GW97155/DEH95-85_Correspondence_19970910

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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
MEMORANDUM
A F!WA
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I D FE F1
DIVISION OF WATER QUALITY
GROUNDWATER SECTION
September 10, 1997
To: Bill Jeter, Chief
On -Site Wastewater Section
Through: Bob Cheek P,13f
From: David Goodrich
Subject: Seven Lakes Country Club
4,400 GPD Conventional Subsurface Disposal System
Redesign and Expansion of an Existing System
Moore County
DEH95-85/GW97155
(Ishwar Devkota: DEM SERG Review Engineer)
R E ek r J` E � V E`E- D
SEP 1 6 19V/
I
FAIIE-TTEVILLE
REG. OFFICE
'Ihe Groundwater Section is in receipt of the subject materials to permit the redesign and
expansion of an existing conventional subsurface disposal system at the Seven Lakes Country
Club in West End, North Carolina (see Figures 1 and 2). The wastewater will be generated by
the operation of a country club facility (restaurant), and the drainfield will be situated beneath
the fairway of the 18th hole (see Figure 2). The facility will be supplied with water by way of
a public water supply system, and it is Ahe understanding of the Groundwater Section that there
are no known water supply wells in the immediate vicinity of the site.
'fhe nearest known water supply well is reportedly a public water supply well which is
located approximately 1,500 feet to the west of the disposal system (see Figure 1). 'Ihe public
water supply well is reportedly 138 feet deep and has an estimated pumping rate of 11 gallons
per minute. The water supply well pumps at a relatively low rate and, according to the surface
topography expressed by the topographic map, is located in a different watershed than the
disposal system. 'fhe direction of shallow groundwater flow beneath the drainfield would be
expected to be towards the south and southeast (away from the water supply well). In view of
these conditions, the Groundwater Section does not think that the presence and operation of the
treatment system endangers the quality of the groundwater near the public water supply well.
Groundwater Section Voice 919[733-3221 FAX 919f715-0588 :
P.O. Box 29578, Raleigh, North Carolina 2-7626-0578 An Equal Opportunity/Affirmative Action Employer
2728 Capital Blvd., Raleigh, North Carolina 27604 50% recycled/ 10% post -consumer paper

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The plans for the system involve applying 4,400 gallons per day over an area of
a roxi li
pp Imately 28,775 square feet. This results in an app cation rat ' e of 0.153 gallons per day
per square foot. The drainfield distribution lines are going to be installed no closer than 25 feet
from the eastern boundary of the property. In a system of this type, the property boundary
represents the Compliance Boundary. 'Me soil scientist's report for the soils underlying the
drainfield recommended a maximum long term application rate of 0. 3 gallons per day per square
foot. Direct observation of the soil at depth has reportedly indicated that there is no indication
of a seasonal high water table within ten feet of the ground surface. 7he hydraulic impact of the
system on the underlying groundwater table was predicted by the Groundwater Section by using
a numerical model specifically designed for that purpose (CSUPAWE). The results of the
modeling indicated a mounding of less than ten feet after - 2 years of continuous (year-round)
application. Considering that -most of the activity (and resulting wastewater flow) at the country
club will probably take place during thewarmer months of the year and that the seasonal high
water table is reportedly more than ten feet beneath the surface, the Groundwater Section feels
that groundwater mounding will notte a concern.
The Groundwater Section has reviewed the subject pen -nit application, and recommends issuance
of the permit with the following conditions:
1. Any groundwater quality monitoring, as deemed necessary by the Division, shall be provided.
2. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is for the
disposal system individually permitted after December 31, 1983 is establishedat either (1) 250
feet from the waste disposal area, or (2) 50 feet within the property boundary, whichever is
closest to the waste disposal area. In a subsurface disposal system of this nature, the
Compliance Boundary is established at the property boundary. An exceedance of.
Groundwater Quality Standards at or beyond the Compliance Boundary is subject to immediate
remediation action in addition to the penalty provisions applicable under General Statute 143-
215.6A(a) (1).
In accordance with 15A NCAC,2L, a REVIEW BOUNDARY is established around the
disposal systems midway between the Compliance Boundary and the perimeter of the waste
disposal area. Any exceedance of standards at. the Review Boundary shall require remediation
action on the part of the permittee.
If there are any questions please let me know.
cc: Art Barnhardt
.Permit Files
--SEVENLAKE--
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FIGURE 1
X SEVEN LAKES COUNT'
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4,400 GPD CONVENTIONAL SUBSURFACE
S,CALE IN FEET DISPOSAL SYSTEM
2,000 4,000 MOORE'COUNTY
o"
DEH
155
SITE LOCATION MAP

EXIST SEPTIC TANK SEE a,
ABANDONMENT NO.-rE-,. SOIL TEST 3 . ITE BY M . OORE C
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THIS SHEET t 5
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'IB'36O
4. INbIALl
5. PRIOR
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LESS THAN ONE ACREIS SHOWN TO BEDISTURBED. HOWEVER
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TO BE DISTURBED. BECAUSE OF CHANGES IN THE PROJECT.
6. ALL EX
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7. COM
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FIGURE 2
SEVEN LAKES COUNTRY CLUB
4,400 GPD CONVENTIONAL SUBSURFACE
DISPOSAL SYSTEM
MOORE COUNTY
DEH95-85/GW97155
SITE DETAIL MAP

