NC0087980_Permit Issuance_20041013

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit:
NC0087980
Pine Hall Elementary School
Document Type
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Staff Report
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
October 13, 2004
Miss documeat ism prizited on reuoae paper - igziore any
coutezit on tine reYerse amide

October 13, 2004
Mr. David J. Burge, Director of Operations
Stokes County Board of Education
P.O. Box 50
Danbury, North Carolina 27016
Michael F. Easley, Govemor
State of North Carolina
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Subject: NPDES Permit Issuance
Pine Hall Elementary WWTP
NPDES Permit No. NC0087980
Stokes County
Dear Mr. Burge:
Attached to this letter is the final NPDES permit for Stokes County Board of Education/
Pine Hall Elementary's proposed wastewater treatment plant, NPDES Permit No. NC0087980.
This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1
and the Memorandum of Agreement between North Carolina and the U.S. Environmental
Protection Agency dated May 9, 1994.
Please note that a correction has been made to this permit (from the draft permit dated
August 18, 2004). The weekly average values listed in Part A.(1.) of the draft permit should be
daily maximum values. This error has been corrected with this final permit.
If any parts, measurement frequencies, or sampling requirements contained in this permit
are unacceptable to you, you have the right to an adjudicatory hearing upon written request
within thirty (30) days following receipt of this letter. This request must be in the form of a
written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the office of Administrative Hearings, Mail Service Center 6714, Raleigh, North Carolina
27699-6714. Unless such a demand is made, this permit shall be final and binding.
Please take notice that this permit is not transferable except after notice to the Division of
Water Quality. The Division of Water Quality may require modification or revocation and
reissuance of the permit.
This permit does not affect the legal requirements to obtain other permits which may be required
by the Division of Water Quality, the Division of Land Resources, the Coastal Area Management Act, or
any other federal or local governmental permit.
If you have any questions regarding the NPDES permit, please contact Susan Wilson at
(919) 733 - 5083, extension 510.
Sincerely,
ORIGINAL SIGNED BY
Tom Belnick
Alan W. Klimek, P.E.
cc: Winston-Salem Regional Office/Water Quality
Central Files
NPDES Unit
DEH
Bob W. DeWeese NC DPI
Plant Operation Section
301 N. Wilmington Street
Raleigh, NC 27601
North Carolina Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[phone]
FAX [phone]
On the Internet at http://h2o.enr.state.nc.us/

Permit No. NC0087980
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELUVIINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Water Quality Commission, and the
Federal Water Pollution Control Act, as amended,
Stokes County Board of Education
Pine Hall Elementary Wastewater Treatment Plant
is hereby authorized to discharge wastewater from a facility located at
Pine Hall Elementary WWTP
Pine Hall Road
Stokes County
to receiving waters designated as Eurins Creek in the Roanoke River Basin
in accordance with the discharge limitations, monitoring requirements, and other conditions set forth in
Parts I, II, III, and IV hereof.
This permit shall become effective November 1, 2004.
This permit and the authorization to discharge shall expire at midnight on February 28, 2007.
Signed this day October 13, 2004.
ORIGINAL SIGNED BY
Tom Belnick
Alan W. Klimek, P.E., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

Permit No. NC0087980
SUPPLEMENT TO PERMIT COVER SHEET
Stokes County Board of Education
Pine Hall Elementary Wastewater Treatment Plant
is hereby authorized to:
1. After receiving an Authorization to Construct permit for a treatment plant not to exceed
0.004 MGD wasteflow, construct and operate Pine Hall Elementary Wastewater
Treatment Plant, located off Highway 772, Stokes County, and
2. Discharge wastewater from said treatment works at the location specified on the attached
map into Eurins Creek which is classified WS IV waters in the Roanoke River Basin.
Pine Hall Elementary WWTP
NPDES No. NC0087980

Latitude: 36°19'59" Sub -Basin:
Longitude: 80°02' 56"
Quad #: B18SE, Belews Lake
Stream Class: WS IV
Receiving Stream: Eurins Creek
Permitted Flow: 0.004 MGD
03-02-01
North
Stokes County BOE
Pine Hall Elementary
NC0087980

A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit and lasting until expiration, the
Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be
limited and monitored by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING' REQUIREMENTS
Monthly
Average -
Weekly
Average-
Daily -
Maximum-
Measurement
Frequency
Sample
Type..
Sample Locationl
Flow (MGD)
0.004
Continuous
Recording
Influent or Effluent
BOD, 5 day, 20°C
30.0 mgll
45.0 mg/I
2/Month
Grab
Effluent
Total Suspended Solids
30.0 mg/I
45.0 mg/I
2/Month
Grab
Effluent
NH3 as N
Monthly
Grab
Effluent
pH2
6.0 <_ pH <_ 9.0
2/Month
Grab
Effluent
Fecal Coliform
(geometric mean)
200/100
ml
400/100 ml
2/Month
Grab
Effluent
Total Residual Chlorine3
28 ug/I
2/Week
Grab
Effluent
Temperature °C
Weekly
Grab
Effluent
Total Nitrogen
(NO2 + NO3 + TKN)
Quarterly
Grab
Effluent
Total Phosphorus
Quarterly
Grab
Effluent
Notes:
i The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
2 Residual chlorine shall be monitored/limited if chlorine is used as a disinfectant or elsewhere in the
treatment process.
There shall be no discharge ofloating solids or visible foam in other than trace amounts.
Pine Hall Elementary WWTP
NPDES No. NC0087980

Re: Pine Hall Elem.
Subject: Re: Pine Hall Elem.
From: Lee Spencer <[e-mail]>
Date: Fri, 15 Oct 2004 10:08:28 -0400
To: Susan Wilson <[e-mail]>
I do not object to the issuance of this permit, provided the facility is properly operated & maintained and complies with the permit
effluent limitations.
On 10/7/2004 2:30 PM, Susan Wilson wrote:
Lee -
I totally forgot to copy you guys on this new permit to WS-IV waters. I've attached the draft permit, the DEH memo form, and the
fact sheet. If you would - review and either send me a brief e-mail or fax me the form back that would be great. Let me know if you
have questions. (or if you'd like for me to send this via regular mail instead). Thanks much.
Susan
Lee G. Spencer, P.E.
Regional Engineer
Public Water Supply Section
NC DENR Winston-Salem Regional Office
Voice: [phone] ext 374
FAX: [phone]
1 of 1 10/15/2004 10:39 AM

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0087980, Stokes County Schools/Pine Hall Elementary School WWTP
Facility Information
Applicant/Facility Name:
Stokes Co. BOE/ Pine Hall Elementary School WWTP
Applicant Address:
P.O. Box 50, Danbury, NC 27016
Facility Address:
1400 Pine Hall Road, Pine Hall, NC
Permitted Flow
0.004 MGD
Type of Waste:
100% domestic
Facility/Permit Status:
New Application (failing subsurface system)
County:
Stokes
Miscellaneous
Receiving Stream:
Eurins Creek
Regional Office:
WSRO
Stream Classification:
WS IV
SI: 22-26
Quad
B18SE
Belews Lake
303(d) Listed?:
No
Permit Writer:
S. Wilson
Subbasin:
030201 (Roa01)
Date:
August 1 , 2004
Drainage Area (mi2):
6.0
_ ,4',•: �,„
Summer 7Q10 (cfs)
0.4
Winter 7Q10 (cfs):
1.1
Average Flow (cfs):
6.9
IWC (%):
0.92
Primary SIC Code:
4952
SUMMARY
Stokes Co. Board of Education (BOE) has applied for a permit to discharge 0.004 MGD of
domestic wastewater into Eurins Creek in the Roanoke River Basin. The discharge will
generate from Pine Hall Elementary School. Pine Hall Elementary School consists of
approximately 300 students and 30 staff, per the application. The current system is a failing
subsurface system (existing septic tank. dosing tank, pump tank, and conventional trench
system).
The soils are not suitable for subsurface (as demonstrated by the current failing system). The
soils are also not viable for spray/drip. POTW connection to Walnut Cove is cost prohibitive.
NPDES Unit review of the EAA concurs with this conclusion.
The most environmentally sound/economically feasible alternative was determined to be
wastewater treatment, followed by direct discharge to Eurins Creek. Most of the existing
system will continue to be used with the proposed discharge. (The BOE plans to add UV
disinfection).
The discharge will be located off Highway 772 near Pine Hall. Eurins Creek is designated as a
Class WS IV waterbody. The creek flows into the Dan River, which is also classified WS IV in
this area.
The facility already exists, so no Local Government Review forms are required.
The facility will be a Grade I facility - with monitoring frequencies reflective of this grade
(basically, 2/Month).
TOXICITY TESTING:
This is domestic wastewater. No toxic effects are predicted and no toxicity testing is
recommended. The potential toxicants in domestic wastewater (chlorine) will be specifically
limited in the permit to protect aquatic life. At this time, the BOE proposes to use UV
disinfection at the WWTP.
Pine Hall Elementary WWTP
Proposed NPDES Permit
Page 1

