WQ0006640_Regional Office Historical File Pre 2018

GROUNDWNTER SECTION GW
"
DIVISION OF FNVIROt,,UENTAL MANAGEMENT
=RE C=O R =D F =WASTE SP =SA L=P =ERIT =AP=IC =AT=Vl
REVIEWATE FIE INVESTIGATION? '
LOCATIONFACILITY NAME COUNTY
TypE OF DISPOSAL
SYSTEMICI. m p r �� r �'�DESIGN F�� . 0 `, 7
y,fi.' gp� ep #d ig
$ {„" :.'. "P"?'.g '` � `✓. ^� I Y lea e,^""` : ! tt w "e,
DESCMPnO
SIP m
4 A S UI E: UI . U w e I 'ATEI PIS! I t Al ` TERTIARY
[]IND. SLUDGE INN, W. WATER THEIRS d
DISTANCE FROM E SOURCE TO NEAREST: STREAM ,, WE ILL L"? J
FOR WELL' E OF USE DEPTH PUMP RATE EST.
WHAT DESIGN CONDITIONS WILL�149*ASE-CHANCE OF GW CONTAMINATION:
d �.. r ,� .1,�." _ �` •he'd' Y'€€�`L'� z," �',r*j. '•+t-�r.�" ..��"�;��::.,+'� �'�'"' �•'"`,�Cµ'
WHAT NATURAL SITE CONDITIONS WILL 3jpQU / INCREASE CHANCE OF GW CONTAMINATION:
DEPTH T- BEDROCK
FT. , SEASONAL HIGH W,1 :� ET, � ANNUAL , Tm FLU � ' ET,
SUI FI IAL AQUIFER IIEEC E R K ARTESIAN AQUIFER
Al
Eli: Ln—HOLOGY
z MEASURED FT /DAY MEASURED
ESTIMATED
THICKNESS
. OF ]MONITOR E 11ROPOSED. UP OWN � . EXISTING: UP DOWN
FROM 1 PI SHE P SITE NUMERICAL DESCRIPTION _
T 1 2 S.
GRADESITE iI E L SITUATION GRADE
PROPOSED SAMPLING SCHEDULE PARAMETER(S) ; _ > `; '
mtiA iP n � `�-w 1"`.✓}.a i {�`�( Yd�ll Jr f ! a"k, i fl i.-.✓ � �".". # ._1
a mHYD. REGIONAL SUPERVISOR

ME
ol
MC

Engineering spar rat
12
Mr. Don Safrit
N.C. Division of Environmental Management
meat
Water Quality Section
512 forth Salisbury Street
1, a -
0535
Raleigh, Noun
Dear ikon:
confirming our conversation of may 29, we are enclosing the necessarybackup materials for
Spray Application Permit for the Harrisburg Road Landfill which are; as follows:
1 Application for Permit
) Drawing of Monitoring and Locations
() Backup copy of Calculations
() Drawings: raver Test Data from representative water samples
ursdwat contour asap
a) Site locations d site access Plan; )
To reiterate, as 1 mentioned over the phone, due to the lack of cooperatioirstsn with
t we,
have b unable t a discharge the waters from our ash onofill lad y
en
though qualitatively acceptable, the issue rather lies in the fact that they are unable to handle
large volumes of water at any one plant.
We have tried to resolvethis ratter its every other way possible, on a local basis, however
unable to, d as a result f several conversations both with our 1 environmentalpeople and
mikeParker of the Mooresville Office, we believe this is out only legal twhich l a part method the ids spoil l
also one which could have great benefit to our coif s
Please let us know if you need any additional information if we need to meet its Raleigh or
here on this matterW
is rel ,,
Steve er, Division Manager
Environmental Services & Maintenance
SK/vlt
Enclosure
$400.00 checkno. ioi9860
North Carolina Z8202