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North Carolina Department of Environment,
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GROUNDWATER SECTION GW# 97.155 -
DIVISION OF WATER QUALITY DEH #L9 5 - 8 _5
RECORD 0F WASTE DISPOSAL PERMIT APPLICATION REVIEW
.REVIEW BY Beth Madis DATE 9/s/97 F.IELD,.INVESTIGAT.ION?(y/N). 9/4/97
FACILITY NAME Seven Lakes Country.Cliib COUNTY Moore
LOCATION Beneath the 18th fairway; SW -of int. of SRs 12�9 & 1239: N of West End, - 14C 1
DISPOSAL SYSTEM (LAGOON,ETC.) Conventional septic sybtem 'with pressure manifolds'an
ziphons.. DESIGN CAP. (GPD) -5-000
,DESCRIPTION OF -FACILITY country Club; the system is for domestic sewacre trom the crolf
-course's club house.
SIZE OF IMPOUNDMENT (FT SQ.) WOR SIZE OF APPLICATION AREA -3200 scr.. total.
WASTE SOURCE: MUN, SLUDGE MUN. W.WATER PRIMARY SECONDARY TERTIARY
x 'IND;'-.SLUDGE 'IND. WELL WATER jc OTHERS' domestic sewacre
-DISTANCE FROM WASTE SOURCE TO NEAREST: STREAM -i�oo FT., WELL` _'1500 FT.
'FOR WELL: TYPE OF USE public watet suipply DEPTH 1381 PUMP RATE -(EST.-) ii cmm
WHAT DESIGN CONDITIONS WILL KE_DU�E/INCREASE CHANCE OF-GW CONTAMINATION: Water will
�WHAT NATURAL SITE -CONDITIONS WILL REDUCE/INCREASE CHANCE OF OW CONTAMINATION: None,
rDEPTH TO: BEDROCK _=_1_00FT., SEASONAL HIGH.W.T. -4 FT.',ANNUALW.T. FLUX unk. FT.
FsURFICIAL AQUIFER BEDROCK/ARTESIAN.AQUIFER'
GEN. LITHOLOGY loamy sand: sandy loame
HYD. COND. Unk. FTJDAY 0 MEASURED FTJDAY 13 MEASURED..
0 ESTIMATED 0 ESTIMATED
THICKNESS >s FT.
�NO. OF MONITOR WELLS: PROPOSED: UP o DOWN 1 EXISTING: UP. o DOWN o
,FROM WORKSHEET: SITE NUMERICAL DESCRIPTION '1.5 -2, 7 0 6 -A b w
T 2 3 4 5 6 6A 613
�SITE GRADE (HYDROGEOL) SITUATION GRADE
01, TDS. C1, NO.9
PROPOSED SAMPLING'SCHEDULE & PARAMETER(S):- fecal colif6rmAeach- tri-mebter.
.HAVE THERESEEN ANY EXCEEDENCES OF THE. GROUNDWATER -STANDARDS? YES - N/A NO.
�HAS ANY ENFORCEMENT ACTION BEEN TAKEN? YES N/A NO DATE OF ACTIOW N/A
-BRIEF SUMMARY OF ENFORCEMENT ACTION TAKEN: N/A
REMARKS/RECOMMENDATIONS (ContinUe -on..Reverse, if necessary): FRO recommends approval of
their ipermit. -However, due to the T)resence of watersupply-wells withn 15001 of the
-proposed waste atea, there is the potential that the -contaminants frpm the wastearea
could be influenced by the pumping of'tho�e wells, For this, reason, we are askincr
that -a monitor well be iri�talled'at a boint,between-the waste area and the suT)r)lv
wells. in the general location as ix�di.Cated on the attached map. Additionally, note
that the waste'a-OT)lication area is onl�4 25 feet from the property boundary. This
ds allowed with, the on -site w'astewa�er rules, but doe�; not conf orm to our 2L
-con)lian6e and review b undari"es -and property set -backs. It i� almost dettain that

Record of Waste Disposal
September 5, 1997
'Page 2
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HYD. GIOOAL SUPERVISOR_,
GW-,148 Revised 07/96 by FRO
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- - — - -- I GREENSBORO
BURLINGTON
The Community of Seven Lakes
Moore County, North Carolina
1986
S-le/ F-,

09/05/1997 11:25 9109475970
ENVIROHMENTAL HEALTH
PAGE 01'
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CONFIDENTIALITY STATEMENT: The documents accompanying mrs telecopy
((anmissfon may contain confidenlial informatiorl t?elonging
n(
the sender if you are not (tie intended recipient orayL
responsible for delivering this document to the intende(i
recipient. you are hereby requested to immedialeiy noti(Y u
lhat we may arrange for (he (elu(n ot the documents ' you 1)
received Any disclosure. copying, distribution 0( WkI - ng of -
action in COnneCtron vvith the documents Iransrvitted IS stn(
orohlbitecJ

.09/051/1997 11:25 9109475970 ENVIRONMENTAL HEALTH PAGE 02
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DIVISION OF WATER QUALITY
GROUNDWATER SECTION Ito-
18 01. 7 --D C,
A7
M E M 0 R A N D U M
+b Ja)
TO Alz _34 Aftt'
4b
77�
Regional Officei��,,�-
&W
FROM: ..DAve- C-6WAIC
SUBJECT:. App. for Permit'Renewal
Permit Amendment
mY.,,
J0 r
New -Permit fAP
L-001"Repair/Alteration' 6f'Exist. D . isposal S�fstem r.,IjlkH
4L'4of
Facility. Name,:
County; 46�0�f_ 0AV
Type of Project.:- -f"X&,XF6C40- Ca *A, 146�A x &L
A_
APPLICABLE PERMIT. NO.. s: WQ GW—T 7ISi!K_
bm AW A -to C
EPA (CONST. dRANTS) UIC
The Groundwater Section has received ONLY ONE (LI.copy of the
e
referenced permit application. A. copy of the application "should h elij
Quality Supervisor, so please us c,�,
been'sent to your Regional Water*
that copy for your review - IF A COPY HAS NOT, BEEN RECEIVED IN. THE
REGIONAL OFFICE-, PLEASE LET ME KNOW.
The Groundw6terSection received two (2) copies of the kefer.enced*
permit application. one/.,C,Dpy of the application documents we
received is-attitched.
The Groundwater SecticYn has received a subsurface disposal project
from the Div,..Env. He . alth's On7Site Wastewater Section. A copy of
the application has been forwarded -to-DEH's Regional Soil,
Specialist, 5,�Jff g=^4L� Please- coordinate your review with
that Soil Specialist.,.
Please review,the application :materials for completeness.i If you feel
additional,information is necessary.- please let me know no 'later. than
copy, of any formal request for additional information
will'begforwarded to you.
If you do not need any additional.'iniormation to cpmplet6�your review,
please provide your final, comments by..' &
,,2J,,9R1,JF7 . if you request and/or
receive additional informations, your findl comments, are due no later than
14 days, -aft* ri you,,receiva the additional informationa"
\TRANS.SHL (rev. 6/24/-97)