PROPOSED LIMITS:
A Level B water quality model was performed for the proposed discharge. Secondary
limits are deemed sufficient to protect the D.O. standard (BOD5 = 30 mg/1, no NH3
limit, TSS = 30 mg/1).
Flows for Eurins Creek were derived from the correspondence between Bob DeWeese
(DPI) and Curtis Weaver of USGS (7Q10s = 0.4 cfs) . Winter 7Q10s and Qavg flow
were derived from USGS publication, Low -Flow Characteristics of Streams in North
Carolina, USGS Water -Supply Paper 2403. The hydrologic area is HA9, so equations
for HA9 were used to derive the flows (with the exception of 7Q10s provided by
USGS) .
8/16/04 - per Bob DeWeese, move forward with 4000 gpd based on the current
student population.
INSTREAM MONITORING:
No instream monitoring will be required.
PROPOSED SCHEDULE FOR PERMIT ISSUANCE:
Draft Permit to Public Notice: Public Notice by August 18, 2004 (est.)
Permit Scheduled to Issue: Issue October 11, 2004 (est.)
STATE CONTACT:
If you have any questions on any of the above information or on the attached permit, please
contact Susan Wilson at [phone] ext. 510.
REGIONAL OFFICE COMMENT:
Staff report dated 6/9/04 - WSRO recommends issuance; discharge being the most feasible
option.
NAME: DATE:
Pine Hall Elementary WWTP
Proposed NPDES Permit
Page 2

Re: [Fvwd: Pine Hall Elementry]
Subject: Re: (Fwd: Pine Hall Elementry]
From: Susan Wilson <susan.a.wilsonencmail.net>
Date: Fri. 06 Aug 2004 14:48:39 -0400
To: Steve Tedder <Steve.Tedderencmail.net>
Steve.
Yeah - I meant to get to this before I left on vacation and just wasn't able to. Got a call from David Burge (Stokes Co.) and I'm trying to
return his call. I'm going to try and give it a good look by Monday and then I'll have a better idea of when I can send it to public
notice. This one and a couple of others are on top of the list right now.
Susan
Steve Tedder wrote:
Susan.
Can you tell me where this one stands? This is a failing on site system and we really need to get this one issued. Kids coming back to
school Tuesday.Please advise. This one has been dragging a long time.
Steve
Original Message
Subject:Pine Hall Elementry
Date:Tue. 03 Aug 2004 14:27:18 -0400
From:Joe Corporon <[e-mail]>
To:Steve Tedder <[e-mail]>
Steve. I've looked up the applicant and the project has been assigned to
Susan Wilson. She is on vacation and should return to work on thursday.
05Aug04.
Steve Tedder
NC DENR Winston-Salem Regional Office
Division of Water Quality. Water Quality Section
585 Waughtown Street
Winston-Salem. NC 27107
Voice: [phone] ext 259
FAX: [phone]
1 of 1 8/6/2004 3:45 PM

AUG:16-2004 11:30 FROM:NC DIVISION OF WATER 3367714630
TO:89197330719
P: 1 /5
SOC PRIORITY PROJECT: Yes
If Yes, SOC o.
To: Permits and Engineering Unit
Water Quality Section
Attention: Susan Wilson
J
b 14.-0 -- i 4L
Date: June 9, 2004
NPDES STAFF REPORT AND RECOMMENDATION
County: Stokes
Permit No. NC0087980
PART I - GENERAL INFORMATION
1. Facility and Address: Stokes County Board of Education
Pine Hall Elementary School
1400 Pine Hall Road
Pine Hall, NC
2. Date of Investigation: December 2003
3. Report Prepared by: David Russell, WSRO
4. Persons Contacted and Telephone Number: David Burge, Stokes Co. Schools, - Director
of Operations, — Ricky Goins — School Maintenance — Mr. Barge -- [phone]
1'
41
a
T.
Z
elm xeA ,..11-1god
V
0
10
5. Directions to Site: From. Winston-Salem travel Highway 311 through Walnut Cove. Turn
right on Pine Hall road at Jct. of Hwy 772 and Hwy. 311 travel Pine Hall Road to the
school on the right.
6. Discharge Points(s), List for all discharge points:
Latitude: 36 19' 58"_ Longitude: 80 02' 55"
U.S.G.S. Quad No. I31� U.S.G.S. Quad Name Bel.ews Lake
7. Site size and expansion area consistent with application?
No If No, explain:
8. Topography (relationship to flood plain included): Site is well above flood plain
9. Location of nearest dwelling: There are homes within 1000 feet of the facility and
proposed discharge point.

AUG716-2004 11:30 FROM:NC DIVISION OF WATER 3367714630
TO:89197330719 P:2'5
10. Receiving stream or affected surface waters: Burins Creek
a. Classification: WS IV
b. River Basin and Subbasin No.: Roanoke
c. Describe receiving stream features and pertinent downstreamuses: Te stream
the
through a rural undeveloped area for about a mile before reachinge Dan
River.
Part II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater to be permitted: 0.003 MGD (Ultimate Design Capacity)
b. What is the current pcnm,itted capacity of the Waste Water Treatment facility?
0.003 mgd (Failing subsurface system)
c. Actual treatment capacity of the current facility (current design capacity)?
0.003 mgd
d. Date(s) of construction activities allowed by previous Authorizations to Construct
issued in the previous two years. NA
e. Please provide a description of existing or substantially constructed wastewater
treatment facilities; septic tank, dosing tank, sand filter, pump tank, drain field
f. Please provide a description of proposed wastewater treatment facilities. Septic
tank, dosing tank, sand filter, UV disinfection,discharge to creek
g•
Possible toxic impacts to surface waters: None
h. Pretreatment Program (POTWs only):
in development _
should be required
NPDES Permit Staff Report
Version 10/92
approved
not needcd
Page 2

AUG716-2004 11:30 FROM:NC DIVISION OF WATER 3367714630
TO:89197330719
P:3'5
2. Residuals handling and utilization/disposal scheme: Septic tank to be pumped as needed
SIC Code(s): 8211
Wastewater Code(s) of actual wastewater, not particular facilities i.e.., non -contact
cooling water discharge from a metal plating company would be 14, not 56.
Primary 03 Secondary
Main Treatment Unit Code: 440-7
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds or are any public monies
involved. (municipals only)? NA
2. Special monitoring or limitations (including toxicity) requests: NA
3. Important SOC, JOC or Compliance Schedule dates: (Please indicate) NA
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
4. Alternative Analysis Evaluation: Has the facility evaluated all of the non -discharge
options available. Please provide regional perspective for each option evaluated.
Spray Inigation: Bad Soils
Connection to Regional Sewer System: Economically unfeasible
Subsurface: Bad Soils — existing system failing
Otber disposal options: Discharge to creek
5. Other. Special Items:
NPDES Permit Staff Report
Version 10/92
Page 3