At` PrPT, Or NAIMRAL
VNII
3 199,02
State of North Carolina
] rt nt f r r n nt alth, and Natural s * v fM"VTfR1%t� ,tT t M
�tf ..
l sa o f neon i t Management � r� m
lint
n-z% t—
H] r R � F1t � "� USE F�R� g �
A'TION DISPOSAL SYSTEMS
SPRAY IRRIG
OR
(FOR SPRAY i sRFt� F4' TREATMENTFi "°tits}
1 'FORMATION:
t r je k enbu C _ullt
pl,"aist rpra9+i�
print owners or
Signing official's N,,arne and Title (the, persOrl who is legally
•�- and its rr�pl��ar� BobbieShields
responsible �`� the f�a�.ty
Director off En inerin
. IvIailling .d&dss; 700 North Tryon street
Zip.
Charlotte t w
.. fa lia o sta lishmenat nam4. sl c tld n i t nt itl
Pr l t Name u 'vr�t � entnt�s, t�.�.
Projectnartl: can plans/specs., ltttr f t�? apt, operational
Harrisburg Pad Sanitary Landfill
S. ppliadn Date: April 20, 1992 6.
7. County where project is located:
Mecklenburg nutg*
dd ss trn nt and spray facility. 1 Harrisburg Road
9. brad C t
Longitude. i f spray fields
Permit NO. (will be completed by DEW*
r rt "A'al k mrad% i ctit t ,
., Specify r a t is: new; gh III and applicant si natur
If renewal, complete only sections
I th (original and ac n in r
n pttsrrttn p lnt�al�
signature not rired for
FORM- SIDS 4/9

SPRAY IRRIGATION SYSTri-M
PAGE 3 (4/9 1)
8. volumeof storage provided, — gallons; Yields: — days
NOTE: A n-dnirnum of 5 days storage must be provided in the pump/storage tank.
9. Volume of pump =k: _ gallons; number of pumps in pump tank
10. Capacity of pumps in pump tank: I GPM
11. Specify, high water alarms provided: _ audible and visual; auto dial
G
11 Specify the, following information for the spray nozzles: — psi; — P1
13. Spe6fy the loading rate recommendation, as dtterminy the soils scientist:
— inches per hour-, _ inches per week; inches per year
14. Specify the square footage of the wen ed irrigation area: square feet and
cover crop:
15. Specify the loading rate that gill occur On the spray 4niga6on field:
—inches per hour* _inchesper week; _inchesper yew
16: nt p70jt-_1 must conform to the foilo-,ving buffers (and all other applicable buffers) -
a) 400 feet between vx,erted area and any residence under separate ownership;
b) 150 feet betv,,ten werted area and property lines, 200 feet in coastal areas;
c) 100 feet t>--tweenwened area and a potable ell;
d) 100 feet bctmfieen wenarea and d.-.: nage ways or swrfacewaters;
e) 50 feet berweentned area and public right-of-way ;
f) 100 feet bets wastewater 7eatment units and a potable well;
g) 50 feet between wastewater c7eaznenit units and property lines.
17'If any of the buffers specified in no. TV.16 above are not in met, please explain how
the proposed buffers will provide Nu2l or better protection of the Waters of the State
ith no increased potential for nuisance conditions:
18. NOTTE: If eXCaVatiOn into be&ock is required for insia3lation of the septic tank or sand
filter, the, respective pit must be lined with at least a 10 mil synthetic liner. The
engineer's signature and seal on this application acknowledges a commitment to meet
this requirement
19. The spray irrigation field must be fenced with a minimum two strand barbed wire
fencing. Briefly describe the fencing
3 oft

