Absorbtion removal -rate coefficients determined from Glen Fisher data, September 2006.
4. Fecal coliforms in design effluent are following U.V. disinfection.
Number of Nozzles per E-Z Treat Filter =
24
(per manufacturer)
Flow per Nozzle =
1.7
gpm
(per manufacturer)
Flow per E-Z Treat Filter =
40.8
gpm
Average Width of E-Z Treat Filter =
7.08
feet
85 inches
Average Length of E-Z Treat Filter =
11.67
feet
140 inches
Dry Weight of E-Z Treat Filter =
700
pounds
Proposed Grade at E-Z Treat Filter =
27.0
feet, MSL
Bottom of E-Z Treat Filter Elevation =
25.10
feet
Depth of Pod Below Existing Grade =
1.91
feet
22.9 inches
Depth to Groundwater =
2.00
feet
24 inches
Flotation Lift =
0
pounds
Page 16

Surface Spray Irrigation
Refer to Spray Irrigation System design sheets for additional information.
Total Design Flow =
9,480
gpd
Flow Days per Year =
364
days
Design Soil Loading Rate (LTAR) =
0.075
g/ft2/day
Spray Irrigation Field Area Required =
126,284
ft2
Pre -Treatment Deduction Allowed =
0
%
Adjusted Field Area Required =
126,284
ft2
Number of Spray Irrigation Zones =
8
Equal Size Zones?
Yes
Actual Field Area Provided =
126,283
ft2
Actual Annual Application Rate = 43.834 inches/year
Actual Equivalent LTAR = 0.075 g/ft2/day
Dose Cycles per Day per Zone = 2
Number of Zones Irrigated per Cycle = 1
Maximum Irrigation Time per Day = 23.13 minutes
Maximum Irrigation Zones = 1 and 8
Zone Flow Rate = 33.04 gpm
Irrigation Flow Rate = 33.04 gpm
Duration of Dose Cycle = 11.57 minutes
Duration of Rest Cycle = 708.4 minutes
Maximum Discharge per Dose Cycle = 764 gallons
Design Operating Head = 106 feet
(Minimum pressure required in main)
Nitrogen Management
Design Flow = 0.00948 MGD
Flow Days per Year = 364 days
Organic Nitrogen Mineralization Rate = 0.3
Ammonia Volatilization Rate = 0.5
Nitrogen Compounds in Effluent:
Organic Nitrogen = 3.1 mg/I
Ammonia = 5.0 mg/I
Nitrate Nitrogen = 7.8 mg/I
Nitrite Nitrogen = 0.03 mg/I
Total Nitrogen = 16.0 mg/I
Plant Available Nitrogen (PAN) = 11.3 mg/I
Daily Loading = 0.89 Ibs/day
Annual Loading = 325.2 Ibs/year
Primary Cover Crop = Coastal Bermuda Grass
Nitrogen Removal Rate = 400 Ibs/year
Irrigation Area Required for N = 35,415 ft2
Phosphorus Management
Design Flow = 0.00948 MGD
(Design flow/LTAR)
OK
46.00 psi
0.81 acres
Page 17

Flow Days per Year =
364
days
Total Phosphorus in Effluent =
6.0
mg/I
Daily Loading =
0.47
Ibs/day
Annual Loading =
172.67
Ibs/year
Primary Cover Crop = Coastal Bermuda Grass
Phosphorus Removal Rate =
92.000
Ibs/year
Irrigation Area Required for P =
81,757
ft2
1.88 acres
Page 18

Irrigation Basin (fiberglass)
This basin is bottom connected to the Irrigation Dose Station
Peak Dose Volume =
764
gallons
102 ft3
Automatic Standby Power =
yes
Downgradient Water Classification =
C;sw, nsw
Storage Volume per Water Balance =
0
gallons
0 ft3
Minimum Storage Volume Required =
764
gallons
102 ft3
Nominal Tank Size Selected =
8,000
gallons
Basin Length =
164.688
inches
13.72 feet
EF Tank Diameter =
119.375
inches
9.95 feet
Pumps Off Level =
1.00
inches
Pumps Enable Level =
16.00
inches
Timer Override Level =
96.00
inches
High Level Alarm Level =
108.00
inches
Number of Spray Irrigation Zones =
8
Dose Cycles per Day per Zone =
2
Dose Volume Zones 1 and 8 =
764
gallons
Dose Volume Zones 2 through 7 =
535
gallons
Forward Flow =
9,476
gallons
Percent of Design Flow =
100%
Dose Volume Provided in Basin =
627
gallons
(volume between Pumps Enable and Pumps Off levels)
Storage Volume Provided in Basin =
6,867
gallons
(volume between Timer Override and Pumps Off
levels)
Emergency Storage Volume = 1,102 gallons
(volume between Timer Override and Top of Tank)
Proposed Grade at Irrigation Basin =
27.0
feet, MSL
Depth of Soil Overburden =
32.60
inches (over top of tank)
Center Inlet Pipe Below Basin Top =
18.00
inches
Inlet Pipe Nominal Size =
4.00
inches
Inlet Pipe Type =
S40
[S40, S80, C900 or SDR21]
Inlet Pipe I.D. =
3.988
inches
Outlet Pipe Below Basin Top =
116.00
inches
Inlet Pipe Nominal Size =
6.00
inches
Inlet Pipe Type =
S40
[S40, S80, C900 or SDR21]
Inlet Pipe I.D. =
6.031
inches
Page 19

Top of Irrigation Basin Elevation =
Bottom of Irrigation Basin Elevation =
Inlet Invert Elevation =
Outlet Invert Elevation =
24.28 feet
14.34 feet
22.62 feet
14.37 feet
Page 20

Irrigation Pump Station (pre -cast concrete)
Wet Well Diameter (I.D.) =
6.00
feet
72.0
inches
Wet Well Top Thickness =
0.67
feet
8.0
inches
Wet Well Base Diameter =
8.17
feet
98.0
inches
Wet Well Bottom Thickness =
0.67
feet
8.0
inches
Wet Well Wall Thickness =
0.58
feet
7.0
inches
Wet Well Diameter (O.D.) =
7.17
feet
86.0
inches
Irrigation Pump = Sta-Rite
LP50P4HH with P43B0020A2 Motor
Irrigation Pump Length =
1.60
feet
19.25
inches
Irrigation Pump Inlet Height =
1.54
feet
18.5
inches
Distance Above Floor of Wet Well =
0.17
feet
2.0
inches
Inlet Pipe Nominal Size =
Inlet Pipe Type =
Inlet Pipe I.D. _
Irrigation Basin Outlet Elevation =
Connector Pipe Slope =
Connector Pipe Length =
Wet Well Inlet Invert =
Maximum Wet Well Floor Elevation =
Design Wet Well Floor Elevation =
Proposed Grade at Wet Well =
Wet Well Top Above Grade =
Top of Wet Well Elevation =
Inside Depth of Wet Well =
Bottom of Wet Well Elevation =
Total Height of Wet Well =
Depth of Soil Overburden =
Depth to Groundwater =
Depth of Potential Submerence =
Depth of Saturated Soil =
Depth of Submerged Soil =
Unit Weight of Saturated Soil =
Unit Weight of Submerged Soil =
Flotation Lift =
Weight of Wet Well =
Weight of Soil over Extended Base =
Anti -Floatation Safety Factor =
Design Floatation Lift =
Anti -Flotation ballast Required =
6.00
S40
6.031
14.37
0.50%
6.00
14.34
11.02
10.67
27.0
0.83
27.83
16.50
10.00
17.83
16.33
2.00
15.00
2.00
14.33
120
57.6
37,749
39,126
12,830
1.1
41,524
0
inches
[S40, S80, C900 or SDR21]
inches
feet
feet 72 inches
feet
feet
feet
feet, MSL
feet
feet
feet
feet
feet
feet
feet
feet
feet
feet
pounds/ft3
pounds/ft3
pounds
pounds
pounds
pounds
pounds
Pumps Off Level in Wet Well =
45.0
inches
Pumps Enable Level in Irrigation Basin =
16.0
inches
Pumps Enable Level in Wet Well =
60.0
inches
10.0 inches
196 inches
24 inches
24.0 inches
172.0 inches
(based on SHWT)
1►Tfi
Page 21

Design Timer Overide Switch Setting =
140.0
inches
High -Level Switch Setting =
152.0
inches
Depth Equal to Top of Irrigation Basin =
164.0
inches
Low Water Level Elevation =
14.37
feet
Irrigation Dose Volume Provided =
902
gallons OK
(volume between Pumps Enable and Pumps Off
levels)
Irrigation Storage Volume =
8,541
gallons
(volume between Timer Override and Pumps Off levels)
Emergency Storage Provided =
423
gallons
(volume between Timer Override and Top of the
Basin)
Total Emergency Storage for Plant =
4,577
gallons
Storage within the Plant =
11,904
gallons
Phase I Daily Flow =
4,092
gallons
Phase I Storage Days =
2.9
days
Peak Phase I Storage Days = 4.0 days
(includes emergency storage)
Page 22