DIVISION OF
-WATER QUALITY
GROUNDWATER SECTION,
9 7
M E M-0 R & N D U M
TO: Al�-t R�',aAwzvt q F"
PA�iffeudle Regional Of f ice
FROM: 4 V it awvAic
UTEVILLE
SUBJECT:' App. for Permit -Renewal E E
REEG. OFFICE
Permit Amendment
New Permit
.:Repair/Alteration'of Exist. Dis�osal System.FDEHI
Facility -Name: S(L V e- *V't 4 ke j' cot-�Itk_x'
County: 4060-101
Type of Project: X"Svi- FAcP Cey -e ZL�A _ry WS &L
APPLICABLE PERMIT NO. s:� WQ GW
DEH A to C
EPA (CONST.' GRANTS)
Uic-
The Groundwater,Section has received ONLY�ONE'(I) copy of -the
-referenced permit application. A c.bpy of. the application should have
been sent to your Regional Water Ouality Supervis.or, so please use
J
that copy.,for your revi .,ew IF A,COPY HAS. -NOT BEEN RECEIVED IN THE,�*
REGIONAL OFFICE�' PLEASE LET ME KNOW.
The Groundwater Section received two (2) 'copies of the referenced"
permit application., One, -co
,py of the application d6duments-we
received -is attached.
The Groundwater Sectidn'has- received a subsurface disposal project
from the Div. Env. Health's On -Site Wastewater Section. A copy of
the application -has been forwarded to DEH"s Regional Soil'
Speci . alist, "your review with
Please coordinate
that.Soil Specialist.
Please review the application materials for. completeness. If. -You feel
additional inf ormatioh is necessary,, please let me know no later than
A copy of any formal request -for additional inf ormation,
wil*l beforwarded,to You.
If you.do not need any additional, information to complete'youi review,
please,provide 'our final comments by V7 you requist and/or
y - - . e
receive,- additional inf ormation,, your findl camments,,ate, due no'.later than'
�4 days after, you receive the additional. i n-formation.
N�TRANS.SHL (rev. 6/24/97)

State 'of- North Carolina,.
_[Departmeint,of EnVironment,
Health and, Natural Re'86urces
Division of Envlron�nehtal Health -
James B.�.'Hu'
nt, Jr., Governor
Wayne McDevitt Secretary
Linda C. Sewafl, Diredtbr,
August.11, 1997---.
mEmbRANDUM
Bob Ched�- Supervisor
P6rmits.� and Cbmpliance.Unit zz
Groundwater Section
Division of Environmeft* Management.
FkOM:� Bill Jeter, Chief
On Site-Wastewa Section
'Division of Environmental Health
Re iew of Plans, Specifications, -and Substantiating Data Received
SUBJECTS 'Ground Wafer Section v
for: SevenoLakes'C,ountry'Chib 'Yest End, NC
-Moore �C&inty, Project No. 95-85
Type of Facility: Country Club Expansion
t M w
Type of System: Conventional sys'd' , ithorossitio"manifold�'�-'.slphoris
Design Flow: 15 gpd/mernber Anticipated 5 00 member)
Attached you will find,copie's of lans, 6cifications, and supporting mil formation -for the on -site wastewater
P p
-.,§yst6rrito�ervethe.aboveteferen'cedfadility. Please reView this -project for predicted' compliance with state
dwater r , egulafions, including projected i acts, on the relationship of the'shallow watertable aquifer
groun. mp
to the ground surface inthe'vicinity of 'the proposed drainfields, in accoTdance, with our Memorandum- of
Agreement.
T�his project has been' assigned to Ishwdi-Devkota, Environmental Engineer for reviewa''nd-*to whom all future
project -related correspondence should 5—a-Tdi—es—sed', andwho. may also be.reached by phone [phone]), E-,
c orb' fax715"3227.
y
'is area is Sco Greene, Iodated at Winston Salem, hone number
OurRegional Soil Specialist servingth .4
p
(910)-43,1-6736- who has also been provided a copy I
of the attached, materials -and has been asked'to the
any f I
extent practical to coordinate teld,investigations deemed appropriate with the R6giona Groundwater
Hydrologist'...
Pi6ase conduct your, review as- soon as practical,'and ifwe -'ca n- provide any additional information, please.,!
Your assistance is greatly appr ciated
.don't hesitate to'contact �s. e
cc: Proj6ctFile
M MA
On -Site Wastewater Section FAX'919-715-3221'.
P.O. Box 29594, Ral6lglh, NC'2762670594"., An Equal Opportunity Affirmatly& Action Employer
fec 6s
Voice 91.9-733-2895 ycled/10%p t-consumerpaper

R. WirUmar.n. M.P.H.
Department of Health
County of Moore
705 Pinehurst Avenue - P. 0. Box 279
Cartha_ae. North Carolina 2832 7
r
May 14,1997
Mr. James Bivens, P.E. (Assoc)
Marziano,& NEnier, P.A.
Consulting Engineers
Post Office Drawer 4428
147A Dublin Square Road
Asheboro, NC 27204-4428
Dear Mr. Bivens:
RE C F-::-!/ E D
MAY 5�,O 19971
SECTION-11'
1'910� 947-333bo
(9 i IDII 94-7- 16 563
Re: Local Health De ' partment Soil/Site Evaluation Report, Proposed Expansion of Seven
Lakes CountryClub Wastewater Treatment and Disposal Systen-4 West End, NC
On March 4, 1907 a visit was made to the Seven Lakes C . ountry Club to evaluate soil and site
conditions relating to a proposed expansion and relocation of the existing on -site wastewater
treatment and disposal system. Redesign and expansion of the existing -system is proposed to
serve renovation and expansion of existing dining and clubhouse facilities. The pro,posed
maximum daily design wastewater flow rate is proposed 4400 gallons per day. A-plibIio-water
supply,
_S�ft __ - - � . Nfike Eaker, of
, ti=ast�W,�oil and Environmental Associates, Inc., and Nfr. -Scott Greene, Regional Soils
S' acialist, were present dur,
P .:ng the investigation.
General Site Characterization
The location of the facility and the prbposed location of the wastewater system is situated on
dissected uplands of the sand -I A aredof Moore County which creates the interstrearn divide
between the headwaters of the drainage basin for the Little.1-1diver and IvIclendonls C . reek. T11-it-TE:
a�e nqp renrdgg,
�t� �4
located within 100 feet of the- proposed.-s.,y4ste�nlcica�'tion. Groundwater
aquifers utilized fo re2_srt-_qt, d Pnfl�
-water, Dr)he' -in.. h_"
Y;, Y _�su s t e.a
The site is located. on located upon sedimentary material which were deposited from' the
Cretaceous time periodto recent And consist of variegated lenses and beds of alternating sand, silt
and clay materials deposited in a nearshore or inland marine'enviromnent. These materials
unconformably overlie. the inland marine sedimeM�
aIs&of.tje T, assic Basin at pt4s of
appro mately 100 to 18 ee ri ssic material extends to depths of up to 5000 feet. Soil water
movement in t _e a' e'a a ­1 e he water table, is generally down gradient in the same direction as
surface topographical ex ression. The elevation of the groundwat r table in the area also be s a
11 ; p e ar
general" correlation with surface elevation, although groundwater hydrology on the micro scale
may be fairly complex as a result of differences in the permeability and extent of the various
sedimentary structures encountered in the subsurface.
I
Appoiiinnerits WIC
94 -21 -1� 5.-�

Page Two.
James Bivens
May 14,1997
Background
The site proposed for installation of the initial and repair area for the nitrification field are
designated in the fairway of 18th hole of the Seven Lakes Country Club Golf Course with
additional repair area designated on property located adjacent to -this area. A site investigation
was p * erformed by South ' eastern Soil and Environmental Associdtes, Inc. in May of 1996. The
basis of this evaluation was characterization of a limited number of soil profiles which with the aid
Cf a hand auger. Hydraulic conductivity measurements iyel—_ made at selected boring lr�cdtions to
lb-fig,te-f-m—soil -acceptance rate-
16i'ff ffi�e1i�lger
en s encountered in f6c�6­n
ed s.oil.,conditions under proposed
-si visit with MF. ti!F6' &his associate,
I1v1r--D7WTy—ne Grahain,'i was agreed that the area would require ffirther evaluation and
confirmation prior to final approval.
Investigation ,
A series of Pits were excavated at intervals across the proposed site. Soil and site'conditions at
each pit location were evaluated and their location documented. The number of pits were
minimized in order to prevent any unnecessary disturbance to the golf course, although it is felt
that the number of excavations was sufficient based upon the configuration of the proposed 'Site in
reference to landscape position.
It was apparent that the number of auger borings used for the previous investigations were
Msufficient to adequately characterize thearea located on" the I Sth fair -way. S oil textural
conditions were identified in pits located in areas not previously examined which do not support
the long term soil application rate previously proposed. indicators of soil wetheiss'condilions were
encountered at depths over much of the site which would preclude installation of nitrification lines
at depths previously specified. In addition, standing water was encountered in some pits at depth.
It is surmised that lateral water movement on the site is influenced through a combination of the
slope of the topography, wide variations in permeability between soil horizons, and seasonal peaks
in water introduced onto the site. Part of the --Frr i,op A,,a +, +ba
The designated repair area adjacent to the 18th fair -way was evaluated by the use of auger borings.
It was concluded, based on the soil conditions encountered, that pits were not necessary in this
area. This area was considered to be consistent with conditions described by Southeastern Soil &
Environmental, Associates, Inc..

Page Three
James Bivens
May 14, 1997
Conclusion
Based upon the soil and site conditions observed and documented it has been determined that the
site is not suitable for installation'.0fan on -site wastewatert'reatment and disposal system as
proposed in plans submitted by Marziano & Mnier, P.A. dated December 1996. All present
during this investigation were in agreement with this statement.
Recommendations
In order to meet regulatory requirements it is suggbsted that'plans and specifications be revised
to comply with the following criteria:.
1. The maximum long term soil application rate for the
d -for use -in the 1.8th
2. The maximum depth of nitrification lines trench bottom in the area proposed for use in the
18th fairway should be no greater than twenty-five (25) inches below existing
grade.
3. The area indicated on the attached site plan should be removed from consideration unless
a proposal for an alternative system is utilized.
I -would like to express my appreciation to Mr. Oz Hamzah,and Seven Lakes Count � Club for
ry
their assistance in this investigation. I -would also like' to' acknowledge the professional manner in
which Nfi-.'Mke Eaker. of Southeastern Soil and Environmental, Associates, Inc'. hasperformed in
relation to this proj*ect.
if there are any questions or.if 1 may be of further servi p'
ce leAse let meknow.
Si�erely,
-alvilualuff-mai neann bection
cc: W Scott Green
Mr. Mike Eaker
Mr. Steven Berkowitz
CNIF -

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Soil �urvey
Moore County, North Carolina
-yellowish red mottles. The l6wet'peirt i8,81 �owly
permeable". very firm, reddish yeliow ':s-andy clay loam -
that hds ottl T
ye l6wish red III es. he' underlyingmatbrial
extends to, a-� he'
Oth of 80'inches'T ' upper part is
mottled vo �y pale brown�,and. reddishSdI low sandy loam,
and.,thb.46we'r part, is very pale brown, fine,sand..
Included"with, thi - s - s , od'in mao.ping'4re small.areas of
Ail.ey,'.B&�- and-'Qilbad.'soils. Ailey,§oil§ are in t he-'
-higher are' ey have y
as. Th' a thicker' sq'i-face la dr,.than
Ahat'of the Vaucluse soh. The,
',,poorly, drained Bibb -:soils'.
8re,along,&ainageways,,,The moderately �drain6d
well.
s
G i lead "soil'-, are at the'head of -drainageways-, on -Joe:
slopes, bndf alo'ng"d'rain6geways.,,Also,included are . wet
k I -
sout, wh;cl.,,are identified by.�a special syrnbol7on,,the
J.
soil, maps., included soi.ls make up abo -t 1'5 percent of
this,map.unit,
Permeability ist,slow ih.,the Vaucluse soil. Available,
water. capacity. is low, Runoff is medium. Reaction, i's
very strongly ac . I
d_ or strongl y�acid in the surface layer
.
.,�and.s66surface laye'r,,-except where.limed, an I d
extremely -acid to strohgly acid i'n th e-'suibsoil and
A
underlying.ma eria.,
Most -of the acreage' of this'soil is Used as' woodland.
The rest Js.�used for h�y..pasturO, or cropland,
The crops. commonly -grown on this s6il are corn', ­
tobacco, small *grain: and soybeans.'The hazard of
erosion runoff, :and,,the slope- are' the"majoir
management c6nc.br'ns� Conservation �cropping,sys'
tems, -
crop residue management, - terraces, grassed
wAterways,'Jield -borders,; and dive'rsio �help
to ccFntroI
runoff �ard.erosion. Berm. clagrass hybrids are the
primary,gpedies'grown�fo( hay and 'pasture. Past 1� f
u e
. . ' � 'i. - I ' -
.
management- ncludes measures that- maintain the'''
protective plant cover- -which hbIp'tb"c­ontrol.r'unoff and
-rcent'slopes, are subject to'wirdth row during C
erosion. Proper stocking rates, - r I otatibn grazing- . an I d.'
stricted -use durli­�g Vvretperldds hblp'to�k'ep th"
e
pasture in good 'condition..
The'. dominant trees are loblolly, pine, 16ng'ieaf pine,,,
.dicator sppcies,.the woodland -ordin�tion
�white -oak', 'and south 0 rn,'red'oak. The: un'd el'rstory
includbs,flbWeeing dogw ood,.sourwood,
greenbrier" d
an,
cOmm0h,pbrsimmon. No major limitations: affect timber
E
f
-ius6.lo�iny,pand,,8fto,tl,5,per,.cent
production; b , ut'periodS of high wind§ "suit
re in a-.,.
windthr6W hcq'.ard'
z
r
strongly sio i
p,ng,.wbll drained soil is on
iroughoul the Coastal Plain. Individual
The slow permea'biliiy' and the slope,are'th L e III , aj or
,
'
row and irreg'qlar "in shape and range,from
limitations affecting septic tank absoe I p
tion fields- and
dWellih g�-with.'or Without basements.
V
0 acres III Size.
-he surface layer is brown- -lo'
amy: sand 7
Careful site_
selection; design,. and in'stallati , -d
on re necessar y to,
The'subsurface layer i&yell owish brown
I
inches
ensure -that the, absor . p'ti.o.,n areas are.large enou h..
Cutting and fillin .9
g or conforming the dwellingsto
thick.'The subsoil ext ends to, a
the
iches. The, upper, part is mod prate.1y
surro.undi,hg landscape' ps:
hel, to overcome the'slope..
V
,
-M, strong brown sandy,clay lbarn that:has
The slope is a,limitatibn;bn.sites forl c­ I roads an
p a d
'a'
streets,. it, c n be ovqrcor�,e.by. cutting and, fi Ili ng.
ii
'_
ope:
The slop i's a limitatibh affecting 'recreational -
C

