WQ0012501_Regional Office Historical File Pre 2018

February 7, 2005
Michael Poplin,
P. 0. Box 4239
Winston Salem, NC 27115
Subject. rescission of Surface Irrigation Permit
Permit No. WQ0012501
Vulcan Materials -Scale Bldg:
Mecklenburg County
To Whom It May once
Michael P. Easley, Governor
William Gl Ross Jr., Secretary
North Carolina Department of Envirorr numt and Natural Resources
Alan W , Klimek, P.E Director
Division of Water Quality
am=
MD-GROUNDWER SECTION
Deference is made to your request for rescission of the subject Surface Irrigation Pe pit. Staff`
from the Mooresville Regional Office has confirmed that this Permit is no longer required.
Therefore, in accordance with your request, Surface Irrigation Permit No.W OOI2 01 is
rescinded, effective immediately.
If in the future, you wish again to operate a Tan -discharge system, you must first apply for and
receive a new Surface Irrigation Permit. Operating a non -discharge ;system without a valid
Surface Irrigation Permit will subject the responsible party to a civil penalty of up to $25,000 per
days
f it would be helpful to discuss this matter further, please do not hesitate to contact the
Mooresville Regional Office.
Sincerel _. _
r
an W. Klimek, P.E. �
Wm edh
cc: Mecklenburg County Health Department
Mooresville - Aquifer Protection Regional Supervisor
Groundwater Protection.. Unit
Land Application Permits & Compliance Unit
Technical Assistance and Certification
A.PS Central Files
Fran McPherson., DWQ Budget Office
lfo hC rolina
North Carolina Division of WWatcrQuality 1617 Mail service tenter Raleigh, NC 7699-1617 Phone [phone] Customer Service
tntemet h o.enr.state.nc.us 512 N Salisbury St. Raleigh, NC 27604 FAX [phone];- 77--623-6748
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1
Michael Poplin
Vulcan Materials
4401 N Patterson St
Winston Salem, NC 27105
Dear Michael Poplin,
Michael FEasley, Governor
Williarn G. Ross Jr., Secretary
North Carolina Department of Frivironnieni and Natunit Resources
Alan W, Klinick, P.E. Director
Drvisron of Water Quality
mr nc'n-r ,, — '__ -
January 18, 2005
JAN 2 0 2905
MOORESVILLE REGIONAL OFFICE
Subject: Permit Renewal DWC�GROUNDWATER SECTION
Surface Irrigation
Vulcan Materials -Scale Bldg.
Permit WQ0012501
Mecklenburg County
As of this date our records indicate that the above -referenced permit, which was issued on
8/21/1996 and expires on 7/3 1/200 1, has not been renewed. It is both a condition of your permit
and required by 15A NCAC 2H.021 I to request a renewal of your permit at least 180 calendar
days prior to its expiration date,
Failure to applyfor permit renewal, and operation of your facility without an active permit may
result in the assessment of civil penalties of up to $25,000 per violation per day, in accordance
with North Caro I ina General Statute § 14 3 -21 5.6A.
Please respond to this notice within thirty (30) calendar days of its receipt, either by sub�rnittmg
the required permit renewal, application package or a permit rescission request letter to the
address below,
Mr. Ed Hardee
NCDENR-,DWQ/APS
1636 Mail, Service Center
Raleigh, NC 27699-1636
If you have any questions regarding this letter, please do not hesitate to call me at (919) 715-
6189.
Sincerely,
E ./1"
E. D. Hardee
Environmental Specialist III
cc: Mooresville Regional Office -Aquifer Protection Section
no
APS Central Files l4orthCarolina
Awfflully
Aquifer Protection Section 1636 Mad Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Interrict: hpp://h2o.cnr,statc.ne.us 2728 Capital Boulevard Ratei—ah, NC 27604 Fax [phone]
Fax [phone]
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rtnit Rescission
Information to be filled out b,v Central Office:
e
Facility Name: Vulcan Materials -Scab Bldg,
Permit Number: WQ001" t)l
Regional Office: Mooresville
Date Rescission Requested: I/225/2005
Pert -nit Expiration: /31/21
Received riairnal Request: `Central Office Regional ional Office
Form n a of Ree i ed l egane t Fetter Signed Annual Fee Invoice Other
Inforniation to be filled out bvaz12 please Check Appropriately:
Site Visit Perftr i d Ll Groundwater Concerns Ad ressc� 1
Render Decision rn for Rescission of Above e efer n ced Permit:
Nppr ved D Denied
Note: If approved this permit will becurne inactive in the'BIMS database rand veil[ not be billed
through ;t e division billing system.
Complete if proved: 191 Rescind In-imedi tell
Reason for Approval_ _ Its. It
CC -
Reason
Si -nature (if Certifier:
Date Certified:
Return Completed and i n'ed
in to the Aquifer Protection Program, Sectionm

0012 0 t
Subject: WQ#012501
Date: Wed, 02 Feb 2005 11: . 1 -0500
From: Peggy Finley <[e-mail]>
Organization 1 E1' R - Mooresville Regional Office
To Ed Hardee Ed.l ardee ctn il.nct
Vulcan Materiala - Scale Building
Drip Irrigation Systems
eck Co
Hey d
site visit on February 1, 2005 confirmed, that the facility was not
built. That tract of land is now a residential 'housing development.
[e-mail]
North Carolina Duet. of Environment & Natural Resources
Div. of Water QualityAquifer Protection Section
Irodell County Government Center
611 S Center St.,, Suite 30
Mooresville, NC 28115
Mph: {i } 35-- 15 Fax: [phone]
lac ,lam°i°irt� <21 . 1 r net il.11cl
NC DEN - Mooresville
Div. of Water Quality - Aquifer Protection Section
F
f
ry
w� w
I of (e 2/2/05 1138A

Williarra G. Rosa _ kcc retaara
North Carolina i tepaninern of Environment and Natural Resource's
Man W. Khmek, 111 Director
Division ofWater Quality
January 26, 2005
To: Ellen Huffman
Aquifer Protection
Mooresville Regional Office
From: Ed Hardee �
Aquifer Protection Section
Subject: Rescission Request
Vulcan n Materials -Scale Bldg, WQ0012501
Spray Irrigation
Mecklenburg urg Count
ANDNAB � RESOURCE
RECEIVED
ILLE REGIONAL OFFICE
DWQrGROUfg)WATER SECTION
The WQ Central Office received a letter from Vulc m Materials is Company stating that this facility
was not constructed. Can verify that this facility was not constructed` I have attached a copy of
the letters with a permit rescission form for information to determine if a rescission can be
issued.
If you have any questions on this matter, feel free to contact me of t) 16-61.
ta�G
Tw rks�'tlt{'asc axla st:'t
Aquifer Protee irm Section 1036 Mail °iery ice Center Raleigh. `aiC 27699-1636 Phone (919) 7 3_a 3 M C'uaktorner Service
Internet htttsWh2o.en.s1ate.nc us 2728 Ca pit.al l3aUev and Raleigh, NC 27604 Fax (919) 715-O."g l - 7-623•674§
Fax [phone] s
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MaWrials Company
January 25, 2005
Mr. Ed Hardee ry
North Carolina Denartment of Environment and Natural Resources
Division of Water Quality
Aquifer Protection Section
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Subject: Vulcan Materials, Company
Proposed Northwest Mecklenburg Quarry
Permit Number WQ0012501
Mecklenburg County
Dear Mr. Hardee:
In response to your letter dated January 18, 2005, please be advised that Vulcan
Construction Materials notified your agency on June 7, 2001 of its decision not to
develop an operation at this location and that Vulcan would not renew the
aforementioned permit.
Enclosed is a copy of the June 7, 2001 letter stating Vulcan's intent not to renew the
permit for your ref6tence.
Should you have any questions or require any further information in the above matter,
please contact me.
Sincerely,
Tim Knopf
Environmental Engineer, Southern Region
C: Mike Poplin
MIDEAST DIVISION, VULCAN CONSTRUCTION MATERIALS, LP
RO. BOX 4239 * WINSTON-SALEM, NORTH CAROLINA 27115-49 # TELEPHONE [phone]

pppppp
A)
vu
un
SwF
.AMated
Nuns 7, 2001
s. Thelma Williams
State of North Carolina
Department of Environment d Natural Resources
Division of Water Quality
Non- Discharge Permitting
1 171! all Service Center
Raleigh, forth Carolina -1 1
ProposedNorthwesto n 11 r' 1
Subject: Vulcan Materials Company
loknla
urg Quarry
Permit Number WQ0012501
.
Mecklenburg o �
Dear Ms. Williams:
In response to your agencies letter d May 10, plea.e be advised that we have decided
to not to develop an operation at this location. Vulcan will therefore not be renewing the
aforementioned permit.
Should Von have any questions or require h information in the above matter,
please contact me.
Sincerely.
Tim Knopf
Environmental Engineer, Southern Region
C: Rodney Hobbs
Mike Poplin
MIDEAST DIVISION, VULCAN CONSTRUCTION MATERIALS, LP
@HOC BCX 4239 # WINSTON-SAL M, NORTH CA€ OL.INA 27115-4 39 -TELEPHONE [phone]o3

111�11 mil 11 11
Permit Number
OU 12501
Facility Name
Vulcan Materials -Scale Bldg
Contact
R.M. Poplin
Mail Address
4401 N. Patterson Street
Winston Salem NC 27105
region
MRO Mooresville
Rey Gleason
4) 663-1699,
county
Mecklenburg
sect paid
region verify
RO contact
Permit Expires
/ 1/2001
Date Requested6/7/2001
Signed Acknowledge
/13/
Sign final letter
comment
�
Sims
permitStatus Active
PeralitType Spray Irrigation Disposal ( Surface Irrigation
owner ro ni ati n acne Vulcan Materials Scale Bida
Request
PERT ITTEE
DIVISION
Request Description
PERMIT COVERAGE CHANGE
OWNERSHIP NERSHIP HAI E
ATTACHED TO CITY SEWER
0 OUT OF BUSINESS
NEVER CONSTRUCTED
0 REGULATORY CHANGE
SUBSURFACE SYSTEM USED
0 NOT OPERATIONAL_
0 ISSUANCE MISTAKE TAI E
NO DESCRIPTION
CRIPTIO
ALLOW W TO EXPIRE
Administrative Action
REVOKED
DENIED
RESCINED
P R CVw w
ISSUED W1/1996

State f North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael
William �0. Aciss Jr., secretary
May 11, 21
R.M. POPLIN
VULCAN MATERIALS -SCALE ELD
4401 N. PATTERSON STREET
WI TON SALEM, NC 2710
Subject; PERMIT NO. WQ0 12 01
I EC1CLENBURG COUNTY
T
Dear Perrtaittee
Our files indicate that the subject permit issued on 0 /21/ 6 expires on /2 /01. We have not received a
request for renewal from you as of this date.
A renewal request shall consist of a letter asking for permit renewal and four (4) copies of a completed
application. For permitted facilities with treatment works, a narrative description of the residuals management
plan: which is in effect at the permitted facility, must also be submitted with the renewal application.
Applications may be returned to the applicant if incomplete.
The General Assembly passed legislation incorporating renewal fees into the annual fee.
Please be advised that this permit roust not be allowed to expire. You roust subirrit the renewal request at
least 180 days prior to the permit's expiration date, as required by the 15 i C>AC"':2H .0211. Failure to request a
renewal at least 180 days prior to the pe ait expiration elate and/or operation of a facility without a valid permit
naky result in the assessment of civil penalties, NCGS 1 2-216.6A allows for the assessment of Civil penalties
up to $10,000 per violation per day.
10
The letter requesting renewal, along with the completed Non -Discharge Permit pplic ion must be sent
Division of Water Quality
Non -Discharge Permitting Unit'
1617 Mail Service Center
Ralei hp North Carolina ° pw 161
1617 flail Service Center, Raleigh, North Carolina 27 9-1 1'
n Equal Opportunity Affirmative Action Employer
Telephone 919- - Q83 FAX 91 -7 -0 19
50% recycled/ 10% post -consumer paper

If you have any questions concerning this matter, please contact Thelma lilliar t
l9 733-5083 extension 556.
Sincerely,
z
�r H. Colson, P.E., Supervisor
Non -Discharge har Permitting Clean
: Mooresville Regional Office
Central piles