Future Irrigation Storage Tank (fiberglass)
This tank is bottom connected to the Irrigation Dose Station
Phase II Design Flow = 9,480 gallons
Estimated Future Storage = 4.0 days
Estimated Storage Volume Required = 37,920 gallons
Nominal Tank Size Selected = 30,000 gallons
Tank Length = 669.125 inches
EF Tank Diameter = 119.375 inches
Pumps Off Level =
1.00
inches
Pumps Enable Level =
16.00
inches
Timer Override Level =
96.00
inches
High Level Alarm Level =
108.00
inches
Dose Volume Provided in Tank =
2,281
gallons
(volume between Pumps Enable and Pumps Off levels)
Storage Volume Provided in Tank =
26,392
gallons
(volume between Timer Override and Pumps Off levels)
Emergency Storage Volume =
4,065
gallons
(volume between Timer Override and Top of Tank)
Total Emergency Storage with Future Tank =
8,642
gallons
Storage with Future Irrigation Tank =
38,295
gallons
Phase II Storage Days =
4.0
days
Phase II Peak Storage Days =
5.0
days
(includes emergency storage)
Bouyancy for Future Irrigation Storage Tank
Nominal Tank Size Selected =
30,000
gallons
Number of Compartments =
1
Tank Length =
669
inches
Tank Diameter =
120
inches
Storage Depth =
120
inches
Storage Volume for Tank =
30,492
gallons
Floatation Lift =
260,876
pounds
Depth of Soil Over Burden =
32.6
inches
Depth to Groundwater =
2.00
feet
Depth of Potential Submerence =
10.72
feet
Page 23
1,267 ft3
5,069 ft3
55.76 feet
9.95 feet
Xerxes
55.76 feet
10.00 feet
10.00 feet
24 inches
128.6 inches

Depth of Saturated Soil =
2.00
feet
24.0 inches
Depth of Submerged Soil =
0.72
feet
8.6 inches
Unit Weight of Saturated Soil =
120
pounds/ft3
Unit Weight of Submerged Soil =
57.6
pounds/ft3
Surface Area of Tank =
536
sft
Weight of Soil Over Burden =
150,807
pounds
Weight of Dry Tank =
9,700
pounds
(per manufacturer)
Deadman Anchor Length =
18
feet
(per manufacturer)
Width =
18
inches
(per manufacturer)
Average Depth =
8.50
inches
(per manufacturer)
Number of Deadman Anchors =
6
(per manufacturer)
Weight of Deadman Anchors =
17,213
pounds
Deadman Soil Overburden =
12.72
feet
152.6 inches
Depth of Saturated Soil =
2.00
feet
24.0 inches
Depth of Submerged Soil =
10.72
feet
128.6 inches
Surface Area of Anchors =
162
sft
Weight of Soil Over Burden =
138,879
pounds
Total Resistance to Flotation =
316,598
pounds
Safety Factor =
1.21
Page 24

Spray Field Dosing Pump (submersible pump)
Number of Zones Dosed = 1
Surface Spray Irrigation Field
Maximum Discharge per Dose Cycle =
764
gallons
Dose Rate of Irrigation Zone =
33.04
gpm
Elevation of Highest Emitter =
32.4
feet, MSL
Irrigation Pumps Off Elevation =
14.42
feet, MSL
Minimum Velocity =
1.2
fps
Maximum Velocity =
10.0
fps
Elevation Head =
17.98
feet
Irrigation Main Nominal Size =
3.00
inches
Irrigation Pipe Type =
S80
[S40, S80, C900 or SDR21]
Irrigation Pipe I.D. =
2.864
inches
Dose Velocity =
1.6
fps
OK
Irrigation Main Pipe Length =
266
feet
(Flow Meter Coupling to Zone 1)
Number of 90 Elbows =
0
7.67 feet
Number of 45 Elbows =
0
4.09 feet
Number of Branch Tees =
1
15.30 feet
Number of Flow Tees =
0
5.11 feet
Equivalent Pipe Length for Fittings =
15.30
feet
Irrigation Main Friction Head =
1.08
feet
(including fittings)
Irrigation Dose Valve Size =
2.00
inches
Irrigation Dose Pipe Nominal Size =
2.00
inches
Irrigation Dose Pipe Type =
S80
[S40, S80, C900 or SDR21]
Irrigation Dose Pipe I.D. =
1.913
inches
Irrigation Dose Pipe Velocity =
3.7
fps
OK
Irrigation Dose Pipe Length =
30
feet
Number of Ball Valves =
1
0.074
Number of Ball Check Valves =
0
0.000
Number of Swing Check Valves =
1
0.280
Number of Gate Valves =
0
0.000
Number of Globe Valves =
0
0.000
Head Loss Through Valves =
0.353
feet
Number of 90 Elbows =
4
5.17 feet
Number of 45 Elbows =
2
2.76 feet
Number of Branch Tees =
1
10.30 feet
Number of Flow Tees =
0
3.45 feet
Equivalent Pipe Length for Fittings =
36.50
feet
Irrigation Dose Pipe Friction Head =
1.81
feet
(including fittings)
Supply Flow Meter Pressure Loss =
0.4
psi
(Hersey 572 - 2')
Design Flow =
33.04
gpm
Minimum Pressure Required at Main =
46.00
psi
Page 25

Total Dynamic Head =
128
feet 55.6 psi
Safety Factor =
1.15
Design Operating Head =
148
feet 63.9 psi
Irrigation Pump Requirements:
Design Flow =
33.04
gpm
Design TDH =
148
feet
Pump Selection =
Sta-Rite
LP50P4HH, 2 HP
Pump Capacity at Design Head =
33.90
gpm OK
Minimum Pump Flow =
11.0
gpm OK
Pump Shut Off Head =
180
feet OK
Page 26

Denitrification Pump (submersible pump)
Minimum Velocity =
Maximum Velocity =
Denite Inlet Invert =
Elevation Head =
Denite Control Valve Size =
Denite Pipe Nominal Size =
Denite Pipe Type =
Denite Pipe I.D. =
Denite Pipe Velocity =
Denite Pipe Length =
Number of Ball Valves =
Number of Ball Check Valves =
Number of Swing Check Valves =
Number of Gate Valves =
Number of Globe Valves =
Head Loss Through Valves =
Number of 90 Elbows =
Number of 45 Elbows =
Number of Branch Tees =
Number of Flow Tees =
Equivalent Pipe Length for Fittings =
Denite Pipe Friction Head =
1.2 fps
10.0 fps
25.76 feet
11.34 feet
1.25
inches
1.25
inches
S80
[S40, S80, C900 or SDR21]
1.256
inches
7.8
fps OK
90
feet (pump to recirculation basin)
1
0
0
0
1
1.492 feet
7
0
0
0
24.15 feet
18.31 feet
0.072
0.000
0.000
0.000
1.420
3.45 feet
1.84 feet
6.90 feet
2.30 feet
(including fittings)
Pressure Required at Discharge =
0.00
psi
Total Dynamic Head =
31
feet 13.5 psi
Safety Factor =
1.15
Design Operating Head =
36
feet 15.5 psi
Denite Pump Requirements:
Design Flow =
30.00
gpm
Design TDH =
36
feet
Pump Selection = Sta-Rite
STEP30x3O-05221
Pump Capacity at Design Head =
40.00
gpm OK
Minimum Pump Flow =
5.0
gpm OK
Pump Shut Off Head =
104
feet OK
Page 27

Calcite Filter Pump (submersible pump)
Minimum Velocity =
1.2
fps
Maximum Velocity =
10.0
fps
Calcite Filter Inlet Invert =
25.92
feet
Elevation Head =
11.50
feet
Calcite Control Valve Size =
1.25
inches
Calcite Pipe Nominal Size =
1.25
inches
Calcite Pipe Type =
S80
[S40, S80, C900 or SDR21]
Calcite Pipe I.D. =
1.256
inches
Calcite Pipe Velocity =
3.5
fps
OK
Calcite Pipe Length =
67.0
feet, max
(pump to Calcite Filter)
Number of Ball Valves =
1
0.072
Number of Ball Check Valves =
0
0.000
Number of Swing Check Valves =
0
0.000
Number of Gate Valves =
0
0.000
Number of Globe Valves =
1
1.420
Head Loss Through Valves =
1.492
feet
Number of 90 Elbows =
5
4.03 feet
Number of 45 Elbows =
0
2.15 feet
Number of Branch Tees =
1
8.05 feet
Number of Flow Tees =
0
2.68 feet
Equivalent Pipe Length for Fittings =
28.20
feet
Recirculation Pipe Friction Head =
3.88
feet
(including fittings)
Pressure Required at Discharge =
25.00
psi
Total Dynamic Head =
75
feet
32.3 psi
Safety Factor =
1.15
Design Operating Head =
86
feet
37.1 psi
Calcite Pump Requirements:
Design Flow =
13.60
gpm
Design TDH =
86
feet
Pump Selection = Sta-Rite
STEP30x3O-05221
Pump Capacity at Design Head =
27.00
gpm
OK
Minimum Pump Flow =
5.0
gpm
OK
Pump Shut Off Head =
104
feet
OK
Page 28