Moore County, North Carolina
drained Ailey, Fuquay, and Vaucluse soils are in the
slightly higher positions on the landscape and are less
clayey than the Gilead soil. The poorly drained Bibb
soils are along drainageways. Also included are wet
spots, which are identified by a special symbol on the
soil maps. Included soils make up about 10 percent of
this map unit.
P ermeability is slow in the Gilead soil. Available
water capacity is moderate. The shrink -swell potential is
low. Runoff is medium. Reaction is very strongly acid or
strongly acid, except where the surface layer has been
limed. The seasonal high water table is 1.5 to 2.5 feet
below the surface during wet periods.
Most cf the acreaae of this soil is used as woodland.
The rest is used as cropland or pasture.
The crops commonly grown on this soil are corn..
soybeans, tobacco, and small grain. The hazard ot
erosion.is the major management concern. Minimum
tillage, crop residue management, grassed waterways,
and,terraces and diversions help to control runoff and
erosion. Bermudagrass hybrids are the primary species
grown for hay and pasture. Pasture management
includes measures that maintain the protective plant
cover, which help to control runoff and erosion.
Tne dominant trees are loblolly pine, lonaleaf pine,
blackgum. and sweetgum. The understory includes post
oak, blackjack oak, honeysuckle, flowering dogwood,
greenbrier, bluesterri, and panicum. No limitations affect
timber production.
The slow permeability and the wetriess are the major
limitations affecting septic tank absorption fields and
dwellings. These limitations increase the possibility of
failure of absorption areas. Installing a drainage system
around the foundations of dwellings helps to remove
excess water. Properly designing local roads and
streets helps to offset t ' he limited ability of this soil to
support. a load. Erosion is a hazard whe'
n ,he. surface is
bare.
The major limitations affecting recreational
development are the wetness and the slow permeability.
Erosion-con.trol measures and a drainage system are
needed in intensively used areas, such as playgrounds.
The land capability subclass is Ille. Based on loblo,lly
pine as the indicator species, the woodland ordination
symbol is 8A.
GhD—Gilead loamy sand, 8 to 15 percent slopes.
This. strongly sloping, moderately well drained soil is on
short side slopes along drainageways.o'n Coastal Plain
uplands. Individual areas are long and narrow and
range from 5 to 40 acres in size.
Typically, the surface layer is dark grayish brown
loamy sand 8 inches thick. The subsoil extends to a
depth of 50 inches. In seqOence downward, it is
21
brownish yellow sandy clay loam that has reddish
yellow mottles; brownish yellow sandy clay that has
yellowish red, reddish yellow, and light gray mottles;
mottled brownish yellow; red, light -gray, and reddish
yellow sandy clay; and mottled light gray, red, light
reddish brown, reddish yellow, and brownish yellow
sandy clay loam that has pockets of sandy clay. The
underlying material to a depth of 80 -inches. is light -
brown sandy loam that has light gray, very pale brown,
and brownish'yellow mottles.
Included with this soil in mapping are small areas of''
Bibb and'Vaucluse soils. The poorly drained Bibb soils
are along drainageways. Vaucluse soils are commonly
along !he upper edges of the mapped areas. Included.
soils make up about 1.0 percent of this map unit.
Permeability is slow in the Gilead soil. Available
water.capacity is moderate. The shrink -swell potential is
low. Runoff is rapid. Reaction is very strongly acid or
strongly acid, except where the surface layer has been
limed. The seasonal high water table is 1.5 to 2.5 feet
below the surf�ade during wet periods.
Most of the acreage o.f.this soil is used as woodland.
A very small acreage is used as cropland. The rest is
used as pasture.
The commonly grown crops are corn, soybeans,
tobacco, and small grain. This'soil is generally unsuited
to cultivated crops be�ause of the hazard of erosion.
Conservation tillage, crop residue manag.em.ent,
grassed Waterways, diversions, field borders, and crop
rotations help to control runoff and erosion.
Bermudagrass hybrids are the primary species g . rown
for hay and pasture. Pasture management includes.
measures that maintain the protective plant cover,
which help to control runoff and erosion.
The dominant trees are loblolly pine, longleaf pine,
blackourn, and sweetgum. The understory includes post
oak, blackjack oak, honeysuckle, flowering dogwood,
and greenbrier. No limitations affect timber production.
The slow permeability and the slope are the major
limitations affecting septic tank absorption fields and
dwellings with or without basements. These limitations
increase the possibility of failure of the absorption
areas. Installing a drainage system around,the '
foundations of dwellings helps to remove excess water.
Properly designing local roads and streets helps to
offset the limited ability of this soil to support a load.
The major limitations affecting recreational
development are the slope and the wetness. Erosion -
control measures and a drainage system are neededin
intensively used areas, such as playgrounds.
The land capability subclass is lVe. Based on loblolly
pine as the indicator species, the woodland ordination
symbol is 8A.

