186 Bermuda Run Drive Lot 33-34Davie County, NC Tax Parcel Report Wednesday, October 26, 2016
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All data Is provided as Is without warranty or guarantee of any Idnd either expressed or Implied Including but not limited to the
Davie County, Implied warranties of merchantability or fitness for a particular use. All users of Davie County's GIS websiteshall hold harmless the
County of Davie, NorthCarolina, its agents, consultants, contractors or employees from any and all claims or causes of action due to
NCor arising out of the use or Inability to use the GIS data provided by this webslte.
WARNING: THIS IS NOT A SURVEY
Parcel Information
Parcel Number:
D802OA0025
Township:
Farmington
NCPIN Number:
5872952217
Municipality: BERMUDA RUN
Account Number:
6540120
Census Tract:
37059-803
Listed Owner 1:
BEROTH WESLEY H
Voting Precinct:
HILLSDALE
Mailing Address 1:
186 BERMUDA RUN DRIVE
Planning Jurisdiction:
BERMUDA RUN
City: BERMUDA
RUN
Zoning Class: BERMUDA RUN CR
State:
NC
Zoning Overlay:
Zip Code:
27006-9584
Voluntary Ag. District:
No
Legal Description:
LOTS 33-34 BERMUDA RUN GOLF&COUNTRY
Fire Response District:
CLEMMONS
Assessed Acreage:
1.23
Elementary School Zone: SHADY GROVE
Deed Date:
4/1994
Middle School Zone:
WILLIAM ELLIS
Deed Book / Page:
001730895
Soil Types:
MrB2,SeB
Plat Book:
0004
Flood Zone:
Plat Page:
079
Watershed Overlay:
BERMUDA RUN
Building Value:
251300.00
Outbuilding & Extra
Freatures Value:
0.00
Land Value:
65000.00
Total Market Value:
316300.00
Total Assessed Value:
316300.00
161
All data Is provided as Is without warranty or guarantee of any Idnd either expressed or Implied Including but not limited to the
Davie County, Implied warranties of merchantability or fitness for a particular use. All users of Davie County's GIS websiteshall hold harmless the
County of Davie, NorthCarolina, its agents, consultants, contractors or employees from any and all claims or causes of action due to
NCor arising out of the use or Inability to use the GIS data provided by this webslte.
Rcn�., F� yw N Lora 8 •0�` �1''`'"`-' �� a� � S=
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'> DAVIE COUNTY HEALTH DEPARTMENT ,�� 74,z
'---� IMPROVEMENTS PERMIT AND CERTIFICATE OF COMPLETION
*Note: Issued in Compliance with G.S. of North Carolina Chapter 130—Article 13c.
Permit Number
Name N Buddy Norwood for Lanny Wadkins house Date 6�1�79 O 2169
Location Highway 158
Note: This is an experimental sewage system that will be installed under the direction
of Ur., o ar i e, N.G.S.U.
Subdivision Name Bermuda Run Lot No. 33 & 34 Sec. or Block No.
Lot Size House. x Mobile Home _ Business Speculation
No. Bedrooms No. Baths No. in Family
Garbage Disposal YES C❑ NO ❑ Specifications for System: /v-vlslz
Auto Dish Washer YES ❑ NO ❑ Ir"4 PLY.
Auto Wash Machine YES ❑ NO
Type Water. Supply
*This permit Void if sewage system described below is not installed within 36 months from date of issue.
This permit becomes invalid upon non compliance with all the conditions set forth in
letter dated June 1, 1979, addressed to Mr. Buddy Norwood. This letter is on file with
this office and copies to the following people: Dr. Carlile, Steve Steinbeck and (fir. D.Y.
McBrayer.
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improvements permit by
*Contact a representative of the Davie County Health Department for final inspection of this system between 8:30-
9:30 A.M. or 1:00-1:30 P.M. on day of completion. Telephone Number: 704-634-5985.
Final Installation Diagram: System Installed by`e
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DESIGN SPECIFICATIONS FOR LOW PRESSURE DISTRIBUTION SYSTEM
Lanny Wadkins Residence
Bermuda Run - Lots 33 & 34
Davie County
1. Design flow - 3 BR house - 450 gpd
4 BR house - 600 gpd
2. Estimated Soil permeability and loading rate.
70 - 90 min/in percolation- 0.25 gpd/ft.2
3. Total area needed for absorption system
3 BR = 450 gpd x 2 = 3,600 ft.2 4 BR ='600 gpd x 2 = 4,800 ft.2
0.25 gpd/ft2 0.25 gpd/ft2
4. Linear feet o-f-la'tehal's required
3 BR = 3,600 ft.2
5 ft. centers = 720 ft.
4 B R = 4;800 ft2
5 ft centers = 960 ft
Use 6 - 120' lines for 3 BR or 8 - 120'
lines for 4 BR. (see sketch)
5. Hole spacing, for distribution laterals (1 1/4" PVC, holes between
3' to 6' apart)
3 BR - 720 ft laterals
-6—ft hole spacing = 144 holes
4 BR - 960 ft. laterals
6 ft. hole spacing = 160 holes
6.. Total pumping head of system
Pressure Head - 3 ft.
Elevation Head - 12 ft. -
Friction Head - 4 ft.
Total Head - 19 ft.
7. Pump Capacity Required
3 BR - 144 holes - 1/8" orifice @ 3 ft. pressure head
144 x 0.319 gpm = 46 gpm
2 -
I. (continued)
4 BR - 160'holes - 1/8" orifice @ 3 ft. pressure head
160 x 0.319 gpm = 51 gpm
for 3 BR - need pump to produce 46 gpm at 19' pumping head
for 4 BR - need pump to produce 51 gpm at 19' pumping head
8. Dosing volume required to dose at least 4-5 times pipe volume.
150 feet 2" manifold: 1.5 x 16.2 g Q -.24.3
960 feet 1 1/4" laterals: 9.6 x 6.4 g = 61.4
Total 85.7 g
85.7 g x 4 = 343 gal - minimum dose
For a 1,000 gal pumping tank, 343 gal i.s approximately 1/3 of the
total volume. If the tank is 4 feet deep, the depth of water per 343 gal
dose is:
4' x 1/3 = 1.3 feet = 16 inches
-3-
MATERIALS LIST FOR LPP SYSTEM
L. Wadkins Residence
PVC Pipe (thin wall, 160'0i): 200 ft. 2" pipe
or 760 ft 1 1/4" pipe - 3 BR
1 ,000 ft 1 '1/4" pipe' - 4 BR
PVC Fittings:
1 - 2" gate or globe valve
2 - 2" quick - connect couplings
8 - 2" tees
3.- 2" elbows - 900
2 - 2" elbows - 450
8 - 1 1/4" tees
16 - 1 1/4" elbows
8 - 2" x 1 1/4" reducing bushings
16 - 1 1/4" caps and adapters
Other Materials:
15 yds3 washed gravel; 1/2 -.3/4 inch dia.