AUGr16-2004 11:31 FROM:NC DIVISION OF WATER 3367714630
TO:89197330719 P:4/5
PART IV - EVALUATION AND RECOMMENDATIONS
This school has a failing sub surface system. The discharge alternative is the only feasible
solut
ion to handlingthe school's wastewater. The existing septic tank, dosing tank and sandfilt
will be used with UV disinfection bcing added. Recirculation to the sand filter could also be
added if needed,
It is recom.mendcd a permit to discharge into Eurins Creek be issued.
g„,.2.0_1( 4/9/el
Signature of report preparer
Wacr Quality Regional Supervisor
Dat
cc:
Permits and Engineering
Technical Support Branch.
County Health Dept.
Central Files
WSIcn
NPDES Permit Staff Report
Version 10/92
Page 4

Facility: Pine Hall Elem. School WWTP
Discharge to: Eurins Creek WS-IV
Residual Chlorine
7010 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL (UG/L)
IWC (%)
Allowable Conc. (ug/l)
Fecal Limit
Ratio of 64.5 :1
0.4
0.004
0.0062
17.0
0
1.53
1113.77
DA=6mi2
7Q10s = 0.4 cfs
7Q10w = 1.1 cfs
Qavg = 6.9 cfs
Ammonia as NH3
(summer)
7010 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL (MG/L)
IWC (%)
Allowable Concentration (mg/I)
Ammonia as NH3
(winter)
7010 (CFS)
200/100mI DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL (MG/L)
IWC (%)
Allowable Concentration (mg/I)
For Minor domestic -type facilities:
Minimum of 2 mg/I (summer) NH3-N; 4 mg/l (winter) NH3-N
Chlorine:
Residual chlorine must be capped at 28 ug/I to protect for acute toxicity effects
0.4
0.004
0.0062
1.0
0.22
1.53
51.32
1.1
0.004
0.0062
1.8
0.22
0.56
282.12

NC DENR - DIVISON OF WATER QUALITY 2B . 0300
.0313 ROANOKE RIVER BASIN
Classification
Name of Stream Description Class Date Index No.
Rough Fork From source to Buffalo Creek C 09/01/74 22-25-5-2
Lucy Branch From source to Rough Fork C 09/01/74 22-25-5-2-1
Neatman Creek From source to Town Fork C 09/01/57 22-25-6
Creek
Little Neatman Creek From source to Neatman Creek C 09/01/74 22-25-6-1
Red Bank Creek From source to Town Fork C 09/01/57 22-25-7
Creek
Martin Creek From source to Town Fork C 09/01/74 22-25-8
Creek
Watts Creek (Little Sandy From source to Town Fork C 09/01/74 22-25-9
Branch) Creek
Voss Creek (Sandy Branch) From source to Town Fork C 09/01/74 22-25-10
Creek
Old Field Creek (Redbank From source to Town Fork B 09/01/57 22-25-11
Creek) Creek
Mill Creek From source to Old Field B 09/01/57 22-25-11-1
Creek
Old Mill Branch From source to Old Field B 09/01/57 22-25-11-2
Creek
Kansas Branch (Lake From source to Old Field B 09/01/57 22-25-11-3
Woussicket) Creek
Walls Lakes Entire lakes and B 09/01/57 22-25-11-4
connecting stream to Old
Field Creek
Coolico Creek (Fulp Creek) From source to Old Field C 09/01/74 22-25-11-5
(Morgan Pond) Creek
Ash Camp Creek From source to Town Fork C 09/01/57 22-25-12
Creek
Mills Creek From source to Town Fork C 09/01/57 22-25-13
Creek
Lick Creek From source to Town Fork C 08/01/98 22-25-14
Creek
Ader Creek From source to Lick Creek C 09/01/57 22-25-14-1
Coffer Creek From source to Lick Creek C 09/01/57 22-25-14-2
Right Prong Lick Creek From source to Lick Creek C 09/01/57 22-25-14-3
Bull Run From source to Town Fork C 08/01/98 22-25-15
Creek
DAN RIVER
From a point 0.2 mile
downstream of Town Fork
Creek to a point 0.3 mile
upstream of Reed Creek
WS-IV
08/01/98 22-(25.5)
/I/3
Eurins Creek From source to Dan River WS-IV 08/03/92 22-26
3

NC DENR - DIVISON OF WATER QUALITY 2B . 0300
.0313
ROANOKE RIVER BASIN
Name of Stream
Description Class
Classification
Date Index No.
Belews Creek
Belews Creek (Kernersville
Lake)
Belews Creek
Right Fork Belews Creek
(Dean Creek)
Hartley Creek
Left Fork Belews Creek
Belews Creek (Belews Creek
Arm of Belews Lake below
elevation 725)
Belews Creek (including
Belews Lake below
elevation 725) (1)
Belews Creek (including
Belews Lake below
elevation 725) (1)
East Belews Creek
East Belews Creek (East
Belews Creek Arm of Belews
Lake below elevation 725)
Kings Creek
West Belews Creek (Little
Belews Creek)
From source to a point 0.5 WS-IV
mile upstream of
backwaters of Kernersville
Lake
From a point 0.5 mile WS-IV;CA
upstream of backwaters of
Kernersville Lake to Town of
Kernersville Water Supply
Dam
From Town of Kernersville C
Water Supply Dam to
Forsyth County SR 1966
Extension
From source to Belews Creek C
From source to Belews Creek
From source to Belews Creek
From backwaters of Belews
Lake (Forsyth County SR 1966
Extension) to Southern
Railroad Bridge
From Southern Railroad
Bridge to to a point 1.8
mile downstream of
Forsyth -Stokes County Line
From a point 1.8 mile
downstream of the
Forsyth -Stokes County Line
to Dan River, excluding
the Arm of Belews Lake
described below which are
classified WS-IV&B
C
C
B
Ws --Iv
From source to Forsyth C
County SR 2140 (Formerly
called SR 1971)
From backwaters of Belews B
Lake (Forsyth County SR
2140) to Southern Railroad
Bridge
From source to East Belews B
Creek Arm of Belews Lake
From source to backwaters of C
Belews Lake (2000 feet
upstream from N.C. Hwy. 65)
4
08/03/92 22-27-(1)
08/03/92 22-27-(1.5)
09/01/57 22-27-(2)
07/01/73 22-27-3
07/01/73 22-27-4
07/01/73 22-27-5
07/01/73 22-27-(6)
08/01/98 22-27-(7)
08/01/98 22-27-(7.5)
09/01/57 22-27-8-(1)
07/01/73 22-27-8-(2)
07/01/73 22-27-8-3
09/01/57 22-27-9-(1)