12
Most ' of the acreage of this soil is. used as woodland.
The, rest is used for cropland, pasture, subdivisions, or
golf courses.
An irrigation system is used in areas where crops,
such as corn, tobacco, and soybeans, are grown.
Droughtiness, the leaching of,plant nutrients, and the
hazard of wind erosion are -the main management
concerns. Cover crops, crop residue management, and
windbreaks help to control wind erosion, minimize
leaching, and conserve moisture. Specialty crops, such
as'peaches and grapes, grow well on this soil without
irrigation, but a proper irrigation. system can greatly -
increase yields. Bermuclagrass hybrids are the primary
species grown for hay and pastu.re. Pasture .
management Include's measures that maintain tne
protective plant cover, rotation grazing, and prevention
of. overgrazing.
The dominant trees are longleaf pine, loblolly pine,
and turkey oak. The understory includes pirieland
threeawn, flowering dogwood, and sassafras. The main
limitations are the sandy surface layer and
droughtiness. The loose, sandy layers in the upper 20
to 40 inches hinder the use of wheeled equipment,
especially when the soil is saturated or very dry.
No major lirnitations affect septic tank absorption
fields'or dwellings with or without basements.'Because
of droughtiness and the rapid leaching, establishing and
rnaintaining-lavins may be difficult. Drought -tolerant
grasses and shrubs �houlcl be selecte d for planting. No
major limitations affec! local roads and streets.
The sandy surface layer is the main limitation
affecting recreational development. The plant cover
generally can be maintained by controlling foot traffic.
Establishing and maintaining golf fairways may be
difficult because of droughtiness and the rapid leac . hing.
The land capability subclass is Ills. Based on
longleaf pir-e as the indicator S.pecies, the woodland
ordination symbol is 4S.
CaC—Candor sand, 4 to 12 percent slopes. This
gently sloping to strongly sloping, somewhat
excessively drained soil is on broad, smooth Coastal
Plain uplands. Individual areas are'irregular in shape
and range from 5 to more than 100 acres in size.
Typically, the surface layer is grayish brown sand 13
inches thick. The subsurface layer extends to a depth of
26 inches. It is light yellowish brown, sand. The subsoil
extends to a depth of 80 inches. The upper part is
yellowish brown loamy sand. The next part is light
yellowish -brown sand that has very pale brown and
yellowish brown mottles. The lower'part is yellowish
brown sandy loam that ' has light yellowish brown and
strong brown mottles.
Included.with this soil in mapping are small areas of
Soil SurVE
Ailey, Bibb, and Vaucluse soils.'The well drained Ailey
soils are in scattered areas throughout the map unit.
The poorly drained Bibb soils are along drainageways.
The well drained Vaucluse'soils are in the more slopinc
areas. Also included are wet spots, which are identified'
by a special symbol on the soil maps. Included soils
make up about 15 percent of this map unit.
Permeability is rapid in the upper layers of the
Candor soil and moderate in the lower part of the
subsoil. Available water capacity is very low. Runoff is
slow or very slow. Reaction is extremely acid to strongl
acid, except where -the surface layer has been limed.
The hazard of wind erosion,is severe.
Most of the acreage of this soil is used as woodland.
The rest is used for cropland, pasture, urban
development, or golf courses.
An irrigation system is used in areas where crops,
such as corn, soybeans, and tobacco, are grown. The
slope, droughtiness, the leaching of plant nutrients: and
the hazard of wind erosion are the main management
concerns. Minimum tillage, cover crops, crop residue
management, and windbreaks help to control wind
erosion and conserve moisture. Specialty crops, such
as peacries and grapes, grow very well on this soi'
without irrigation, but consistent yields of these crops
can be greatly increased if an irrigation system is used I
Bermudagrass hybrids are the primary species grown
for hay and pasture. Pasture management includes
measures that maintain the protective plant cover,
rotation grazing, and prevention of overgrazing.
The dominant trees are longleaf pine, loblolly pine,
and turkey oak. The u.nderstory includes pineland
threeawn, flowering dogwood, and sassafras. The main
limitations are the sandy surface layer and
droughtiness. The loose, sandy layers in the upper 20
to 40 inches hinder the use of wheeled equipment wher
timber is harvested, especially when the soil is
saturated or very dry.
This soil has a moderate limitation affecting septic
tank absorption fields and dwellings with or without
basements. Because of droughtiness, establishing and
maintaining lawns may be difficult. Drought -tolerant
grasses and shrubs should be selected for planting. ThE
slope is a moderate limitation on sites for local roads
and streets.
The sandy surface layer is the main limitation
affecting recreational development. The plant cover
generally can be maintained by controlling foot traffic.
Establishing and maintaining golf fairways may be
difficult because of droughtiness.
The land capability subclass is [Vs. Based on
longleaf pine as the indicator species; the woodland
ordination symbol is 4S.

Moore County, North Carolina
and blackjack oak. The understory includes sassafras,
greenbrier, blueberry, and pineland threeawn. The main
limitations are the sandy surface layer and
droughtiness. The loose, sandy layers in the upper 20
to 40 inches hinder the use of wheeled equipment when
timber is harvested, especially when the soil is -
saturated or very dry.
The slow permeability, the slope, and droughtiness
are the main limitations affecting urban development.
Extending the distribution lines to provide a larger
absorption area can help to overcome the slow
permeability. Maintaining lawns may be difficult because
of droughtiness. Drought -tolerant grasses. and shrubs
should be selel-ted for planting. No rnajor limitations
affect local roads and streets.
The slope is the major limitation affecting recreationai
development. This limitation can be overcome by proper
planning and careful site selection of recreational
facilities. Maintaining golf fairways may be difficult
because of -droughtiness.
The land capability subclass is Vis. Based on
longleaf pine as the indicator species, the woodland
ordination symbol is 4S.
Bb--Bibb loam, 0 to 2 percent slopes, frequently
fl'ooded. This nearly !eve!, poorly drained soil -is on
'flood p;ains on the Coastal Plain. Individual areas are
long and ' narrow and rarige� from 10 to more than 200
acres in size.
Typically, the surface layer is black loam 12 inches
thick. The underlying material extends to a depth of 70
inche s. It is dark grayish brown fine sandy loam in the
upper part, light brownish gray fine sandy loam in the
next part, and grayish brown sandy loam in the, lower
part.
Included with this soil in mapping are simil--ar soils
that have a surface layer of fine sandy loam, sandy
loam, or silt loam. Also included are intermingled areas
where the black surface layer is more than 24 inches
thick and small areas where the subsoil has more clay
than is typical for the Bibb soil. Included soils make up
about 25 percent of this map unit.
Permeability is moderate in the Bibb soil. Available
water capacity is high. Runoff is slow. Reaction is very
strongly acid or strongly acid, except where the surface
layer has been limed. The seasonal high water table is
at or above the surface during most of the year. This
soil is frequently flooded.
Most of the acreage of this soil is used as woodland,
The rest is used as pasture.
This soil is generally prisuited to cultivation. The
frequent flooding and the wetness are the major
management concerns. A drainage system is needed
for optimum yields. Bermudagrass hybrids'are the
primary species grown for hay and pasture. Restricted
grazing during wet periods and rotation grazing help to
keep the pasture in good condition.
The. dominant trees are loblolly pine, sweetgum,
yellow -poplar, blackgum, water oak, and Atlantic white -
cedar. The understory includes blackgum, common
reed, and redbay. The major management concerns are
the flooding and the wetness. They restrict the use of
equipment and irrcrease the seedling mortality rate.
They can be overcome by installing a drainage 'system,
such as subsurface tile and ditches.
The wetness and *the flooding are the major
limitations affecting septic tank absorpfion fields,
dwellings with or without basements, and local roads
and streets. Because it is on flood plains, this soil
should not be used as a site for dwellings. The wetness
and the flooding on sites for local roads and streets can.
be overcome by constructing the roadbeds above the
known flood stage.
The flooding and the wetness are the -major
limitations afiecting. recreational development.
Floodwater can damage any structure built on tnis soil.
The land capability subclass is Vw. Based on loblolly
pine as the indicator speci6s. the woodland ordination
symbol is 90.
CaB—Candor sand, 0 to 4 percent slopes. This
nearly level and gently sloping, somewhat excessively
drained soil is on Coastal Plain uplands. Individual
areas are irregular in shape arid range from 5 to more
than 500 acres in size.
Typically, the surface layer is grayish brown sand 13
inches thick. The subsurface layer extends to a depth of
26 inches. It is light yellowish brown sand. The subsoil
extends to a depth of 80 in-ches. The upper par, is
yellowish brown loamy sand. The next part is light
yellowish brown sand that has very pale brown and
yellowish brown mottles. The lower part is yellowish
brown sandy loam that has light yellowish brown and.
strong brown mottles.
Included with this soil in mapping are small areas of
the well drained Ailey and Fuquay soils. These soils are
in the lower, more sloping areas. Also included are wet
spots, which are identified by a special symbol on the
soil maps. Included soils make up about 10 percent of
this map unit.
Permeability is rapid in the upper layers of the
Candor soil and moderate in the lower part of the
subsoil. Avai'lable water capacity is very low. Runoff is
very slow. Reaction is extremely acid to strongly acid,
except where the surface layer has been limed. The
hazard of wind erosion is severe.