PVC cleaner + cement
Motar to seal tank openings
2 concrete blocks
Submerisble Pump: .
A good quality septic tank effluent pump. DO NOT use a
grinder pump.
Pump should deliner a minimum of 46 or 51 gpm against a 19 foot
head (check pump curve from manufacturer)
Pump controls should be dual, adjustable sealed mercury float
control switches. It is also recommended that a high-water
alarm be installed to buzz in the house in case of pump
failure.
A power supply with outdoor electrical outlet must be installed
at the pumping tank.
Other Items Needed: Hacksaw, shovels, small tractor or bobcat with
loader to move gravel.
Pail{E (9ou tU Pralth Bepartraent
anb Porat Pealf4 �gcnrg
P. O. BOX 665
f IIrksuille, North Carolina 27028
CONNIE L. STAFFORD, BA, MPH TELEPHONE
Health Director (704) 634-5985
June 23, 1987 (704) 634-5881
Ms. Ann Skinner
Crowder Realty
3528 Vest Mill Road
Winston-Salem, NC 27103
Dear Ms. Skinner:
Please find enclosed a copy of the sewage disposal system that serves
the house located on lots 33 and 34 in Bermuda Run.
As discussed on June 22, 1987, the sewage system for said house was
designed for a four bedroom dwelling. There is not sufficient space to
increase its capacity to five bedrooms. The system was designed to accept
600 gpd based on 150 gpd flow per bedroom per day.
Please be advised that no structure should be built on or within
10 feet of any part of the sewage system.
In summary, this office has no control as to the addition of another
bedroom; however, water conservation at said residence should be of utmost
importance if the existing sewage system is to function properly.
If you have any questions, feel free to call.
Sincerely,
Robert B. Hall, Jr., R.S.
Environmental Health
Enclosures
RH/wd
DAVIE COUNTY HEALTH DEPARTMENT
• IMPROVEMENTS PERMIT AND CERTIFICATE OF COMPLETION
*Note: Issued in Compliance with G.S. of North Carolina Chapter 130—Article 13c.
Permit Number
Name Buddy Norwood for Lanny Wadkins house Date 6/1/79 N9 2169
Location Highway 158 _
Note: This is an experimental sewage system that will be installed under the direction
of Ur. Hoarille, N.U-.-S—.O—.
Subdivision Name Bermuda Run Lot No. 33 & 34 Sec. or Block No.
Lot Size
House X Mobile Home _ Business _— Speculation
No. Bedrooms 4 No. Baths No. in Family
Garbage Disposal YES ❑ NO ❑ Specifications for System:—
Auto Dish Washer YES ❑ NO ❑
Auto Wash Machine YES ❑ NO ❑
Type Water Supply_—
*This permit Void if sewage system described below is not installed within 36 months from date of issue.
This permit becomes invalid upon non compliance with all the conditions set forth in
letter dated June 1, 1979, addressed to Mr. Buddy Norwood. This letter is on file with
this office and copies to the following people: Dr. Carlile, Steve Steinbeck and Mr. D.Y.
McBrayer.
*Contact a representative of the Davie County Health Department for final inspection of this system between 8:30-
9:30 A.M. or 1:00-1:30 P.M. on day of completion. Telephone Number: 704-634-5985.
Final Installation Diagram:
System Installed by �l' 1 e LQy�t ,CO- D
Certificate of Completion Date
*The signing of this certificate shall indicate that the system described above has been installed in compliance with
the standards set forth in the above regulation, but shall in NO way be taken as a guarantee that the system will function
satisfactorily for any given period of time.
DAVIE COUNTY HEALTH DEPARTMENT
• IMPROVEMENTS PERMIT AND CERTIFICATE OF COMPLETION
`Note: Issued its Compliance with G.S. of North Carolina Chapter 130—Article
13c.
Permit
Number
Name - {' . ! , :'
Date
f` i `7
Location ('
' _• -'-
__ P
3 � 1 L: a.
1. I
Subdivision Name " "`' n
Lot No.
;"' Sec.
or Block No.
Lot Size House
Mobile Home _
Business
Speculation
No. Bedrooms No. Baths No. in Family
Garbage Disposal YES ❑ NO ❑ Specifications for System:
Auto Dish Washer YES ❑ NO ❑
Auto Wash Machine YES ❑ NO ❑ f
Type Water Supply _—
*This permit Void if sewage system described below is not installed within 36 months from date of issue.
iI]''..._ !'._:Sii_.i:. tiC.i..,��:...., �(iLt•".:�.7.0 l mil r1G.� i.C.'�'�?.1.�:(i..,... tJ:�.�;�1 ��.7 �a:l.;., L'fir"� _a1.`�,`. _!_ ,.t.�
cn! _ S
of l -, t:r w f)^,L; ^ i:i'i^ 'i L S.i _:_r1':' [j Cr 5. l:i.'� ; .x'1 i :t r 131 ,^..U'_'
I
Improvements permit by
a
*Contact a representative of the Davie County Health Department for final inspection of this system between 8:30-
9:30 A.M. or 1:00-1:30 P.M. on day of completion. Telephone Number: 704-634-5985.
Final Installation Diagram:
f
System Installed by
Certificate of Completion ' ' i ?' "' Date
*The signing of this certificate shall indicate that the system described above has been installed in compliance with
the standards set forth in the above regulation, but shall in NO way be taken as a guarantee that the system will function
satisfactorily for any given period of time.
DEED BOOK /09 PAGE 4
_ .tO 8
STATE OF NORTH CAROLINA
COUNTY OF DAVIE
.5 %- 4/ 0o .
,Bd'X 57.2 G
C� »mow
X. C , x.70 � �--
SEPTIC TANK AGREEMENT
S & N, A North Carolina
The undersigned, General Partnership owner of property located
at Lot # 33 & 34, Sect. 1, BRG&CC ("the site") and described in instrument
recorded in Book 4 at page 79 , Davie Public Registry, hereby acknowledges that he
applied to the Department of Health, Davie County for a permit to install a septic
tank sewage disposal system on the site; the Department evaluated the site for suita-
bility for such a system in accord with the regulations promulgated by the North Car-
olina -Commission for Health Services as 10 NCAC 10A .1900 et seq; that the Depart-
ment classified the site as and an appropriate permit was
issued by the Department.