Uulcan
Materials s - ',)t.1 •;
OCT 7 1997
October 06, 19,97
Kim H. Colson, PE. Supervisor
State Engineering Review Group
Division of Water Quality
P.O. Box 29535
Raleigh, NC 27626-0535
e: Permit No. WQ0012501
Proposed Northwest Mecklenburg
Mecklenburg o
Dear Supervisor,
In response to your letter dated September 23, this is to advisethat we have net begun construction of the
permitted facilities. While a firm schedule does not presently exist, we will advise your office upon
beginning and completingthe pennitted facilities, fuffilling aU permit requirements.
Should you have questions or require er in tan m the above matters.. please contact me
Sincerely,
7er.
Mik
e Poplin
Environmental Engineer
x. Rex Gleason, Mooresville Regional Office
Wes Webb, Alley, Williams, Carruen and King
Toomas Carroll
M€ [ ,' MVIOON ::} BOX 4239 - WCNTC. N SALE 1, NORTH .`..TA?R4.:,&_€NA 271 1 I ^-4239 TELEPHONE [phone]

August 21, 1996
Mr. R. M. poplin, Environmental Engineer
Vulcan at rids Company, Inc.
440 1 North Patterson Street
Winston-Salem, North Carolina 27105
IN
;
Mecklenburg, County Health Department
Mooresville Regional Office,, Water QualitySection
Training and Certification Unit
Facilities Assessment Unit
E 99
E
Subjects Permit No. WQOO 12501
Vulcan Materials s Company, Inc.
Scales Building
West Mecklenburg Quarry
Commercial Wastewater
Drip Irrigation Facility
Sincerely,
A. Presto4oward,

NORTH CAROLINA
ENVIRONMENTAL TAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
ALA I H
DRIP IRRIGATION PERMIT
n accordance with the provisions of Article 21 of Chapter 1, General Statutes of North Carolina as
ended, and other applicable Laws, Rules, and Regulations
PERMISSION IS RA TO
Vulcan Materials o
Mecklenburg Cotint
FOR T
This permit shall be effcctive from the date of issuance until July M, 2WI Sul hereby void Peuttit N
No. WQ001215011 issued August 9,1996, and shall be subject to the following specified conditiongand
limitations: I
I PERFORMANCE STANDARM
L Upon completion of construction and Prig to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with this permit:, the approved plans and
specifications, and other supporting materials. Mil the Certification: to the Water Quality
Permits and Engineering Unit, P.O. Box 29535, Raleigh, h, NC 27626-0535.
The. Mooresville Regional Office, telephone number [phone], shall be notified at
lust forty-eight () hours in advance of operation of the instilled facilities so that an in -
place inspection can be made. Such notification to the regional supervisory shall be made
drain, the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday,
excluding State Holidays,
_ , The drily irrigation facilities shall be effectively maintained and;operated at all times so that
there is no discharge to the surface waters, nor any contamination of ground waters which
will render therm unsatisfactory for normal use. In the event that the facilities fail to
perform satisfactorily, including the creation of nuisance conditions or failure of the
irrigation area to adequately assimilate the wastewater, the Permittee shall take ininiediate
corrective actions including those actions that may be required by the Division of Water
Quality, such as the construction of additional or replacement wastewater treatment and
disposal facilities.

in
4. The issuance of this pennit shall not relieve the Permittee of the responsibility for d amages
to surface or groundwaters resulting from the operation of this facility.
5 The sand media of the surface sand filter must comply with the Division's said
s c.ifications. The engineers certification will server as evidence that these specifications
have been met.
n A leakage test shall be performed on the septic tank and dosing tank- to insure that any
exfiltration occurs at a rate which does not exceed twenty t gallons per twenty-four (24)
hours per 1,000 gallons of tank capacity. The engineer's certification will serve as proof of
compliance with this condition.
If excavation into bedrock is required for the installation of the septic tank, or sand filter, the
pit shall be, Iined with a 10 m'l synthetic liner.
sanitary tee shall be installed on the effluent pipe of the septic tank. The engineefs
certification will serve as evidence that these specifications :have been met.
9. The residuals generated from these treatment facilities must be disposed in accar ee with
General Statute 143-215.1 and in a manner approved by the North Carolina Division of
"water Quality,
to. Diversion or bypassing of the untreated wastewater ater from the treatment facilities is
prohibited.
1. 'ghee following buffers shall be maintained:
a 100 feet between wetted area and any residence or places of public assembly under
separate ownership,
b 5 i`feet between wetted area and property lines,
cl 100 feet between wetted area and wells,
d 50 feet between wetted area and drainagewways or surface water bodies,
e 50 feet between wetted area and public right of ways, d
100 feet between treatment/storage units d y wells,
50 feet between treatment units and property lines.
JIL
I The facilities shall be properly maintained and operated at all times. -
suitable vegetative cower shall be maintained,
. Irrigation shall not be performed during inclement weather or when the ground is in a
condition that will cause runoff,,
4. Adequate me asures shall be taken to prevent wastewater runoff from the drip field,
5. The facilities shall be effectively maintained and operated as a non -discharge system to
prevent the discharge of any wastewater resulting from the operation of this facility,
2

6. Upon classification of the facility by the Certification Commission, the Pen-nittee shall
employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of
the wastewater treatment facilities. The operator must hold a certificate of the, type and
grade at least equivalent to or greater than the classification assigned to the wastewater
treatment facilities by the Certification Commission. The Permittee must also employ a
certified back-up operator of the appropriate type and grade to comply with the conditions
of Title 15A, Chapter 8A, .0202, The ORC of the facility must visit each Class I facility at
least weekly and each Class 11, 111, and I" facility at least daily, excluding weekends d
holidays, and must properly manage and doorment dailye an
operation and maintenance of the
facility and must comply with all other conditions of Title I 5A, Chapter 8A, :0202,
7. The application rate shall not exceed a cumulative loading of 10.4 inches over any twelve
(12) month period. The instantaneous rate of application shall not be such that it allows
any runoff of wastewater.
8. No type of wastewater other than that from the Vulcan Materials Company, hic.'s West
Mecklenburg Quarry's scales building shall be, applied onto the irrigation area.
9. No traffic or equipment shall be allowed on the disposal area except while installation
occurs or while normal maintenance is being performed.
10The drip inigation field shall be fenced with at least a two strand wire fence.
11, The Permittee is responsible for the operation and maintenance of the entire treatment and
disposal system including, but not limited to, the following items:
a. The septic tank shall be checked every six (6) months and pumped out as required,
b, The tablet chlorinator shall be checked every week, Tablets shall be added so as to
provide proper chlorination,
c. The storage system, Pump system, and al ann system shall be inspected monthly. The
scum layer shall be removed at the same interval as the septic tank is cleaned out,
d . The drip system shall be inspected monthly to make certain of the emitters proper
operation, that the soil is absorbing the disposed treated wastewater with no surface
runoff, and that no objectionable odors are being generated.
11 The restroorn facilities located at the Vulcan Materials Company, Inc.'s West Mecklenburg
Quarry's scales building shall be for employees only, based on the information provided in
the application package. Therefore, the public shall be restricted from these areas.
Any monitoring deemed necessary by the Division of Water Quality to insure surface and
ground water protection will be established and an acceptable sampling reporting schedule
shall be, followed.
2. The Permittee shall maintain records of all maintenance performed on the system and
irrigation area, as required in Condition 11 11 for a minimum of five years, This
information shall be provided to the Division of Water Quality upon request.
N

3Noncompliance Notification:
The Pernrittee shall report by telephone to the Mooresville Regional Office, telephone
number [phone], as soon as possible, but in no case more than 24 hours or on the
next working day following the occurrence or first knowledge of the occurrence of any of
the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate, wastewater treatment, such as mechanical or electrical failures of
pumps, emitters, etc.; or
b . Any failure of a pumping station or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or
facility.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within five (5) days following first knowledge of the occurrence. This reportmust
outline the, actions taken or proposed to be taken to ensure that the problem does not recur.
I V. GROUNDAAMRE0U1REMENJ_5
I . Any gfoundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
2.
15A rs
for the
feet to
closes,
disposal
by regulations in
ed at either (1) 250
idary, whichever is
lity Standards at or
ction in addition to
r th6 penalty provisions applicable under General Statute 1434215,6A(a)(1).
In accordance with 15A NCAC 2L, a REYJEMLRQJJNDAU is established around the
disposal systems dway between the Compliance Boundary and the perimeter of the
waste disposal area. Any exceedance of standards at the Review Boundary shall require
rentediation action on the part of the permittee.
3. No land application of waste activities shall be, undertaken when the seasonal high water
table is less than three feet below land surface.
V. IN"PE CIIONS
I . Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
insure proper operation of the subject facilities.
2. Any duly authorized officer, employee, or representative of the Division of Water Quality
may, upon presentation of credentials, enter and inspect any property, premises or place on
or related to the disposal site or facility at any reasonable time for the purpose of
determining compliance with this permit, may inspect or copy any records that must be
maintained under the terms and conditions of this permit, and may obtain samples of
groundwater, surface water, or leachate,
VL GENERAL CONDITIO-N-S
I . This permit shall become voidable unless the facilities are, constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
4
system cot
area. An exceedance
ridary is subject to imr,
31,

2 This pertnit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3., This permit is not transferable. In the event there is a desire; for the facilities to change
ownership or there is a name, change of the Perrmittee a formal permit request must be,
submitted to the Division of Water Quality accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved.
. Failure to abide by the conditions and limitations contained in this permit may subject the
Perm tree to an enforcement action by the Division of Water Quality in accordance with
North Carolina General Statute 1 3.2 . d to 1 3-21 .6(c).
5. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
". This permit may be revolved if the Permittee fails to abide by the conditions of the
"Operation ad Maintenance Agreement" previously signed by the Pertrattee.
7. A set of approved plans and specifications for the subject project must be retained by the
Perinittee for the life: of the project.
. The annual administering and compliance :fee must be paid by the Permittee within thirty
(3 ) days after being biped by the Division Failure to pay the fee accordingly may cause
the Division to initiate action to revoke this permit as specified by 15A NCAC 2H .0205
(c}(}
.. The Pe tree, at least six r months prior to the expiration of this Perron, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the;
facilities described therein, and if warranted, will extend the Pemiit for such••, period of time
and under such conditions itions d limitations as it may deem appropriate.
10. Clearing of the drip irrigation site should be kept at an absolute minnumn and shall be
limited to hand removal of small bushes, trees and undergrowth. Larger, more established
trees (>6 inches in diameter) shall be left can -site. Should any mechanical equipment be
required to remove existing vegetation, access shall only be allowed to equipment having
rubber tires.
Permit issued this the 2 1 st day of august, 19.
A. Preston Itoward, Jr., P. °.,Director
By Authority of the Environmental ;
Permit Number WQ0012501
ent Commission

Pe=-t No. W0012501
August 21, 1996
W SSXRD IF
, as duty registered ProfessionalEngineer in the State of North
f,(periodically, kl , fall tirr� the construction of the
Carolina, hairy r� authorized t observe
for the
project, Location
Prat �ar
Penirittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance
intent of this p ; `t, the approved plans and specifications, and other supporting materials¢
Signature Registration Not
Date

F
tr+in
Department of Environment, TJ J�
Filth and Natural Resources
Division of Meter Quality
a
James B. Hunt, Jr., Governor
a Jonathan B. Howes, Secretary
A. Preston Howard, Jr., 1, ,, Director
u
August 9, 1996
ar xi, f0
, R. M. Koplin, Environmental Engineer
ineer
Vulcan Materials Company, Inc:
1 forth Patterson Street pis#x t z jJ..,
Winston-Salem, North Carolina 27105
Subject: Pen -nit No. WQ0012501
Vulcan aterials Company, Inc.
Scales Building
West Mecklenburg
Contmercial Wastewater
Drip Irrigation Facility'
Dear Mr. Poplin A
In accordance with your application received June b, 16, we are forwarding herewith Permit
o. WQ0 1 5t11, dated August 9, 1996, to Vulcan Materials Company, Inc, for the construction and
operation of the subject single f tilt' wastewater treatment and spray wirrigation facilities:
This permit shall be effective from the date of issuance until July 31, 2001 and shall be subject to
the conditions and limitations as specified therein.' Please pays particular attent-on to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and maintaining the
required operational information will result in future compliance problems,
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty 3) days following receipt of
this permit. 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, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this Permit shall be final and binding.
One set of approved plazas and specifications is being forwarded to you, If you need additional
information concerning this matter, please contact Rick Moore at l j 733-5083 extension 527.
Sincerely,
A. Prest(An oward, Jr., P.E.
Mecklenburg, County Health Department
reville Regional Office, 'water Quality Section
Training d Certification Unit'
Facilities Assessment Linn
8. . Box 29535, Raleigh, North Carolina 27626-0535 "telephone (919) 7 -5 FAX (19) 7 - 71
n Equal Opportunity Affirmative Action Employer 0% recycled/ to% post -consumer paper

INA'.
1, 4 1996
NORTH CAROLINA
WD
MONESIRIE RNWHAL OFFIGE ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
SINGLE FAMILY DRIP IRRIGATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Vulcan Materials Company, Inc.
Mecklenburg County
FOR THE
IL -MI I #71a N4,14 M LW= I 15= 10 Low 31
111W 1101RAINSWUH