E
DRA INR, L D A""
9 NE
DRAZAIMELD'�';i ? -.""C'
44
�-?RER'
tT
.- t
16 TH GRttW
RV
. . . . . . . . . . . .
'p
�9A DTRA
A
r
A-REA T --1 . .....
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F R0 Il
-wwt-4t rdi)L
TOA!'; rm, 11 __ Wrom
a
63-14.i90- 10 4
p"no.
e
S4d 4, DATE re VALUATEr): �-Y_ cr rl
PROPERTY I.D. F
PROPERTY RECORD
ix N L EVALUATION
FOR
ON-�;l I L WASTE WATER
APPLICANT: PHONE: APPLICATION DATE:
ADDRESS: 10C �D 76
CO(JNTY'. V16.r., PROPERTY SIZE: PROPOSED FAdILT(Y, "NV6ES
LOCATION OF SITE: clKJ7
p
WATER SUPPLY: On-Sd woll COmmun�y PUblic Y,"oth6r EVALUATION BY: Augnr Borino-
I— — — A N Is . - ('\A 1',, L_ n . .— —
FACTORS
��NDSCAPE'P'OSIT:ON
SLO %
Ko t4r,;PTH
.1940
.1940
94"1 (A)(1)
1 A,(j
A I j in
-A-nj:L
:ILES
A/(.q 4-4
3
.4
L.
io
..1941
Vol
Lructuro
1941 (A)(2)
e_
W�eraloqy
14ORIZON 2 DEPTH
�vro Gr,.Up
Structure
HOR'IZON 3 DEPTH
I exture Group
consIster11:0
11?41(A)(3�
X,941(A)(2)l
104l(A)(l
.1041
4,
e(
1-1
r
I Y
'41
07
311
ey
loll
SUudure
hfinLmllogy
.194 1 (A)(3)
re
1-t
< ir
HORIZON 4 DEPTH
1/9
-XI U'�b *6 �',o u p
1941(A 1
194 I�A)(2)1
ji �W
-Mineralogy
51,
i0IlL WETNt9S
.1042
4
RESTRICTIVC HORIZON
A944
SAP�OLITE
CLA8SIFICATI 14
.1048
'IT 5
LONG TERM
ACQEPTANC� RATE
1955
o,(
o.7
0, T
0-�(S
0.7'
AVAJLAe
........... =w
SITE LONG TERM OAS
ACCEPTANOLRATE:
SYSTEM TYPt.
OTME FACTORS (,1048:
GITIJ CLASSIFICATIO' 48):
UATED BY:
SV7 0THER5PRESENT: JM;'L-
COtAMENTS:
JZt_)_jN_Tj/3(' TC �,
0 T'f4 -_S9ALLoC,)
a,104-
4--

Soutneaste'rn
Soil & tri-tv"
ironm.e.ntal As,soC.iates,-,, int..
11 Q. Rnx 9321
Fayetl­villl�. NC 28311-7696
Ph6np - F'ax (910) 822-4'540
June 24, 1906 ..., -­ :.:- -- ­­ - , - ,
Mr. HiMarziano
Marz " iano 'and Minier
P.O. �Box 2048 ".1"P00
Asheboro, NC 27204 ..
Re: Testing of additional soil ardas,.Seven Lake's -Country.Cl ub, M e
Carolina oor County, North
Dear Hi
At your request, I"revisite'd Seven Lakes Country Club to. identif� a�
.1 . i dditi.onal soil areas
that co.u.1d be U'sed"as repair areas for the expansi 'and renovation -
on . of the club'h6us-6.--'l
have-enplosed a map showing the.16cation of an Eidditio'nal 66,000 square feet in the I st
fairway under and around the tee box.
Soils in these ardias,.we're -much different that tfios'd'discL'issed in the initial report
(proposed -for the or] gi.n.al system). A.soil de'scriotion,(below exiistiri.g fill) and saturaited
hyoraul'ic conductivit
, y val ties 'are i nc ' luded with this reportfor the new area. Testing was
perfon-ned in the manner as described in our previous report.
Based on soil. and hydraulic characteristics observed on this site, a long term.acceptance
rate (LTAR) of 0.30 god/sq.:ft is recomrnerid�d for a conventional trench (at 4% -of Ks . at).
Trenc eTW—oulcr r'av_ei'_0_re_i9t_ffF_6e-m the Bi' h orizon (approximately 24 to'36 inches)
below the original . soi I surface. This ratei§ based on observed conducii ' ty readings, that
vi
i ncrease- with -depth. Because of -this increiisingconductiv'it'
y and"ho observation'of soil
.wetness (colors of ch.roma 2,or less) within 10 feet of the soil surface, no groun . dwate'r
mounding would be expected f6r this site.
Il'you have any questi
ons or.require additional'setvices, please call.
Sincerely
010
Mike E�ker Z.
�T.
Ft
#78
"I ' `SITE I VALUATIO - N - �-011_ PH'YISICAL ANALY' " -.%-11ETLANDS MAPPING -'I_.AIJD�USE-/SU8DIVISION I PLANNING
GR0,;I-IDWATER DRAINAGE/MOU NDING -*.SURFACE, '-.lit �SURFAC E WASTE TREXT MtN r;SYSTEMS, EVALUATION &DESIGN