The undersigned further acknowledges that the proper design, construction and
maintenance of such septic tank system is his responsibility and that neither the De-
partment nor its officials, employees, or agents warrant or guarantee that the said
system installed pursuant to the permit issued by the Department will function in a
satisfactory manner for any given period of time, or that the Department, its offic-
ials, employees or agents assume any liability for damages, consequential or direct,
which are caused, or which may be caused, by a malfunction of such system.
This document shall be placed on the public records of the REgister of Deeds of
Davie County and indexed therein under the Grantor Index in the names or names of the
undersigned, and the foregoing acknowledgements shall henceforth be binding on all
persons claiming any right, title or interest in the site.
And the undersigned further agrees for himself, his heirs and assigns, that he
shall idemnify and hold harmless the Department and its successors, as well as Davie
County, for any damages or other claims of any person or persons whatsoever arising
out of the installation, operation, or failure, of said septic tank system.
And the undersigned further agrees for his heirs and assigns that, in the event
any septic tank system installed under authority of the aforesaid permit fails to per-
form adequately, in any respect, he will take whatever measures are required to corr-
ect same; or if such is impossible, he will discontinue use of said system immediately
clude
Use of the singular masculine pronoun forms
the plural and feminine forms as the coni
This 5th *day of - November 19 79.
STATE OF NORTH CAROLINA
COUNTY OF XOW
FORSYTH
a Notary
hereby certify thatAj
6, %ice
date and acknowledged the due xecution of
WITNESS my hand and notarial seal, thys)
STATE OF NORTH CAROLINA
COUNTY OF DAVIE
herein shall be deemed to also in-
said County and State, do
y appeared before me this
instrument.
of ' ��
7
ti C"13CbifY&,i
o
10
P
TH CAROO;r
, 19 7�
ship
s
I, a Notary Pub-3"ic for said County and State, do
hereby certify that personally came before me this day and
acknowledged that he is of , and that by
authority duly given and as the act and deed of said corporation, the foregoing .in -
strument was signed in its name by its , sealed with its corpo-
rate seal and attested by as its
WITNESS my hand and notarial seal, this day of 19
NORTH CAROLINA, DAVIE COUNTY
Notary Public
My Commission Expires
The foregoing certificateeQ of Mazy B. Roberts
Notary Public( of FnrS�= h County is
masse) certified to be correct. This instrument was presented for registration this
6th day of November , 1579, -at 9:35 A.M., fid. and duly recorded in the office
of the Register of Deeds of DAVIE COUNTY, North Carolina in Book 109_, Page 408
•This the 6th day of November , A.D. 19 79.
BY: e
J.K. Smith,.REGISTER OF DEEDS , DEPUTY REGISTER.OF DEEDS
r
Individual Wastewater Project
SIMPLIFIED DESIGN SEQUENCE OF A LOW PRESSURE DISTRIBUTION SYSTEM
FOR SEPTIC TANK EFFLUENT
Triangle J Council of Governments
Post Office Box 12276
Research Triangle Park, NC 27709
(919) 549-0551
The following material has been extracted from a preliminary draft of
"Individual On -Site Wastewater Disposal Systems for North Carolina's
Coastal Zone," by B.L. Carlile and D.J. Osborne, of the NC State
University Soil Science Department.
The low pressure system is still in the research and development stage.
Individual design specifications must be mad on a case by case basis with
particular attention to soil limitations and site drainage.
The attached writeup is a general design example for low pressure distri-
bution systems. It is not intended to provide difinitive design criteria
for individual situations. These must be detrmined with expert
consultation.
For further information, please contact the Triangle J Council of
Governments (549-0551) or the NCSU Soils Extension Service (737-3285)•
DESIGN SEQUENCE FOR A LOW PRESSURE DISTRIBUTION 1
Step l: Determine daily wastewater flow for the ho: d. Usually
about 75 gpd per person, or 150 gpd per bedroom. Try inimize
wastewater flow by encouraging the use of water-conser. devices
(especially low -flow showerheads and toilets).
Step 2:1 Estimate soil permeability from soil evaluati• (or from pro-
perly run perc.tests). Determine loading rate for soil .,sorptionsystem
(Table 1).
Step 3:1 Determine total area needed for the absorptio7 ystem. Divide
daily wastewater flow (from Step 1) by the loading rate rom Step 2),
and then multiply by 2 for low pressure systems. (Mult, by 1 when
calculating basal area for a Mound System).
EXAMPLE: 1) Wastewater flow = 450 gpd
2) soil permeability = 50 minutes/inch
loading rate = 0.5 gpd/ft2
3) Total area needed = (450 : 0.5)x 2 = 18 ft.2
(Don't forget to multiply by 2 for low pressure systems:;
Step 4: Determine linear feet of laterals needed (these •re the 14" dis-
tribution pipes with holes drilled in them). Since the I -s will be
spaced at a minimum of five feet apart, simply divide the )tal absorption
area (1800 ft2) by 5: 1800 - 5 = 360 linear feet. If t lot is
partially wooded, these spacings may not be possible, and a total area
required may be somewhat larger.
Step 5: Determine the best configuration of the 1800 ft4 istribution
system.,This will depend on slope, drainage, trees, etc. r this
example, length x width should equal 1800.
EXAMPLES:
a) 30 x 60
b) 40 x 45
c) 90 . x 20
From P
c
-2 -
Each of these are possible sizes for an 1800 ft system. (Note that.
the total linear footage of lateral lines will be the same, regardless
of the shape.) Lateral lines should be placed parallel to the natural
contours of the land.
Step 6: Sketch out the distribution system. The following sketches
are for the examples listed above in Step 5.
_1 2n f,- - An fr = lAnn fr2
Manifold
60'
301
.
OR
b) 40 ft. x 45 ft = 1800 ft2:
OR
301 --Ip
I
4SI 401 -*
c) 90 ft x 20 ft. = 1800 ft2;
90' -
20'
�--
451 :> / _--- 45' --=--y
From Pump
-3 -
NOTE: Manifold is in the center of the distribution system in Example C
in order to minimize friction loss in the long laterals. Laterals
should not extend more than 70 feet from the manifold. (This was not a
problem'in Examples (a) and (b) where laterals were only 60 and 45 feet
long.)
Step 7: Select hole size and spacing in accordance to capacity of the
pump that will be used. Holes should be no farther than 5 feet apart,
and should be from 1/8" to 3/16" in diameter. 3/32" holes maybe used,
but have a greater potential for clogging than 1/8" holes. Table 2
gives the flow rate through holes of different diameters.
EXAMPLE: As noted above, our 1800 ft system will require 1800 ; 5 =
360 linear feet of laterals. If the holes are spaced at 5 -foot intervals,
there will be 360 -- 5 = 72 holes in the distribution system.
