NCG550057_Other Agency Documents_19880511

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NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND
COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
Winston-Salem Regional Office
May 11 , 1988
MEMORANDUM
TO: Arthur Mouberry
Permits and Engineering
THROUGH: M. Steven Mauney
Water Quality Supervi or
FROM: James C. Watson J L�
Environmental Engineer
SUBJECT: NPDES Permit Application
NPDES Permit No. NC0030945
Mr. and Mrs . Frank S. Soper Residence
Request for Permit Renewal
Forsyth County
Attached please find a staff report and recommendations
pertaining to the above_mentioned project. This site was
inspected on April 26 , 1988, and found to be functioning
adequately. The only additions to the original staff report
and recommendation would be as follows :
1 . Wastewater Code: 04
SIC Code: 4952
If additional information is required, please advise.
Attachment
cc : Forsyth County Health Dept.
Central Files ✓
WSRO

NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURC
Tel2E
IVD
OFFICE OF WATER AND AIR RESOURCES N:ipt. NRCD
Water Quality Division
P. O. Box 27687 AP
1988
Raleigh, North Carolina 27611
Division ci
Environmental Manage
Winston-Salem m,Reg• Office
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Site Evaluation (Lot li
REPORT OF -------------- ------- • _ __ ___________ ___
Place visited _._.Char:Wi_n Development_,_ Shugart Enterprises Date March_17 lg 76
Address _Route 9,_Pox 32, Winston-Salem_, N. C. 27107River Basin Yadkin-Pee Dee
By Whom __''r.. I._ T:,_ Anderson, Fnv:Ton.r,eptal _Engineer Tech. Time Spent _ 2 hours
Persons Contacted _..Ur,_ Haro1d_She-11,-,-..Field_ Supetvi.s_Qr,_Shuzar-tEnterprises;_Mr.._ Don _Williams,
Sanilarian._FDrayth_County rODD n_t_ai-tis alth_Dep.a_ztment�
Reason for Visit _ _._Conduct site evaluation for two p_roposed _private dwelling. discharges to
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surface waters
Copies to: Mr. W. E. Long
Technical Services
Department of Human Resources
REPORT: The following Staff Report and Reeo;.inendations data pertain to the
site evaluations for private dwelling discharge permits for Lots ;r/ 14 and
15 of the Char-Win Develo,,apc_nt conth±eted on `.arch 15, 1976. The data
and information concerning one lot is exactly the same Ior both lots be-
cause they are side by side.
Sufficient copies will accc'::;pany each seperately drafted permit.
- T I - 1 NSi i i I \ OF PROPOSED WA T'..;TFR TREATMENT PLANT S i
i F
1. Diroctions to Site: From Winston-Salem, proceed east on Old- 621' •.f� ?�
(NCSR 2377) to Walkertown Road (NCSR 2385) . Turn left (north)
and pro.:ced approximately 0. 6 .-:I les. Turn left (w,•st) on Chs',, ,k-k0 _..
i.n Drive. Turn right (north) eeeend street i n Dri
Lots fi 15 and " 14 .:re last two lots can left. 1 :1i:I':i •:c 36°08'08
LONGITUDE 80°09'2S"
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NOTE: The roads in Char--Win Development have :••=:t i'�..il
incorporated into the State Highway System as '
.�NOb- 5.9�
yet, therefore, the NCSR number is missing.
2. The bearing and distance to the proposed point of etitieent/ Zia •p'i irge=1,• :
T1ie proposed i•f f 1 ucnr. discharge will be :i proxi:A.rk,`!y a::'L1 i cet y�
due of each proposed residence into Lower :ti 1 ItrA : `„' f
west
t � y fir,-:ck�" Y;'1,�44-,- .,.,
Py e Dee River Basin.
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3. Size: Sufficient space is available for the proposed systems
for each of the three (3) bedroom, two (2) bath residences.
4. Topography: Both sites are in a local alluvial position with
a current 2-6% slope. The sites have received fill dirt approxi-
mately 9-1.l months ago that ranges from 1-2. 5 feet in depth and
comprises the current A Horizon. The filled soil is Pacolet Clay
or Sandy Loam obtained from higher elevations. The B Horizon
(original level) , is mottled Pacolet Clay to Clay Loam which
appears to have a weak blocky subangular structure. The indi-
cated wi!ter capacity is medium with a low shrink-swell potential.
Holes bored during the evaluation indicates the seasonal water
table is greater than 3.5 feet. Rock was not encountered during
the test borings.
5. Location of Nearest Dwelling: This particular area of the Char-Win
IDevelopment is new, and as of yet, does not have any dwellings at
r� the .,resent time. When the two (2) proposed dwellings are con-
structed they will be next to one another and separated by approxi-
mately 140 feet because the lots are rather large in the area. The
next closest dwellings will be approximately 300 feet due east, in
the opposite direction of the discharge.
6. Receiving Stream: Lowery Mill Creek
Class A-II
Drainage Area: 2.5 sq. Mi. (Field Estimate)
Discharge: 1.0 cfs (Field Estimate)
k _ 7-10 Low Flow: 0.4 cfs (Field Estirate)
Yadkin-Fee Dee River Basin
I: NOTE: This water course discharges to upper Salem Lake,
Class A-tI , which is Winston-Salem's water reservoir. •
ANT L L - " . . _ .;iN OF �'?�)POSED 'i.I:r i ENT WORKS
11.t7 t a t. :n!:ty Enviro'nr.e.:tal 'alth D ii::rt:...-nt rt:t:'t_::.: .11i
a 900 l a i li`n capacity septic tank followed by a 270 sq. It. sub-
:. iirf.!cc• ..:Ill f i '. tt•r trench. it is additionally rec. ...... ad+_'d that
;Ii '.i . a . 1 i, it 1 ':i shrill ti :tot be incl'...i•.'d :!`t ;• :!'t of th•. i r t:at- •
. :it ..• _ Lo ! ht.: ::.:ti.:re or : Lc ::-.oil co;1(: t it. . .
t ill- U. '. •' ..l ! NI' i . ..\ ON
q- III • vi. i•til 1r•'('t•1 :iti it.`; [1..t::b lt:' -....it or sii, ly via Ow
: '•:1!1' .. S'. 1, .. /i ' h C. . io!lilty :t•.• f id oa::vd a or :t(_!i!, t.ii�'t .k -�it.T .
1' C(!1t:'.: . :tl i('a of t.`uad ..:ltt!t• 1>, not cvns .di red. (D`3 /--;
�. V` .1.a 'i:
'�~;'i IV - . :':ia::1.i -'N` )... i..: ' . . :'. 'I S Y\�'i. •t . '_r„f."'1 R, t,
I.
FI. 'ih typeof .:oil, top fill .tip we, °�'� � :r in: c urf.. ;:e'`J�s
E. - ).w