PPPPP4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages
to surface or groundwaters resulting from the operation of this facility.
. The sand media of the surface sand filter must comply with the Division's sand
specifications. The engineer's certification will serve as evidence that these specifications
have been met.
m. A leakage test shall be performed on the septic tank and dosing tank to insure that any
exfiltration occurs at a rate which does not exceed twenty (2) gallons per twenty-four ()
hours'per 1,000 gallons of tank capacity. The engineer's certification will save as proof of
compliance with this condition.
7. f excavation into bedrock is required for the installation of the septic tank or sand filter, the
pit shall be limed with a 10 rail synthetic liner.
. A sanitary tee shall be installed on the effluent pipe of the septic tank. The engineer's
certification will serve as evidence that these specifications have been met.
The residuals generated from these treatment facilities must be disposed in accordance with
General Statute 1 - 1 .1 and in a manner approved by the North Carolina Division of
Water Quality.
10. Diversion or bypassing of the untreated wastewater from the treatment facilities is
prohibited.
11. The following buffers shall be maintained
a) 100 feet between wetted area and any residence or places of public assembly under
separate ownership,
b) 50 feet between wetted area and property lines
c) 100 feet between wetted area and wells,
d) 50 feet between wetted area and drainageways'or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet betweentreatment/storage unity and any wells, and
g) 50 feet between treatment units and property limes,
11. PF TI 1 l T
1. The facilities shall be properly maintained and operated at all times.
. A suitable vegetative cover shall be maintained.
.. Irrigation shall not be performed daring inclement weather or when the ground is in a
condition that will cause runoff.
. Adequate measures shall be taken to prevent wastewater runoff from the drip field.
. The facilities shall be effectively maintained and operated as a non -discharge system to
prevent the discharge of any wastewater resulting from the operation of this facility.
2

6. U on classification of the facility by the Certification Commission, the Permittee shall
I 1121111m; MIS
a The septic tank shall be checked every six (6) months and pumped out as required.
b The tablet chlorinator shall be checked every week, Tablets shall be added so as to
provide proper chlorination.
cs The storage system, pump, system, and alarm system shall be inspected monthly. The
scum layer shall be removed at the same interval as the septic tank is cleaned out.
d . The drip system shall be inspected monthly to make certain of the emitters proper
operation, that the soil is absorbing the disposed treated wastewater with no surface
runoff, and that no objectionable odors are being generated.
11 The restroom facilities located at the Vulcan Materials Company, Inc,'s West Mecklenburg
Quarry's scales building shall be for employees only, based on the information provided in
the application package. Therefore, the public shall be restricted from these areas.
111. XIQNITOR.ING AND REPORTING REQUIREME T-S
I - Any monitoring deemed necessary by the Division of Water Quality to insure surface and
ground water protection will be established and an acceptable sampling reporting schedule
shall be followed,
2. The Permittee shall maintain records of all maintenance performed on the system and
irrigation area, as required in Condition 11 11 for a minimum of five years. This
information shall be provided to the Division of Water Quality upon request.
3

3. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville regional Office, telephone
number (704) 66 -16 9, as soon as possible, but in no case more than 24 hours or on the
next working day following the occurrence or fiat knowledge of the occurrence of any of
the following;
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater treatment, such as mechanical or electrical failures of
pumps, emitters, etc.; or
b. Any failure of a pumping station or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all'or any portion of the influent to such station or
facility.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within five ( days fallowing first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur.
IV. GROLTND`ATER,RLQLT1REMENTS
. Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
. The C Q1+ P IANBOUNDARY for the disposal system is specified by regulations in
1 A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is
for the disposal system constructed after December 31, 1983 is established at either (1) 250
feet from the waste disposal area., or (.) 50 feet within the property boundary, whichever is
closest to the waste disposal area. 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 1 - 1 .6A(a)(1);
In accordance with 15A NCAC 21., a Y1E)Y . 'DAIS " 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
rerneddiation action on the part of the permittee.
No land application of waste activities shall be undertaken when the seasonal high water
table is less than three feet below land surface,'
INSPECTIONS
TI
I Adequate inspection, maintenance, and cleaning shall be provided by the l errdittee to
insure proper operation of the subjectfacilities.
. Any duly authorized officer, employee, or representative of the Division of Water Quality
may, ;upon presentation of credentials, enter and inspect any property, premises or place on
or related to the, disposal site or facility at any reasonable time for the purpose of
determining compliance with this permit, may inspect or copy any records that must be
maintained under the terms and conditions of this permit, and may obtain samples of
groundwater, surface water, or leachte
1.. ENERAA f'O DITION
L This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data:
4

Pennit issued this the 9th day of August, 1996.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Jr., P.E. Director
Division of
t r Quality,
y Authority of the Environmental Management Corarnission
Permit Number WQ0012501

PPPPermit No, WQ0012501
August 9, 1996
I; as a drily registered Professional Engineer in the State of forth
Carolina, having been authorized to observe (periodically, weekly, fall time) the construction of the
project, for theProject Name Location
Permittee hereby state that, to the best of my abilities, dire care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance
and
intent of this permit, the approved plans and specifications, and outer supporting materials.
Signature Registration No.
Date

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FIGURE l
¢ ; - �' L. AN MATERIALS
DRIP IRRIGATION SYSTEM
w, `MECKENBURG COUNTY
SITE LOCATION MAP
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SAND PILTER
races +xc. as w: Ea c WWRs
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FIGURE
VULCAN MATERIALS
DRIP IRRIGATION T
MECKENBURG COUNTY
SITE DETAIL MAP

State of North Carolina
Department of Environment,
Health and Natural Resources 0
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr,, .E., Director
July 2, 199
r. i .lei. Poplin, Environmental engineer .
Vulcan Materials Company, Inc,
l forth Patterson Street
Winston-Salem, l~~'1'or-th Carolina 2710
Subject:: Permit No. WQ0012501
Vulcan Materials Company, Inc.
Scales Building,
'Vest Mecklenburg Quarry
Drip I ion Facility
C County
Dear Mr. Poplin..'_
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
t
application. additional information is rewired before we can continue our review. Please provide the
following by August 23, 1996
Please firm a copy of an operation and maintenance agreement which is required for issuance of
your per t. ,Please pill it out appropriately and submit it to my attention.
Please reference the subject permit application number when providing the requested information.
Please note that failure to provide this additional information on or before the above requested date can
result in your application being returned as incomplete.
If you have any questions regarding this request, please call me at 19i 733-5083, east. 527.
Sin ely,
Dick Moore
Environmental Engineer
State EngineeringRe-view Grou
p
p
Rich Moore
Division of Environmental Management
Water Quality -Permits d Engineering
Post Office Boas 29535
Raleigh, North Carolina 27626-0535
a
CC' �gional Office
Pent -tit File WQ0005683
Alley, Williams, Carmen and icing, Inc.
. Box 29535, Raleigh; North Carolina 27626-0535 Telephone [phone] FAX 919;-7; @0719
An Equal Opportunity Affirmtiv Action Employer 50° recycled/ 10% post -consumer paper

State of NorthCarolina
Department of Environment,
Health and Natural Resources
James :;
Wayne
Tedder,Steve W.
SuNect: Classification of Spray Irrigation Systems
#,
WQ0012501
County- Meckleubw
Thank you for your cooperation. if you need assistance or have any questions concerning this
requirement please call Beth Buffington at 1 - -{ t ,
bb/beth/sprayclassletters
Enclosure
Mooresville Regional Office
i
Water Quality Files
Water Pollution Control System Operators Certification Commission
P.O. Box 9535, Raleigh, North Carolina 27626-0535 Telephone [phone]FAX[phone]
An Equal Opportunity Affirmative Action Employer 50% recycf 10 e'er post -consumer paper

July 17, 1996
DIVISION OF WATER QUALITY
GROUNDWATER SECTION
.duly 17, 1qq
MEMORANDUM
TCarolyn McCaskill rt.. Darr.
OF
Through: Bob Check
JUL 22 16
From David Goodrich
lil � tflittF�t.4t ttE€�tl'
Subject: Vulcan Materials t � tE t �tttt
Drip Irrigation System
Mecklenburg County
(Ray six: DEM SERG Review Engineer)
The Groundwater Section has received the subject permit application to install a 150 gallon
per day drip irrigation system to disperse of domestic wastewater can an application area of
10,000 square feet (see Figures 1. and 2). The domestic wastewater treatment system at this
quarry facility will be consist of a 1. 0- allon septic tank, followed by gravity flaw to a surface
sand filter, a chlorinator, a dosing tank, and surface treatment with a drip control s ste e`
proposed application rate represents a loading rate of 0.1 inches per week (8.76 inches per
year) , which is below the rate of 0.2 inches per week (10.4 inches per gear) recommended by
the soil scientist e ovmer proposes to fence in the absorption field, and to ever the surface
laterals of the drip irrigation system with a four -inch cover of wood chip mulch. The site soil
evaluation included the installation of auger hales in the application area to depths ranging from
17 inches to seven feet, and reportedly no evidence of a seasonal high water table was
encountered.
Mounding beneath the drip irrigation area was modeled by the Groundwater Section sae
the Colorado Mate University mounding model known as Arlificial Recharge. Assuming a
seasonal high water table elevation seven feet below land surface and that the recast conservative
soil percolation rate of 0.06 inches per hour was isotropic beneath the site, the program
projected a mound height of 5.3 feet after ten years of continuous + leading. Mounding does not
appear to be a concern at this site. The nearest well is reportedly; more than 400 feet from the
drip irrigation field. The local topography of the site suggests that groundwater flaw is to the
west-southwest, which is away from neighboring development according to the materials
i

PW
submitted in the application package. The Groundwater Section used the Flotrans contaminant
transport model to simulate the potential transport of nitrogen from the drip irrigation system,
using a loading concentration of 50 mg/l and no degradation. 'Me results of the modeling
suggested that, assuming a water level gradient of less than 1%, the 1 mg/l concentration
contour would migrate 60 feet downgradient from the edge of the application area in five years'
time, Based on the information provided as part of the application package, the Groundwater
Section does not believe that groundwater monitoring is necessary at this facility.
The Groundwater Section has reviewed the subject permit 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. ne 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 constructed after December 31, 1983 is established at 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. 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 BQDARY 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,
3. No land application of waste activities shall be undertaken when the seasonal high water table
is less than three feet below land surface.
4. 'The annual administering and compliance fee must be paid by the Permittee within thirty (30)
days after being billed by the Division. Failure to pay the fee accordingly may cause the
Division to initiate action to revoke this permit as specified by 15 NCAC 21-1,CI 205(c)(4).
If there are any questions please let me know.
cc: Barbara Christian
Permit Files
--V'ULCANMA--
2

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FIGURE I
0
VULCAN MATERIAI.S
oy
t4
DRIP IRRIGATION SYSTEM
MECKENBURG COUNTY
WQ00LZ-501/GW961Z7
SITE LOCATION MAP

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SAND FILTFR
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:CHLORNE COWACF & DOSlar Tana +t xu s i�4`e6 rrl ape " ., `rr�u. i ecE,;
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40 PERE RITE uNiT r=..._...r. ww raE sa
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E SCALPS :
i r REVIEA
FIGURE
VULCAN MATERIALS
c 0 Bay �w'cc v �DRIP IRRIGATION ATI YS TE
MECKENBURG COUNTY
Q00 I L
SITE DETAIL MAP

SOC PRIORITY PROJECT: No
To:
Permits and Engineering Unit
Water Quality Section
Attention: Ray Cox
Date: July 10, 1996
MON-DISCHARGE STAFFPO EN AT I O
County: e l nib r
MRO No.. 6-141
Permit No. WQ0012501
PART
1 GENERAL rNFORKATION
1,.
Facility and r Vulcan t r l Company
West Mecklenburg uarry
4401 N. Patterson Street
Winston-Salem, N.C. 27105
2.
Date of Investigation: July 8, 1996
.
Report Prepared y. Michael L. Parker, n °1r n. Engr. 11
4_.
Persons Contacted and Telephone Number: Mr. Wei Webb, 4
8-1 15.
5.
Directions to Site: From t . of it. Clly-
n,t vi l d. and Rozzelles Perry Rd, travel northwest
n Rozzelles Ferry Rd t 0.4 miles. The entrance to the
proposed Vulcan Materials Quarry will be on the left side of-
R1 lea 'Ferry Rd.
.
Disposal t , List for all disposal sites-,
Latitude: " 18'
Longitude: 81" ""
USGS Quad No.: F 15 SW
..
Size land available for expansion and upgrading): "doers is
ample area for the n tru tion of the r as ed WWT system
and any expansion, if necessary.
S.
Topography (location map or topographic indicating
relationship to 100 year flood plain included): In site is
relatively flat 0-- slopes).. The site is not located in a
flood 1 rn-.
.
Any buffer conflicts with location of nearest dwelling and
water supply well'. No. All adjacent residences € 111 b
adequately buffered.