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0500 — WASTEWATER IRRIGATION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION
Plans, specifications and supporting documents shall be prepared in accordance with 15A NCAC 02H .0400 (if necessary), 15A
NCAC 02L .01009 15A NCAC 02T .0100, 15A NCAC 02T .0700, Division Policies and good engineering practices. Failure to
submit all required items will necessitate additional processing and review time.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website
General — When submitting an application to the Water Quality Permitting Section's Non -Discharge Permitting Unit, please use the
following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking
the provided boxes will help produce a quicker review time and reduce the amount of requested additional information.
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation.
A. Cover Letter (All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
® Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ). The appropriate fee amount for new and major modification applications may be found at: Standard
Review Project Fees.
C. Wastewater Irrigation Systems (FORM: WWIS 06-16) Application (All Application Packages):
® Submit the completed and appropriately executed Wastewater Irrigation Systems (FORM: WWIS 06-16) application. Any
unauthorized content changes to this form shall result in the application package being returned. If necessary for clarity or
due to space restrictions, attachments to the application may be made, as long as the attachments are numbered to correspond
to the section and item to which they refer.
® If the Applicant Type in Item I.2. is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2. is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The facility name in Item II.1. shall be consistent with the facility name on the plans, specifications, agreements, etc.
® The Professional Engineer's Certification on Page 12 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
® The Applicant's Certification on Page 12 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
❑ If this project is for a renewal without modification, use the Non -Discharge System Renewal (FORM: NDSR) application.
D. Property Ownership Documentation (All Application Packages):
➢ Per 15A NCAC 02T .0504(fl, the Applicant shall demonstrate they are the owner of all property containing the wastewater
treatment, storage and irrigation facilities:
® Legal documentation of ownership (i.e., GIS, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ Written notarized lease agreement that specifically indicates the intended use of the property and has been signed by both
parties, as well as a plat or survey map. Lease agreements shall adhere to the requirements of 15A NCAC 02L .0107.
❑ Provide all agreements, easements, setback waivers, etc. that have a direct impact on the wastewater treatment, conveyance,
storage and irrigation facilities.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 1 of 6

E. Soil Evaluation (All Application Packages that include new irrigation sites):
® Per 15A NCAC 02T .0504(b) and the Soil Scientist Evaluation Policy, submit a detailed soil evaluation that has been signed,
sealed and dated by a North Carolina Licensed Soil Scientist and includes at a minimum:
® The report shall identify all the sites/fields with project name, location, and include a statement that the sites/fields were
recommended for the proposed land application activity.
® Field delineated detailed soils map meeting all of the requirements of the Soil Scientist Evaluation Policy.
® Soil profile descriptions meeting all of the requirements of the Soil Scientist Evaluation Policy.
® Provide all soil boring logs performed at the site.
® Standard soil fertility analysis conducted no more than one year prior to permit application for each map unit in the soil
map legend for the following parameters:
® Acidity ® Exchangeable sodium percentage (by calculation) ® Phosphorus
® Base saturation (by calculation) ® Magnesium ® Potassium
® Calcium ® Manganese ® Sodium
® Cation exchange capacity ® Percent humic matter ® Zinc
® Copper ® pH
➢ Saturated hydraulic conductivity (KsAT) data that shall include at a minimum:
® A minimum of three KsAT tests shall be conducted in the most restrictive horizon for each soil series in the soil map.
® All KsAT tests shall be conducted in areas representative of the site.
® All KsAT tests shall be run until steady-state equilibrium has been achieved.
® All collected KsAT data shall be submitted, including copies of field worksheets showing all collected readings.
® Submit a soil profile description for each KsAT data point that shall extend at least one foot below the tested horizon.
➢ Soil evaluation recommendations shall include at a minimum:
® A brief summary of each map unit and its composition and identification of minor contrasting soils.
® Maximum irrigation precipitation rate (in/hr) for each soil/map unit within the proposed irrigation areas.
® Seasonal irrigation restrictions, if appropriate.
® Identification of areas not suitable for wastewater irrigation.
® Recommended geometric mean KsAT rate to be used in the water balance for each soil/map unit based upon in -situ
measurement of the saturated hydraulic conductivity from the most restrictive horizon.
® Recommended drainage coefficient to be used in the water balance based upon comprehensive site evaluation,
review of collected onsite data, minor amounts of contrasting soils and the nature of the wastewater to be applied.
® Recommended annual hydraulic loading rate (in/yr) for each soil/map unit within the proposed irrigation areas based
upon in -situ KsAT measurements form the most restrictive soil horizon.
NOTE — If the soil evaluation was performed more than one year prior to the submittal of this application package, a statement
shall be included indicating that the site has not changed since the original investigation.
F. Agronomist Evaluation (All Application Packages that include new irrigation sites or new crops for existing irrigation sites):
® Per 15A NCAC 02T .0504(i), submit an agronomist evaluation that has been signed, sealed and dated by a qualified
professional and includes at a minimum:
® Proposed nutrient uptake values for each cover crop based upon each field's dominant soil series and percent slope.
® Plant available nitrogen calculations for each cover crop using the designed effluent concentrations in Application Item
V.1. and proposed mineralization and volatilization rates.
® Historical site consideration, soil binding and plant uptake of phosphorus.
® Seasonal irrigation restrictions, if appropriate.
® A clear and reproducible map showing all areas investigated and their relation to proposed fields and crops.
® Maintenance and management plan for all specified crops.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 2 of 6

G. Hydrogeologic Report (All Application Packages treating industrial waste or having a design flow over 25,000 GPD):
❑ Per 15A NCAC 02T .0504(e), the Hydrogeologic Investigation and Reporting Policy, the Groundwater Modeling Policy and
the Performance and Analysis of Aquifer Slug Tests and Pumping Tests Policy, submit a detailed hydrogeologic description
that has been signed, sealed and dated by a qualified professional and includes at a minimum:
❑ A hydrogeologic description to a depth of 20 feet below land surface or bedrock, whichever is less. A greater depth of
investigation is required if the respective depth is used in predictive calculations.
❑ Representative borings within the irrigation areas and all proposed earthen impoundments.
❑ A description of the regional and local geology and hydrogeology.
❑ A description, based on field observations of the site, of the site topographic setting, streams, springs and other
groundwater discharge features, drainage features, existing and abandoned wells, rock outcrops, and other features that
may affect the movement of the contaminant plume and treated wastewater.
❑ Changes in lithology underlying the site.
❑ Depth to bedrock and occurrence of any rock outcrops.
❑ The hydraulic conductivity and transmissivity of the affected aquifer(s).
❑ Depth to the seasonal high water table (SHWT).
❑ A discussion of the relationship between the affected aquifers of the site to local and regional geologic and
hydrogeologic features.
❑ A discussion of the groundwater flow regime of the site prior to operation of the proposed facility and post operation of
the proposed facility focusing on the relationship of the system to groundwater receptors, groundwater discharge
features, and groundwater flow media.
❑ If the SHWT is within six feet of the surface, a mounding analysis to predict the level of the SHWT after wastewater
application.
H. Water Balance (All Application Packages that include new or modified irrigation sites, changes in flow or changes in storage):
® Per 15A NCAC 02T .0504(k) and the Water Balance Calculation Policy, submit a water balance that has been signed, sealed
and dated by a qualified professional and includes at a minimum:
® At least a two-year iteration of data computation that considers precipitation into and evaporation from all open
atmosphere storage impoundments, and uses a variable number of days per month.
® Precipitation based on the 80a' percentile and a minimum of 30 years of observed data.
® Potential Evapotranspiration (PET) using the Thomthwaite method, or another approved methodology, using a minimum
of 30 years of observed temperature data.
® Soil drainage based on the geometric mean of the in -situ SAT tests in the most restrictive horizon and a drainage
coefficient ranging from 4 to 10% (unless otherwise technically documented).
➢ Other factors that may restrict the hydraulic loading rate when determining a water balance include:
® Depth to the SHWT and groundwater lateral movement that may result in groundwater mounding.
® Nutrient limitations and seasonal application times to ensure wastewater irrigation does not exceed agronomic rates.
® Crop management activities resulting in cessation of irrigation for crop removal.
NOTE — Wastewater Irrigation Systems serving residential facilities shall have a minimum of 14 days of wet weather storage.
L Engineering Plans (All Application Packages):
® Per 15A NCAC 02T .0504(c)(1), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer, and shall include at a minimum:
® Table of contents with each sheet numbered.
® A general location map with at least two geographic references and a vicinity map.
® A process and instrumentation diagram showing all flow, recycle/return, aeration, chemical, electrical and wasting paths.
® Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), as well as their dimensions and elevations.
® Details of all piping, valves, pumps, blowers, mixers, diffusers, recording devices, fencing, auxiliary power, etc.
® A hydraulic profile from the treatment plant headworks to the highest irrigation point.
® The irrigation area with an overlay of the suitable irrigation areas depicted in the Soil Evaluation.
® Each nozzle/emitter and their wetted area influence, and each irrigation zone labeled as it will be operated.
® Locations within the irrigation system of air releases, drains, control valves, highest irrigation nozzle/emitter, etc.
® For automated irrigation systems, provide the location and details of the precipitation/soil moisture sensor.
® Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT
FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be
labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 3 of 6

