20001409 Ver 1_COMPLETE FILE_20001103

ATATCLURE Equipment gale
Post Office Box 19381
4424 Taggart Creek Road
Suite 101
Charlotte, NC 28219
Bus. 704-394-5761
Res. 704-393-0081
Mobile [phone]
Fax [phone]
fUL VW
;Ott IA2 qNAAL-I
4-25-201 4:50PM FROM PATTERSON BREWER 704 662 0101
permit No.
P. 2
(in be provided 1)y DWQ)
State of North Carolina
Del)artment of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
MOO?PirP Pot fX1'eX#0 §#T,00704 W&TNNO,
DWQ Stor* w2c Ma, aac ncnt Plan Rcvicw-::
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name: CahArruc Le? L
Contact Person: -- Corky mr-clarot Phone Number: (704) 9_1-S7L/
For projects with multiple basins, specify which basin this worksheet applies to:
elei,ations
Basin Bottom Elevation 5GS' ft. (flnor of the basin)
Permanent Pool Elevation S(„ ft. (elevation of the orifice)
Tcmporary Pool Elevation 570 ft. (elevation of the discharge structure overflow)
areas
I'crinancnt Pool Surfacc Area 3 3 sq. ft. (rater surface area tit the orifice elevation)
Drainage Area ac. (on-site and off-.cite drainage to the basin)
Impervious Area 0.9 ac. (on-sire and off-site drainage to the basin)
volumes
Permanent Pool Volume 5200 ± cu. ft. (combined volume of main basin and forebay)
Tcmporary Pool Volurtte 4$71 cu. ft. (volume detained above the permanent pool)
Forcbuy Volume 1L40„ cu. ft. (approximately 20010 of total volume)
Other parameters
SA/DAI (surface area to drainage area ratio from DWQ table)
Diameter of Orificc 2,57 in. (2 to S day temporary pool draw-down requireco
Design Rainfall 1 in.
Design TSS Rcmoval '- '85 % (minimum 85% required)
Form SWU•t02 kcv 3.99 faze 1 of 4
A-25-201 A:50PM FROM PATTERSON BREWER 704 662 0101 P.3
otnotcs;
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed basud upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table enu cs.
In thu 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention hasin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H.1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is • attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
p" a. The permanent pool depth is between 3 and 6 feet (required ininimutn of 3 feet).
/Ed b. The forebay volume is approximately equal to 20% of the basin volume.
AEA c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down ' NIA A*$ f• exlsfiny t)wi^y A w
e. If required, a 30-foot vegetative filter is provided at the outlet (include non•crosive flow
calculations)
Ofd f. The basin Icngth to width ratio is greater than 3:1.
IE? g. The basin side slopes above the permanent pool are no steeper than 3:1.
BEd h. A submerged and vegetated perimeter shelf with a slope of 6;1 or less (show detail).
IE? i. Vegetative cover above the permanent pool elevation is specified.
pE j. A trash rack or similar device is provided for both the overflow and orificc.
ght-
k. A recorded drainage easement is provided for each basin including access to nearest ri
of-way.
1. If the basin is used for sediment and erosion control during construction, cleat) out of the
basin is specified prior to use as a wet detention basin. (erarig. e•+h1 upJAW-1)
OVA--- m. A rXiechanistn is specified which will drain the basin for maintenance or an emcr5cncy.
Ill. WET DETEN'T'ION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wct detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (checkone) does 0 does trot incorporate a vegetated filter, at the outlet.
'fhis system (check one) O does 9 does not incorporate pretreatment other than a forebay.
Form SWtl-I(l2 Rev 3.99 Page 2 of 4
4-25-201 4:50PM FROM PATTERSON BREWER 704 662 0101
P. 4
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wct detention basin system for scdimcnt accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 .to 5 days as designed.
2. Repair eroded areas immcdiately, re-seed as necessary to maintain good vegetative cover. mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
-N," bbasin system sctni-annually or when depth is
f' rd
4, Remove accumulated sediment from th w
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact waver quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give -,in accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads- feet in the main pond, the scdimcnt shall be removed.