Page
Two
1.
Watershed Stream Basin Information:
. Watershed Classification.: W I
Riverb. a iry and Sub ire Rio.. Catawba 030833
C. Distance 't surface ` ter from disposal system: >500
feet;
PART
II DESCRIPTION
1
, 150 GPD (Design Capacity)
b. Types and quantities of industrial wastewater: /
C. Pretreatment only): N/A.
2.
Treatment Facilities
a. Current permitted °it r of the facility
d Actual treatment capacity of the facility (design
volume);
C. Description of existing or substantially constructed
WWT facilities. Vera are no existing WWT facilities..
. Description of proposed WWT facilities; The applicant
proposes to construct a drip irrigation WWT system
consisting of a 1000 gallon capacity septic tangy
followed by a surface sand filter, tablet di i f cti r
unit, er ri.te tertiary filter, and a 10,000 ft' drib
irrigation field®
3.
Residuals handling and utilization/disposal scheme,
Residuals will be pumped as necessary from the septic taxi
by a licensed septage hauler and disposed of at a
4.
Treatment Plant Classification., Operator will be expected
to havea spray irrigation operators license.
5.
SIC d( 12
Wastewater (a)a 02 Main Treatment Unit Code: 44107
PART
III - OTHER INFORMATION
1
Is this facility being constructed with Construction Grant
Funds(municipalsonly)?
2.
Special monitoring requests: Nonet this time.
3.
h
Important / r Compliance ScheduleDates'

I
Page Three
4. Air Quality and/or Groundwater concerns or hazardous
materials utilized at this facility that may impact grater
quality, air quality, or groundwater? No AQ or hazardous
materials concerns. GPI comments/concurrence are necessary
prior to the issuance of this Permit.
PART IV EVALUATION ND TIC
Vulcan Materials Company v requests issuance of a Permit
to construct and operate a drip irrigation WWT system to serge
the Scales Building at a proposed quarry to he hilt in i ec
County. The Scales Building will house a maximum of six
employees.
Initial soils evaluations revealed an unsuitable soil type
for the installation of a conventional ground absorption W'WT
stem septic tank/nitrification field). VMC has chosen to
install a drip irrigation WWT system, which will maximize the
ability of the A horizon to allow percolations into the soil
profile. A surface drainage ;interceptor ditch positioned above
the drip field mill minimize surface water impacts.
Site clearing is extremely: important in the long term life
of this system, The surface soil horizon is probably .THE most
important aspect in determining site life. Therefore, clearing
should he kept to an absolute minimum and he limited to hand
removal of small hushes, trees and undergrowth. Larger inches
in diameter), more established trees should be left can -site and
will ultimately aid in wastewater uptake and removal. Should any
mechanical equipment be necessary to remove existing vegetation,
access should only he to equipment having rubber tires no track -
type graders). A condition should he included in the Permit that
addresses the cone rns'noted above.
Appropriate buffers (those developed by the M O and
currently being used with other recently issued drip irrigation
Permits) should he included in this Permit upon issuance...
Pending a technical review and approval by the SERG and. the
W Section, it is recommended that a Permit he issued:
Signature of Report Preparer Hate
0.
Water Quality R onal Supervisor Date

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r
DIVISION OF WATER QUALITY
I'T
GROUNDWATER SECTIONOtt
a 3,
E M 0 R A N D U M
TO: ..
1996
r
� Regionaloffice ? J t, r
m'
'p}O
SUBJECT: Application for Permit Renewal �
Permit Amendment
New Pewit
Facility Name:
County �:W{a
Type of Project:
APPLICABLE PERMIT NO. s : WQ 0,0 / )-So/, W
DEB A to C
UC EPA CUA
The Groundwater Section has received a copy of the referenced permit
application, a copy of which should have been sent to your Regional
Water Quality Supervisor - IF A COPY HAS NOT BEEN RECEIVED IN THE
REGIONAL OFFICE, PLEASE LET ME KNOW.
The Groundwater Section has received a'copy oaf the referenced permit
application. A copy of the application documents we received is
attached,.
The Groundwater Section has received a subsurface disposal project
from the Div. Env, Health's din -Site Wastewater Section. A copy of
the application has been forwarded to D H's Regional Soil:
Specialist, Please coordinate your review with
that Soil Specialists
Please review the application materials for completeness. If you feel
additional information is necessary, please let rye know no later than
J, . /'F _ A copy o any for sal request for additional information
wii bo orwaded+to yob.
If you do not weed any additional information to compete your review,
please provide your final comments by ) I 4 m If you requestand/or
receive additional information, your final comments are due no later than>
14 days after you receive the additional information.
`�
\'T RAHS , SHIM .

SOIL AND SITE EVALlIATIQN,11"",?l,.
FOR AN ON -SITE WAST5 DISPOSAL AREA
BY SURFACE IRRIGATION
FOR
m.
ROZZELL' S FERRY ROAD
SITE tcOM;Mff ACIAL BUILDING)
by
f
Torey a jacobs & Assoclatm InM
Cormufling Son Scientists
ISO Broactbill Drive
November
27,1995* Mmfy c. r
v
PRE°,►CERT
li,
G. ebb, PZ
Ajley, fi n & lOng,1
P.C. Box 1248
207 South Mdln Street
ns rts. N. C. 28082
Paul
G. Pen6inger,
o C.,

Soil and Site Evajua6on for an On -Site rite Disposal Area By Surface Drip Irrigation
For Rozzdlls Ferry Road Ste, Mecklenburg County. NZ,
In r du
This report summarizes,the activities, observations, data collection, conclusions,
and Management recommendations for e proposed drip irrigation waste disposal
system for ecommercial building with employees and I bathroom, This proposal i
for surface drip on established woodland nd using drip lines with natural mulch
The dripfield is on a 140 acre e ipproxi miles NW of Charlotte, south of
Hwy.(Figures . The recommendation for.- use of e surface disposal system
comes only after the Mecklenburg Cdunty HealthDepartment l' fend the e
unsuitable for ground absorption (Appendix 11, and s separate' attempt by
succeeding uation by Toney C. Jacobs & Associates which examined the entire
tractr e suitable area, The Soil Survey of ed enb rrCounty has e smell knoll
mapped as Cecil and Pacolet Series soils, This area was thoroughly examined on
September . 1995 and found unsuitableaccording G TI 5A. 1 BA .1900
criteria for ground absorption, 1f using it Survey Information it would appear that
soil is usable. however, the site specific investigation proved that the survey information
was incorrect. Design flow has been set at ` god. The system will only receive ,
domestic sewage and no industrial waste. Surfacedisposal through OEM permitting,
was considered the landowrner's last option to build on his Isndi'Th-
e recommendation for an (surface drips system is based on e
combination of factors, inckrdihg., but not limited pp r ph , 21 soil
characteristics. j wetness condirdons, 41 sail depth, 51 reWictive horizons, available
space with paired setbacks, 7) impact on watertable, and 8 s workable
management plan. Generally, some of these conditions. which may limit site use. can
be compensated for by changing the system desipr , however, r, e factors cannot be ,
remediated. It is with this philosophy that this report is prepared.
This port is complimentary documentation. for e ,design engineered by Mr. 6,
Wesley ebb, RE Details which will be e part of that report have been omitted from
this work, although this wo as Well as the design, represent a holistic approach with
on-goingon-going interaction.

NOV30 '95 0 a 3` P.
P
e sprayfield is located in a rural area of MecklenburgCounty (Figure .Mu h
14
of the rural or suburban character is because f soils which do not "perk*g All of the
spray a is wooded. The sail map shows the homes and roads near the property
(Figure4). The area is served by privatewells. An inueati a '. n or survey will,gnus
accurate information can adjoining wells. Location of wells within 500'is referred e
design engineer. Surface waters should also be accurately located by the design
engineer or surveyor, No streams or wells were observed within 0' of the proposed
I sprayfield.
Because of the homogeneity ne` of the receiver site, sails in the disposal area are,
addressed as a complete unity During the soil investigation a topo of the spray area
e checked frequently by handheld clinometer. The sprayfield is on a lineal aid tape
slope,
e proposed sprayfield is only 00' (.23 ad due to low dailydesign
f . . This area was surveyed during e soils Investigation. re were many
diametersurface rocks and a few rocks W. Trees on the site nel airily
of poplar, gum. smaller wild cherry and dogwoods- There were several poplar
with * diameter at breast height ( . No wells wereassocitated with the
dripfield or setbacks.;'The surveyor for the design .engineer has produced an exact topo
of e wetted area with 1' setbacks (Fig. 5 and no arVacts of old structures which
would have ,required s well ., pee dire the area..
The isoils
$l Surveyun N, C. (McCachern, `i has the area
mappedclosely related mixed mineralogy soils. n sandy loam,
to 8 percent slopes, and to the west is Mecklenburg sandy loam, percent cure
4). Detailed Information about each these mapping units is supplied in Appendix
(Mccachern, 0). These, series are e similar in field descriptions and
management requirements.A site p i u investigation placed auger hales in the
immediate d area u )t The holes rled in depth m 1'7 to 84 inches.
Each of the holes is described Appendix
e descriptions ry. but there was generally about 5' of friable clay learn
rysurface r a very firm, very sdcky. very plastic, mixed mineralogy clay horizon
inche& The subsurface had moderate, angular blocky and grades
y
r

NOV 30 195 09:53 P.
3
SaProlite from highly weathered basic rocks. The saprolite was a mottled brownish
yellow/yellow and olive sandy clay. The massive strtict;ure was friable and crushed to a
weak subangular structure, One hate was augered to 7' with no difficulty, A floating
rock was encountered at 17' in Hole 2.
No less than two chrome mottles were observed in any hole. Also, no free
water was observed during the soil investigation. The mixed mineralogy B horizon will
be the limiting factor for vertical water movement It is not expected that hard bedrock
will be present in the upper 7' of the soil/saprolite sequence, but surface and floating
is subsurface rock will be present These should hinimurn impact as the B horizon
is the limiting factor.
No site specific hydraulic conductivity (Ksat] measurements were made. The
lowest SCS. reported conductivities were accepted for calculating water balance and
loading recommendations. According to SCS, the permeability of the most restrictive
horizon is .06 -.2 inches/hr.
The 0.06*/hr is used to establish the drainage portion of the total water
budget Using the calculations [worksheat IA), the drainage of the most restrictive
horizon is 4.4� per month using the 10% permeability tate recommended by EPA.
There were no gullies or rills on the site to indicate accelerated erosion. In
there was no indication in the litter that water had moved the leaf mulch cover, it is
expected that most, if not all, of the water enters the soil profile.
Five composite site specific soil samples were collected. These have . been
submitted to NCDA to obtain 'both a vertical and horizontal p�ofile of cation exchange
capacity (CEC). pH, and nutrient sWtus. Results of the NCOA soil test analysis will be
forwarded as they are received. The subsoil, where the greatest clay content- was
found, is expected to have the highest CEC: Fertifity recommendations from NCDA
with a -specific request for Fescue grass have been requested.
Using longstanding published wastewater characteristics, concentration of t4otal
Nitrogen at 50 mg/l and total Phosphorous at 25 mg/l will be insignificant to the total
N and P fertility requirements for U* crop (worksheat I b).
Surnry of st e recommandationg
The proposed spray site does not have any streams that affect available usable
area. Wells will be located in the engineering plans, but none wem found within 1 CIO'
of the wetted area. The area is a broad linear slope landscape position vhth marginally

NOV 30 '95 09: 54 P, 5
4
provisionally suitable soil or soil and saprolite material. This soil has a low, but adequate
saturated hydraulic conductivity to move the conservatively added water during the
winter when ET is at a minimum. Budget is approximately 27% of what could be
applied annually. The litter and 5' of A horizon soil will readily accept the 0.2" per week
of loading for was polishing and percolation into the more resVcbve zone below.
Drip lines should be placed ors`2-4' spacing, There is additional acreage in the tract
available for repair. The sum of ET and drainage is greater an rainfall and hydraulic
loading at 0.2* per week, AJI calculations are conservatively designed with more then
sufficient area for the proposed system. A very,important consideration to any system
operation is depth to a confinement or a wetness condition. There were no Indications
of a seasonal watertable. Most of the field is already naturally shaped with heavy leaf
mulch cover. After drip lines are installed, they should boo d with mulch (chipper
is excellent) for protection. If this mulch oxidizes faster than is naturally added by leaf
fall, is important to protect the soil surface by°addinq additional mulch, Additions of
shade tolerant bluegrass or red fescue could be used if a green look Is desired in
winter. Shaping should be in i d> 100' beyond the di perimeter on the lower
side he possible, This should include minor fill 'with hauled in topsoil rather then a'
denuding of existing surface soils. It is very important that no depressions be let, on
the surface to impound water.
Two important factors of concern in sprayfield design are rainwater additions
which do not readily runoff, and subsurface lateral flow Because of landscape position,
a drainage it interceptor ditch should be used on this site (figure 5). Infiltration of
high intensity rainfall events into the surface horizon should be slow because of soil
texture and slope.
It is recommended Out soil and wastewater be analyzed once each year. Such
to are consistent with 6MPs. By using NCOA tab services, costs are also veryr
reasonable for these tests. Interpretation of results may be by a soil or agronomy
consultant or specialist from N.C. Agricultural Extension Ser-Oce.
Gener I Cbmments
1 . Good landscape position. Design uses a 100' aerial window.
2. The system has good uniform slope for surface drainage.
3Good aspect to promote solar radiation and enhance
evapotransporation.