Specifications (All Application Packages):
® Per 15A NCAC 02T .0504(c)(2), submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional Engineer, and shall include at a minimum:
® Table of contents with each section/page numbered.
® Detailed specifications for each treatment/storage/irrigation unit, as well as all piping, valves, equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), nozzles/emitters, precipitation/soil moisture sensor (if applicable),
audible/visual high water alarms, liner material, etc.
® Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
® Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
® Electrical (i.e., control panels, transfer switches, automatically activated standby power source, etc.)
® Means for ensuring quality and integrity of the finished product, including leakage, pressure and liner testing.
® Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW
ONLY, NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the
specifications may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
K. Engineering Calculations (All Application Packages):
® Per 15A NCAC 02T .0504(c)(3), submit engineering calculations that have been signed, sealed and dated by a North
Carolina licensed Professional Engineer, and shall include at a minimum:
® Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item V.1. were determined.
® Sizing criteria for each treatment unit and associated equipment (i.e., blowers, mixers, flow meters, pumps, etc.).
® Total and effective storage calculations for each storage unit.
® Friction/total dynamic head calculations and system curve analysis for each pump used.
® Manufacturer's information for all treatment units, pumps, blowers, mixers, diffusers, flow meters, irrigation system, etc.
® Flotation calculations for all treatment and storage units constructed partially or entirely below grade.
® A demonstration that the designed maximum precipitation and annual loading rates do not exceed the recommended
rates.
® A demonstration that the specified auxiliary power source is capable of powering all essential treatment units.
L. Site Map (All Application Packages):
® Per 15A NCAC 02T .0504(d), submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer and/or Professional Land Surveyor, and shall include at a minimum:
® A scaled map of the site with topographic contour intervals not exceeding 10 feet or 25 percent of total site relief and
showing all facility -related structures and fences within the wastewater treatment, storage and irrigation areas.
® Soil mapping units shown on all irrigation sites.
® The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all wastewater treatment, storage
and irrigation sites.
® Delineation of the compliance and review boundaries per 15A NCAC 02L .0107 and .0108, and 15A NCAC 02T
.0506(c) if applicable.
® Setbacks as required by 15A NCAC 02T .0506.
® Site property boundaries within 500 feet of all wastewater treatment, storage and irrigation sites.
® All habitable residences or places of public assembly within 500 feet of all treatment, storage and irrigation sites.
NOTE — For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
M. Power Reliability Plan (All Application Packages):
® Per 15A NCAC 02T .0505(1), submit documentation of power reliability that shall consist of at a minimum:
® An automatically activated standby power supply onsite that is capable of powering all essential treatment units under
design conditions, OR
➢ Approval from the Director that the facility:
❑ Serves a private water distribution system that has automatic shut-off during power failures and has no elevated
water storage tanks,
❑ Has sufficient storage capacity that no potential for overflow exists, and
❑ Can tolerate septic wastewater due to prolonged detention.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 4 of 6

N. Operation and Maintenance Plan (All Application Packages):
® Per 15A NCAC 02T .0507, submit an operation and maintenance (O&M) plan encompassing all wastewater treatment,
storage and irrigation systems that shall include at a minimum a description of-
® Operation of the wastewater treatment, storage and irrigation systems in sufficient detail to show what operations are
necessary for the system to function and by whom the functions are to be conducted.
® Anticipated maintenance of the wastewater treatment, storage and irrigation systems.
® Safety measures, including restriction of access to the site and equipment.
® Spill prevention provisions such as response to upsets and bypasses, including how to control, contain and remediate.
® Contact information for plant personnel, emergency responders and regulatory agencies.
NOTE — A final O&M Plan shall be submitted with the partial and/or final Engineering Certification required under 15A NCAC
02T .0116, however, a preliminary O&M Plan shall be submitted with each application package.
O. Residuals Management Plan (All Application Packages with new, expanding or replacement wastewater treatment systems):
® Per 15A NCAC 02T .0504(j) and .0508, submit a Residuals Management Plan that shall include at a minimum:
® A detailed explanation of how generated residuals (including trash, sediment and grit) will be collected, handled,
processed, stored, treated, and disposed.
® An evaluation of the treatment facility's residuals storage requirements based upon the maximum anticipated residuals
production rate and ability to remove residuals.
❑ A permit for residuals utilization or a written commitment to the Applicant from a Permittee of a Department approved
residuals disposal/utilization program that has adequate permitted capacity to accept the residuals or has submitted a
residuals/utilization program application.
❑ If oil/grease removal and collection are a designed unit process, submit an oil/grease disposal plan detailing how the
oil/grease will be collected, handled, processed, stored and disposed.
NOTE — Per 15A NCAC 02T .0505(o), a minimum of 30 days of residual storage shall be provided.
NOTE — Per 15A NCAC 02T .0504(i), a written commitment to the Applicant from a Permittee of a Department approved
residuals disposal/utilization program is not required at the time of this application, however, it shall be provided prior to
operation of any permitted facilities herein.
NOTE — If an on -site restaurant or other business with food preparation is contributing wastewater to this system, an oil/grease
disposal plan shall be submitted.
P. Additional Documentation:
➢ Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) and .0504(g), provide the Certificate of Public Convenience and Necessity from the
North Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area
to be served by the wastewater treatment and irrigation system, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
➢ Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., compliance schedules, permit description, monitoring, permit conditions, etc.).
➢ Final Environmental Document (All Application Packages using public monies or lands subject to the North Carolina
Environmental Policy Act under 15A NCAC 01 C .0100 to .0400):
❑ Per 15A NCAC 02T .0105(c)(4), submit one copy of the environmental assessment and three copies of the final
environmental document (i.e., Finding of No Significant Impact or Record of Decision).
❑ Include information on any mitigating factors from the Environmental Assessment that impact the design and/or
construction of the wastewater treatment and irrigation system.
➢ Floodway Regulation Compliance (All Application Packages where any portion of the wastewater treatment, storage and
irrigation system is located within the 100-year floodplain):
❑ Per 15A NCAC 02T .0105(c)(8), provide written documentation from all local governing entities that the facility is in
compliance with all local ordinances regarding construction or operation of wastewater treatment and/or disposal
facilities within the floodplain.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 5 of 6

P. Additional Documentation (continued):
➢ Operational Agreements (All Application Packages for Home/Property Owners' Associations and Developers of lots to be
sold):
➢ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit the proposed or approved Articles of Incorporation, Declarations and By-laws.
➢ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
➢ Threatened or Endangered Aquatic Species Documentation (All Application Packages):
® Per 15A NCAC 02T .0105(c)(10), submit documentation from the Department's Natural Heritage Program
demonstrating the presence or absence of threatened or endangered aquatic species within the boundary of the
wastewater treatment, storage and irrigation facilities.
❑ If the facility directly impacts such species, this documentation shall provide information on the need for permit
conditions pursuant to 15A NCAC 02B .0110.
➢ Wastewater Chemical Analysis (All Application Packages treating Industrial Waste):
❑ Per 15A NCAC 02T .0504(h), provide a complete Division certified laboratory chemical analysis of the effluent to be
irrigated for the following parameters (For new facilities, an analysis from a similar facility's effluent is acceptable):
❑ Ammonia Nitrogen (NH3-N) ❑ Nitrate Nitrogen (NO3-N) ❑ Total Organic Carbon
❑ Calcium ❑ pH ❑ Total Phosphorus
❑ Chemical Oxygen Demand (COD) ❑ Phenol ❑ Total Trihalomethanes
❑ Chloride ❑ Sodium ❑ Total Volatile Organic Compounds
❑ Fecal Coliform ❑ Sodium Adsorption Ratio (SAR) ❑ Toxicity Test Parameters
❑ 5-day Biochemical Oxygen Demand (BODO ❑ Total Dissolved Solids
❑ Magnesium ❑ Total Kjeldahl Nitrogen (TKN)
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 6 of 6

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0500 — WASTEWATER IRRIGATION SYSTEMS
Division of Water Resources FORM: WWIS 06-16
L APPLICANT INFORMATION:
1. Applicant's name: Southern Magnolia Farm, Inc.
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ❑ Municipal ❑ County
3. Signature authority's name: Sharon F. Haggett per 15A NCAC 02T .0106(b) Title: President
4. Applicant's mailing address: P.O. Box 15104
City: Wilmington State: NC Zip: 2840875104
5. Applicant's contact information:
Phone number: (2_LO) 620-7593 Email Address: sharonhaggettnc&gmail.com
IL FACILITY INFORMATION:
1. Facility name: Southern Magnolia Farm, Inc.
2. Facility status: Proposed
3. Facility type: Minor (< 10,000 GPD or < 300 disposal acres)
4. Facility's physical address: 2655 Old Brick Road
City: Vanceboro State: NC Zip: 28586- County: Craven
5. Wastewater Treatment Facility Coordinates (Decimal Degrees): Latitude: 35.259197' Longitude:-77.091843'
Datum: NAD83 Level of accuracy: Nearest second Method of measurement:
Conversion from state coordinate plane
6. USGS Map Name: Ernul, North Carolina
III. CONSULTANT INFORMATION:
1. Professional Engineer: Doug Haggett License Number: 17202 Firm: Haggett Engineering Associates, Inc.
Mailing address: P.O. Box 15104
City: Wilmington
State: NC Zip: 2840875104
Phone number: [phone]
Email Address: haggettengineerigbellsouth.net
2. Soil Scientist: Nick Howell
License Number: 1294 Firm: Land Management Group
Mailing address: 3805 Wrightsville Avenue
City: Wilmington
State: NC Zip: 28403-
Phone number: [phone]
Email Address: nhowelIe,lmgroup.net
3. Geologist: Not Applicable
License Number: Firm:
Mailing address:
City: State:
Zip: -
Phone number: (_) _-
Email Address:
4. Agronomist: Nick Howell
Firm: Land Management Group
Mailing address: 3805 Wrightsville Avenue
City: Wilmington
State: NC Zip: 28403-
Phone number: [phone] Email Address: nhowellklmgroup.net
FORM: WWIS 06-16 Page 1 of 12