ROANOKE RIVER BASIN
Name of Stream
Subbasin Stream Index Number Map Number Class
Dry Creek ROA03 22-45-4 A20SW8 C
Dynamite Lake ROA08 23-37-1 C29NE3 C
East Belews Creek ROA01 22-27-8-(1) C18NE8 C
East Belews Creek (East Belews Creek Arm of ROA01 22-27-8-(2) C18NE5 B
Belews Lake below elevation 725)
East Prong Moon Creek ROA04 22-51-1 B21NW9 C
Eastmost River ROA09 24-1-(1) D32NW4 C;Sw
Eastmost River ROA09 24-1-(2) D32NW4 B;Sw
Elk Creek ROA01 22-5 A17SE5 C;Tr
Ellington Branch ROA07 23-10-2-1 B25NE2 C
Etheridge Swamp ROA09 23-49-1 D29NE1 C
Eurins Creek ROA01 22-26 B18SE2 WS-IV
Fall Creek ROA02 22-30-3 A19SW4 C
Fishing Creek ROA03 22-41 B2ONW1 C
Fishing Creek ROA05 22-58-12-6-4 B23NW1 C
Flag Run Gut ROAOB 23-40 C30SW1 C
Flat Creek ROA06 23-8-5 B24NE9 B
Flat Shoals Creek ROA01 22-19 B18SW1 C
Flat Swamp Creek CHO01 24-2-6-2 C31SE1 C;Sw
Flat Swamp Creek ROA10 24-2-6-2 C31SE1 C;Sw
Frog Level Swamp ROA09 23-48-1 D3ONE1 C
Fulk Creek ROA01 22-24 B18SE4 C
Fullers Creek ROA04 22-56-4-(1) B21NE7 WS-III
Fullers Creek ROA04 22-56-4-(2) B21NE7 WS-III;CA
Fullers Creek ROA04 22-56-4-(3) B21NE7 C
Gardners Creek ROA09 23-52-1 D31SW5 C
Ghent Creek ROADS 22-58-10 B22NE3 C
Gill Creek (Formerly called Little Island ROA06 23-4-1 B24NE6 C
Creek, Granville County)
Gilliams Branch (Gilliams Creek) ROA06 23-4-5 A25SW8 C
Glasby Branch ROA04 22-54-1 A21SE6 C
Graham Branch ROA06 23-2-4-2 B24NE4 C
Grassy Creek (Grass Creek) ROA06 23-2-11) B23NE6 C
Grassy Creek Arm of John H. Kerr Reservoir ROA06 23-2-(6) A24SE7 B
(Below normal pool elevation 300 feet MSL or as
this elevation may be adjusted by the Corps
of Engineers)
Grennell Creek ROA09 24-2-14 D31NE9 C;Sw
Gumberry Swamp (Boones Millpond. Barrows ROA08 23-32-1 B29SW1 C
MillPond)
Hales Millpond Branch ROA08 23-33-2 C28NE2 C
Hardison Mill Creek ROA09 23-50-3 E31NW1 C
Hardison Mill Creek TAR07 23-50-3 E31NW1 C
Hartley Creek ROA01 22-27-4 C18NE5 C
Hawtree Creek ROA07 23-11-11) B26NW6 C
Hawtree Creek (Hawtree Creek Arm of Lake Gaston ROA07 23-11-14) A26SE7 B
below normal pool elevation)
Hickory Creek ROA02 22-30-5 A18SE9 C
Highland Prong ROA09 23-54.5-3 D31SE2 C;Sw
Hogans Creek ROAO2 22-31 B19SW7 C
Hogans Creek ROA03 22-50 B2OSE5 C
Hoggard Mill Creek ROA10 24-2-6 C31SW6 C;Sw
Page 4 of 10

SUMMER
MODEL RESULTS
Discharger : PINE HALL ELEM
Receiving Stream : EURINS CREEK
The End D.O. is 7.16 mg/l.
The End CBOD is 2.06 mg/l.
The End NBOD is 1.48 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 6.94 0.00 1
Reach 1 45.00 90.00 0.00 0.00400
Reach 2 0.00 0.00 0.00 0.00000
Qw
00AActD -3--- u 1e-t P. = a co* M4C)
Pio p5 : 30 it -c-
D,d. .
A 4; 7.)
(No Li Ik (Tr)
(No LI A IT)

*** MODEL SUMMARY DATA ***
Discharger : PINE HALL ELEM Subbasin : ROA 01
Receiving Stream : EURINS CREEK Stream Class: WS IV
Summer 7Q10 : 0.4 Winter 7Q10 : 1.1
Design Temperature: 28.0
LENGTH SLOPE VELOCITY 1 DEPTH Kd Kd 1 Ka 1 Ka 1 KN
mile ft/mi fps ft design @20° design @20° design
Segment 1
Reach 1
0.40
33.30
0.100
0.52
0.42
0.29
7.13
5.99
0.93
Segment 1
Reach 2
0.70
10.00
0.100
0.52
0.35
0.24
2.14
1.80
0.56
Flow CBOD NBOD
cfs mg/1 mg/1
Segment 1 Reach 1
Waste
Headwaters
Tributary
* Runoff
0.006
0.400
0.000
0.000
Segment 1 Reach 2
Waste 0.000
Tributary 0.000
* Runoff 0.000
45.000 90.000
2.000 1.000
2.000 1.000
2.000 1.000
0.000
2.000
2.000
* Runoff flow is in cfs/mile
0.000
1.000
1.000
D.O.
mg/1
0.000
7.050
7.050
7.050
0.000
7.050
7.050

SUMMER
I Seg # I Reach # I Seg Mi I D.O.
1 1 0.00 6.94
1 1 0.10 7.10
1 1 0.20 7.20
1 1 0.30 7.28
1 1 0.40 7.34
1 2 0.40 7.34
1 2 0.50 7.29
1 2 0.60 7.25
1 2 0.70 7.22
1 2 0.80 7.20
1 2 0.90 7.18
1 2 1.00 7.17
1 2 1.10 7.16
I Seg # I Reach # I Seg Mi I D.O.
CBOD
2.66
2.59
2.52
2.46
2.40
2.40
2.35
2.30
2.25
2.20
2.15
2.11
2.06
CBOD
NBOD
2.36
2.23
2.11
1.99
1.88
1.88
1.82
1.76
1.70
1.64
1.59
1.53
1.48
NBOD
Flow I
0.41
0.41
0.41
0.41
O .41
O .41
O .41
O .41
O .41
0.41
O .41
O .41
0.41
Flow I

tP
dyes ‘l.Z
t °•9
tt• 3
D. D. t
(0.7
tt. Z
9�n3
4;L 338
Tj/fy /03 -"% el-. 0 -L ( o l..a 77 o /J)
4.3 `,. g 2.8 /5/4 (( ' /1'1\17g
i
4'3
v,s
Az_
Zoo
1'7

LWMSW SMP
LWMSW STCD
LWMSWTERM
LWMSWTI AUL
LWMSWTIRCOL
Ly, MSWTIRDRDIS
LWMSWTIRPRO
LWMSW7FER
LWNISWYARD
LWMU ONTRACTOR
LWMUSTTANK
OCRNI
OCRMCADIRECT
OCRMCAGENERAL
OCRMCAJOINT
0CCERTIFICATION
OTHER
WPC401
WPCAGRI
WPCAGRIDOM
WPCAGRI1ND
WPCAQUA
WPOAMSRES
WPCDOMCON
WPCINDCON
WPCINTER
WPCNAVIG
WPCNEWNPDO
WPCNEWNP
WPCNPDES
WPCNPDESD
WPCNPDES
WPCPRE • to aM
WPCP • • u
WPCRECESS
WPCSEDI
WPCSEWDO
WPCSEWIND
WPCSHELLFIS
WPCSLUDGE
WPCSTORM
WPCUPWWTPDOM
WPCUPWWTPIND
PROGRAM AREAS
I e
AIR
LAB
LWM
WPC DWP
UST
LWM RAD HEALTH
LWM - SW - Sludge Monofil
LWM - SW Landfills - Short -Term C&D
WM - SW - Waste Tire - Storage
L - SW - Registration - Waste Tire Haulers
L - SW - Waste Tire - Collection
LWM\SW - Waste Tire - Disposal
LWM SW - Waste Tire - Processing .
LWM - Si - Transfer Station
LWM- SWW Registration - Yard Trash. Composting & Chip/Shred
M
LW - UST' fltractor Certification
LWM - UST T
OCRM - Permit
OCRM - Direct 'tical Area Permit
OCRM - General 'tical - • ermit
OCRM - Joint Criti w Permit
OCRM -Ce
Other
tto
WPC - 1 Certificati
• - Agricultural Fa
•C - Agricultural Fa
WPC - Agricultural Facil
WPC - Aquaculture
WPC - Dams & Reservoirs
WPC - Domestic - Constru
WPC - Industrial - Constru
WPC - Interbasin Transfer t
WPC - Navigable Water P
• WPC - New NPDES or land pplication -Domestic
WPC - New NPDES or land PPlication "Industrial
WPC - New, Reissue WWTPor Expansion of WWTP
ion of WWTP - Domestic
WPC -New WWTP or E 'on of WWTP _Industrial
WPC - New WWTP or E omDesstic
WPC - Pretreatment WWTP omei
WPC - Pretreatment WWTP - application
al
WPC -Recessional NPDES or land d Flood Control
ity
ty - Domestic
- Industrial
on Permit
on Permit
WPC - Sediment, Erosion, Station
WPC - Domestic - derinp Station
WPC -Industrrial - r
WPC - Shellfish Project
WPC - Sludge/Septa otice of latent (NOT)
WPC - Storm Wat without Expansion - Domestic
WPC -Up? .
WPC - Up WWTP without Expansion — Industrial
Bureau of Air Quality
Bureau of Environmental Services
Bureau of Land and Waste Management
Bureau of Water Management
Division of Underground Storage Tank
Bureau of Radiological Health
ADDITIONAL INFORMATION provided.
made during the period of the report concerning a project, then the date of the decision is p
If an agency decision was g certification by the Office of Ocean and Coastal
that require a coastal zone management consistency
R addition, for projects arate notice is issued by the agency for these activities.
Resource Manaeemer't (OCRNn, a �P