NOV 30 '95 09:55 P.6
5
4. Estimated K50ts indicate a profile with sufficient conductivity for
conservative loading rate of 0.2"/week loading in winter. This loading
rate should always give an unsaturated flow regime.
5. Even with a Minimal SY5t1em Of this size, there should be, a periodic
sampling ofGoil fertility, plant vegetation (plant tissue analysis],
wastewater being added, and possibly watertable. Because of possible
interaction of each of these, a third party sampling by a soil scientist or
agronomist Could be advantageous for promoting system longevity and
workability.
6. Interpolating from longterm precipitation isohyet for N. C has near
annual rainfall at 44 inches per year [Eider at al. 1 M]. This is one of
the lowest in the state (Appendix 4),
J
Until construction, the site should be maintained as is. are should also be
special conditions imposed an the contractor installing the sprayfield. This includ s
prohibiting any work whip the Sits, is'wet Attention should be given to avoid the
disturbance of soil or soil S*,VcWrO by W0tVJng w*nlle so" Is too wet Any field
preparations should be stabilized as quickly as possible with mulch to reduce erosiont if
substantial area is disturbed -
Thank you for the opportunity to be of assistance with this project If questions
arise about this report, plaase do not hesitate to contact me.

NOV 30 '9 s a

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i
Topo; Toney C Jacobs & Associates, Inc. Figure 3'
68l roadbill or,
Mooresville, NC 28115
{

NOV09:59 P, 2
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MAN
fts IN:
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Site
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specific po Toney Jacobs °' s,Inc. Figure
and plan 168, Broadbill or.
'
oar Mlle, NC 28115
-E
« 6

92
$OIL SURVEY
TA84E ANO CHEMICAL PROPWIES OF SO LS--tontinueu
raa Mari
Soil ftaftv OAd Depth t
�P meabili Ava labl* t3oil r p t$ n, Shrink -swell F
tifactor*
map symbol water a aa$
r
potential I
K 1C
Flan. Nev--------- M ° $
M 0.1 - .14 M 5.. -7.3 IM d rab -- -,
�.
IsBatM rJw ...... .4 0-7 t 06-2D 1
S 3 'Low --- t
34-65---------------
..�
M M t
Ppac3 Ind.
140­-------------�
t
tID4ua i 1-43 t D.6-aD Qr11I .D.D 5.1-1 + ;Low -------­--
1 —-- . t
3
-14 i 0.6-2.0 t D.t4.0. i 5.1-7.3 m --- _
14-43 t .6-2.0' t, 0.14-0.20 1 5.1-7. ]'Lo------.--- -; 0.26 t
1 43-65 $ ...;. a - r --.. !------------
M M
POEM 0 -34 2.0-6.0 t 0.08-0.12,14-S-6.0 . ------------ .6 3
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1 , M
0,24
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ili a M 004. t t w
ifdbrth#nts
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---------------
Urban land.
Sam Map unit 4#30rlotion for the Composition and behavior thar*atoristice of the map, unit. �
9
tv
1
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46,0
Sao
solo
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k
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4-
MEAN ANNUAL PRECIPITATION
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s
Figure 13. Mean annual prer.IpLtation. (Units
are in
inahes.Note
r
the
change in theisohyet intervals.)
26

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WORKSHEET
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4AO 4.03 0.49 8.92 4.93 3.99
4.40 3.30 OA7 8,174.74. 3.43
4AO 1.86 0.38,4
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X //,39

State of North Carolina
Department of Environment, Reallh n tur l Resources
Division of Environmentalany re nt
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIEDFOR USE AS AN ORIGIN
DRIP
IRRIGATION DI, SAS SYSTEMS
I GENERAL INFORMATION:
I . ApplicanCs name f0ease specify do , individual, .):
rxt � �ty,.�"
Vulcan Materials .Com n Inc
2. PrintOwnersorSt 1 9 Officials title (the person who its legally responsible for the facility and its compl°
u
3. Mailing address: 1 N. Patterson Et.
pity; Winston-Salem t� tic � 710 �.
w ,
m,w
Telephone Number 910 ) 767-46 0
. Project d (subdivision, facility, or establishment name . should be consistent with project name on plans,
specillcations, letters of flow `o n l Agreements, etc.):
Vulcan Materials Company on site sewer system for scales building, What Mecklenburg
Quarry.
5 Location of Spray litigation Facility (S ): llo a 1 " s Ferry Rd.
City: Mecklenburg County State; NCZip:
6, latitude. E1415730_-,Luqgimde N57E 77
of Spray Facility
7Contact person who can answer questions about application:
Paul PhilliName:p Gnu, P.E. l Number(910 1 7d 2775
S. Application march 1996
9._ peeSub at ° S 240.00 t processing fee Ahould be as specified in 1 A N A (c)( )a)
1, aunt (ics) where prqJect is locate& Mecklenburg
1 " Application No. (will be completed by D
2. Specify whether pXJoct ins. _ nevr, _ renewaf. modification
For renewals. completely sections L al. and applicant signature (on page 7). Submit only pages 1, 2, andj7;(original
and three copies of ), Enginee&signalore not nquired for renewal without other modificafims,
. If this application is being submitteda result of a renewal or modification to an existing it, list the existing permit
number and its issue date
4. Specify whether the, applicant is public or private.
FORM: SIDS 0 94 Page 1 of

III; INFORMATION ON WASTE ATER-
L Nature of Wastewater 1 Domestic; Commercial; Industrial;
Other waste (specify):
2. Please provide a one or two;word description speciPying the origin of the wastewater, such as school, subdivision, hospital;
commercial, industrial, apartments, -etc,:
Scale fallit
3. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving
wastewater treatment facility:
. Volume of wastewater generated by this 150 Olons per day
5. Explanation of hoer the wastewater volume was determined:
Six employees 5 GPD/employee= 150 GPD
b Brief project ale "tarts Domestic wastewater from quarry scale buildin is proposed to
be treated by sevtic tank. Rravitv flow to surface sand filter°_ c lorinAr °srx do -tuna
tank and surface treatment with pert —rite drip system controls 6 equipment.
IV. FACILITY DESIGN CRITERIA FOR . _I fit` SPRAY IRRIGATION
l a Number of bedrooms., iE 120 GPD per bedroom grill design flowper home).
Dimensions ofbaffled septic` : -_ _ _ ft by ft by ft.
3. Volume of baffled septic
Check4. the categories that apply for the sand filter surface; subs single;
in series; in parallel;
5. a) Primary sand filter dimensions: k by ft square feet
b) Sand filter surface loading rate: GPD per square foot
6. a) Scoondary sand filterdimensions applicable) ft by __ ft.: feet.,,
b) Secondary sand fdta surface loading rate if applicable) GPI per square foot.
7. "fype otdisinfecdon.
Volume of contactdetention e: minutes
Volume of storage providod...VWwtStorage Wrie days
N0 : A minimum of 5 days storage provided in ihe pump/storage
9. 'Volume of pump tank.;gallons; number of paps in pump tank
1. Capacity of pumps in pump tank: GPM
11,, Specify, which high eater alarms have beenprovided:audible and visual', auto di
F SIDS 0 Page 2 of

12e Specify the following information for the spray nozzles: — psi; — GPM
13. Specify the loading rate recommendation, as determined by the soils scientist:
— mcbes per hour, _ inches per week; _ inches per year
14. Specify the square footage of the wetted irrigation area: square feet,
and the cover crop:
15. Specify the loading rate that will occur on the spray irrigation field:
— inches per hour; — inches per week.- — inches per vear
16. The project must confrion to the following buffers (and all other applicable buffers):
a) 400 fect between wetted am and any residence under sepatate ownership,
b) 150 feet between wened area and property lines, 2,00 feet ia coastal areas:
c) 100 feet between wetted area arW a potable well,
(0 100 feet between wetted area and drainage ways or staface waterr,
c) 50 feet between wetted am and public right -of -ways-,
0 100 feet between wastewater utatment units and a potable well
g) 50 feet between wastewater treatment its and property fines.
17. If any of the buffets specified in No. rV. 16 above am not being met, please explain how the proposed buffers will provide
equal or better protection of the Waters of the State with no increased potential for nuisance conditions-.
18. NOTE- If excavation into bodrock is required for installation of the septic tankor sand filter, the respective pit must be
lined with at least a 10 it synthetic liner. Ile girt'; es signature and seal on this appficat'on acknowledges a
commitment to meet this requirement.
W. 7be spray irrigation field must be fenced with a minimum two strand barbed wire fencing. Briefly describe, the towing:
V. FACILITY DESIGN CRITERIA FOR OTHER THAN SINGLE FAMILY SYSTEMS
I Provide a brief listing of the, components of this treatment and disposal system, including dimensions and capacities of
tanks. pumping facilities, nozzles, high water al filters, lagoons, package treatment twits, disinfection facilities,
irrigation, system, etc.:
Domestic sewage drip system composed of 1000 gal. septic tank (101" x 50" x 44'"il'
to 5'W x 10'L sand filter. Chlorine contact tablet unit on inlet pipe to 6' dia.
x 10.6' chlorine coatact/dosing tank /high water alarm; pere—'rits controls pump
—,absorpt-ioh -field. _177-77 77,
2. Name of closest downslope surface watm: UT 110 CA-rAw6iq RiveQ,
I Classification of closest downslope surface waters: -1\/ CA (asesmbiLqwbythe Envinxmenwmamgment
Commission and specified on page 6 of 8 of this application).
4. If a power failure at the pump station could impact waters classified as WS, A. B. or SB, describe which of the measures
are bring implemented to prevent such impact, as required in 15A NCAC 214.02m:
Effect of over fail ar
tank, with 5.5 days holding cnpttcit art iltaslra; tangy
FORM: SIDS 06/94 Page 3 of 8

5. Specify the loading rate recornalendations ass determined by the soils scientist Division will consi re(I higher loading
rates its the dry months [lassie 1 - September 301 depending on the soils scientist recommendations). If only one heading
rate will be proposed, that rate must be the most restrictive loading rate.
Dry Months (June I - September 30) _ inches per hour, _ inches per week
Wet Months (October I m May 31 i — — inches per hour-, 0.2 inches per week
Recommended Maximum 10.4 iaaches per year
6. For industrial wastewater„ an analysis of nutrients, heavy metals totals and synthetic organics wriest be provided along with
appropriate irons showing the loading , based e most limiting constituent, Tbe chemical lysis must
include, but "I not be limited to: Total Organic Carbon, Biochemical Oxygen d, Chemical Oxygen Demand,
Chlorides, Phosphorus, 'a, Nitrates, Phenol, Total Tribaltimethanes.Toxicity Characteristic Leaching Procedure
Analyses, Total Halogenated Compounds, Total Coliforms, and Total Dissolved Solids.
What is the limiting non-trydraulic constituent for this waste? N/Apounds per acre per year of
7 Specify square footage of the wetted irrigation: 10,000 — square ; feet,
and the cover crop. " wood chip mulch fairer drip system surface lateral's.
8.. Specify the hydraulic beading rate that will occur on the spray irrigation field:
Dry Months (June I - September 30) inches per hta , , CI.1 8 inches "r week
Wet Months (October I - May 311 inches per hour; ft .1 es per week
A licatitan 8.75
niches year
1,989, 15 tbs. per acre pert' of: treated domestic wastewater ater flow (limiting nstituent
9 Is hydraulics the limiting nstituent'? ® Ye Not
10. Specify the storage volume required by the water balance: 5 2 5 s, 3. days
11. Volume of storageprovided: 825 gallons and yields: 5.5 days
NOTE, Minimum thirty days required at the design flow rater Simi, fields:
tra i ` ti drip s sst $ Sail report
indicates co" ti design to receive winter flow. Perc—rite drip system is designed to automatical1 y dose
11 If any of the applicable buffers aerated in IV.16 are not being m" please explain how the proposed buffers will provide
equal better protectionof the Waters of the State with an increased potential for nuisance conditions:
All*,buffers to be stet
13; The treatment and 444rrigation facilities must be posted and secured in some fashion to prevent unauthorized entry.
Briefly describe the measures being takerr Absorption fieldwill e fenced
14. Is the treatment facility capable of treating the wastewater to at least secondary `ts prior to storage D5 ?30 rra ;
TS 30 m 15 _ Fecal t tilifca loni ' 1 m17 X Ye o. It No, what level of
treatment can be a ie ed7
15. Are treatment facility or spray fields located within 1' flood plain? Yes No. If Yes, briefly describe the
protective mbeing taken to protect against flng, Nearest flood Dlain is Y000jeet
southwest of the site.
16List the field Number of any spray fields that are located in area where the seasonal high water table is less than 3 feet
below the s ?,SciI eport states "thee were no indications of a seasonal water table.''
17. Describe the disinfection facilities that are being provided if domestic wastewater ua I chlorine in —line
tablet feeder.
absorption field based on stall characteristics.
OR SIDS 0 Page 4 of