When the permanent pool depth reads 075 feet in the forcbay, the sediment shall be removed.
HASIN DIAGRAM
(fill in the hlankc)
Sediment Rc4VUi El. -,Cts• 7S 175
Bottom Elc?ution ? T V%
FOREBAY
Permanent Pool Elevation _W
Sediment Rcmovul Elevation
Bottom Elevation -F4S-..?r
75'x.•
259c
MAIN POND
N/A
??
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sedimclit4himst
ilia a t,er"erdisin shall lbe??minimized to the maximum extent It.
(DU?t to hthlArM1 /t?rTh y01yrw6? POI/ JIW# •4 AYr igtA ?N?? In 6MC#YC0Ly
y .lA fro. is b/e ?a•w?I.,
0 r ?r ?s•1c r?, p•aih ++aNee j NJ),
Form SWU-102 Rcv 3.99 PX81; 3 of 4
4-25-201 4:51PM FROM PATTERSON BREWER 704 662 0101
7. All components of the wct detention basin system shall be maintained in good working order.
1 acknowledge and agree by my signature below that 1 am responsible for the performance of the seven .
maintenance procedures listed above. 1 agree to notify DWQ of any problems with the system or prior to any
chanc,cs to the systctn or responsible party.
Print name: CALVIN D. "CORKY" MCCLURE _
Title: OWNI
Addres
Phone:
Signan
Datc: 4_26-2001
P. 5
Note: The lc8ully responsible party should not be a hocncowncrs association unless more than 50% of the lots have bccn sold and a
rosidcm of the subdivision has been named the president.
U
a Notary Public for the State of
County of ?- do hereby certify that
personally appeared before me this. C7W_ day of and acknowledge the due
execution of the forgoing wet detention basin maintenance requircmcnts. Witness my hand and official seal.
SEAL
My commission expires Jr ? -
Form SWU-102 Rev 3.99 l la c4 of4
PATTERSON
BREWER
Engineering • Surveying • Planning
Post Office Box 1387 • Mooresville, NC 281 15
704/662-0100 Fax [phone]
!4
LETTER OF TRANSMITTAL
DATE: y z 7 01
TO: JOB #: MVO Il
Cc? n ?c? r` c? ? /?lL
_ 21 2 I C. (-&-btf-ee- &V
?G,,1 i << IJ? Z?GaY'2zGo
COPIES DATE NO. DESCRIPTION
I Sto rvy)w-te-c Mme. Per-m;+ APP. ha r on

THESE ARE TRANSMITTED:
c/ FOR APPROVAL _APPROVED AS SUBMITTED RESUBMIT COPIES FOR APP.
_ FOR YOUR USE _ APPROVED AS NOTED SUBMIT COPIES FOR DIST.
AS REQUESTED RETURNED FOR CORRECTION RETURN CORRECTED PRINTS
_ FOR REVIEW & COMMENT
REMARKS:
SIGNED:
Permit No.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
(in he provided by DLVQ)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
M OO I F ICO FOR EXTENT £0 P E^T6NTi0N WE'TZ,AAID,
DWQ Stormwatcr Manaecmcnt Plan Review:
A complete stonmvater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name: CA 6a rru S LC I Q L.t tied; J'
Contact Person: corky Me clur Phone Number: (904) "Y-,516/
For projects with multiple basins, specify which basin this worksheet applies to: A
elevations
Basin Bottom Elevation SGS ft.
Permanent Pool Elevation s6$ ft.
-Cemporary Pool Elevation 5-70 ft.
areas
Permanent Pool Surface Area 2 3 3 "Cl. ft
Drainaee Area -9 ac.
Impervious Area 0.9 ac.