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100:
1. Application type: ® New ❑ Major Modification ❑ Minor Modification
If a modification, provide the existing permit number: WQ00 and most recent issuance date:
2. Application fee: $810 -Standard -Minor Facility -New Permit
3. Does this project utilize public monies or lands? ❑ Yes or ® No
If yes, was an Environmental Assessment required under 15A NCAC OIC? ❑ Yes or ❑ No
If yes, which final environmental document is submitted? ❑ Finding of No Significant Impact or ❑ Record of Decision
Briefly describe any mitigating factors from the Environmental Assessment that may impact this facility:
4. What is the status of the following permits/certifications applicable to the subject facility?
Permit/Certification
Date
Submitted
Date
Approved
Permit/Certification
Number
Agency Reviewer
Collection System Q > 200,000 GPD)
Not Applicable
Dam Safety
Not Applicable
Erosion & Sedimentation Control Plan
Not Submitted
Nationwide 12 / Section 404
Not Applicable
Pretreatment
Not Applicable
Sewer System
Not Submitted
Stormwater Management Plan
Not Submitted
Wetlands 401
Not Applicable
Other:
5. What is the wastewater type'? ® Domestic or Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? ❑ Yes or ❑ No
Has a wastewater chemical analysis been submitted? ❑ Yes or ❑ No
6. Wastewater flow: 9,480 GPD
Limited by: ❑ Treatment, ❑ Storage, ® Field Hydraulics, ❑ Field Agronomics or ❑ Groundwater Mounding
7. Explain how the wastewater flow was determined: ® 15A NCAC 02T .0114 or ❑ Representative Data
Has a flow reduction been approved under 15A NCAC 02T .0114(1)? ❑ Yes or ® No
Establishment Type
Daily Design Flow'
No. of Units
Flow
RV Park; Campsite without hookups
75 gal/site
10
750 GPD
RV Park; Campsite with water and sewer
100 gal/site
48
4,800 GPD
Self Service Laundry
500 gal/washer
2
1,000 GPD
Cottages; 20 bedrooms total
120 gal/bedroom
20
2,400 GPD
Store without Food Service; 5,300 s.f.
100 gal/1000 s.f.
5.3
530 GPD
gal/
GPD
Total
9,480 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2), for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
FORM: WWIS 06-16 Page 2 of 12

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100 (continued):
8. What is the nearest 100-year flood elevation to the facility? 16.6 feet mean sea level. Source: FIRM Panel No. 5564
IAre any treatment, storage or irrigation facilities located within the 100-year flood plain? ElYes or ® No
Iy` If yes, which facilities are affected and what measures are being taken to protect them against flooding?
If yes, has the Applicant submitted written documentation of compliance with § 143 Article 21 Part 6? ❑ Yes or ❑ No
9. Has the Applicant provided documentation of the presence or absence of threatened or endangered aquatic species utilizing
information provided by the Department's Natural Heritage Program? ® Yes or ❑ No
10. Does the facility have a proposed or existing groundwater monitoring well network? ® Yes or ❑ No
If no, provide an explanation as to why a groundwater monitoring well network is not proposed:
If yes, complete the following table (NOTE — This table may be expanded for additional wells):
Well Name
Status
Latitude a
Longitude a
Gradient
Location
MW-1
Proposed
35.259824'
-77.091139'
Up Gradient
On Review Boundary
MW-2
Proposed
35.259156'
-77.093075'
Down Gradient
On Review Boundary
MW-3
Proposed
35.2582040
-77.0919720
Down Gradient
On Review Boundary
Select
0-
0Select
Select
Select
0-
0Select
Select
Select
0-
0Select
Select
Select
0-
0Select
Select
Select
0-
0Select
Select
Select
0-
0Select
Select
Select
-
Select
Select
a Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement:
Conversion from state coordinate plane
11. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been submitted?
❑ Yes, ❑No or ®N/A
12. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been submitted?
❑ Yes, ❑No or ®N/A
13. If the Applicant is a Home/Property Owners' Association, has an Association Operational Agreement (FORM: HOA) been
submitted? ❑ Yes, ❑No or ®N/A
14. Demonstration of historical consideration for permit approval — 15A NCAC 02T .0120:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.613? ❑ Yes or ® No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ® No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ® No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or ® No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or ® No
FORM: WWIS 06-16 Page 3 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —15A NCAC 02T .0505:
1. For the following parameters, provide the estimated influent concentrations and designed effluent concentrations as
determined in the Engineering Calculations, and utilized in the Agronomic Evaluation and Groundwater Modeling (if
applicable):
Parameter
Estimated Influent Concentration
Designed Effluent Concentration
(monthly average)
Ammonia Nitrogen (NH3-N)
40 mg/L
5 mg/L
Biochemical Oxygen Demand (BODO
370 mg/L
10 mg/L
Fecal Coliforms
14 per 100 mL
Nitrate Nitrogen (NO3-N)
0.4 mg/L
7.8 mg/L
Nitrite Nitrogen (NO2-N)
0.04 mg/L
0.03 mg/L
Total Kjeldahl Nitrogen
8.1 mg/L
Total Nitrogen
43 mg/L
16 mg/L
Total Phosphorus
9 mg/L
6 mg/L
Total Suspended Solids (TSS)
419 mg/L
10 mg/L
2. Is flow equalization of at least 25% of the average daily flow provided? ® Yes or ❑ No
3. Does the treatment facility include any bypass or overflow lines? ❑ Yes or ® No
If yes, describe what treatment units are bypassed, why this is necessary, and where the bypass discharges:
4. Are multiple pumps provided wherever pumps are used? ® Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(k)?
5. Check the appropriate box describing how power reliability will be provided in accordance with 15A NCAC 02T .0505(1):
® Automatically activated standby power supply onsite capable of powering all essential treatment units; or
❑ Approval from the Director that the facility:
➢ Has a private water supply that automatically shuts off during power failures and does not contain elevated water
storage tanks;
➢ Has sufficient storage capacity that no potential for overflow exists; and
➢ Can tolerate septic wastewater due to prolonged detention.
6. If the wastewater treatment system is located within the 100-year flood plain, are there water -tight seals on all treatment units
or a minimum of two feet protection from the 100-year flood plain elevation? ❑ Yes, ❑ No or ® N/A
7. In accordance with 15A NCAC 02T .0505(o), how many days of residuals storage are provided? 100+
8. How does the Applicant propose to prohibit public access to the wastewater treatment and storage facilities? Fence
9. If an influent pump station is part of the proposed facility (i.e., within the wastewater treatment plant boundary), does the
influent pump station meet the design criteria in 15A NCAC 02T .0305(h)? ❑ Yes, ❑ No, ❑ N/A — To be permitted
separately, or ® N/A — Gravity fed
10. If septic tanks are part of the wastewater treatment facility, do the septic tanks adhere to the standards in 15A NCAC 18A
.1900? ® Yes, ❑ No or ❑ N/A
FORM: WWIS 06-16 Page 4 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —15A NCAC 02T .0505 (continued):
11. Provide the requested treatment unit and mechanical equipment information:
a. PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations and flow equalization):
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft) /
S acin s (in)
Volume
(gallons)
Plan Sheet
Reference
Ispecification
I Reference
Septic Tank
31
Garners Septic Tanks
10'x5'x5'5"
1,007
C.2.1
11300-5
Septic Tank
1
Garners Septic Tanks
10'7"x5'6"x6'8"
1,500
C.2.2
11300-5
Septic Tank
1
Gainers Septic Tanks
14'3"x6'6"x7'10"
3,010
C.2.3
11300-5
Flow Equalization
1
Xerxes
10' diam x 13'9"
8,000
C.4.1
11300-5
Select
b. SECONDARY / TERTIARY TREATMENT (i.e., biological and chemical processes to remove organics and nutrients)
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft)
Volume
(gallons)
Plan Sheet
Reference
Specification
Reference
Other
1
Xerxes
10' diam x 29'6"
15,000
C.4.1
11300-5
Tertiary Filters
4
EZ-Treat
12'111x7'6"
2,426 gpd
C.5.1
11300-4
Other
1
EZ-Treat
7'-4"x4'-1"
13.7 gpm
C.5.2
11300-5
Select
Select
Select
Select
Select
c. DISINFECTION
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Dimensions (ft)
Units
Material
(gallons)
Reference
I Reference
Ultraviolet
1
EZ-Treat
2'8"x3'
8
C.6.1
11300-4
Select
➢ If chlorination is the proposed method of disinfection, specify detention time provided: minutes (NOTE — 30
minutes minimum required), and indicate what treatment unit chlorine contact occurs:
➢ If ultraviolet (UV) light is the proposed method of disinfection, specify the number of banks: 2 number of lamps per
bank: 2 and maximum disinfection capacity: 40 GPM.
d. RESIDUAL TREATMENT
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Dimensions (ft)
Units
Material
(gallons)
Reference
Reference
Select
Select
FORM: WWIS 06-16 Page 5 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —15A NCAC 02T .0505 (continued):
e. PUMPS
Location
No. of
Pumps
Purpose
Manufacturer /
Type
Capacity
Plan Sheet
Reference
Specification
Reference
GPM
TDH
Equalization Basin
2
Equalization
Sta-Rite STEP 30
28.5
80
C.4.2
11300-3
Recirculation Basin
2
Recirculation
Sta-Rite STEP50
40.8
70
C.4.2
11300-3
Irrigation Pump Sta
2
Calcite / Denite
Sta-Rite STEP 30
30
80
C.7.1
11300-3
Irrigation Pump Sta
2
Irrigate Field
Sta-Rite L50P4HH
33.04
148
C.7.1
02810-3
f. BLOWERS
Location
No. of
No.
Units Served
Manufacturer /
T e
Capacity
(CFM)
Plan Sheet
Reference
Specification
Reference
g. MIXERS
Location
No. of
Mixers
Units Served
Manufacturer /
Type
Power
(hp)
Plan Sheet
Reference
Specification
Reference
h. RECORDING DEVICES & RELIABILITY
Device
No. of
Units
Location
Manufacturer
Maximum
Capacity
Plan Sheet
Reference
Specification
I Reference
Effluent Flow Measuring Device
1
Irrigation Sta
Hersey
100M
C.8.2
02810-3
Select
Select
Select
EFFLUENT PUMP / FIELD DOSING TANK (IF APPLICABLE):
Plan Sheet
Reference
Specification
Reference
Internal dimensions (L x W x H or (p x H)
6 ft
16'6' ft
ft
C.4.1
11300-5
Total volume
ft3
8,592 gallons
C.7.1
11300-5
Dosing volume
ft3
764 gallons
Audible & visual alarms
Equipment to prevent irrigation during rain events
C.8.1
02810-4
FORM: WWIS 06-16 Page 6 of 12