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- is not suitable for normal subsurface disposal systems. The
ma's allow leaching and the clay nature of the B
1. filled soil may permeability rating which
- horizon (original surface) has a low p
..� ,; �•
, would require a large nitrification system if used.
Y, original soil will facilitate
Y ,,wE- ;, 2, The lcw permeability rave of the orit,-
_ drainage of a properly constructed subsurface sand filter trench.
he
,..;; ... 3. Although the receiving waters are classified
idesla,noder3telygeneral
slope and conditions of the stream bedp
andeaeration factor.
tv:::?: rapid current r
;;":- � waters :::�d the ultimate
4. Due to the classification of the receiving
water reservoir,
r
detention of the receiving stream in
a disinfection unit must be included in the original construction
of the treatment system.
at the rate of 1.15
5. Considering a maximum dosing rate of 450 gpd
gal/sq. ft./day, a standard subsurface sand filter trench would
require 391 square feet of surface in order to provide adequate
treatment (6' x 65') .
B. RECOMMENDATIONS:
• 1. Each lot have a separate discharge permit.
2. Fach domestic wastewater treatment system consist of a
900 •cello _ dYacit.;y =-:ptic tank followed by a 391 sq::ar e
font tan< ar S JIcl: and filter trench followed by
d i sinfceCtien unit.
hin lif.0 days
3. F.(•co- n the disch .f. e be eli:Lia:!ted from the t �can �' • :r .ic nnl wasti.:wnter
cnll•trtirn
serves the ,. '.,ceivision.
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