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAI
Diameter of Orifice
Dcsien Rainfall
DcsicnTSS Rcmoval'-
Form SWU-I02 Rcv 3.99
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure ot,erfow)
(crater surface area at the orifice elevation)
(on-site and off-site drainage to the basin)
(on-.cite and off-.cite drainage to the basin)
S2,OC ± cu. ft. (combined volume of main basin and forebay)
4673 cu. ft. (volume detained above the permanent pool)
I19-f O cu. ft. (approximately 20`70 of total volume)
0.57-9 (surface area to drainage area ratio from DWQ table)
in. (2 to S day temporary pool draw-down required)
$S % (minimum S5% required)
Prise I of 4
Footnotes:
t When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
'- to the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
11. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Z7 - design requirements have been met and supporting
Initial in the space provided to indicate the following
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
DEd a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
W b. The forebay volume is approximately equal to 20% of the basin volume.
tlrQ c. The temporary pool controls runoff from the design storm event.
IJ/A d. The temporary pool draws down i N/A Awt to txisfinfj rj h9 A W
V 1A e. If required, a 30-foot vegetative filter is provided at the outlet (include non-erosive flow
calculations)
0 Ed f. The basin length to width ratio is greater than 3:1.
OEd g. The basin side slopes above the permanent pool are no steeper than 3:1.
BEd h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
get i. Vegetative cover above the permanent pool elevation is specified.
CEd j. A trash rack or similar device is provided for both the overflow and orifice.
K. A recorded drainage casement is provided for each basin including access to nearest rieht-
of-way.
01A 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin. (@trwlioV% C"hj LP.Fkdyw,)
_OVA m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. VET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forchays and the
vegetated filter if one is provided.
This system (check one) @'does0/does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does I /does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
-Fore bay
4. Remove accumulated sediment from theµ? basin system semi annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 0.75 feet in the forcbay, the sediment shall be removed.
13ASIN DIAGRAM
(fill in the plunk-5)
Permanent Pool Elevation S619
Sediment Ren\oval El. 75' 175
Bottom ElAation "3 725%
FOREBAY
Sediment Removal Elevation N A 75%
Bottom Elevation S". 7S ? 15%
MAIN POND
N/A c'
6. If the basin must be drained for an emergency or to perform ?naintenancc, the flushing of sedintcntl?
shall he minimized to the ?naxi?num extent practical.
(Dine to Mfh11ti4M1 kyA aMJ vo14t».e? p}o•J A,11 it. Jvo;nd a,• ep%evytncy
ph 'r., MtrTorh w.q/n gNCC Iy IAfI,Y l1 YOrt.4fe 'Ot4oftr.,
Form SWU-102 Rev 3.99 1' ge 3 of
4-25-?-21 4:51PM FROM PATTERSON BREWER 70d 662 0101 P.5
7. All eurrlponcnts of the wee dc(entirnt basin system shall be maintnined in good working order.
1 acknowledge and aurcc by my signature below that 1 am responsible for the performancc of the seven ,
maintenancc procedures listed above, 1 agree to notify DWQ of any problems with the systefn or prior to any
chanoc-? to the system or responsible party.
Print name: CALVIN D, "CORKY" MicCGURE
Title: C4dN1M -
Addr
Phon
Sign;
Date: 4-2fi-2001
Note: The Iettdly ro>ponsiblo piety should not be a homeowncra ussoelUtion unle:ix mote than "47, ur the lots bavc been sold and a
r"ident or the subdivision has been named the president.
"
a Notary Public for the State of
County of do hereby certify that ?? U -:7:)
personally appeared before me this - , day of , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements- Witness my hand and official seal.

- SEAL
My commission expires '
Form SWl;-10: Rev 3.49 P:ilc4 ors
OF wAT?R Michael F. Easley
\0? QG Governor
C? _Y William G. Ross, Jr., Secretary
r Department of Environment and Natural Resources
D C Kerr T. Stevens
Nl? . 1? Division of Water Quality
April 26, 2001
Mr. Calvin McClure
4424 Taggard Creek Road
Charlotte, NC 28219
Subject: Stormwater Wetland
Cabarrus LCID Landfill
Cabarrus County, NC
DW Q# 001409
Dear Mr. McClure:
This Office is in receipt of the plans dated April 10, 2001 for the stormwater management ponds at the
subject facility prepared on your behalf by Patterson and Brewer and submitted to the Division on April 25,
2001. Staff from the Wetlands Unit reviewed the plans and found them acceptable. Please note that this
approval shall not be construed as an approval of the dam design for Dam Safety purposes.