Telephone number: ( 9 10 378-2754 s.
3, Projcctnarne: Vulcan Materials Co. on —site s
4, Name of closest downslope surface waters: Unnamed tribu-t��ar to ataw a pl r 1000
5County(ies) where the spray irrigation system and surface, waters are located: Mecklenburg
& Map narne and date, Mountain Island Lake, Revised 1983,
7. NC Professional Engineer's Seal, Signature, and Date.
TO- REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of ffie watershed where these sewers will be constructed, as identified on the attached
amp segment
Name of surface waters.,
Classification (as established by the Exvironmental Management Commission):
Proposed classification, if applicable.,
1 14 Date.,
Signature, of regional office personnel,,
(All attachmems tritest be signed)
ORM: SIDS 06/94 Page 6 of 8

PPP' THIS APPLICATION PACKAGE WILL NOTBE ACCEPTED BY THE DIVISION OF
ENVIRONMENTAL MANAGEMENT UNLESS ALL OF THEAPPLICABLE ITEMS ARE
INCLUDED WITH THE SUBMITTAL
it, ()ue original and four copies of the completed and approphately executed application form,
b. The appropriate pc processing fee, in accordance with 15A NCAC 214 .0205(c)(5).
c. Five (5) sets of detailed plans and specifications signed and scaled by a North Carohna Professional Engineer. The plans must
include a general location map, a topographic map, a Site ol,'Ir which indi(,,ajos, where, tx)rings or hand aueer s,4mplfts were tak,-,
map showing the land application site, buffers, structures, and property lines; along with all welts, surface waters (1-firflood
elevation), and surface drainage features within 500 feet of the land application site. Each sheet of the plans and the first page of
the specif ications must he signed and -sealed.
d- Five, (5) copies of an Operational Agreement (original and 4 copies) must be submitted if the wastewater treatment and disposal
facilities will be serving single family residences, condominiums, mobile homes, or town houses and if the Subject facilities will
be owned by the individuid residents, a homeowners association. or a developer.
e, Five (5) copies of all reports, evaluations, agreements, supporting calculations, etc. must be submitted as apart of the supporting
documents which are signed and sealed by theNC Professional Engineer. Although certain portions of this required submits-
must be developed by other professionals, inclusion of these materials under the signature and seal of a NC professional Engineer
signifies that he has reviewed this material and hasjudged it to be consistent with his proposed design.
t, Five (5) copies of the existing permit if a renewal or modification,
g - For Single Family Systems (a through t above plus g. 1, 2, 3)
1) A letter from the local health department denying the site for any perntit that the health department has the authority to issue.
2) A soils scientist report (signed) which describes the soil type, color, texture through the 8 horizon, and recommended loading
rates with supporting calculations.
3) A signed and notarized Operation and Maintenance Agreement.
h . For Other Than Single Family (a through f above plus h. 1, 2, 3, 4, 5, 6)
1) A water balance analysis showing annual amount of wastewater that will need to be applied and the amount of land necessary
to receive the wastewater at the given loading rate. Storage requirements must be addressed and supporting calculations
provided.
2) A soils scientist report (sig ,tied) which includes texture, color, and structure of soils down to a depth of seven feet, depth,
ifeckness and type of any restrictive horizons, hydraulic conductivity in the most restrictive horizon, Cation Exchange
Capacity (CEC), depth of seasonal high water table, soil pfi, and soils map (if available,),
3) For systems treating industrial waste or any system with a design flow greater than 25,000 GPD a flydrogeologic Report
providing the extent and lithologic character of the unconfined aquifer, transmissivity and specific yield of the unconfined
aquifer, thickness and permeability of the first confining bed, groundwater quality and direchon of movement, and an
evaluation of impacts of the disposal system on water levels, movement and quality.
4) An agronourist report (signed) which states the type of vegetation that is planned for the spray fields, along with management
and harvest schedules.
-9 Proposal for groundwater monitoring.
6) An analysis of the wastewater, including heavy metals totals and synthetic organics, along with calculations for the most
,firniting constituents.
FORM: SIDS 06/94 Page 5 of 8

Name and Complete AddressofEngineering Fi . Alley, Williams, Carmen & King, Inc., 300 K. Wendover
Ave., Suite 403,;
City: Greensboro Stab NC Zip. 27401
Telephone Number. 910 378-2754
Professional Engineer's Certification:
Iy Paul Phillip Shu ,attest that this application for _Vulcan Materidls-Co. on -mitt
seer system for Scales Building.
has been reviewed y me and is accurate and complete to the best of my knowledge. l further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this subauttal
.
package may havedeveloped by other professionals, inclusion of these materials under;t y signature signifies that I have
reviewed is material and have judged it to be consistent with the proposed
North Carolina ProfessionalEngineer's Seal, Signature, and Date:
HILO
Applicant's dC rti ication
1, attest that this applicationforr Vulcan Materials Co. ors -site
seder system for ScAles Building.
has tt reviewed by me aW is te pl t of my knowledge. d t if l u" of this
application sup "n information attachments are not inclu this application e
will returned
.
Signature
COMPLETED APPLICATION AGE, INCLUDING ALL.SUPPORTING INFORMATION IO
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH % A DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITYSECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
TELEPHONE NUMBER: [phone]
FAX NUMBER: -I
FORM- SIDS 06/94 Page 7 of 8

DIVISION 1SION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (11/ 3
Asheville Regional WQ Supervisor
Washington Regional WQ Supervisor
Raleigh Regional WQ Supervisor
59 Woodfin PLacre
lost Office Box 1507
Post fit Box 27687
Asheville, NC 28801
Washington, 27889
Raleigh, NC 27611
(7 t4) 251-6
(919)9 1
(919) 57147'
Fax (7 4) 2 1 52
Fax [phone]
(919) 571471
Jonest1
Buncombe Madison
Bertie Lenoir
Durbiant Northampton
Burke McDowell
Camden Martin
e
Cherokee Polk
v"
Clay Rutherford
Cumtuck Perquimans
Halifax Wake
Gotham Swain
Pitt
Johnston Wanext
Haywood Transylvania
Gates Tyrell
Lee Wilson
Hendetson YancY
Greene Washington
Jackson
`. YVayne
..i, ..
Hyde-a k
Fayetteville Regional WQ Supervisor
� q f1 spar
Wilmington Region. WQ Supervisor
W cho ' Building, Suite 14
919 N :rt Street -i
127 Cardinal Drive Extension
Fayetteville, NC 28301
Mooresville,WC 28-115
Wilmington, 5- 5
(910) 4 6-1541
(704) 3-1
"
[phone]
F (91) - 707
Fax (7 a.
Fax [phone]
Ansm Moore
... , .AMftklenburg
Brunswick New Hanover
Bladen Robeson
Cabarrus Rowan
t onslow'
Cumberland Richmond
w ly
Columbus
Hamett Sampson
Gaston, Unionuplin,
Hoke Scotland
iredell Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Supervisor
25 North Point Boulevard, Suite 100
Sal 27106
[phone]
Fax [phone]
Alamawc nogbam
, ma
Allegheny Randolph
Ashe Stokes
sy well
idson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
FORM: SIDS 06/94
Page 8 of

r
St Ate of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management 01
James B. Hunt, Jr., Governor WdftWM
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.., Director
611 '6
NATURAL, RESOUTRCKS
.7
..
' Junin fir, 1996
=t R.M. POPLIN
Ir
Subject: AVp!iCdi;vii
`.aleBuilding
Spray/Drip Irrigation
Mecklenbur,,,,r County
Derr MR. POPLIN,
The fJiViSir n'S I'er°rarity; and Engineering Unit acknowledges receipt of your permit application and
supporting rnat.e6als ;art June 6, 1996. This application has been assig,raed the nurnbt,.r lip t d above,
Your project has been assigned to flay Cox for a detailed en ineering review. Should there be any
questions tions conceming your project, the reviewer will contact you with a request for additional
infrrrmation,
e aware that the Division's regional office, copied below, nrust provide recommendations from the
Regional upervisor° or a Procedure Four Evaluation for this project; prior to final action by the
Division,
If you have any questions, please contact Ray Cox at (I ) -5083 extension 549. If the engineer i
unavailable, you may leave ra n essafe on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
ircerely,
Carol D. i�°Ic 'as ill
Supervisor, StateEnginecring Review Troup
Alley, Williams,,'Carrnen & King
Pollution Prevention Pays
P.O. Box 29535, RaleighNorth Carolina 7626-0535 Telephor e 919-7 3-701 i
An Equal opportunity Affirmative Action Employer

State of North Carolina
Pepartment of Environment, Health and Natural Resources
Division of Environmental Management
Non -Discharge Pertnit Application Form
(THIS FORM UAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
DRIP,
-&I)R.ArY IRRIGATION DISPOSAL SYSTEMS
1. GENERAL INFORMATION:
1. Applicant's e (please y the name of the municipality, `on, individual, etc.).
Vulcan Materials, Company, inc.
2, Print Owners or Si Officials name and title (thy person who is legally responsible for the facility and its compliance).-,'
ro
3. Mailing . _ address: 4401 N. Patterson St.
it Winston-Salem toNC 2710
y:
Telephone Number
. Project Name (subdivision, facility, or establishment name should be consistent with project name on plans,-
spccificatit to of flow acceptance, Operational Agreements,etc.), �.o
Vulcan Materiii s Company'on site sewer system for scAles building, West Mecklenburg
Quarry.
Location of y IrrigationFacility (Rozzell's Ferry Rd.
City: _Mecklenburg CountyState: NCzip.
C. latitude. E1415730_;Lorigiurde78 7 7 of Spray Irrigation Facility
7, Contact person who can answer questions about application:
, Paul Phillip Shu, P.E. Telephone Number 91t3 37 -2754
Application March 4% 1 9fi
9. Fee SubmitwA-: 240. 00 IThe permit processing fee should be as specified in ISA 1~N A 2 4(c)( )J
1. 'ounty(ies) where project is located. Mecklenburg
II. PERMIT INFORMATION:
L Application No (swill be completed, by D
2. Specify whether project is. , renewal*; m .. c do
For renewals. completey` 1, IL and applicant si (on page 7). Submit only pages 1, d 7 (original
d three copies of eh). EngineWtsignature riot tNuirodfor renewal without otba modifications.
. If this application is being submittedas a result of a renewal or modification to an existing permit, list the existing permit
number and its issue date
4.1 Specify whether the applicant is public or
FORM: SIDS 06/94 Rage 1 of

i . Nature of Wastewater: 100 Domestic; Commercial; - industrial;
Other r waste (specify):
. Please provide a one or two word descriptionspecifying the origin of the wastewater, sti It as school, subdivision, hospital,
commercial, industrial, apartments, etc.:
Scale facility
3. if wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving
wastewater treatment facility: N/A
M Volume of wastewater generated by dris 50 gallons per day
5 Explanation of lace the wastewater I e was rt
Six employees @ 25 GPD/employee - 150 GPD
. Brief projectdescription: uora1e81e wastewater trom quar,ry scats rsna:trttsed to
be treated by septi.c tank, gravity flow to surface sand; filter, chlorinator, dosing
tank and surface treatment with pe e-ri.te drip system controls & equipment.
IV. FACILITY DESIGN CRITERIA FOR SINGIELIAMHA SPRAY IRRIGATION
l . Number of 120 m =gallons (minimum 240 GPI design flows .
., Dimensions of baffled septic ft_ by ft by ft.
3. Volume of baffled septic
4. Check e categories that apply for the sand falter: surface; subsurface; single;
in series; in parallel; recirculating; pressure dosed.
5. a) d fllr ensio ft by ft : square feet.
b) Sand filter surface loading rate: GpD per square toot
6. a) Secondary sand filter dimensions Cif lei ft" by _ ft. square feeL
b d filter loadins rate Cif aplizable) GPD per square foot.
me,
. Type of 'can;' ;
Volume of contact tank: 1loortsi and rleliation time: ---minutes
8. Volume of storageprovided: gfi " e thao
NOTE: A minimum of 5 days storage must be provided is the p st ge
. Volume of pump : gallons, number of pumps in pump tank
10. Capacity of pumps in pump PM
11 which high muter alarms have been provided- audible and visual; auto dial
Page 2 of 8