PAGE' l l
If any cable
buffers are not `being Met,, pl as t plal4how, the
f thy. apli
ors ill r°i equal r better prtcti�art f � airs the tt with
proposed '�"�'
no
W increased potential for nuisance, conditions:
facilities rest dust sr
cu tt sm fashion
rit uuthuri entry. riff°
dscrib the measures bits
t pr
Ft. chain Fey secondary limits
t atrrt t facility capable_ f treating the rasic °at t t least
14, I I
prior to stcra m;
� °� z if not, what 1N,1 f :�
Fecal �lif clrttsB� ��.
achiveda
fields locate
ftlaixt I •far flood
plain?Ps
15. �' treatment facilityr sg taken tc� prt�t ct airstfl �; -
If yes, briefly d sc � thepr t cdv ,�, astir s ici
List the field f �' spray fields that are located in area where the seasonal hiEh
16
water table is less than if t bow the sttrrfac a/
'ded if
1Describetl°�
disifcdt�; facilit�s that � Pro,,,,urts.stac •as w°ate. s.
APPLICATIONTHIS PACKAGE VILLs NOT
DIVISION Oi f O ;%I MANAGE'MENT UNLESS
ALL OF
SI)SMITTAL
IS ARE INCLUDED WITH THE
THE APPLICABLE ITEN,
Required Perns
appr riatcl e ...ut d application f
a. and
rt original d th cps f he cu�lart accordance
rdat� with l 3 F
. appropriate' Permit processing fees
urdetailed lays and specificationssigned and said b a NorthCarolina rnap,
C. Pe sets of dtap
PTo
fssinal Engineer, It plans mint include nral location map, tp a c
h indicates Bahr burins r hind air samples �r. taken, a map
site map lttc Oath all
showing the land application site, buffers, tr?acttars, and property lines, also
pp
00
wells, surface waters
i . dear flood , and surface drainage feat
elevation), ures it ire t
he
feet f the land application site- ach shut f the plans and thy. first pase of .
specifications must be signed and seal
ed
f 10

GE /
Name aid Cormplete Address of Enginetring FL- : Mecklenbur Coull-ineerj
700 north Tryon Street:
City: Charlotte State: N, C Zip; 28202
Telephone No. (704) 71
w. n
North Carolina Professional Engineer's Registration No. 7941
Print Name ofEngineer- David Morton
v CARn,µ
lr-
andSignature (specifydate; "
wl
x
o 424 Allt "fie
Applicant's Certification: p
Bobbie Shields � attest that this application for rrl b r Road
Landfill Ash Mail ray lrrl ttt
has been reviewed by me and is accurate and complete to the best of my knowle4ge. I understand
that if all required pans of this application are not completedcompleied and that if all equ ed supporting
information and attachments are not inch,,ded, this application package will be returned a
incomplete,
Signature Date
THE OMPLET APPVCA I . 1 PACKAGE, INCLVDINGALL SUPPORTING
ISFORYATIONANDMATERIALS, SHOULD BESESTTOTHE FOLLOWING ADDRESS:
NORTH A LIN DIVISION OF ENVIRONMENTAL MA,S"AGEMENT
WATER QUALITY SECTION
PERNMITS AND ENGINEERINGlei
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLIN
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Fig r , --e!ojjj toriiig wells , ur n'co—war r Vionitraring, site and
ian wn to disposal cells of or near 14mrrisburg Road landfill.
t