VI. EARTHEN IMPOUNDMENT DESIGN CRITERIA —15A NCAC 02T .0505:
IF MORE THAN ONE IMPOUNDMENT, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. What is the earthen impoundment type? Select
2. Storage Impoundment Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
Datum: Select Level of accuracy: Select Method of measurement: Select
3. Do any impoundments include a discharge point (pipe, spillway, etc)? ❑ Yes or ❑ No
4. Are subsurface drains present beneath or around the impoundment to control groundwater elevation? ❑ Yes or ❑ No
5. Is the impoundment designed to receive surface runoff? ❑ Yes or ❑ No
If yes, what is the drainage area? ft, and was this runoff incorporated into the water balance? ❑ Yes or ❑ No
6. If a liner is present, how will it be protected from wind driven wave action?:
7. Will the earthen impoundment water be placed directly into or in contact with GA classified groundwater? ❑ Yes or ❑ No
If yes, has the Applicant provided predictive calculations or modeling demonstrating that such placement will not result in a
contravention of GA groundwater standards? ❑ Yes or ❑ No
8. What is the depth to bedrock from the earthen impoundment bottom elevation? It
If the depth to bedrock is less than four feet, has the Applicant provided a liner with a hydraulic conductivity no greater than
1 x 10-7 cm/s? ❑ Yes, �o or ❑ N/A
Has the Applicant provided predictive calculations or modeling demonstrating that surface
water or groundwater standards will not be contravened? ❑ Yes or ❑ No
If the earthen impoundment is excavated into bedrock, has the Applicant provided predictive calculations or modeling
demonstrating that surface water or groundwater standards will not be contravened? ❑ Yes, ❑ No or ❑ N/A
9. If the earthen impoundment is lined and the mean seasonal high water table is higher than the impoundment bottom
elevation, how will the liner be protected (e.g., bubbling, groundwater infiltration, etc.)?
10. If applicable, provide the specification page references for the liner installation and testing requirements:
11. If the earthen impoundment is located within the 100-year flood plain, has a minimum of two feet of protection (i.e., top of
embankment elevation to 100-year flood plain elevation) been provided? ❑ Yes or ❑ No
12. Provide the requested earthen impoundment design elements and dimensions:
Earthen Impoundment Design Elements
Earthen Impoundment Dimensions
Liner type:
❑ Clay
I ❑ Synthetic
Top of embankment elevation:
ft
❑ Other
I ❑ Unlined
Liner hydraulic conductivity:
x cm/s
Freeboard elevation:
ft
Hazard class:
Select
Toe of slope elevation:
ft
Designed freeboard:
ft
Impoundment bottom elevation:
ft
Total volume:
ft3
gallons
Mean seasonal high water table depth:
ft
Effective volume:
ft3
gallons
Embankment slope:
Effective storage time:
days
Top of dam water surface area:
ft`
Plan Sheet Reference:
Freeboard elevation water surface area:
ft`
Specification Section:
Bottom of impoundment surface area:
ftZ
NOTE — The effective volume shall be the volume between the two foot freeboard elevation and the: (1) pump intake pipe
elevation; (2) impoundment bottom elevation or (3) mean seasonal high water table, whichever is closest to the two foot
freeboard elevation.
FORM: WWIS 06-16 Page 7 of 12

VIL IRRIGATION SYSTEM DESIGN CRITERIA —15A NCAC 02T .0505:
1. Provide the minimum depth to the seasonal high water table within the irrigation area: 17 inches
NOTE — The vertical separation between the seasonal high water table and the ground surface shall be at least one foot.
2. Are there any artificial drainage or water movement structures (e.g., surface water or groundwater) within 200 feet of the
irrigation area? ® Yes or ❑ No
If yes, were these structures addressed in the Soil Evaluation and/or Hydrogeologic Report, and are these structures to be
maintained or modified? The drainage ditches will be maintained and are addressed in the Soil Evaluation.
3. Soil Evaluation recommended loading rates (NOTE — This table may be expanded for additional soil series):
Soil Series
Fields within
Soil Series
Recommended
Loading Rate
(in/hr)
Recommended
Loading Rate
(in/yr)
Annual /Seasonal
Loading
If Seasonal, list
appropriate
months
Goldsboro
1
0.94
43.96
Annual
Lynchburg
1
0.94
43.96
Annual
Select
Select
Select
Select
4. Are the designed loading rates less than or equal to Soil Evaluation recommended loading rates? ® Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(n)?
5. How does the Applicant propose to prohibit public access to the irrigation system? Fence
6. Has the irrigation system been equipped with a flow meter to accurately determine the volume of effluent applied to each
field as listed in VIL8.? ® Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(t)?
7. Provide the required cover crop information and demonstrate the effluent will be applied at or below agronomic rates:
Cover Crop
Soil Series
% Slope
Nitrogen Uptake Rate
(lbs/ac r)
Phosphorus Uptake
Rate bs/ac r
Bermuda Grass
Goldsboro
1% max
400
92
Bermudagrass
Lynchburg
1%max
400
92
a. Specify where the nitrogen and phosphorus uptake rates for each cover crop were obtained: NCSU AG-439-16W 2008
b. Proposed nitrogen mineralization rate: 0_3
c. Proposed nitrogen volatilization rate: 0_5
d. Minimum irrigation area from the Agronomist Evaluation's nitrogen balance: 36,155 ft,
e. Minimum irrigation area from the Agronomist Evaluation's phosphorus balance: 83,200 ft2
f. Minimum irrigation area from the water balance: 126,283 It'
FORM: WWIS 06-16 Page 8 of 12

VIL IRRIGATION SYSTEM DESIGN CRITERIA —15A NCAC 02T .0505 (continued):
8. Field Information (NOTE — This table may be expanded for additional fields):
Field
Area
(acres)
Dominant
Soil Series
Designed
Loading
Rate
(in/hr)
Designed
Loading
Rate
(in/ r)
a
Latitude
a
Longitude
Waterbody
Stream Index
No. b
Classification
1
2.90
Goldsboro
0.05
43.83
35.259190
-77.091840
27-97-7
C;Sw,NSW
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total
a Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest second Method of measurement:
Conversion from state coordinate plane
b For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: hM2:Hdeg.nc.gov/about/divisions/water-resources/plaming/classification-standards/classifications
FORM: WWIS 06-16 Page 9 of 12

Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
80 It
Emitter wetted area:
ft,
Nozzle wetted area:
1,257 ft2
Distance between laterals:
ft
Nozzle capacity:
4.13 GPM
Distance between emitters:
ft
Nozzle manufacturer/model:
Senninger / 40
Emitter capacity:
GPH
Elevation of highest nozzle:
32.4 It
Emitter manufacturer/model:
/
Specification Section:
02810-4
Elevation of highest emitter:
ft
L0
AL
Specification Section:
VIIL SETBACKS —15A NCAC 02T .0506:
1. Does the project comply with all setbacks found in the river basin rules (15A NCAC 02B .0200)? ® Yes or ❑ No
If no, list non -compliant setbacks:
2. Have any setback waivers been obtained in order to comply with 15A NCAC 02T .506(a) and .0506(b)? ❑ Yes or ® No
If yes, have these waivers been written, notarized and signed by all parties involved and recorded with the County Register of
Deeds? ❑ Yes or ❑ No
3. Provide the minimum field observed distances (ft) for each setback parameter to the irrigation system and treatment/storage
units (NOTE — Distances greater than 500 feet may be marked N/A):
Setback Parameter
Irrigation
System
Treatment /
�Storage Units
Any habitable residence or place of assembly under separate ownership or not to be
maintained as part of the project site
475
N/A
Any habitable residence or place of assembly owned by the Permittee to be maintained as
part of the project site
221
Any private or public water supply source
N/A
N/A
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
150
N/A
Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT)
100
Subsurface groundwater lowering drainage systems
N/A
Surface water diversions (ephemeral streams, waterways, ditches)
150
Any well with exception of monitoring wells
N/A
N/A
Any property line
150
N/A
Top of slope of embankments or cuts of two feet or more in vertical height
N/A
Any water line from a disposal system
166
Any swimming pool
N/A
Public right of way
467
Nitrification field
N/A
Any building foundation or basement
221
Impounded public water supplies
N/A
Public shallow groundwater supply (less than 50 feet deep)
N/A
4. Does the Applicant intend on complying with 15A NCAC 02T .0506(c) in order to have reduced irrigation setbacks to
property lines? ❑ Yes or ® No
If yes, complete the following table by providing the required concentrations as determined in the Engineering Calculations:
FORM: WWIS 06-16 Page 10 of 12