Let's try 1/8" for the hole size. Table 2 tells us that a 1/8" hole in a
system pressurized to four feet of head (1.73 psi) will discharge 0.37
gallons per minute. (Remember, 2.4•- 6.0 feet of pressure head is needed to
distribute effluent equally through the system.)
• N
N - Total flow through the system equals:
(TOTAL NO. OF HOLES) x (FLOW PER HOLE) = 72 x 0.37 = 27 gpm
so, we must choose a pump which will deliver 27 gpm at a certain head
(to be determined in the following steps).
Step 8: Determine total pumping head of system. This is the amount of
work the pump must do to overcome: a) the difference in elevation from
the pump to the end of the manifold; b) the frictional resistance of the
pipe; and c) the pressure needed in the distribution system.
TOTAL HEAD = ELEVATION HEAD + FRICTION HEAD + PRESSURE HEAD
a) Elevation Head: difference in elevation from the pump
to the end of the manifold. (Don't forget that the
pump will be 4 or 5 feet bEA 0W ground level in the
pumping tank.)
r
G .
J
-4-
b) Friction head: Frictional loss in pipe from the pump
to the end of the manifold (See Table 3 for frictional
losses in various sizes of Schedule 40 PVC pipe.). Note
that the frictional loss will vary with the diameter and
total length of pipe, as well as with the pumping rate.
c) Pressure Head: Head required to pressurize the entire
distribution system, usually about 4 feet (1.7 psi), but
not less than 2.4 feet (1 psi) or greater than 6 feet
(2 psi) .
Step 9: Select manifold size (diameter) according to frictional loss
and pump capacity.
EXAMPLE: For our sample system, we already know that we must have a
pump that will deliver 27 gpm (Step 7) at a pressure head of
4 feet (Step 8c). However, we still must calculate the friction
head requirement. Let's say that we have to pump a total dis-
tance of 100 horizontal feet from the tank to the end of the
manifold; and that there is a vertical difference cf six feet
between the pump (in the tank bottom) and the end of the manifold.
Elevation Head = 6 feet
Pressure Head = 4 feet
Friction Head = ?
Determine Friction Head from Table 3. If we want to use l"
pipe for the manifold, then the friction head at 27 gpm will
be between 3.75 and 5.22 -feet. Let's say 4.5 feet. So, the
total head requirements are ELEVATION + PRESSURE + FRICTION =
6 + 4 + 4.5 = 14.5 feet.
This means that we need a pump with a capacity of 27 gpm
at 14.5 feet of head for our system to work as designed.
This must be checked against the performance curve of the
specific pump chosen. (Examples of performance curves are shown
in Table 4.)
-5
NOTE: Performance curves vary among pump designs and manu-
facturers. A performance curve for a 1/4 horsepower pump from
one manufacturer will be different from the curve for a 1/4 h.p.
pump of another manufacturer. BE SURE TO CONSULT THE PERFORMANCE
CURVE OF THE.SPECIFIC PUMP TO BE USED IN YOUR SYSTEM.
Step 10: What to do if the pump you want to use will not meet the
system's requirements. There are several choices:
a) Select a larger pump.
b) Reduce head requirements by using a larger diameter manifold
(reduce frictional loss), or slightly lower pressure head.
c) Reduce hole size and/or increase hole spacing such that the
total flow will fall below the pump performance curve for
your pump.
Note that any combination of choices can be made. The goal is to design a
system that works for as low a cost as possible.
Selecting a larger pump may solve the problem, but this may be more expen-
sive than simply increasing the diameter of the manifold from 11" to 211.
(In our example, we can reduce the frictional loss by 3.2 feet simply by'
changing the manifold diameter from 11" to 2".)
Option (c) is not really available to us because we have already chosen
the smallest feasible hole size (1/8") and largest spacing (5 feet).
Step 11: Select dosing volume. Optimal performance is achieved with 2
to 4 doses per day. For our 450 gpd system, this would be from 112 to
225 gallons per dose. However, each dose should equal at least 4 or 5
times the storage volume of the distribution system ('fable 5).
EXAMPLE: Calculate storage volume of our sample system with 100 feet
of 2" manifold and 360 feet of 14" laterals (see Table 5):
100
feet
2" manifold:
1 x
16.2 =
16.2
360
feet
IV laterals:
3.6
x 6.4
= 23.0
TOTAL 39.2 gallons
GUIDE TO ESTILAIATING SOIL PERNEASICITY
Soil Text Est. Perc- Raia- Load Rate
Min/in gal/ft /day
S and..1 .
sand
< 20
o•g-l.•o
S . loam,
20-40
0.6- �°js
si. loam
S. clay
loam,
40-60
00 - o-&
clay loam
Olay, s.
clay
60-90
0-.2 - o•'�
Clay, si
. clay
90-120
_6_
So, the dosing volume should be 4 or 5 times the storage capacity (39.2
gallons)I, or about 150 to 2.00 gallons per dose.
A 150 gallon dose would provide 450 - 150 = 3 doses per day. (Note
that a pump which delivers 25 gpm will only operate for 6 minutes at a
time, or a total of 18 minutes per day).
Step 12: Determine depth of water to be pumped per dose. (Assume a
regular shaped pumping tank; i.e., with parallel sidewalls.)
EXAMPLE: For a 900 gallon pumping tank, 150 gallons is 1/6 of the total
volume. Therefore, one dose will empty a volume of water 1/6
of the total depth of the tank.
If the tank is 4 feet deep, then the depth of water per 150 -
gallon dose is:
4 feet x 1/6 = 2/3 feet = 8 inches.
•' FRICTIQ: LOSS IN SCHEWLE 40 PUSTIC PIFs
ect of head per 100 iect of i (C = 130)
'PIPE DIAMETER (in inch s)
F. e :: 1 1 1/4 1 1�L 2 3 4 6
1 0.07
2
0.28
0.07
=
3
0.60
o.16
:' 0.07
4
1.01
0.25
0.12
5
1.52
0.39
0.18
6
2.14
0.55
4.25
0.07
7
2.89
0.76
0.36
o.10
-
8
3.63
0.97
o.46
0:14
9
4.57
1.21
0.58
0.17
10
5.50
1.46
0.70
0.21
11
1.77-
0.84
0.25
12
2.09
1.01
0.30
13
2.42
1.17
0.35
1Y
2.74
1.33
0.39
L5
3.06
1.45
0.44
0.07
L6
-
3.49
1.65
0.50
0.08
LT _
3.93
1.86
0.56.
0.09
f�
4.37
-2.07
0.62
0.10
19
4:81
2.28
0.68
0.11
20
5.23
2.46
0.74
0.12
25
3.75
1.10
0.16
30
5.22
1.54
0.23.