HARRISBURG ROAD IL
SPRAY IRRIGATION APPLICATION

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V4MRAY.
3,92
HARRISBURG ROAD LANDFILL
SPRAY IRRIGATION DISPOSAL SYSTEMS APPLICATION
This report and the corresponding attachments are submitted to
Satisfy permitting requirements associated with the Spray
irrigation Disposal Systems Application for the disposal of
ltachatefrom an Ash Mon fill Facility. The Ash Monofill is a
landfill facility which is environmentally designed to accept
Solid Waste Incinerator Ash from Mecklenburg Count y's University
City Resource Recovery Facility.
The Ash Monofill Ls located in the western corner of the existing
Tarrisburg Road Landfill which is in the eastern part of the
County, bounded by Harrisburg Road to the east and by a Norfolk
Southern Railroad line to the South (See attached Site
Description Map —as surveyed by David M. Lucas, FeV 25, !965.)
EKKIi-AMENA02MIN7
The Ash Monofill consists of an approximately 2 acre landfill
cell which is lined with a synthetic memirane underlain by a lAr
permeability clayey soil layer. with an integrated system of
pipes and finger drains for the removal and collection of
leachate from the cell. The leachate is collected in d lagoonn)
with a full pond capacity of 350gal ,000 lawns. For the calculat-WQ:
rate of wastewater volume of 5500 gallons per day, the lagoon s.
a maximum storage capacity of 63 days. (See Law Environmenta
Drawing 6, "Site Development and Operation Plan," for details 0nd­-,,,,'
infer" ation,)
After carefully reviewing and evaluating the attached leachate
analysis reports, Mecklenburg County seeks to dispose of the
le hate by spray irrigation as opposed to processing the
lea chate at a sewage treatment plant. This process would involve
pumping the leachate from the lagoon to a tanker truck which
would transport the leachate to the designated irrigation area
for disposal. The to truck has a capacity of 1100 gallons
with a pump capacity of 36 GPM and 189 psi Spray Nozzles
at 18 GPM.
The designated area for spray irrigation consists of two separate
areas totaling approximately 5,000,000 square feet and are
located entirely within the Harrisburg Road Landfill disposal
boundaries (See attached Law Environmental Drawing 1, "Site
Location and Site Access Plan"). This would result in a
hydraulic loading rate of 0.64 inches per year over the
irrigation area. The final topography of the landfill has a
maximum slope of 4:1 which will eliminate possible runoff from
the irrigation areas (See Attached Law Environmental Drawing 11,
"Construction Plan").

Calculations for the metal loadings of the le chat indicate
minimal impact upon the site and verify that hydraulics is the
limiting constituent for the system design (See Attached
Calculations). Site life for the metals are far beyond the
anticipated life of the monofill which is currently expected to
close in 1-2 years. Following closure of the monofill, a
synthetic membrane will be placed over the monofill to reduce and
eventually eliminate the creation of leachate.
As concerns the soil investigation for the Site, attached is a
soil survey for the Harrisburg Road Landfill indicating soil
types for the facility prior to landfill operations. This map
has changed as landfilling has progressed over the site, and the
soil profiles for the wetted perimeter area currently consist of
solid waste layers overlain with 6 inches of daily cover and
capped with 3 feet of compacted soil. Studies indicate that the
typical hydraulic conductivity of a solid waste layer is
approximately equivalent to a silty sand or dirty sand, but this
varies depending upon the compaction and the nature of the waste.
Q: _QQ'N.;A7LL U i I
=UIT C)IN
With a lagoon holding capacity of 63 days, a disposal area of
114.8 acres, and an average loading rate of 0.64 inches per year,
spray irrigation will only occur when weather and site conditions
allow it with minimal impact to the landfill. Spray irrigation
will occur more frequently during the hot, dry months of spring,
summer and fall, and will be kept to a minimum during the winter
months.
In addition, the Harrisburg Road landfill has several stations
for monitoring the groundwater and surface water at the facility
(See attached Law Environmental Drawing 2, "Ground -Water Contour
Map and Boring Location Plan"). These ststions are monitored and
samples are taken on a regular basis, and any impact upon the
surrounding environment due to spray irrigation of the site would
be indicated by these samples.
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GROUNDWATER SECTION
t,N ,
MEMORANDUM A
') 3 f992,
TO: j-0ex'L DIVISION or
DATE: 0C A CA
L OFFICE
FROM: Jack Floyd
SUBJECT:' Application for _Renewal /Amendment of Permit No. -
New Permit
Facility Name
e Xe--11 1'/4
County
Type of Project:
1 �141
Central Office Contact:
Applicable Permit Numbers: 61 ee VI) GW 9,zzo
EPA AC
We have received a copy of the above referenced application,
which was sent to your regional office for comment on or about
19qZ
N-1 0
. .... . ....
1101
a
If you do not require additional
applicant to complete
information from
the
review the
your evaluation of
application package and submit
the project, you should
9
your comments to me
by
I f a--4py
available
the application package
to your office, PLEASE
has not been
madc-
a copy can
LET ME KNOW
be forwarded to
IMMEDIATELY so
that
You as soon as
possible.
JF - ;a/An n