12, Specify the following information for the spray nozzles. psi; Cp
13 , fy the loading rate recommendation, as determined by the soils scientist:
inches per hour _ inches per lr, inches per year
14Specify the square footage of the wetted irrigation area: square fect,
d the cover crop.
15. Specify the loading rate will, occur on the spray irrigation field:
inches per inches per week, inches per year
16. Ile project must conform to the following buff (and all other applicablef
a) 400 feet between wettedi ownership;
b) 150 feet bctween wetted area and property Ims, 200 feet in coastal areas
0 100 feet between wetted area and a Potable well,
100 feet between wetted area a ways or surface
e) 50 feet between wetted atta, and public right -of -ways,
f) 100 feet between wastewater treatment mats and a potable ell
g) 50 feet between wastewater treatment units and property fines.
1 „ if any of the buffers specified its No. IV. 16 above am not being met, please explain how the proposed buffers will provide
equal or better protection of the Waters of the State with no increased potential for nuisance conditions:
lg NOTE., if excavation into Wrock is required for installation of the septic tank or sand ;fst , the respective pit must be
lined with at least a 1 ) synthetic liner. The engineer's signature and seal on this application acknowledges
commitment to meet this requirement.
19. "The spray irrigation field must be fenced with a minimum two strand barbedwire fericing. Briefly describe the f ing V. FACILITY DESIGN CRITERIA FOR OTHER THAN SINGLE FAMILY SYSTEMS
I. Provide a brief listing, of the components of,this treatment and disposal system, including dimension's d capacities of
tanks. pumping facilities, nozzles, highwater alarms. filters, lagoons, package tmatment units, disinfection facilitim
irrigation sy ..
Domestic wage drip system composed of ltltlil al. s rid, tank
to VW x ltl'i sand filter. Chlorine contact tablet unit on inlet pipe ,to 61 diia.
10.6' chlorine contact/dosing tank w/high westeralarm; per -rite eontrols & pump
SF
absorptions field. C
. Name of closest downslope surface
3, Classification of closest downslope surface sv - C (asestablished by the Environmental Management
Commission d specified on page 6 of g of this Lion),
f
4. if a power failure at the pump station could impact. waters classified as W , SA., B,, or R, &%cril which of the measures
are being implemented to prevent such Impact, in 1 A NCAC 2H.0
gffe t of pnwor fni urn
tars, with 5.5 clays holding capacity in dosing tank.
FORM: SIDS 06/94 Page 3 of 8

5, Specify the loading rate recommendations as determined by the soils scientist (The Division will consider higher loading
rates in the dry months (June I - September 301 depending on the soils scientist recommendations), If only one loading
rate will be proposed, that rate must be the most restrictive loading rate.
Dry Months (June I - September 30) - inches per hour; inches per week
Wet Months (October I - May 3 1) ____ inches per hour; 0.2 inches per week
Recommended Maxiaturn_10.4 inchesperyear
6. For industrial wastewater, an analysis of nutrients, heavy metals totals, and synthetic organics must be provided along with
appropriate calculations showing the loading rate, based on the most limiting constituent, Tlre chemical analysis must
include, but shall not be limited to: Total Organic Carbon, Biochemical Oxygen Demand, Chemical Oxygen Demand,
Chlorides, Phosphorus, Ammonia, Nitrates, Phenol, Total Tribalortrethanes, Toxicity Characteristic Leaching Procedure
Analyses, Total Halogenated Compounds, Total Coliforms, and Total Dissolved Solids.
What is the limiting tion-hydrardic constituent for this waste? N/A pounds per acre per year of
7. Specify the square footage of the wetted irrigation anca: 10,000 — square feet,
and the cover: 4" wood chip mulch over drip system surface laterals.
S. Specify the hydraulic loading rate that will occur on the spray irrigation field:
Dry Months (June I - September 30) — inches per hour; fD 168 inches per week
Wet Months (October I - May 3 1) — inches per hour; 2. 168 inches per week
8.75
Maximum Application — inches per year
1,989,015 _Ibs.peracre perymof. treated domestic wastewater flow
(limiting constituent)
9. Is hydraulics the linuting constituent? Yes; _ No.
10. Specify the storage volume required by the water balance: 525 gallons; 3 . 5 _ days
11. Volume of storage provided: 825 gallons and ields- 5.5 days
NOTE. Minimum thirry days required at the design now rate. Simi gar to r�H UentiaTI drip system. Soil report
indicates conservative design to receive winter flow. Perc—rite drip system is designed to autcuiatical, ly dose
12. If any of the applicable buffers no in IV. 16 are not being met, please explain how the proposed buffers will provide
equal or better protection of the Waters of the State with no increased potential for nuisance conditions-
AIV.buffers to be met
13. The treatment and 444ffigation facilities must be posted and secured in some fashion to prevent unauthorized entry.
Absorption field will be fenced
Briefly describe the measures being taken:
1Is the treatment facility capable of treating the wastewater to at least secondary limits prior to storage (BOD5,,5 30 mg/L;
TSS _< 30 mg/L-, NH3 -< 15 mg/L-, Fecal Coliform _e, 200 colonies/100 ml)? X Yes _ No. If No, what level of
treatment can be achieved?
15. Are treatment facility or spray fields located within 100-year flood plain? — Yes jL No. If Yes, briefly describe the
protective measures being taken to protect against flooding. Nearest flood vlain is 1000jeet
southwest >of the site.
16. List the Field Number of any spray fields that are located in area where the seasonal high water table is less than 3 feet
below the s ications, of a seasonal water table."
17. Describe the disinfection facilities that are being provided if domestic Wastewater- Dual chlorine in —line
tablet feeder*
absorption field based on soil characteristics.
FORM: SIDS 06/94 Page 4 of 8

This form must be completed by the appropriate DEM regional office and included as a part of
the project subntittal information.
INSTRUCTIONS TO NC PROFESSIONAL ENGINJl ER.
application form an submit the application package.
1. Applicant (specify name of the municipality, corporation, individual, etc.):
Vulcan Materials
2. Name& complete address of engineering furn:
300 E. Wendover Ave., Suite 403, Greensboro, NC 27401
Telephone number: ( 9 10 378-2754
3. Project name: -Vulcan Materials Co. on —site newer
4, Name of closest downslope surface waters., Unnamed tributary to Catawba River 1000� �i�..
5, County(ics) where the spray irrigation system and surface waters are located: Mecklenburg
6, Map name and date: Mountain island Lake, Revised 1983
7, NC Professional Engineer's Seal, Signature, and Date -
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these sewers will be constructed, as identified on the attached
map segment. -
Name of surface waters:
Classification (as establislied by the Environmental Management Commission):
proposed classification, if applicable:
Signature of regional office personnel: Date:
(All attachments must be signed)
I ORNII: SIDS 06/94

THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF
ENVIRONMENTAL MANAGEMENT UNLESS AL I, OF THE APPLICABLE ITEMS ARE
INCLUDED WITH THE SUBMITTAL
a. One original and four copies of the completed and appropriately executed application forni,
b. lbe appropriate permit processing fee, in accordance with 15A NCAC 21-1.0205(c)(5).
c, Five (5) sets Of detailed plans and specifications signed and sealed by a North Carolina Professional Engineer, the plans must
include a general location map, a topographic map, a site map which indicates where ".ngs or hand artier santpies weir ta3
MP showing the land application site, buffers, structures, and property tines, along with all wells, surface waters (100-year flood
elevation), and surface drainage features within 500 feet of the land application site. Each sheet of the plans and the first page of
the specifications must be signed and sealed,
e. Five (5) copies of all reports, evaluations, agreements, supporting calculations, etc, must be submitted as a part of the supporting
documents which are signed and sealed by the NC Professional Engineer, Although certain portions of this required submittal
must, be developed by other professionals, inclusion of these, materials under the signature and seal of a NC- Professional Engineer
signifies that he has reviewed this materiaJ and has judged it to be consistent with his proposed design.
f, Five (5) copies of the existing perinit if a renewal or modification.
g: � For Single Family Systems (a through ( above plus g. 1, 2, 3)
1) A letter front the locat health department denying the site for any permit that the health department has the authority to issue.
2) A soils scientist report (signed) which describes the soil type, color, texture through the B horizon, and recommended loading
rates with supporting calculations.
3) A signed and notarized Operation and Maintenance Agreement.
It . For Other "Chart Single Family (a through f above plus h. 1, 2, 3, 4, 5, 6)
1) A water balanceanalysis, showing annual arnount of wastewater that will need to be applied and the amount of land necessary
to receive the wastewater at the given loading rate. Storage requirements must be. addressed and supporting calculations
provided,
2) A soils scientist report (signed) which includes texture, color, and structure of soils down to a depth of seven feet, depth,
thickness and type of any restrictive horizons, hydraulic conductivity in the most restrictive horizon, Cation Exchange
Capacity (CEC), depth of seasonal high water table, soil pH, and soils map (if available).
3) For systems treating industrial waste or any system with a design flow greater than 25,000 GPD a Hydrogeologic Report
providing the extent and lithologic character of the unconfined aquifer, transnossivity and specific yield of the unconfined
aquifer, thickness and permeability of the first, confining bed, groundwater quality and direction of movement and an
evaluation of impacts of the disposal system on water levels, movement and qualiNy.
4) An agronomist report (signed) which states the type of vegetation that is planned for the spray fields, along with management
and harvest schedules.
5) proposal for groundwater monitoring,
6) An analysis of the wastewater, including heavy metals toWs and synthetic organics, along with calculations for the most
limiting constituents.
FORINI: SIDS 06/94 Page 5 of 8

•4
Name and Complete Address of Engineering F i - Al ley, Williams, , Carmen & King, Inc ®�300 E. t endov r
Ave., Smite 403,
City. Greensboro State: NC zip; 27401
Telephone Number. t 10 37 - 7 5
Professional Engineer's Certification:
1 Paul Phillip hu , attest tha thisalipfication for Vulcan Materials Co. ors- i to
sewer system for Scales Building.
has n reviewed by tie and is accurate and complete to the best of tray knowledge. l further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicableregulations. Although rti ns of this submittal
package may have vet by other professionals, inclusion of these materials under my signature d seal signifies that t have
reviewed d have judged it to be consistent with the proposed .
North Carolina professional`s Seal, Signature, and Late.
4
e �
Applicant's Certification:
1, attest that this applicationf Vulcan Materials Co. on --sit
sewer system for Sc Ales Building.
_�nfeviewed by cue is ate d e plate to t of ttty knowledge. 1 understand t f all of this
applicationnot trtpl t if supportinginformation a ttc�t included, this application
will be returned to e l
Signature
T COMPLETED TED A LICA.TI i A E.
INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENTTO THE FOLLOWING ADDRESS:
NORTH AROLINA DIVISION OF ENVIRONMENTALNA
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE 5
RALEIGH, NORTHA OLI A 27626-0535
TELEPHONE U1733-5083
FAX NUMBER: I
FORM: ; IMF 06/94 Page 7 of

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (II/ 3
Asheville Regional Supervisor
Washington Regional WQ Supervisor
Raleigh Regional WQ Supervisor
59 Woodfm Place
Post Office Box 1507
Post Office 27687
Asheville, NC 28801
Washington, NC 27889
e gh, NC 27611
(704) 251-62
91 94 81
[phone]
Fax [phone]
Fax [phone]
1 1571-4 18
MaconAvery
Jones
MadisonBuncombe
ie it
Duritarn, Nordiampton
Burke McDowell
Camden Martin
Caldwell Mitchell
ChoChowan, Pamlico
Franklin
Cherokee Polk
v Pasquotank
Granville Vance
Clay Rutherford
Currituckuimans
Halifax Wake
Swain
Pitt
Johnston
Haywood Transylvania
Tyrell
Lee Wilson
Henderson Yancy
Greene Washington
Jackson
Fayetteville Regional WQ Superviior r
ioual WQ Supervisor
Wilmington ngton Region; WQ Supervisor "
Wachovia Building, Suite 714
919 S _
127 Cardinal Drive Extension
Fayetteville, NC 28301
MooresviIWNC 28115 -
Wilmington, NC 28405-3945
(910)-1541
(704) 03-1 .
[phone]
Fax [phone]
Fax 7 1' 3 0`
Fax [phone]
Anson Moore
., . ` l enburg
Brunswick New Hanover
Bladen Robeson
a . rs Rowan
Carteret Onslow
Cumbefland Richmond
Catawba Stanly
Columbus Ponder
Hamea Sampson
Gaston Union
Duplia
ScotlandHOke
lmdell Cleveland
Montgomery
In
Lincoln
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard, Suite 100
Winston-Salem, 27106
(910) 7007
Fax [phone]
e Rockingham
Allegliany Randolph
Ask Stoke
Caswell Surry
Davidsonug
DavieWilkes
Forsyth Yadkin
FORM:
ID 0/ 4 Page 8 of 8