4-
Dominant Soil Profile (Repair Area)
Horizon
Depth'(")
Texture
Structure
A
0-6
sandy loam
gr
E
6- 12
sandy loam
gr
Bt
12-48
sandy clay
sbk
loam
BC
48-54
sandy clay
wsbk
loam
C
54-120
sandy loam
mass.
w/ tenses of
loamy sand

Ksat Results (Repair Area)
hole.
depth (cm)
r layer
Ksat cm/hr.
'CCHP R 1
71
Bt
1.26
CCHP R2
91
Bt
1.44
CCHP R3
172
c
11.60

::'7
T.,
utA
_55,045.
S 7 Go 2315 011 w
0q, 045'59"E
85' E N79
N 79?j5'.p9n�
a
148 3008142,1 e
8 4 9.17'
pa! , , - I" - . . ?42.69'-
s 76023,50'.1w
Ac.
42
'4 S66051 2"W SS6r*61"a2!1 W
_J CH= 189.9eNI CH=204 w
L Is 190.83 - L) 205.47.' : -ij
67038'19' ART Rm 573.48'. A�lf— I co
4 ,, 0
CHm.28729. 0 PATH� I 'R
PARKING RO 4
P _AJ
L 2 808. 8 7 SHO AU RA
a 570 53 1, 1 _x
1 9
(A 7
13,, PIJT-'
.4Z 17 TING
GRIM T R ACT
IN 320 39'44 W
44.01, CART PATH 1 5.54 At. '(n
(D
18 t h- 0 t
71027 E 11 OD
N GREEW
585.5 TRA T r; I
Ile
000 1.4 4. 18 A C.
L3
;L
cl 77,
Ju
Al"M S890
710 46
too,
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ll :3
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11; IF­
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pl,
ee
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re
e
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e5 %.
493
"340
A
63
'o
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7j
N
w
T S 56050'
.07" W

Jfines R'. Y, Vai-caipp) Wes(
.. .9
Sleffiley W V. Attormie
'To
6,4
44-8.1 off...
L. Peal", A
Wie H." M .. LN T6 c..,m".
&RO S..Ik 4+ Tie, . TI.a. sr
,P 0 Dj;mwer� 4zo
V-11age Ge,
J8164ne MeL.4
'28$27
j. P. 1389
e1mrs:
I. Te Ii 'L
Rowas M. V.., ++ P..
V..fO,r;@ P &ellver +
Doxsell G.. A& ji, TeletL ONO Tel,,410f;er! 047-3100
(Die) Rewszo,
B—j G." Meacrierl (011) 2,
LJ F.M.Ll�
+ Al. L6�.j
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6@
4+ &Fnt:�� AA.. Dpcemb'er
999
j, .- , *... i j
'_*9 Q16
r
Sam Field's
Moore- County 11
ea th Department.
PO -Box 279
Car,thagej, NC' 28'3'27
Jim B1vIns.
Marziano and Mini'
ei-
PO� Box 4428
Adheb-oro, NC.�'27204
Ladies -and Gentl'
emen: - -
Lhave been rbq,ue
-sted by our. 611efit
letter" 'c'o'n'f -j - Seven Lake
iTming that Seven Lakes C- - s Country, Club, to provide 'Y'PU a
the- ' o,untry, Cliub; Inb h', Is 'the fee
Pr9perty known as'the 18th Fal
count�y Club.'. Tway of the 'jb SIMPIOLOWner of
If-.courrs6 6f Seven -
.,Lakes
Please a6cep'
t this I
'Country Club, Inc. etter as MTiconfirmatl6n.of the owners I hip-.
by Seven -Lakes
Please le
t me know'.11ty., g ' _"'
ou need fuitherl - " " .: ' - .- , , v, -
nformatibli
Vrj
-S.
J .
incerely,
VA
N
E, S T,
ES-'� MEACHAMiT'.A.
A L
Pendleton-HaYes
Lp if/ cq
Qz'
Hamzah'

9
nOSEnT n. WIrTMANN. DMECTOR
October 16, 1995
I firaiii-J. Marziano, P.E.
Marz , iano & Miner, P.A.
919 South Cox'SLree*t, Suite B
11.0. Drawer 2048
Asheboro, NC 27204-2048.
Dear Mr. Marziano:
S U bject: Sey
Late
Olu t
Yi
jje�6
Y.
74 Comity of Moore'
DeT)artinent of Health
Moore County Office Park
705 Pinehurst Ave.
Carthage, North Carolina 28327
46
Z�
t
T) -F K-j TS
;ZLb0
TL��HONE: (9*10) 947-3380
Kb-I&T 6 1 CAM-
lakes Country Club, Wastewater Disposal
luti Dining Roorn, The water use data generated and your request for flow
ar reasonable. The suggested daily design sewage flow oF4,400 gallons per day
provided the F6.1lowing items are addrdssed:
1) Verification that there is no additional water usage which has not been accounted ror
(ie. there are'no other water distribution taps serving the facility, condensate drains,
etc.).
1 hat adequate provisions for monitoring actual use are provided as part of the system
maintenance requirements,.
3) That flow calculations include the entire facility (ie. tile golf pro shop and inembers
locker rooms).
It should be recogn�ized that this facility is affected by seasonal demand. It is recommended that
design calculations account for'a'realistic incicase in the use of the'facility should business peaks
occur in the ruturq. Special events may requir6 th6 use oftemporary rneans of wastewater
disposal (ie. portable toilets for large golfing events, etc.).
Due tollie de'sign flow of this facility it is necessary that a -system design be prepared by a
professional engineer and be re�,ieived by the Division of Environmental Health, On -site,
Wastewater Engineering section. I am enclosing recommended guidelines and procedures for tile
permitting process.
D