To: Permits and Engineering Unit
Water Quality Section
Date: July 29, 1992
NON -DISCHARGE STAFF REPORT AND RECOMMENDATION
County Mecklenburg
MRCS No.: -14
Permit No. WQ0006640
PART I - GENERAL INFORMATION
1, Facility and Address. Harrisburg Road Landfill
Spray Irrigation WWT
700 North Tryon Street
Charlotte, N.C. 28202
-. Late of Investigation: July 28, 1992'
3. Report Prepared By: Michael L. Parker, nvi ron . Engr. II
4 Parsons contacted and Telephone Number: Mr., Steve K l net ,
7 4 - 71 .,
. Directions to Site: The entrance to the Harrisburg Road
Landfill is located on Harrisburg Road 0.5 rile north of to
intersection of Pence Roadand Harrisburg Road in the city
of Charlotte.
6. Disposal ite(a), List for all disposal sites
Latitude: 350 1 ' 1 "
Longitude: 800 41' "
Attach a USGS Mar Extract and indicate treatment plant site
on map.
USGS Quad No.: U 16 NW
. Size land available for expansion and upgrading): There is
114 acres of landfill area available for spray irrigation.
Additional Additional acreage is available on an adjacent golf course,
if needed.
8. Topography' (location map or topographic indicating
relationship to 100 year flood plain included). The site is
not located within the 100 year flood ,plain. Slobs range
from _ % within the disposal area. The ,proposed) site(s)
will be graded to a uniform slope (less than 4 and seeded
with a cover crop prior to spray application.
. Location of Nearest Dwelling and Water Supply Well® The
nearest dwelling is 1000+ feet from the site. The nearest
water supply well is 1 feet from the site.

rshed Stream Basin Information:
Watershed Classification; C
River Basin and Subbasin No.: Catawba 030834
Distance to sutfact water from disposal system:
Approx. 860 feet.
DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
of wastewater;
0% Domestic
100% Industrial (landfill leachate)
a. Volume: 0,0055 MGD (Design Capacity)
b. Types and quantities of industrial wastewater; The
wastewater is lea hate from an ash monofill. The ash
comes from a solid waste incinerator at Mecklenburg
County's University City Resource Recovery Facility.
The quantity of wastewater will be dependant on the
amount of rainfall received on the monofill.
C. Prevalent toxic constituents in wastewater: Trace
amounts of various metals have been detected in the
leachate, however, the spray irrigation project should
only last 1-2 years, and will not approach the
projected lifetime metal loadings.
d. Pretreatment Program (POTWs only); N/A
in development approved
should be required not needed
2. Production Rates (industrial discharges only) in Pounds Per
Day: N/A
3. Description of Industrial Process (for industries only) and
Applicable CFI Part and Subpart: N/A
4. Type of Treatment (specify whether proposed or existing);
There are no existing wastewater treatment facilities nor
are any proposed. The leachate collects in an underdrain
collection system, and, is discharged into a leachate storage
removed by pumping into a tanker truck for disposal.
5. Sludge Handling and Disposal Scheme: No sludge generation
is anticipated. Should any solids collect in the storage
basin, they will be disposed of at the landfill prior to the
closure of the monofill.
6. Treatment Plant Classification; Less Than 5 Points; No
Rating (include rating sheet). No rating