Estimated Influent Designed Effluent
Designed Effluent
Parameter
Concentration Concentration
Concentration
(monthly averse)
(daily maximum
Ammonia Nitrogen (NH3-N)
mg/L mg/L
mg/L
Biochemical Oxygen Demand (BOD5)
mg/L mg/L
mg/L
Fecal Coliforms
per 100 mL
per 100 mL
Total Suspended Solids (TSS)
mg/L mg/L
mg/L
Turbidity
NTU
FORM: WWIS 06-16 Page 11 of 12

IX. COASTAL WASTE TREATMENT DISPOSAL REQUIREMENTS —15A NCAC 02H .0400:
1. Is this facility located in a Coastal Area as defined per 15A NCAC 02H .0403? ❑ Yes or ® No
For assistance determining if the facility is located within the Coastal Area, a reference map may be downloaded at: Coastal
Areas Boundary.
2. Is this an Interim Treatment and Disposal Facility per 15A NCAC 02H .0404(g)? ❑ Yes or ® No
NOTE — Interim facilities do not include County and Municipal area -wide collection and treatment systems.
IF ANSWERED YES TO ITEMS IX.1. AND IX.2., THEN COMPLETE ITEMS IX.3. THROUGH IX.17.
3. Is equalization of at least 25% of the average daily flow provided? ❑ Yes or ❑ No
4. How will noise and odor be controlled?
5. Is an automatically activated standby power source provided? ❑ Yes or ❑ No
6. Are all essential treatment units provided in duplicate? ❑ Yes or ❑ No
NOTE — Per 15A NCAC 02T .010306), essential treatment units are defined as any unit associated with the wastewater
treatment process whose loss would likely render the facility incapable of meeting the required performance criteria,
including aeration units or other main treatment units, clarification equipment, filters, disinfection equipment, pumps and
blowers.
7. Are the disposal units (i.e., irrigation fields) provided in duplicate (e.g., more than one field)? ❑ Yes or ❑ No
8. Is there an impounded public surface water supply within 500 feet of the wetted area? ❑ Yes or ❑ No
9. Is there a public shallow groundwater supply (less than 50 feet deep) within 500 feet of the wetted area? ❑ Yes or ❑ No
10. Is there a private groundwater supply within 100 feet of the wetted area? ❑ Yes or ❑ No
11. Are there any SA classified waters within 100 feet of the wetted area? ❑ Yes or ❑ No
12. Are there any non -SA classified waters within 50 feet of the wetted area? ❑ Yes or ❑ No
13. Are there any surface water diversions (i.e., drainage ditches) within 25 feet of the wetted area? ❑ Yes or ❑ No
14. Per the requirements in 15A NCAC 02H .0404(g)(7), how much green area is provided? ft2
15. Is the green area clearly delineated on the plans? ❑ Yes or ❑ No
16. Is the spray irrigation wetted area within 200 feet of any adjoining properties? ❑ Yes, ❑ No or ❑ N/A (i.e., drip irrigation)
17. Does the designed annual loading rate exceed 91 inches? ❑ Yes or ❑ No
FORM: WWIS 06-16 Page 12 of 12

Professional Engineer's Certification:
I Douglas N. Haggett attest that this application for
(Professional Engineer's name from Application Item IIL 1.)
Southern Magnolia Farm, Inc.
(Facility name from Application Item 11.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my
knowledge the proposed design has been prepared in accordance with this application package and its instructions, as well as all
applicable regulations and statutes. Although other professionals may have developed certain portions of this submittal package,
inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent
with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
CAR, ,
'(N O
10
Oslo
Z%SAm9KCgzt
SEAL -
2
Applicant's Certification per 15A NCAC 02T .0106(b):
I Sharon F. Haggett / President of Southern Magnolia Farm, Inc. attest that this application for
(Signature Authority's name & title from Application Item I.3.)
Southern Magnolia Farm, Inc.
(Facility name from Application Item 11.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that
if all required supporting information and attachments are not included, this application package will be returned to me as incomplete.
I further certify that the Applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater
facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are
compliant with any active compliance schedule, and do not have any overdue annual fees per 15A NCAC 02T .0105(e).
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
1
Signature: •�� 1 (l. Date: JA ?PZ4
M.
FORM: WWIS 06-16 Page 13 of 12

SOUTHERN MAGNOLIA FARM, INC.
2655 OLD BRICK ROAD
llwrjlkINCEBORO, NORTH CAROLINA 28586
NON -DISCHARGE WASTEWATER SYSTEM
(Surface Spray Irrigation)
SCHEDULE OF DRAWINGS
C.1.1
SITE PLAN
C.1.2
PARTIAL SITE PLAN - STORE & WWTP AREA
C.1.3
PARTIAL SITE PLAN - SPRAY IRRIGATION FIELD
JANUARY
21 2021
C.1.4
PARTIAL SITE PLAN - CAMPGROUND AREA
C.2.1
RV LOT & COTTAGE SEPTIC TANK DETAIL
C.2.2
COMFORT STATION SEPTIC TANK DETAIL
C.2.3
STORE SEPTIC TANK DETAIL
C.3.1
TREATMENT PLANT LAYOUT
C.4.1
MULTI -COMPARTMENT WASTEWATER TANK
C.4.2
MULTI -COMPARTMENT WASTEWATER TANK
C.4.3
MULTI -COMPARTMENT WASTEWATER TANK
C.4.4
MULTI -COMPARTMENT WASTEWATER TANK
GENERAL INFORMATION
C.5.1
E-Z TREAT FILTER DETAILS
OWNER: SOUTHERN MAGNOLIA FARM, INC.
FLOW INFORMATION
C.5.2
E-Z TREAT FILTER DETAILS
ADDRESS: P.O. BOX 22
C.5.1
E-Z TREAT U.V. DISINFECTION DETAILS
CAMPSITES WITH WATER AND SEWER HOOKUPS
C.7.1
IRRIGATION PUMP STATION
ERNUL, NORTH CAROLINA 28527
COMFORT STATION FOR CAMPSITES
TELEPHONE NO.: [phone]
CAMP STORE WITH LAUNDRY
C.8.1
SPRAY IRRIGATION DETAILS
COTTAGES WITH 2, 3 AND 4 BEDROOMS
C.8.2
SPRAY IRRIGATION DETAILS
CONTACT: SHARON HAGGETT, PRESIDENT
PHASED DEVELOPMENT
C.8.3
SPRAY IRRIGATION DETAILS
PHASE 1 = 4,090 GPD
C.8.4
SPRAY IRRIGATION DETAILS
COUNTY: CRAVEN
PHASE II = 9,480 GPD
C.8.5
SPRAY IRRIGATION DETAILS
C.9.1
FENCE & SIGNAGE DETAILS
LATITUDE: 35.259197°
SOIL SCIENTIST
LONGITUDE: W 77.091843'
COMPANY: LAND MANAGEMENT GROUP, INC.
ADDRESS: P.O. BOX 2522
WILMINGTON, NC 28402
TELEPHONE NO.: [phone]
CONTACT: NICHOLAS P. HOWELL
LICENSE NO_: 1294
a
V.
HAGGETT ENGINEERING ASSOCIATES, INC.
5307 SOUTH COLLEGE ROAD, SUITE 213
Y
WILMINGTON, NORTH CAROLINA 28412
PHONE: [phone]
LICENSE NO.: C-11 11
email: [e-mail]
C.10.1 HYDRAULIC PROFILE
C.11.1 STANDBY GENERATOR DETAIL
C.12.1 FUTURE IRRIGATION STORAGE TANK
C.12.2 FUTURE IRRIGATION STORAGE TANK
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
WITHOUT APPROVAL FROM
DIVISION OF WATER RESOURCES
2021 HAGGETT ENGINEERING ASSOCIATES, INC..
FILE- 171035TSAE Q
Q 2021 Haggett Engineering Associates, Inc.. All Rights Reserved. Drawings, Specifications and the Design are and shall remain the property of this Engineering Firm, whether the project for which they are prepared is executed or not, unless superseded by contractual agreement. The Drawings and Specifications shall not be used by the project owner or any other party for other projects, additions to this project, or for completion of this project except by agreement in writing.