•
n1(00 8-1,do
aevi4 / c C2 c S - 1.3T-
5,o S V I1 , 3 o 12 91),
s-4F
stAts 'ram K- 28oa cif-L. s
SY- (C'ooQ 4 r
PIMP -roNt-
'DO SJ-t-S
r- — o __
f fM
LR-c J5 ('/2
6,00
a
560j2�
r0
in- (o 4Triw
If = 2J/oo iPD ( ?) Ait31
(e`(LL (<str 74� �Ar S7-1-A)5 stone. Div/�, ba.stAi 7) /ik., S F
Grim t. kPf140& wr, n 3000 co_ kip, 7J:tNlc, u U DIsir .
Psi./4./,f 7 7fo 0. ¢ cis 3-----
a*A-9 ( t O.'S) 79L05 ' d,ICI C�.J
z a.5! cs5 (k5 1's .e.�_
----7°fr-
79cLA 7--- 6.2--To (_:3.,)
- l.1 ci5 (:-.)4-.)
0 .:: (1.'5)- 63 7.- 1./=, "I c_(,
P`°°1--
0:2A 4 F- Z &.23Z�r Z - Zd,% & .5-ce. Mc, z 6 vc.J�

A\42
4,40k D.
4A-tt co friAsAiD z-}-06) 4p1:.
[ct 51
go 02- 5-6
o C`Tzt D17-- gitA
_4170N))
•

NORTH CAROLINA
FORSYTH COUNTY
AFFIDAVIT OF PUBLICATION
Before the undersigned, a Notary Public of said County and State, duly
commissioned, qualified, and authorized by law to administer oaths, personally
appeared D.H. Stanfield, who being duly sworn, deposes and says: that he is
Controller of the Winston-Salem Journal, engaged in the publishing of a newspaper
known as Winston-Salem Journal, published, issued and entered as second class mail
in the City of Winston-Salem, in said County and State: that he is authorized to
make this affidavit and sworn statement: that the notice or other legal advertisement,
a true copy of which is attached hereto, was published in Winston-Salem Journal on
the following dates:
August 21, 2004
and that the said newspaper in which such notice, paper document, or legal
advertisement was published was, at the time of each and every such publication, a
newspaper meeting all the requirements and qualifications of Section 1-597 of the
General Statues of North Carolina and was a qualified newspaper within the meaning
of Section 1-597 of the general statues of North Carolina.
This 23rd day of August, 2004
,EitA
(signature of person
king affidavit)
Sworn to and subscribed before me, this 23rd day of August, 2004
My Commission expires: September 28, 2005
OFFICIAL SEAL
Notary Public, North Carolina
COUNTY OF FORSYTH
KIMALEYJOHNSON
My Commission Expires wa /06 3
st4
PUBLLC'NOTIC
STATE OF NORTH CA}OLINA
ENVIRONAIENTAI.�GF,MENI<.0 IN�ttSSIOWNPDES UNIT
1 7 t. sEavtt >rem ;
pTIORAL�E{IGH,gN�C 227769�9-1617
NCAOANPO041 W STEWATEtR PERtM -
Onthe basis IA thorough_also Mariew and ap, gf NC general S'tat-
ut 1 the 56 i8W 9$S00 and�cther
posesto CB
NPiI • 'ram i !
NP dischan
'torn the date of tf s a t w
30 rtoMPd A ,. i ,urn
tothat date . ln `{ .p *.
We to hold a receive asignifc ant degree of p c . • ` f t -, -
Cops of the draft permit and other Napo Information on ffs used
to detarm no condi io ' presont t�n• the draft resat; 0 re-
r sts oltay � oft _. A+faa oa 'Otqfde ONO
trio n o the NE! o fikwe
address or call.Ms Carolyn Bryant at (919) o 11520.
Please Include the NPOES perm Horn ( in Ural -
pan. Interested persons may also vi§ en at
512 N. est, Fta1. f .1 t (ipura.f;
8:00 a.m., m. to ,4 I 1;
Stokee Coupty, of E , Hsi *hod, Om.Bolt 9 Danburtyy 270 ha, a IDES permit
. na.r. Pine Han, N ' (44 ?PPorrn
low the . .:• , . of0.004 MG _
s�dua! e oolA rrer b ody pHs��wad
:... VtAt.
ch may Moro llpIlis pordori of the ' River
BaThe Town of kinville (P.). Box3211 000001,t41ZTO1� ed
for renewal of NPDES permit �`{1hepork in
Yadkin CwNy. Ttls pemiatad . d peated to
the T Crown the YadJdi Dee }WO'ate EOO,
and TSS are water Hinited. This . . may alto -
cations in this portion of Yedldn Pee B
Basset Fuintica�b tndu (P.O. Box 887, IMt. Airy. has ap-
perrrdt f 7$44 forr ili0 re
fad County. the Y
��A 0.018 0 800
t� • Writ Pee ge_y
1toff ram" e Nader qualitytimaed. This discharge may affect future dealt its t isarportion of the
Yadldn-Pee Dee River Basin.
WSJ: Acust 21, 2004

NPDES APPLICATION FOR PERMIT RENEWAL- SHORT FORM D
To be filed only by privately -owned dischargers of 100% domestic wastewater (<1 MGD flow)
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-161
http://h2o.enr.state.nc.us/NPDES/
North Carolina NPDES Permit Number
1. Contact Information:
NC00'j7f o
Please print or type
ECEOVE
MA1( 1 4 2004
DENR-WATER (DUALITY
POINT SOURCE BRANCH
Facility Name P hl.V- L �Y W Q
Owner Name 50
�� '/'_ ._.
f Street Address p113
CityWhams-rCnvs, kL 1
State / Zip Code tq. e.. 270(60
Telephone Number (334, ) 593-. 6144,
Fax Number (53G) 533 - 344 I
e-mail Address
Operator Name 4d�R s
Street Address 16 Der S-j.
City�31L1.E: N. G.
State / Zip Code N. C f 2426,
CountyRCF-=�c.1n
L 4
Telephone Number
( 336,) 99% - 2.1341
2. Location of facility producing discharge:
Check here if same as above
Facility Name (If different from above)
Street Address or State Road
City
State / Zip Code
County
3. Reason for application:
Vie23 P1>gret.c>
P,,.>; L_
Expansion/Modification * Existing Unpermitted Discharge
Renewal New Facility
* Please provide a description of the expansion/modification:
R„".a b Ibiz (X L Pimps
2. U�l. 7iSwF c�Zcfr.4
a.= C.a rtae _ at.3114,LX.
4 631.4-rds)
Page 1 of 3 Version 12/02