Page Three
7 SIC Code(s) : 49
Wastewater des)
Primary; 72
Secondary:
PART III -'OTHER PERTINENT INFORMATION'
l;. Is this facility being constructed with Construction Grant
Funds (municipals only)? No
2. Special monitoring requests- None at this time
3. Air Quality and/or Groundwater concerns or hazardous waste
utilized at this facility that may impact water quality, air
quality, or groundwater'No AQ concerns nor is hazardous
waste utilized at this facility. GW is being monitored
around this site through a network of monitoring wells. GW
comments should he obtained prior to permit issuance,
PART IV - EVALUATION AND RECOMMENDATIONS
The applicant (MecklenburgCounty) request approval to spray
irrigate le chate from an ash monofill onto a solid wash
landfill that is being converted into a golf course. The County
previously discharged the leaohate into a City of Charlotte
municipal T facility, however, the City discontinued this
option due to hydraulic constraints at the WWTP. The adjacent
(closed) landfill is being landscaped in preparation for
establishment of grass for the proposed golf course. The existing
leaohate storage basin is capable of providing 63 days of
storage, if necessary.,
The County has proposed a hydraulic loading rate of 0.64
inches/year, which should be well within the capability of the
soils fund on the site. The lea hate will he applied by a
sprayer (connected to a lg gallon capacity tanner truck) onto
the golf course fairways. The application rate will he met
through a combination of application vehicle speed and the speed.
of the spray pump (preset). The County hopes that most of the
spray application can he performed during the summer months is
provide golf course irrigation.
Mineral and heavy metal
should not be a limiting con
When the monofill is full e
corer will be placed over th
of rainwater into the ronofi
generation of leachat .

Page Four
Pending review and approval by the and concurrence by
the GW Section, it is recommended that a Permit issued.
Of
i n tur rt PreparTr t
Water Quality► Tonal Supervisor fat __

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HARRISBURG ROAD, LANDFILL
Index to MaP Units
lr-lredell tins sandy loam, t to 5 percent slopes
ApB—Appling sandy barn, 2 to B�p rcent slopes � Irsdell-Urban land compl! , 1 5 percent
Apo—Applln sandy loam, 5 to 15 percent slopes slopes
52 ecll sandy clay loam, 2 to 5 percent LqB—Lignurn gravelly. silt loam, 2 tb 5 percent
slopes, eroded slopes
to I percent
e 2 ec}l sandy clay loam, e -- Mecklen r fuse sandy loam, 2 to 8 percent
slopes, eroded slopes
ecll-ilrban land complex, 2 to percent lie deckle bur fine sandy loam, 5 to 15
slopes
Cecil -Urban land comple , 8 t0 ,S. percent l �k el ecklen ¢l rban land complex, 2 to
slopes,
02B -- avidson sandy clay loam, 2 to a percent; percent slopes
slopes 1�j Monacan soils,
a slopes
an,�y clay barn, l0 15 pescen t1,5 l ;onacan soils and Abrams
slopes aE--Pacolet sandy loam, I5 to 25 percent slopes
a Davidson sandy clay loam, 1510 25 percent PaF-pecolet sandy loam, 5 t0 percent slopes
slopes P52 acolet_Udortnents complex, gullied
n 'non sandy to re, 2 to 8 percent slopes Pt Pits
pn—non sandy loan, 8 to 15 p scent slopes ill. - �rlhents, loamy
° e 2 eorpe llle silty clay loam, 2 to 5 percent UO—1 dorth nls, sanitary landfill
slopes, eroded
e 2�- eor eville silty claVa
y loam; 5 to 15 percent B_oan lead to percent slopes
slopes, eroded Va6rance Sandy loam, 8 10 15 percent slopes
r oldstrslaty silt barn, 210 percent Va Vanoe sandy loam,
t �k --Wilkes loam., to percent slopes
slopes
Goo- oldston slaty silt loam, t0 15 percent ` 'k Wilke loam, to 1 percent, s;opas
slopes VAE—Wilkes loam, 15 5o Z- percent Slopes
He -Helena sandy loam, 2 tC7 percent slopes - 'rlkes loan, 25 to 5 percent slopes
HuB-Helen -Urban land comple , 210 8 percent Wilkes -Urban land complex 5 to 1 percent
slopes slopes
IrAlydell fine sandy loam, 0 to 1 percent slopes