35
2.05
0.30
0.07
40
2.62
0.39
0.09
45
3.27
0.48
0.12
50
3.95
0.58
0.16
60
:0.81
0.21
70
1.08
0.28
80
1.38
0.37
90
1.73
0.46
100
2.09
0.55
•0.07
125
0.85
0.12
150•
1.17
o.16
175
1.56
0.21
200
0.28
0.07
250
0.41
0.11
300
0.58
0.16
50
0.78
0.20
0.70
400
0.99
0.26
0.90
450
1.22
0.32
0.11
5110
0.38
0.14
o00
0.54
0.18
700
0.72
0.24
800
0.32
900
0.38
LOCO
0.1+6
5 2a 164
6 2.597
CA
C='0.6 for :h.:rp-edged ori.ficcs
0.024 0.102 0.231 0.412. 0.642 0.928 1.263 1
0.027 0.112 0.2. 3 0,452 0.704 1.017 1.384 1
i
Fo r2
b 1 FF672 &7X)7-
h`bC d -</,P
DRILLED
PVC PIPE
ORIFICE I:11•TTRR
IN INCHES
). of `r'.1d
P32
0.0625
•
0,0)33
0.125
0.156
0.188
-
0.219
3/321/(3
_._..._. _.�_
. 32
- 3/16
7/32
. 2
0-866
0.015-
0.065
0.146
0.261
0.406
0.587
0.799
3'
1.293
0.019
0,079
0.179
0.319
0.1198
0.719
0.979
4
1.131
0.022
0.091
0.207
0.369
0.576
0.830
1.130
5 2a 164
6 2.597
CA
C='0.6 for :h.:rp-edged ori.ficcs
0.024 0.102 0.231 0.412. 0.642 0.928 1.263 1
0.027 0.112 0.2. 3 0,452 0.704 1.017 1.384 1
i
TABLE 5. Storage Volume Per 100 Feet of Pipe
Inside Diameter
(inches)
1
1�
1�
2
3
Storage Volume
(gal) .
4.1
6.4
9.2
16.2
36.7
P14M P -P(FRFO/Z tA)cc cuRVc S
Keam t-l-ODc. K—ZS- (a.asli•P
30
25
20
W
15
10
5
0 10 20 30 40 50 60
GPM
KE'�rJ M D L CC—Ya
30
25
20
15
0
� 10
5
M
� SEN M o�EL tc-3 3
10 Zo 70
KhE0ij f'KDDc L K - 5-D
CO- 5-14 P Performance Curve
24 —
22
20
18
Z 16
v
u_
c 14
12
10
6
4
2
1•
--
r
10 Zo 70
KhE0ij f'KDDc L K - 5-D
CO- 5-14 P Performance Curve
24 —
22
20
18
Z 16
v
u_
c 14
12
10
6
4
2
0 10 20 30 40 50 60 0 10 to A=J 50 60 70
GP,.• Gallons Per ': ;m; �. _ - • a
r
0 10 20 30 40 50 60 0 10 to A=J 50 60 70
GP,.• Gallons Per ': ;m; �. _ - • a
r
DAVIE COUNTY HEALTH DEPARTMENT
P. 0. BOX 57
MOCKSVILLE, N. C. 27028
(704) 634-5985
Statement for Septic Tank Improvement Permits
and/or Site Evaluations
NAME ,Esc+a%"/ DATE ISSUED
ADDRESS PERMIT NO.
Explanation of charge
AMOUNT DUE ,?u•yD
PLEASE REMIT THE ABOVE AMOUNT
SANITARIAN%JQ�
ON RECEIPT OF THIS STATEMENT.
w
it
�
U
1
�
�
u
�
RI
N
4)
0<1
;
it
DESIGN SPECIFICATIONS FOR LOW PRESSURE DISTRIBUTION SYSTEM
Lanny Wadkins Residence
Bermuda Run - Lots 33 & 34
Davie County
1. Design flow - 3 BR house - 450 gpd
4 BR house - 600 gpd
2. Estimated Soil permeability and loading rate.
70 - 90 min/in percolation - 0.25 gpd/ft.2
3. Total area needed for absorption system
3 BR = 450 gpd x 2 = 3,600 ft.2
0.25 gpd/ft2
4. Linear feet of-ldtehal's required
3 BR = 3,600 ft.2
5 ft. centers = 720 ft.
4 B R = 4;800 ft2
5 ft centers = 960 ft
4 BR ='600 gpd x 2 = 4,800 ft.2
0.25 gpd/ft2
Use 6 - 120' lines for 3 BR or 8 120'
lines for 4 BR. (see sketch)
5. Hole spacing, for distribution laterals (1 1/4" PVC, holes between
3' to 6' apart)
3 BR - 720 ft laterals
5 ft hole spacing = 144 holes
4 BR - 960 ft. laterals
6 ft. hole spaci.ng = 160 holes
6.. Total pumping head of system
Pressure Head - 3 ft.
Elevation Head - 12 ft.
Friction Head - 4 ft.
Total Head - 19 ft.
7. Pump Capacity Required
3 BR - 144 holes - 1/8" orifice @ 3 ft. pressure head
144 x 0.319 gpm = 46 gpm
-2-
7. (continued)
4 BR - 160 holes - 1/8" orifice @ 3 ft. pressure head
160 x 0.319 gpm = 51 gpm
for 3 BR - need pump to produce 46 gpm at 19' pumping head
for 4 BR - need pump to produce 51 gpm at 19' pumping head
8. Dosing volume required to dose at least 4-5 times pipe volume.
150 feet 2" manifold: 1.5 x 16.2 g 4 '."24.3
960 feet 1 1/4" laterals: 9.6 x 6.4 g = 61.4
Total 85.7 g
85.7 g x 4 = 343 gal - minimum dose
For a 1,000 gal pumping tank, 343 gal is approximately 1/3 of the
total volume. If the tank is 4 feet deep, the depth of water per 343 gal
dose is:
4' x 1/3 = 1.3 feet = 16 inches
. ' L
-3-
MATERIALS LIST FOR LPP SYSTEM
L. Wadkins Residence
PVC Pipe (thin wall, 160'psi): 200 ft. 2" pipe
or 760 ft 1 1/4" pipe - 3 BR
1,000 ft 1'1/4" pipe - 4 BR
PVC Fittings:
1 - 2" gate or globe valve
2 - 2" quick - connect couplings
8 - 2" tees
3.- 2" elbows - 900
2 - 2" elbows - 450
8 - 1 1/4" tees
16 - 1 1/4" elbows
8 - 2" x 1 1/4" reducing bushings
16 - 1 1/4" caps and adapters
Other Materials:
15 yds3 washed gravel; 1/2 - 3/4 inch dia.