NPDES APPLICATION FOR PERMIT RENEWAL- SHORT FORM D
To be filed only by privately -owned dischargers of 100% domestic wastewater (<1 MGD flow)
4. Description of the existing treatment facilities (list all installed components with
capacities):
SEpnG TAn114..
Cit,sw‘ TANK. W/S►pbel4
qinip TAAK6clunt. entkp.$)
ars.,5bV2E I,MXhFet.p
Cowan -tom. rgena $
-- /G.
.qa20ice'►
5. Description of wastewater (check all that apply):
Type of Facility Generating Wastewater
Industrial
Commercial
Residential
School
Other
ItOP rti-TEX.4.412:X.391 (gilatts.19
Number of Employees
Number of Employees
Number of Homes
Number of Students/Staff
Describe the source(s) of wastewater (example: subdivision, mobile home park, etc.):
/ 30t
6. List all permits, construction approvals and/or applications (check all that apply):
Type
RCRA
UIC
NPDES
PSD
NESHAPS
Permit Number
Type
Non -Attainment
Ocean Dumping
Dredge/Fill Permits
Other
Permit Number
7. Number of separate wastewater discharge pipes (wastewater outfalls):
ijg
8. If the facility has multiple discharge outfalls, record the source(s) of wastewater for each
outfall:
MBA
Page 2 of 3 Version 12/02

MAY-11-2004 01:14PM FROM -STOKES CO SCHOOLS OPERATIONS DEPT +591 7920 T-205 P.005/009 F-T41
NPDES APPLICATION FOR PERMIT RENEW
To be filed only by privately -owned dischargers of 100% domestic ORT FORM
wastewater (<1 MOD flow)
9. Name of receiving stream(s) (Provide a map showing the exact location o' each outfall):
/tJ' �ut, falt1-
•
10. Is this facility located on Native American lands? (check one)
YES 0 NO
si
I certify that I am familiar with the Formation contained in the application
and
the best of my knowledge and belief such information is true, complete, and a cur that to
orate.
Dvc J. 1213126.
Printed Name of Person Signing
DI eeC;r2)g, `"l e:PgrATL°ik)s
Title
Signatur of Applican
Date Signed
North Carolina General Statute 143-215.6(b)(2)
provides rovides that: Any person who knowingly makes any false statement representation,
certification in any application, record, report, plan, or other document Iles or required to be maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate
any
recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the Environmental
Management Commission implementing that Article, shall be guilty of a misdemeanor punishab'e by a fine not to exceed $10 000 or
imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishment by a line of not more tha by
imprisonment not more than 5 years, or both for a similar offense.) n $1t?,000 or
Page 3 of 3
Version 12102

NCOO
ENGINEERING ALTERNATIVES ANALYSIS (EAA)

ENGINEERING ALTERNATIVES ANALYSIS (EAA)
I. GENERAL INFORMATION
A. Project Identification:
Pine Hall Elementary WWTP
Stokes County
1400 Pine Hall Road
Pine Hall, N. C. 27042
[phone]
Bob W DeWeese, Environmental Engineer
N. C. DPI, Plant Operation Section
301 N. Wilmington Street
Raleigh, N. C. 27601
[phone]; FAX [phone]
B. This elementary school has been operating under a
local health department subsurface Permit issued
by Stokes County. Due to previous failures the LHD
designed a Pressure Manifold/ Conventional System
that was installed in May 03 by a local contractor
for $15,000. The new system has failed
catastrophically (photos attached).
The proposed projects would be for a wastewater
system for 250 students, therefore:
250 students x 12 GPC = 3,000 GPD
Note: The addition of flow conservation devices
would reduce the daily flow by -20% (max.).
3,000 GPD x 0.80 = 2,400 GPD
C. Existing facilities:
Septic Tank -8,500 gallons —adequate
Dosing Tank -2,800 gallons —adequate
Sand Filter (42' x39') 1,600 SF --adequate
Pump Tank(dual pumps) -400 gallons (too small)
(Schematic is attached showing layout. There is
no historical effluent data to demonstrate
treatment efficiency.)
D. Construction will not be phased.

G. Reuse
(See E above)
Facility is on "pump and haul" status per LHD.
Phased schedule is not applicable.
II. EVALUATE DISPOSAL ALTERNATIVES
A. Connecting to POTW by F/M
1. -5.7 miles (30,096') of 3" PVC F/M
2. Dan River Crossing (-130')
3. Two small creek crossings (-150')
4. Three road borings (-240')
5. Pump Station (dual pumps)
6. Clean -out at 1,000' intervals
7. Connection Fees
8. Engineering Fees
9. Contingency (10%)
TOTAL
Annual operating cost
Connecting by Gravity Sewer is economically
unfeasible. Propose using DOT ROW on US 311.
IF
$361, 152
32, 500
30, 000
24,000
25, 000
15, 000
2, 500
GRATIS
50, 000
$546,152
$ 2,700
B. Connecting to private treatment works N/A
C. Individual subsurface system N/A
Local Health Department Report is attached detailing
soilConditions at the school and the local area.
D. Community Subsurface N/A
E. Drip Irrigation (surface and subsurface) N/A
Local Health Department Report is attached detailing
Soil conditions at the school and the local area.
F. Spray Irrigation N/A
(See E above)
N/A
H. Surface water discharge:
Eurins Creek at bridge on SR 772 -0.3 miles from
existing WWTP. Use the existing Septic Tank, Dosing
Tank, and Sand Filter. Upgrade to a 3,000 gallon pump

tank, dual pumps/duplex controller, UV disinfection,
and control building (10' x 12'). Preliminary 7Q10
from USGS is -0.4 CFS Maximum (-258,000 GPD) at this
site which is classified WS IV. Propose to .use NCDOT
ROW on Hwy 772 to bridge at Eurins Creek.
1) Assuming secondary limitations with an ammonia
limitation, if any, greater than 15 mg/1:
1. -0.3 miles of 3" PVC F/M
2. 3,000 gallon PS w/dual pumps
3. Control Building (10' x 12')
4. UV -Disinfection System
5. Miscellaneous Piping
6. Electrical
7. Engineering
8. Contingency
TOTAL
Annual operating costs
$23, 760
10, 000
3, 000
5, 000
1,200
1,500
GRATIS
4,600
$50,460
$11, 625
2) Assuming tertiary limitations with an effluent
limit of BOD-five day and Ammonia -Nitrogen of 5 and 2
mg/1, respectively:
1. -0.3 miles of 3" PVC F/M
2. 3,000 gallon PS w/dual pumps
3. Control Building (10' x 12')
4. UV Disinfection System
5. Conversion to Recirculating SF
6. Miscellaneous Piping
7. Electrical
$23, 760
10, 000
3, 000
5, 000
9, 850
1,500
2,000

8. Engineering GRATIS
9. Contingency 5,500
TOTAL $ 6 0 , 610
Annual operating costs $13,200
III. CALCULATING PRESENT VALUE OF COSTS FOR EACH OPTION
Assuming 8% interest and a life cycle of 20. years
A. Pump station/Force main to town
PW = Present cost + Annual Cost
PW = -$546,152 + (-2, 700) (9. 8181) = - $572,660
B. Discharge to Eurins Creek
(Secondary limitations)
PW = -$50,460 + (-11, 625) (9.8181) = - $164,595
C. Discharge to Eurins Creek
(Tertiary limitations)
PW = -$60,610 + (-13,200) (9.8181) = - $190,208
Costs for construction were derived from the following:
1) RS MEANS
2) Costs of recent facilities
3) Best Professional Judgement
Costs for operation were derived from actual costs Stokes
County is paying for operational and analytical services
from R&A Laboratories of Kernersville, N. C.