C
SOIL AND SITE EVALUATION
RAN ON -SITE WTDISPOSAL
BY SURFACE IRRIGATION
FOR
LU S IT
CIA'IBUILDING) ;e
n
I1=I�,i tCOUNTY,NOOf RTH III
by
T Jacobs Associates. Inc. ,, �
AConsulting Soil Scientists %,.,
g 1 III r*=;
�w*����:-.ter,• • � � "�..� iC��
C.
4N.
444X+
%
i
ffi
b ° - Mr. G. Wesley Webb. n
Alley, VVdIjams, Carmen & King,
P.O. Box 1248
Ft
2 airy Street
Kannaporls. N. C. 0 $
Paul G. Penninger, PS4T
Tory C. J ..
.MI

NOV3 r.
,
c,
Soil and Site Evaluation for anOn-Site _ Waste Disposal Area By SurfaceDrip Irrigation
Fornozzells Ferry load Ste, MecklenburgCounty, N.C.
In da
This, report summarizes the activities, observations, data. collection, conclusions,
v
and management recommendations for a proposed drip irrigation waste disposal
system for a commercial building with employees and °I bathroom. This proposal is
i for, Surface drip on established woodland using drip lines covered with natural mulch
The dripfield is on a 140 acre tract approximately 8 miles NW of Charlotte,'south of
fjwy. 16 fFigures . The recommendation for use of a surface disposal system'
comes one after the Mecklenburg County Heath Department found the area
s unsuitable for ,ground absorption(Appendix , and a separate' ' attempt by a
succeeding luation by Toney C. Jacobs SL Associates which examined the entire
tract for a suitable area: The Soil Survey of Mecklenburg County has a small knoll
mapped as Cecil and Pa ` l soils, area as thoroughly examined on
September 29, 1995 and found unsuitable according T1A. 1A .1900
criteria car ground absorption If using Soil Survey information it would appear that this
soil is usable, however, the site specific investigation proved that the survey information
was incorrect sign flower has been set a gpd e system will only receive
domestic sewage and no industrial waste. Surface disposal through DEEM permitting,
was considered the landown 's'last option to build on his land
e recommendation for an p ` [Surface drip) system is based on e
combination of factors, lncl ding, but not limited topography, ) soil
characteristics, wetness conditions, it depth, 51 restrictive horizons, available '
space with required setbacks, 71 impact on watertabfe, and a workable
0
management plan. Generally, some of these; conditions, which may limit site use can
be compensated for by changing the system design, however, some factors cannot be
remedia , d. It is with this philosophy that this report is prepared.
This report is complimentary documentation,for a design engineered by Mr. 13.
Wesley ebb, P.E. Details which will be a part of that report have been omitted from
this work. although this work, as ell as the design, represent a holistic approach with
on -going interaction. ;

HOV 30 '95 09:53 P.3
2
Eke
The sprayfield is located in a rural area of Mecklenburg County [Rgure 31. Much
of the rural or suburban character is because of soils which do not 'perr. All of the
spray, area is wooded, The soil map shows the homes and roads near the property
(Rgure 4). The area is served by private wells. An investigation or survey will give
accurate information on adjoining wells. I-ocation-of wells Within 500' is referred to the
design engineer. Surface water$ should also be accurately located by the design
engineer or surveyor, No streams or wells were observed within 100' of the proposed
sprayfield.
Because of the homogeneity of the receiver site, soils in the disposal area are.
addressed as a complete unit During the soil. investigation a topo of the spray area
was checked frequently by handheld clinometer. 'The sprayfield is on a lineal sideslope
with a 3-4% slope.
Ibe proposed sprayfield is onty 100' x 100' t.23 acres) due to low daily design
flow (Fig. 41. This area was surveyed duringthe soils investigation. There were many
2-3' diameter surface rocks and a few rocks >5'. Trees an the site consisted mainly
of poplar, gum, smaller wild cherry and dogwoods. There were several poplar trees
with a 20" diameter at breast height (D13H). No wells were associated with the
dripfield or setbacks. The surveyor for the design engineer has produced an of topo
of the wetted area with 100' setbacks (Fig. 5) and no artifacts of old structures which
would have required a well were observed'in the area..
Soil$
The it Survey of Meridenburg County, N. C. (McCachern, 1980) has the area
mapped as closely related mixed mineralogy soils. On the east is Enon sandy toam.,2
to 8 percent slopes, and to the west is Mecklenbusandy loam, 2-8 percent (Figure
4). Detailed information about each of these mapping units is supplied in Appendix 2
[MoCachern, 1980). These series are very elmilar in field descriptions and
management requirements. A site specific investigation placed 3 auger holes in the
immediate wetted area (Rigure 5). The holes varied in depth from 17 to 84 inches.
Each of the holes is described In Appendix 3.
Th
:-
e riptions vary. buthe re was generally about 5* of friable clay loam desct
surface Over a very firm, very sdc" plastic, ixed mineralogy of horizon to 20-
30 inche& The subsurface had moder"ate - angular blocky structure and grades to

at
NOV 30 '95 :5
P.4

provisionally suitable soil or soil and saprolite material. This snail has e loin, but adequate
Saturated hydraulic conductivityto move the conservatively added water during
Winter when ET is at a minimum. Budget is approximately of what could be
applied annually" The litter and " of A horizon soil will readily accept the " per week
4. of loading for waste polishing and percolation into the more restrictive one below.
Drip lines should be placed on " spacing, There is additional acreage in the tract
available for repair. The sum of ET and drainage is greater then rainfall and hydraulic
loading at . * per week. All calculations are conservativelydesigned with more an
sufficient for the proposed system. A very,importent consideration to any system
operation is depth to a confinement or a wetness condition. There were no indications
of a seasonal watertable.'Most of the field is already naturally shaped with heavy leaf
mulch cover., r drip lines are installed. they should be covered with mulch (chipper
is excellent)forprotection. if this mulch oxidizes faster then is naturally added by leaf
fall, it is important protect the sail surface adding additional mulch. Additions of
shade tolerant bluegrass or red fescue could be used if a green look Is desired in
Winter,' aping should be maintained 9beyond the wetted perimeter on the lower
side where possible. This shouldinclude minor fill`w" hauled in topsoil rather than a
denuding of existing surface soils. It is very important that no depressions be left on
-
the surface impound water.
Two important factors of concern in sprayfield design are rainwater additions
which do not readily runoff, and subsurfacelateral flow. Because of landscape position,
a drainage mit interceptor di h should be used on this site (Figure 4 Infiltration
high intensity rainfall events into the surface horizon should be slow because soil
texture and slope.
is recommended ii and wastewater be analyzed once each year, Such
tests are consistent with, using NCDA lab services, coats are also ",
reasonable for these tests. Interpretation of results may be by a soil or agronomy
i consultant or specialist from N.C. Agricultural nsion Service.
.. Good landscape position. Design uses a 9 0' aerial window.
K The system has good uniform slope for surface drainage.
3. Good aspect promote solar radiation and enhance
evapotransporation.

CA: 4 ,_ _.Estimated eats indicate a profile with c ' ient conductivity for -
conservative loading rate of 0.2"/week leading in winter. This loading
raw should Otw8YS give an unsaturated Iry regime.
Even with rylinimal system of this size, there should be a periodic
sampling of 0011 fertility, plant vegetation (plant tissue analysis),
wastewater being added, and possibly bl. Because of possible
LA interaction of e8ch of these, a third party sampling by tail scientistor
agronomist could be advantageous r promoting system longevity and
6. Interpolating from longterm precipitation isohyet for N. C. haa near
annual rainfall at 44 inches per year (Elder'at el, 19133), This is one of
the lowest it, the state (Appendix 4).
Until construction, a Site should be maintained as Is. There should also be
special conditions imposed on the contractor installing the sprayfield This includes
prohibiting work while the Ste- ie wet. Attention should be given to avoid
disturbance of soil or soil Structure by working Mile Sol' istoo wetAnyfield
preparations should be stabilized d quic e p , 'ble w mulch reduces onfi
A3
substantial area is, disturbed.
Thank u for the opportunity be of assistance i project If questions
�# arise about this report, please do not hesitate contact me,

NOV 30 195 9 m 55 P.?
..r REFERENCES
f
7 Elder, B.K. J. M. David and P. J. Robinson. 1983 VWistlbn in i Pr i t'of?
Over AkwtI7 Carolina. "RI Report Ala 785.
Mecklenb4mg County,USDA
Conservation Service., U.S. Govt Printing Cftc 1 gsd

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specific po Toney C Jacobs Assockites, Inc. Figure 5
and plan 168 Broadbill or.
MoorestAlle, NC 2,8115
- s

NUV 30 195 10: 5 P,1
a .m
92.
IL SURVEY
TABLE 1 a-a-PHY I AL AND CHEMICAL PROPERTIES OFSOILS--Continuto
It I
$nil "am* and Oe th i Par aa1r11ity #srailabl e 1 Oi3 rea ticnt 611r nk-swell 1 actura
aaap s 01 t l ater aPaci y i r potential � N
1 1K T
e0. Me0---------1 .*� 1 b. 6- �
.- -----#e llen ir$ �u4
fm erate ----
M
X +
PH
XkB**
N
lacklenaXrg-.--.1 0-7 0.6-2.0 { 0.14-0.15 1 5.6-T- 3 Mow ----------1 0�28�
# 7-311 1 0.06-0.2 0.12-0.1s .6-7.3 !1lederata------- ; 0.32 1
—65 1 - +
N N X
1iPba!nt land.
mo----------- -w1 0.14 u 0.6-2.0 � 0.1#-0.20 6 5.1-7. 1L --- -- 1
Monacan 1 14-41 0.6-2.0 i .14-0.2 1 5.1-7.3 ,Low -- --1 .2 � #
r 43-65 i --- -----------1
X N +
a + X
0-14 0.64.0 1 0.14-0.20 1 5.1-7.3 11.cw --- -----1 0.28 ; a
i 1-43 i 0.6-2.0: 0.14.0.20' 1 .1-7.3Mow $ 0.26 �.:..
4-6 1 - 1 -- --w-
-- --w----w--.-
r i
Ae»ta.
+ N .
N + 1 '
PH, Pa1�.,-----. i 0- 2.0-6. r (1,0+0.1 1 �.S-.AGc d.2I# i
Peo*let 4 1 0.6-� .0 1 0.12- .1 1 » - .H' IL -� ---�
1 31- 5 X
-..--------- ------w ...
• N N
0-3 , 0.6-2.0 1 0.10-.0.14 f 4.5-6.0 iLow --------°f 0.24 ,
3-31 i 0.6 2.0 1 0.12-0.15 X' 5.5-6.0 [Low -..-- .25 1
-w-
,q
gr R 1 65 y w-,.. - : 1 *a..w.w i ---,.----.�.,. udorthenta.
X6 1 1 N X
Pits
X
UL#+ 110*.
yyppry�
Udcrth# r X a
Urban Is"
as V40
p gy �y, q �y q p ,pry ,ry pi
�.-------:N 1 ;N'-aL+ d �w 1V'tl*aP. �"i X .'-6.4^ iN+ -' 4AeG.. !
stance 1 8-3 1 0.0 —0.2 X + — —
X 5-5.5.. !Moderate --1 0.37 � :... .
3-50 --- +
X N
WkH. vkv, WkLr,
Wk1"------------+, 11-7 X
2.0-6.0 1 0.11-0.15 1 5,1-6.6 1Low ------------
Wilke*
1 7-15 1 0. -0.6 0.1 r^- .20 1 6.1-7.6 1M94trate------- 1' 0..32 ;
15 e51------------'--, -� 1
Wue; + # } 8 + # $
Wilkes --- .- -----
1 .
0 d 2.0-6.0 1 0.11-0.15 1 5.1-6.s :Low------- ---_1 0.26 ; 2
w 7w-15 1 0. -0.6 1 0.1+5-0. 0 1 6.1-7°.6 'Moderate-.-----1 0.3
d
15-115 1 1 m------_---------Urban land.
;' i
As I
1 � d N
R
P sae 24P wtlit daserlotieb for the OO pcsitl*n and behavior characterFiaties of the map unit.
1#
&1
a

44D 44.0
500
- 4
500
t
4S.
"®c3 ;
AID ANNUAL PRECIPITATION�.;
a
a
x
a
w
Figure Mean annual precipitation. (Vnits
are in
Y
inches. Nate the
changea the isohyet intervals.)
26
"
N