PVC cleaner + cement
Motar to seal tank openings
2 concrete blocks
Submerisble Pump:
A good quality septic tank effluent pump. DO NOT use a
grinder pump.
Pump should deliner a minimum of 46 or 51 gpm against a 19 foot
head (check pump curve from manufacturer)
Pump controls should be dual, adjustable sealed mercury float
control switches. It is also recommended that a high-water
alarm be installed to buzz in the house in case of pump
failure.
A power supply with outdoor electrical outlet must be installed
at the pumping tank.
Other Items Needed: Hacksaw, shovels, small tractor or bobcat with
loader to move gravel.
C
i
L^
�o 1/ — / 2n
E r
i
IL.ett1#1# �Pptt� #xnext#
zt uxne P eaffif cAgr r
P. O. BOX 57
�achsi�illr, �iartli:(li:irnlin:► X7[125
OFFICE OF THEDIRECTOR .lune 4, -1979- � TELEPHONE
704! 6.34-5985 .
Mr. Buddy Norwood
Bermuda Run Golf and Country Club
P.O. Box 526
Clemmons, N.C. 27012 .
Re: Low Pressure Distribution System
Lanny Wadkins Residence, Bermuda Run Lots #33 and 34.
Dear Mr. Norwood:
After reviewing the date submitted to this office by Dr. Bobby L.
Carlile, for the above mentioned project, this office will accept these
plans as an alternate means of on-site sewage disposal. As this is an
experimental sewage disposal system and does not fall under the Davie
County Health Departments' jurisdiction of conventional ground absorption
sewage disposal systems, please note below all the conditions under which
this office will issue the necessary Improvements Permit.
1.. The enclosed SEPTIC TANK AGREEMENT FORM be completed
and filed with the Register of Deeds, Davie County, and
a copy of this form be presented to the office of the
Davie County Health Department to be placed on the
permanent file of lot #33 and #34 Bermuda Run.
2. The enclosed statement for $20.00 be paid in.full, as
is customary with the issue of all Improvements Permits
for new installation.
3. That arrangements be made from your office(we will.assist
as much as possible) to secure the services of Dr. Carlile.
and/or his staff, for the purpose of supervising and
assisting with the installation of this sewage system.
4. That as suggested by Dr. Carlile during his evaluation,
that all fixtures in this home be of the water saving'
variety.
5. An most important, that the site as it was orginally
evaluated by Dr. Carlile and Mr. Steve Steinbeck, earlier
this year, not be altered in anyway. It should be noted
that upon several visits to Bermuda Run,it does appear to
this office, that some of the orginal soil has been
Page 2
removed from the area or very close to the proposed
area of installation. This should be confirmed with
Dr. Carlile and/or Steve Steinbeck, before work begins.
This office must know how many bedrooms this home will have in order
to size the proposed system according to the"information provided tows
by Dr. Carlile. Upon completion of all the above conditions, this
office stands ready to issue the Improvements Permit for Davie County's
first experimental Low Pressure Distribution Sewage System. Feel free to
contact this office when we may be of further assistance to you.
Sincerely,
Joe Mando, Sanitarian Supervisor
Davie County Health Department
JM/gh
cc: Dr. B.L. Carlile
Mr. Steve Steinbeck
Mr. D.Y. Mc Brayer
Enclosures
It V -
STATE OF NORTH CAROLINA
JAMES B. HUNT. JR. DEPARTMENT OF HUMAN RESOURCES
GOVERNOR
Division of Health Services
SARAH T. MORROW. M.D., M.P.H.
SECRETARY
P. O. Box 2091 Raleigh 27602
May 11, 1979
Mr. Joseph Mando, Sanitarian
Davie County Health Dept.
P. 0. Box 57
Mocksville, N. C. 27028
Dear Mr. Mando:
HUGH H. TILSON, M.D.
DIRECTOR
Phone: (919) 733-2261
Attached, for your information, is a copy of a letter I
received from Mr. Ballard G. Norwood, Clemmons, N. C.
At your convenience, please get in touch with Mr. Norwood
and see what can be done about providing a septic tank permit.
If I can be of assistance, please feel free to contact me.
Attachment
cc: Mr. D. Y. McBrayer
Sincerely,
Steve J. Steinbeck
Soil Specialist
Sanitation Branch
Sanitary Engineering Section
�')� /V/V'
OA
STATE OF NORTH CAROLINA
JAMES B. HUNT. JR. DEPARTMENT OF HUMAN RESOURCES
GOVERNOR
Division of Health Services
SARAH T. MORROW. M.D.. M.P.H.
SECRETARY P. O. Box 2091 Raleigh 27602
March 22, 1978
Mr. Joseph Mando, Sanitarian
Davie County Health Department
Post Office Box 57
Mocksville, North Carolina 27028
Dear Mr. Mando:
JACOB KOOMEN, M.D., M.P.H.
DIRECTOR
, 1877 �
One Hundred Years
or Public Health
in North Carolina
" 1977
At the request of Mr. D. Y. McBrayer, District Sanitarian, Division of
Health Services, I made a site evaluation on March 8, 1978, of the above
referenced lot located in Davie County, North Carolina. The purpose of this
site evaluation was to determine the suitability for a ground absorption waste
water disposal system.
At the above referenced lot, the following conditions were observed:
1. The depth to seasonal high water table varied from 1.5 feet to
2.5 feet across the back side of the lot and is at approximately
3 feet in the front portion.
2. The presence of a clay stratum below the topsoil that has a slow
permeability and, in addition, has a high shrink swell potential.
3. Depth to rock, or saprolite, varied from approximately 2-3 feet across
the site and, in some places, would probably be higher.
In addition to the above soil limitations, the site is further limited
due to the presence of a deep gully which cuts across the lot, the presence of
a draw which had standing water on the date of the site visit, and some gullies
and depressional areas.
Based on the above soil/site limitations, this site is properly classi-
fied as unsuitable for a conventional septic tank system and, therefore, in
accordance with the Ground Absorption Sewage Disposal Act of 1973 and Rules
Governing Sewage Disposal Systems in North Carolina, a permit for installing
a septic tank system should be denied for Lot. No. 34, Bermuda Run Subdivision,
as it presently exists.