USGS 7Q10 ESIMATE AT EURINS CREEK

Bob DeWeese - Low -flow characteristics for Eurins Creek near Pine Hall (Stokes County) Page 1
From:
To:
Date:
Subject:
Mr. DeWeese,
"John C Weaver" <[e-mail]>
<[e-mail]>
11/25/03 2:28PM
Low -flow characteristics for Eurins Creek near Pine Hall (Stokes.County)
In response to your inquiry concerning low -flow characteristics for Eurins
Creek near Pine Hall in southeastern Stokes County, the following
information is provided:
A check of the low -flow files indicates that no site -specific data is
available for Eurins Creek and that no low -flow characteristics have been
previously estimated for this stream. In the absence of data, the low -flow
characteristics determined at nearby locations are expressed in terms of
yields (cfs per sqmi of drainage area) and averaged to determine a yield
that may be appropriate for the ungaged site.
According the drainage -area maps in the District office, the drainage area
is estimated (based on visual inspection of site's location relative to
nearby locations with known drainage areas) to be about 6 sqmi. The
average yield determined from three nearby partial -record sites having
records of miscellaneous measurements is estimated to be about 0.075 cfs
per sqmi. Applying the drainage area to this yield results in at 7Q10
discharge estimate of about 0.4 cfs.
As discussed on the phone, one of the uncertainties associated with this
particular estimate is the recognition that much of the Eurins Creek basin
is underlain by Triassic basin, a geologic region where soils typically
have very low infiltration characteristics. Correspondingly, streams
underlain by this particular geologic region have been shown to have very
little to no potentials for sustained base flows during extended dry
periods.
Examination of the NC Geologic map suggests that parts of two
partial -record sites used to determine the average yield are also located
in an area underlain by the Triassic basin. However, until sufficient data
becomes available for locations on Eurins Creek, it may be appropriate to
qualify the 7Q10 estimate as a possible maximum value that may occur. It
is possible the actual 7Q10 low -flow discharge may be lower in view of the
above considerations. But an assessment to determine a lower value cannot
occur until such data for Eurins Creek becomes available.
Hope this information helps.
Thank you.
Curtis Weaver
J. Curtis Weaver, Hydrologist, PE
U.S. Geological Survey
3916 Sunset Ridge Road
Raleigh, NC 27607
Telephone: [phone] II Fax: [phone]
D, 4. 014_
(.45, g
v, Iko.t l l M c'4- it)
U Sz (o M

FLOW SCHEMATICS OF ALTERNATIVES

1
AP 6iZM ai —
‘,.......................
la
.-------
i
Cx10711/416 5'?3TEM
ar.5
-----",..-
•..-----;-.' 02'

634)
SE-MCK
RS
StNO flL1�R
CT1)
w
;:h fl5F)
I_ f D P/S it..1\10 F/M 1Z) V��LNUr C
arcs

Cvo1i& NM,.
stwD Pic1Eqt/dZ150
sPw
z. D5cHAPJ C:5ECa1ilRY) -rD 191121Kis cam.
ors

1).1scun.C-Wil�ax)
MIS

PHOTOS OF NITRIFICATION FIELD FAILURES

•
r
rrr
•
Ss'~•. ,� • • !y.• SeT YY .
;q s•
��.• :66. Y'_.,
' , . 7,
• 4 -
'} ►';':;,SFr;:..
mo;�j'ir ••/ .�.: .•
1,4
-t: I. •.• ...� -"[c�.t l�S' -_.ray ' _ • , • 1 r t vt_ -
•t'
•
•' 4
•
• „ r
•• '�. • •i a' .• •
r- •• 1' 'ii�,•
• • •
•
7
•
•
.
•
:it• .
II •
••
J �•
.♦ . I1.•
♦ - . -
. . w •
•
•

rr
.l.
rt.
•
•
.•.�� 1 ��\ ` ..�+fir
•
r .. •te♦ .
•
•
• •
M
•
• d

••••••.ppt
-
• '...
• t . -PI . ff -....tii-IF '
4, ...• • .. „...-.,4 .` C! ;J.1--. • •-• .. 0 ...-;1;_l • . • VI-*'z;3; • .. - • -.."1 - • - - - .....,
2:k. As ...,- '',:-.--,.' •• :vi; . - %,• .- ,-- i7.`k:„.z, ' •„,,'-'-. , 4, •
..... - : ..1•••••• ---' — ' . , :4 , '.:.i.,.., 1,- .4.• '' ' .1-- -,
J.
••477.4.4,
h.•
1140 IP IC
;S•4
; • F'ke :
•
:11•74 1.
.st if V,i4; . •
• ••• • .
• .
k 7 ,t•-• •••• - tf
41Mii-17.4e0; rt. '114,, 1,•?"' .1.'101061 nett woor.t.tor ot.
- . . • • . ' ,*, ' • .7. :••••,.c..t•-•-•11.9`..P)"..?—• • 'C"
'- • " • .".. • - • tin,.
• • - - - , •••• . •
74.; 7 •
. - • _ -
' • • • ' 4, ; .
• - •
' •
•
•1••••1' . • t
••••• • • -
•••••=••
• . .
•

•
. 1•' . vc•.. -..
;:rit % •"ft .: ;
•
•
11+�,
•
•
�•i•'� 01't^ yi"i } ° . �4• M • tt s� •�y7'� %S tL.L'r f 7�.• �K
.-,.{"�1t,7..�?'ind+sC.�Y•fi 2�1.�F.. - LsaJ -.�..k 5��� �•. � •. s� _:
•

MAPS OF PROPOSED ALTERNATIVES

�����•� - l limo Yr cu s topographic Map
Page 1 of 1
to
ozon
Get a Map
Plage namgcPaR h
peamai dg8rges�
TM rd
Download Maps
lio_poF g Login
Abou T oFactory
SoOficatiQui
How to...
G_ et digital data
Link to us
What's New?
Press rel_easgs
New @opoZone
Awards
Help
Mapiips
Top) map sylr ols
FAQ
Support
Pri_v_ayy_pglicy
0
0
0.3
0.2
%� ,:� :'' :.. ..- - +� --=� �:�,,' ',� ,;.-' Ta k",� • this n
-F 'O R"~E 'S\T' ni!sr ..:• 1, �: :'�'.• I
�r _� - , ,_ ; .. ; •. l
UTM 17 586026E 4020388N (NAD2
Belews Lake quadLo d Infol
0.6
0.4
0,9
0.6
1.2
C.3
1.5kx
1 ni
1)1-1A�-�'� , r IZI us CREEK-- AkID I-kr 772
The TopoZone is produced by Maps a la carte, Inc. - Q 2000 Maps a la carte, Inc. - All rights reserved. Use of this site is governed by
Tes ojjj_se. We care about your privacy - please consult our Privacy Statement for details.
.../map.asp?lat=36.32649506292186&lon=80.04158311037578&s=25&size=l&symshow=n,10/ 17/2003

Qo L4L
Moores
• s y� N Springs
7017
a ic3.
NOO.�
r3
•G ROCK
7E PARK
:v
'996
Neatmen
. 11.42
Cs 01s
7..
4601 Pass
r..1 1313 . wt}!• 1660 S ., i {.
-.• . ' :e33 6.1esoG _
.� ,tt ,�'? 1.637
1 ;' .e 6
2 Ie33 41614
lee•
/' \ T
1665
1e3e
.ti 1�77 .3
r ieae — 1ee3
\•
te77
ce•
.7•". \ilii
to
3017 .0
7010
701. .497
:c10
Flat Shoal
7 :yes ' • 1 o3.Resebud 51
VA,. 1 s n v_a3. ' « Meade.. ook •�
• iv.e woe its? was F.eId(,-•
• 1v.e � -, `yow. WALNU1r'
:osl 1 :\'• 4. COVE 1 ,•,,,e
e, �\ 1 imp 707•« 1 2411 !� iyto•0 i > 'Pc, I.1 y '
' ., a iM h S i s • +'
e — 1
• .44 lo! _ ,— Brook Care III?'
!:
LW r``1 ' 3033 b v.l ,` 6 iecp ye a
\t % Fork OFF
•
Oa. 01,042e
.63.
•
t 7 ,72
1073
Dadgeto..n
Sonar
R•e g e
s 1
(77
«N 1.4,1
. N. ..3 3 1.3 • ..• .
"'J 103,.
•
1636
r+�a
1e.1�
Q'1637
Ova
8 169)
1ee. r _ 1640
Pow
e Itia:I
f• Ie33
J•a •' k . 1113 G(R e ON
�O STOKES CO. le
/ ! FORST'TH CO. 0
°_
P.
, 19::
1933
1vw(
0
.63:
o C 0 U N T°sue Y.f
R.,of
i1O D1
� �i•.mi
O
1ee31
•
se ;1eas1
f 4.
t.
36 30
I_
-sr 7)3,' TO STONEvtLE .�
0
v
36 73
:6 7C
0
cc
GUILFORD
COUNTY
4-LVIEb FAA Tb aeQuFt all lb
\k/Aajtrr CaE.
11)) \46 •
,...