7 J
J 24" INVERT �
N= 555, 016.77
/ E= 2, 568, 510.76
EL= 19.46
' ECM } s
1 ' 24" INVER7� r EIP
1
r ` N= 555, 050. J2
1 ' ` E= 2,568,541.12 N— 27' 1
EL= 19.55 Op" E
_ 1 / 451-00'
� 3 GRETCHEN MARIE SLDCHER
BOOK 1482 PAGE 463 f
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` N46°27'00,,E 1
2225- 67-
- 1 P1D 1-028-293
2.000 AC f
f � �
1 ' 1 30" INGRESS ! EGRESS
EASEMENT / EIP S 46~5 T' J
243 W 285 18'
EIP 54fi°p
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r EIR f
FARMED AREACIO
r
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INV. OUT=16.27'
INV_ IN=16.33' �C-5' ' 1
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ohs- r ] LAUNDRY r `\
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T 18" INVERT
/ N= 554,414.03 18" INVERT w
/ E= 2, 568,925.19 ' I N= 554, 449. 07
EL= 15.26 Q I { �- E= 2,568,953.49MVV-2' � ss
EL= 16.02
'FARMED AREA '[}� CONTROL NAIL
r ��' J WITH CAP
{} WWTP
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f
1 SPRAY IRRIGATION FIELD
1 475' '
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I I GRAPHIC SCALE
lj too 0 sn 100 zoo
(IN FEET)
1 inch - 100 feet
SITE PLAN Q 2021 HAGGETT ENGINEERING ASSOCIATES, INC-
© 2021 Haggett Engineering Associates, Inc.. All Rights Reserved. Dr❑wings, Specifications and the Design are and shall remain the property of this Engineering Firm, whether the project for which they are prepared is executed or not, unless superseded by contractual agreement. The Drawings and Specifications shall not be used by the project owner or any other party for other projects, additions to this project, or for completion of this project except by agreement in writing.
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C■1.1
FILE: 171035C A.1AW9

0 2021 Haggett Engineering Associates, Inc.. All Rights Reserved. Drawings, Specifications ❑nd the Design are ❑nd shall remain the property of this Engineering Firm, whether the project for which they ❑re prepared is executed or not, unless superseded by contractual agreement. The Drawings and Specifications shall not be used by the project owner or any other party for other projects, additions to this project, or for completion of this project except by agreement in writing.

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I FUTURE IRRIGATION STORAGE TANK-
ti IF REQUIRED FOR PHASE II--
30,000 GALLONS 1
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TREATMENT PLANT LAYOUT
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
WITHOUT APPROVAL FROM
DIVISION OF WATER RESOURCES
GRAPHIC SCALE
2 Q 1 2 4
1 inch = 2 feet
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2021 HAGGETT ENGINEERING ASSOCIATES, INC.
FILE: 17100.15C..M .dwg
0 2021 Haggett Engineering Associates, Inc.. All {tights Reserved. Drawings, Specifications and the Design are and shall remain the property of this Engineering Firm, whether the project for which they are prepared is executed or not, unless superseded by contractual agreement. The Drawings and Specifications shall not be used by the project owner or any other party for other projects, cdditions to this project, or for completion of this project except by agreement in writing.

0 2021 Haggett Engineering Associates, Inc.. All Rights Reserved. Drawings, Specifications and the Design are and shall remain the property of this Engineering Firm, whether the project for which they are prepared is executed or not, unless superseded by contractual agreement. The Drawings and Specifications shall not be used by the project owner or any other party for other projects, additions to this project, or for completion of this project except by agreement in writing.

0 2021 Haggett Engineering Associ❑tes, Inc.. All Rights Reserved. Dr❑wings, Specifications and the Design are and shall remain the property of this Engineering Firm, whether the project for which they are prepared is executed or not, unless superseded by contr❑ctual agreement. The Drawings and Specifications shall not be used by the project owner or any other party for other projects, additions to this project, or for completion of this project except by agreement in writing.

XERXES °
CORPORATION
_F
NCDOT NO. 68 STONE
BEDDING AND BACKFILL
13
new IV —
LOW PROFILE DEADMAN
ANCHOR OR EQUAL
SECTION VIEW AT ANCHOR POINT
ELEV. = 27.0'MSL
15F11 1NG GRADE
FIBERGLASS HOLD DOWN STRAP
{typical of 12]
7/" GALVANIZED STEEL
TURNBUCKLE
(typical of 24)
50 ELEV. = t3.11' MSL
BQTTQM OF ExcV.
:,4'
ELEVATION VIEW
lH
Prefabricated Deadmen Installation Instructions
For Fiberglass Underground Storage Tanks and Oil/Water Separators
1.GENERAL
1.1. These instructions supplement the Anchoring Tanks section of the
Xerxes Installation Manual and Operating Guidelines (subsequently
referred to as "Installation Manual'). They apply to pre-engineered,
prefabricated deadmen supplied ty Xerxes.
1. 2, It is important to follow the procedures and instructions in the
Installation Manual in order to safely and properly install a Xerxes
underground storage tank and accessories. Failure to follow those
instructions may void the tank warranty and cause tank failure, death,
serious personal injury or property damage.
1.3. Deadmen help anchor tanks in installations in which there is potential
for a high water table or trapped water.
1.4. Deadmen come in various lengths. Generally, there are 1 to 4 deadman
sections per side of the tank, with both sides having an equal number.
2. ANCHORING TANKS
2.1. Xerxes Prefabricated Deadmen
2.1.1. Xerxes -supplied prefabricated deadmen are pre-engineered and
sized to the lank ordered and include galvanized adjustable anchor points
(subsequently referred to as -anchor points'). As with any deadman,
water -table height, number of attached collar risers and burial depth must
be considered in sizing the deadman system.
2.2. Placement of deadmen
2.2.1. The minimum spacing between tanks must be increased as needed
to accommodate deadmen.
2.2.2. Always provide sufficient clearance to allow the deadmen to be set
outside of the tank -shadow.' See Tank Spacing subsection in the
Excavation Parameters section of the Installation Manual, (See FIGURE 2-1.)
• - Hold-0rnvn strap
r ..
Tank
I.I Tumbuckle
Tank Shadow -
j - Anchor point
stoned
deadman
FIGURE 2-1
2.3. When multiple sections are used. the deadmen are to be butted
nether end -to -end on each side of the tank.
WARNING
Only use the anchorpoints when ,lifting and positioning the
deadmen. A spreader bar may to required to lift longer sections of
deadmen. Use guy ropes to guide the deadmen when lifting. Failure
to do so could result in death or serious injury.
2.3. Positioning of anchor paints
2.3.1. Xerxes deadmen are supplied with 3/4-inch-diameter anchor points.
These anchor points protrude up through the slots in the deadmen and are
j
temporarily supported with cotter pins. (See FIGURE 2-2.) li
Chain or Sling SO° to W,
Anchor point Anchor point
Alignment slot � � - � � Alignment slot
FIGURE 2-2
2.3.2. Use only one strap per anchor point.
2.3.3. Align the anchor points with the hold-down strap locations on the
lank (marked by arrowhead ■■ symbols). See Anchoring Tanks section
of the Installation Manual.
2.3'. When using deadmen in man -out -of -hole strapping applications,
align the anchor points with the proper ribs before setting the deadmen in
the hole.
2.3.5. Care should be taken to keep backfill from entering the alignment
sluts until final adjustment is made. Placing something Ifor example, a
piece of wood) over the slots during backfill placement may help keep
backfill from entering the alignment slots.
2.4. installation of deadmen
2.4.1. The top of the deadmen should be aligned to the bottom of the tank.
2.4.2. The deadmen are typically placed directly an the excavation floor,
2.4.3. If Xerxes 18-inch wide low -profile deadmen are used as a
construction guide, they may need to be elevated. This can be
accomplished by putting 3-112 inch of backfill or a wood 44 (or
equivalent) underneath, so that the top of the deadmen are 12 inches off
of the bottom of the excavation, (See FIGURE 2-3.)
2.4 i. Make sure the anchor points are positioned correctly.
2.4.5. Some contractors use the deadmen as a guide fcr proper depth of
bedding. (Note that low -profile deadmen are not 12 inches high.)
18`-wide low -profile deadmen
Backfill y r p 4x4
�jli=�Illli`= i1�`W ' = ��lllll=�Illll �ill�''
FIGURE 2-3
3. OPTIONAL TURNBUCKLES
3.1. General
3.1.1. Xerxes also offers a turnbuckle (See FIGURE 3-1.) that will connect
the deadman anchor paint to the Xerxes FRP hold-dow.i strap. When the
deadman is properly positioned, this will eliminate the use of cables and
cable clamps. See Hold-down Straps subsection in the Anchoring Tanks
section of the installation Manua! for more detail. (Also see FIGURE 2-1.)
I,Il,lllllll Illl lFill IIII II
FIGURE 3.1
XEMES�
CORPORATION
7901 Xerxes Avenue South, Minneapolis, MN 55437-1288 r [phone] ■ Fax [phone] a vnvvv.xerxescorp.com
V 2004 Xerxes Corporation xpd04105ih
pl
ELEV. =27.0' MSL
ExISTrkG GRADE
FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
WITHOUT APPROVAL FROM
DIVISION OF WATER RESOURCES
GRAPHIC SCALE
2 0 t 2 4
1 inch = 2 feet
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DRAWING:
C,12,2
FUTURE IRRIGATION STORAGE TANK
2021 HAGGETT ENGINEERING ASSOCIATES, INC.
FILE: 17 f 635C.+2-2.dwg
0 2021 Haggett Engineering Associates, Inc.. All Rights Reserved. Drawings, Specifications and the Design are and shall remain the property of this Engineering Firm, whether the project for which they are prepared is executed or not, unless superseded by contractual agreement. The Drawings and Specifications shall not be used by the project owner or any other party for other projects, additions to this project, or for completion of this project except by agreement in writing.