If we may be of further assistance, please contact us at your convenience.
cc: Mr. D. Y. McBrayer
Sincerely,
Ste a J. Steinbeck
Soil Specialist
STATE OF NORTH CAROLINA �'SEPTIC TANK AGREEMENT
COUNTY OF DAVIE
S & N, A North Carolina
The "undersigned, General Partnership owner of property located
{ at Lot # 33 & 34, Sect. 1, BRG&CC ("the site") and described in instrument
recorded in Book 4 at page 79 , Davie Public Registry, hereby acknowledges that he
i applied to the Department of Health, Davie County for a permit to install a septic
tank sewage disposal system on the site; the Department evaluated the site for suita-
bility for such a system in accord with the regulations promulgated by the North Car-
olina Commission for Health Services as 10 NCAC 10A .1900 et seq; that the Depart-
ment classified the site as and an appropriate permit was
issued by the Department.
The undersigned further acknowledges that the proper design, construction and
maintonunco of .such :optic tank system :is his rosronsibi,lit:y and that neither the Do-
ptirt.niont nor 1t; officials, employocjs, or agent! warrant or gunranteu that the sni.d
system installed pursuant to the permit issued by the Department will function in a
satisfactory manner for any given period of time, or that the Department, its offic-
_ials, employees or agents assume any liability for damages, consequential or direct,
which are caused, or which may be caused, by a malfunction of such system.
This document shall be placed on the public records of the REgister of Deeds of
Davie County and indexed therein under the Grantor Index in the names or names of the
undersigned, and the foregoing acknowledgements shall henceforth be binding on all
persons claiming any right, title or interest in the site.
And the undersigned further agrees for himself, his heirs and assigns, that he
shall idemnify and hold harmless the Department and its successors, as well as Davie
County, for any damages or other claims of any person or persons whatsoever arising
out of the installation, operation, or failure, of said septic tank system.
And the undersigned further agrees for his heirs and assigns that, in.the event:.
any septic tank system installed under authority of the aforesaid permit fails to per-
form adequately,'in any respect, he will take whatever measures are required to corr-
ect same; or if such is impossible, he will discontinue use of said system immediately
Use of the singular' masculine pronoun forms herein shall be, deemed to also in-
clude the plural and feminine forms as the context may/,A
This 5th 'day of November 19 79.
S. eral $,pership
a�l1l
Bat ./
STATE OF NORTH CAROLINA Generai Part-ner
COUNTY OF DAVIE
I d �,� ti �` G -`L L �`• a Notary PubLj,5;,,, for said County and State, do
hereby certify tha,6x�� G,h�s-e '''pexsa:141y appeared before me this
date and acknowledged the due-execution of �' r,agoin'ci t ument.
WITNESS my hand and notarial seal, th''(S-"�
? dye of ��"2Cc-u c �s.� , 19
{ f
M A
Nota: b
cFJf t)COhfti!!*0on 'xpires �H 7 y �/
STATE OF NORTH CAROLINA 2 —�--.
COUNTY OF DAVIEo��,T�, cnt�o�
a Notary Pfor said County and State, do
hereby certify that personally came before me this d,ay and
acknowledged that he is of and that by
authority; duly given and as the act and deed of said corporation, the foregoing in -
strument was signed in its name by its , sealed with its corpo-
rate seal and attested by as its
PITTNESS my hand and not-r.i al .-ca th- s may of i
Notary Public
My Commission Expires
NORTH CAROLINA, DAVIE COUNTY
The foregoing; certificates) of
Notary Public(s) of County is
(are) certified to be correct. This instrument was presented for registration this
day of 19 , at A.M., P.M. and duly recorded in the office
of the Register of Deeds of DAVIE COUNTY, North Carolina in Book Page
This the day of A.D. 19
BY:
J.K. Smith; REGISTER OF DEEDS ASSISTANT, DEPUTY REGISTER OF DEEDS
JAMES S. HUNT. JR.
60Y[RNOR
SARAH T. MORROW. M.D.. M.P.H.
•ECRFTARY
r�
STATE OF NORTH CAROLINA
DEPARTMENT OF HUMAN RESOURCES Ronald H. Levine, M.D., M.P.H.
Division of Health Services Acting Director
P. O. Box 2091 Raleigh 27602
December 6, 1978
Mr. "ill Satterfield
Bermuda Run Golf and Country Club
Post Office Box 526
Clemmons, North Carolina 27012
RE: Site Evaluation of Lots 33
and 34, Bermuda Run, Advance,
Davie County, N. C.
Dear Mr. Satterfield:
At the request of Mr. Joseph Mando, Sanitarian, Davie County
Health Department, I made a reevaluation of the above referenced lots
on November 8, 1978. The purpose of this reevaluation was to deter-
mine the suitability for a ground absorption wastewater disposal system
if lots 33 and 34 were combined.
Each of these lots has previously been individually evaluated and
has been classified unsuitable for the installation of a properly
functioning ground absorption system by both the Davie County Health
Department and the Division of Health Services as described in previous
communications. Basically, the site limitations for the installation
of a ground absorption wastewater disposal system observed on -both
lots is the presence of a seasonally high or perched water table that
varies in depth from near the surface towards the'back or lower por-
tion of these lots to approximately three feet in the most upland
portion of lot No. 34 and the presence of a clay stratum beneath the
topsoil that is slowly permeable and has a moderate to high shrink -
swell potential.
Assuming lots 33 and 34 are combined under single ownership, it
may be possible to install an innovative system on the upland portion
of lot No. 34 adjacent to lot No. 35 and the road which runs along
the front of these lots. The best practical alternative for lots 33
and 34 appears to be the shallow, low-pressure pipe system in which
the effluent from the septic tank is pumped under a low-pressure (2-3 PSI)
(OVER)
Page 2
Mr. Bill Satterfield (Cont.) December 6, 1978
into an injection network of small diameter perforated pipes placed
at shallow depths. This system utilizes the upper 12 — 18 inches of
soil for effluent treatment and disposal. Also, some surface and/or
subsurface drainage may be required. Presently, this system is under
field demonstration and the N. C. Division of Health Services is
cooperating with N. C. State University by ,selectively locating these
systems in several counties across the state.
I have contacted Dr. B. L. Carlile, Soil Scientist, N. C. State
University, and he has agreed to visit this site on January 19, 1978.
I shall contact the Davie County Health Department when our schedule
is more firm regarding our anticipated time on site.
If I can be of further assistance, please advise.
Since ely,
Steve J Steinbeck
Soil Specialist
cc: /Mr. Joseph Mando
Mr. D. Y. McBrayer
Dr. B. L. Carlile
Mrs. Emma Graham
*_�.r , �t��ir L�1111tttr Brrllth P- rpartment,
-111b 3.411111r ciraltlr Agcllcu
P. O. BOX 57
lorizsizille, lurth (Carolina 27028
OFFICE OF THE DIRECTOR
May 4, 1978
Mr. Buddy Norwood
Bermuda Run
Advance, N.C. 27006
Re: ,Soil Site Evaluation Lot #33, Bermuda Run
Dear Mr. Norwood:
At your request, on April 27, 1978, our office along with
Mr. Steve Steinbeck, State Soil Scientist and Mr. D.Y. McBrayer,
District Sanitarian, conducted a site'evaluation for the purpose of
installing a conventional ground absorption sewagedisposal system
on the above mentioned lot.