MAY-I1-2004 01:14PM FROM -STOKES CO SCHOOLS OPERATIONS DEPT
•
+591 7920 T-205 P.007/009 F-741
SOILS EVALUATION BY STOKES COUNTY
HEALTH DEPARTMENT

MAT-11-N04 01:15PM FROM -STOKES CO SCHOOLS OPERATIONS DEPT +591 7920
T-205 PP.008/009 F-741
• STOKES COUNTY HEALTH DEPARTMENT - ENVIRONMENTAL HEALTH SECTION -
• PROPERTY EVALUATION
PPLICANT &bikes ec. Sthc2L1c(v,
DCATIQN ( *di
Prowe
andscape
Position
Slope %
1
k,5
40.(1 SC.1) 00 1 TAX MAP # 99-
4/3.20
DATE • 1 O f O/o 3
Profile
Horizon Structure Consistence
Depth Texture Mineralogy
0-I ! "
107,
©-23"
Soil
Wetness Soil Depth
Color
ds� vpgXp
5
:l064
e Positions
.0 Concave Slope
:V Convex Slope
w Drainage Way
)S Debris Slump
P Flood Plain
'S Foot Slope
i Head Slope
Linear Slope
4 Nose Slope
1 Ridge
> Shoulder Slope
Terrace
Saprolite Restrictive
Class Horizon
MciHes al I tine Ulay c(ewh
xhrculy ugh
bL'o-(Live/ 4-o
5c t'I oral
ChMc r c uaica Less-revij t•K -
a' k U•1)5U -ch w i v e tc ao;( chetruCkr S�cS -*al-
its
Landsca. do ii 0'j" �i���CC�t��.
Consistence - Moist
R Very Friable
i Friable
Firm
!I Very FimvVery Sticky
'I Extremely Firm
Structure T . e
G Single Grain
M Massive
CR Crumb
GR Granular
SBK Subangular Blocky
ABK Angular Blocky
PL Platy
PR Prismatic
Consistence - Wet
NS Non -Sticky
SS Slightly Sticky
S Sticky
VS Very Sticky
NP Non -Plastic
SP Slightly Plastic
P Plastic
VP Very Pt
Plastic
i 1 I
Soil Texture
Group Class
i S Sand
LS Loamy Sandm
II SL Sandy Loa
L Loam
lil Si Silt m
SiCL Silty Clay Loa
CL Clay Loam
SCL Sandy Clay Loam
SLC Silt Loam Clax
IV SC Sandy Clay
SIC Silty Clay
C Cla
0 Organic
rs Mine
NEXP Non -expansive
SEXP Slightly Expansive
EXP Expansive
I LTAR
1.2.0.8
Max.
Trench
Depth
08-0.6 LTAR
0.4-a1
Class
LTAR
US
US
None
System
Type
Re • it
S em
ype

MAY-11-2004 01:15PM FROM -STOKES CO SCHOOLS OPERATIONS DEPT +591 7920
LEcXLIN1)
use thefollowin standard abbreviations
T-205 P.009/009 F-741
E 1TION
C (Concave Slope)
V (Comex Slope)
(Drainage Way)
S (Debris Slump)
' (Flood Plain)
(Foot Slope)
(Head Slope)
(Linen Slope)
(Nose Slope)
(Ridge)
;Should Slope)
Termee)
"Adjust LT
'NDEPTH
PMOFPILL
STRICT7VEHORIZON
'ROUTE
Z Fria- NE7s
ISSIFICCION
iatian ofsapralire shall be by pi
rezz
I
III
(v
soU.
S (Sand) 1.2 - 0.8
LS (Learn), Sand)
0.6.0.4
S �� y Loam) 0.8.0.6
L
CONVELMONAL LPP
9 w
Arts LTA(•
None Norte
AR due to depth, consistences, structure, soil wetness, landscape, position, wastewater flow and q
In inches below natural soil surface
In inches from land surface
Thickness and depth from land surface
S(suicable) or U(unsuitable)
Inches from land surface to free water or inches 5vm laud !Odaee to soil colors with chrome 2 or
S (Suitable). PS (Provisionally Suitable). or U (Unsuitable)
ts
netts Acceptance Rate (LIAR): galldhy/&
Show profile locations and a_ther site reatures(dimensions. reference or benchmark. and North).
i
Si (Silt) 0.6 - 0.3
SiCL (Silty Clay Loam) 0�= - 0.1j
CL (Clay Loam)
SCL (Sandy Clay Loam)
SiL (Silt Learn)
SC (Sandy Clay) 0.4 - 0.1 0.2 - 0.05
sic (Silty Gay)
C (Clay)
0 (Organic)
I NERALOGY/
ssaatzgarx
SE (Slightly
aesive)
ugh y Expansive)
lE (Expansive)
MOIST
vFR (Vary Friable)
FR (Friable)
FT (Firm,
VIT (Vary Finn v. Very 9tickyr
(Esvetnely Fins,
talky.
13'gi6e(vi
Co
paroo)
nailed%
xisLmom
G (Single Grain)
M (Massive)
R (Granular)
SBK. (Sub:again Black/
AB . (Aagal*r Blocky)
PL (Platy)
PR (Prismatic)
WET
NS Lves corky.
SS (Srstmly Sticky)
3 (Sticky)
VS (vay Stick.)
Dlon-plastic i
SP (Sl ;may Plastic)
P (Plank)
VP (Very Prune)
less - record Mansell color chip designation
��.0 �c► �� ci d
eit°'
pI(\ Nall
School

ap://charles.weaver%40dwq.denr. ncmail.net@cros. ncmail. net:143/...
Subject: Pine Hall Elementary School (Stkes County)
From: Steve Tedder <[e-mail]>
Date: Fri,14 Nov 2003 13:48:23 -0500 4f/e
To: Charles Weaver <[e-mail]> ���
Hey Charles, `� / -
Hope all is going well for you\
Just wanted to give you a heads up. Last week I met with the Stokes County School
folks and Bob Deweese. They have a failing subsurface system at the Pine Hall
Elementary School. Just a couple months ago they spend'over $15,000 to expand the
drainfield (over 2000 feet of drainfield) and its a total disaster. The Health dept
should never have approved with the soils in the area. You will be getting a
request for Speculative Limits and then a permit application. They really have no
other nondischarge alternatives and they do have a good sized stream only a couple
hundred yards away. Hopefully they will get something like 30/30 so they can do
single pass and not have the additional expense of recirculating for additional
treatment. They are on a pump and haul right now as no wastewater can go to the
drain field as it surfaces immediately and would be a health concern as the field is
actually their playground .
So just a heads up.
Thanks
Steve
Steve Tedder
NC DENR Winston-Salem Regional Office
Division of Water Quality, Water Quality Section
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [phone] ext 259
FAX: [phone]
� arc ��rz-a o�
2(2�' — Yet. t lZ,�l t N S PazAk< s 5( ".r PSG) Dew
Sf UM I it bLt 2-
1 of 1 1 I /20/2003 8:12 AM