An investigation of the lot revealed'the following:
1. Unsuitable soil structure and texture. The presence of clay
strata below the topsoil with slow to non existant permeability and.
obvious skrink swell clay minerology.
2. Perched water table indicated by presence of soil mottling
in very shallow areas indicating water saturation from below.
3. Insufficient soil depth. Depth to rock, or saprolite, varied
from approximately 2 to 3 feet across the site and in some instances
would be even more shallow.
In*addition to the above soil limitations, this site is further
limited due to the presence of a deep gully which cuts across part of the
site, in addition to other gullies and depressed areas.
Based on the above soil site limitations, this site is classified
as unsuitable for a conventional ground absorption sewage disposal
system and therefore in accordance with Ground Absorption Sewage
Disposal Act of 1973, and Rules Governing Sewage Disposal Systems in
North Carolina, and the Davie County Sewage Disposal Rules, a permit
for installing a conventional septic tank system must be denied for
Lot #33, Bermuda Run, as it presently exists.
TELEPHONE
704/ 634-5985.
Page 2
Since site evaluation has found the lot unsuitable, -a possible
alternative would be application for a sand filter system. To do so
contact Mr. M. Steve Mauney, Environmental Engineer of the North Carolina
Department of Natural Resources and Community Development, 8003 Silas
Creek Parkway, Winston-Salem, N.C. 27106. (Telephone: 919-761-2351)
If our office can further -Assist you in any way, please contact
us at your convenience.
Sincerely,
Joe Mando, Sanitarian III
Davie County Health Department
' JM/gh
cc: Mr. Steve Steinbeck, Soil Scientist
P.O. Box 2091
Raleigh, N.C. 27602
cc: Mr. D.Y. McBrayer, District Sanitarian
720 Coliseum Drive
Winston-Salem, N.C. 27106
4
Mr. Billy R. Satterfield, President
Bermuda Run, LTD
Box 526
Clemmons, NC 27012
Dear Mr, Satterfield:
RECEIVED
DAVIE CO. HEALTH DEPT.
rM 4 1978
DIVISION OF ENVIRONMENTAL IANAGEMENT
July 24, 1978
SUBJECT: Notice of Disapproval Discharge
Permit Application to Serve
Lot #33
Bermuda Run, Davie County
In accordance with your application for a permit to discharge treated
wastewater to the surface waters of North Carolina, the staff, after review
and consideration, has determined that the wastewater disposal system as
proposed will not maintain water quality standards in the receiving .Vream.
..Under the provisions of N.C. General Statutes 143-215.1, and in accor-
dance with regulations of the Environmental Management Commission contained
in Title 15 North Carolina Administrative 'Code, (NCAC) 2H .0100 (Wastewater
Discharges to the Surface Waters), I have decided not to approve your appli-
cation for a permit to discharge treated wastewater to the surface waters of
the State from Lot #33, Bermuda Run, Davie County. Uponcompleting a thorough
review, it has been determined that none of the subsurface disposal and treat-
ment methods noir being utilized will provide sufficient treatment prior to
discharging into the Yadkin River Tributary and Brill not maintain the water
quality standards in surface waters classified,"A-II" during low flow condi-
tions. In view of the fact that conventional subsurface disposal methods
would not be suitable on this lot, you are encouraged to contact the local
sanitarian to determine if any of the alternate systems under consideration
by the Division of Health Services would be appropriate to solve your problem.
In that part of the Bermuda Run development is presently served by a central
collection and treatment system, extension of that system to serve new areas
is also an alternative that could be considered.
In accordance with Title 15 NCAC 2H .0111b, you have the right to an
adjudicatory hearing before a designated hearing officer upon making a request
for a hearing in writing. When writing, please identify the specific issues
to be contested and submit your written request to my office within thirty
(30) days following receipt of this notice.
r
Mr. Billy R. Satterfield, President
page 2
July 24, 1978
If I, or members of my staff can be of further assistance in these matters,
do not hesitate to contact me.
Sincerely,
&4 icd by
A. r. UCRORIE
A. F. McRorie
Director
cc: Davie County Health Dept. P""
Winston-Salem Regional Office
R. A. Carter
AGRICULTURAL EXTENSION SERVICE
NORTH CAROLINA STATE UNIVERSITY
AGRICULTURE EXTENSION SERVICE
SOILS SPECIALIST
Box 5907
RALEIGH, N. C. 27607
Mr. Joe Mando
Davie County Health Department
P. 0. Box 57
Mocksville, N. C. 27028
Dear Mr. Mando:
AT RALEIGH
SCHOOL OF AGRICULTURE AND LIFE SCIENCES
May 24, 1979
Enclosed are the design specifications for a Low Pressure Distribution
System for Lanny Wadkins residence on lots 33 and 34 at Bermuda Run Country
Club. This is the system which we consider to have the best chance of
success on this marginal site. The design specifications are for either a
3 or 4 bedroom house depending on available space of usable soil. The
soil on the site where the system is to be placed (see sketch) was estimated
to have a loading capacity for septic tank effluent of approximately 0.25
gpd/ft.2. For the system as designed, a total area of 3,600 ft.2 would be
required for a three bedroom home or 4,800 ft.2 for a four bedroom home.
These area requirements assume that the soils within the area have not been
scraped or disturbed by machinery. If the area has been disturbed, then a
new evaluation of the site must be made before a system design could be
specified.
The soil absorption trenches as shown in the sketch should be placed
on the upper half of the high lot (lot 34, I believe) such that the system
does not extend down into the lower and wetter soils on the lot. The
laterals lines should be surveyed and layed out on the contour such that
each individual lateral trench is essentially level from one end to the
other. If schedules can be so arranged, we will be happy to offer some
assistance in the layout and installation of the system.
I am enclosing a brief description of design procedures for a LPP
system for your information. If you.have any questions or suggestions
concerning the system design, for this lot, don't hesitate to call.
Sincerely,,)
CC: Steve Steinbeck . �• vp� `�K
B. G. Norwood
Bob Uebler B. L. Carlile
Extension Soils Specialist
Enclosures
BLC:kk
COOPERATIVE EXTENSION WORK IN AGRICULTURE AND HOME ECONOMICS. NORTH CAROLINA STATE
UNIVERSITY AT RALEIGH, 100 COUNTIES AND U. S. DEPARTMENT OF AGRICULTURE COOPERATING