If you have any questions regarding this matter, please contact Mr. Todd St. John at [phone].
S' cerely,
J R. Dorney
e lands Unit Sup rvis r
cc: Mr. Todd St. John, Wetlands Unit
Mooresville Regional Office
Mr. Tim Jewett, Winston-Salem Regional Office
File
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Seivice Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtroe Blvd , Ralcinh, NO 27604-2260 (Location)
O?O? WAT ?, 1
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
DIVISION OF WATER QUALITY
April 26, 2001
Memorandum To: John Dorney
From: Todd St. John
Subject: Cabarrus LCID Landfill
Cabarrus County
DW Q# 001409
I have reviewed the extended detention wetland design for the subject project. It appears to
meet the requirements for an extended detention wetland per the NC DENR Stormwater BMP
Manual. The wetland will be preceded by a sediment basin. I was advised by the engineer that the
natural spring time discharge into the wetland will be 1 cfs which is why the outlet is slightly
oversized. As such, I recommend approval.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)

Project No. DWQ
Project Name: LCID Landfill
SUBMITTED DESIGN: REQUIRED DESIGN:
elevations status
Bottom of Basin (ft) 565
Permanent Pool (ft) 568 3 ft. depth ok
Temporary Pool (ft) 570 2 ft. depth ok
areas
Permanent Pool SA (sq ft)
4573
2313 sq. ft.
ok
Drainage Area (ac) 9
Impervious Area (ac) 0.9 10.0 (Yo
volumes
Permanent Pool (cu ft)
Temporary Pool (cu ft) 4573 4574 cu. ft. check temp(,
Forebay (cu ft) #VALUE! % #VALUE!
other parameters
SA/DA 0 0.59
Orifice Diameter (in) 2.5 0.16 cfs drawdown -
Design Rainfall (in) 1 0.3 day drawdown check draw(
Linear Interpolation of Correct SA/DA ***
OX Impervious
Next Lowest 10
Project Impervious 10.0
Next Highest 20
3 ft. Permanent Pool Depth
SA/DA from Table
0.59
0.59
0.97
A-25-201 4=50PM FROM PATTERSON BREWER 704 652 0111
P. 2
Permit No.
(to br provith-d by D%'Q)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quallry
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN.SUPPL,EMENT
This form may ba photocopied for use as an original
Mo0???E'D FaR ?X7'el•Nl?"? 9fT6N71'aV M1?T?
W p1 vier
A cornplete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basil, design calculations, and plans and specifications showing all basin and outlet
atraccurc dctails•
1. PROJECT !{NFORNIr1TION
project Narnc: C'at errus Lc;rb L!tbj?,'#
Contact Pcrson: , Phone lumber: 7of
For prujcets with inuldpic ba.rills, specify which basin this,vork-shcra applies to;
elel+arlplt.c
Basin Bottom Elevation
Permanent Pool Elevation
-tcmporary Pool Elevation
areas
Pcrrnnncnt Pool Surfacc A
Drainugc Area
lmpcrvicus Area
.._. X61`,, ft.
xg I ft.
_S70 _ ft_
rGa sq. ft.
ac,
d_3 nc.
(floor of the tvBCin)
(elevation nfthe orifice)
(elevation ojthe (Uscharge Structure oVerflaw)
(water surface area ut the orifice elevation)
Con- ite and off-,site drainage to the basin)
(on.site and off-.cite drainage to the bet-Tin)
volumes
Potmant nr Pool valuKn¢ 'f O-O # cu. ft_ (combined volume Of in basin and forebay)
Temporary Pool Voluttle wqL 7'J - cu, ft, (volume derained above the permaner:r pool)
Forcbuy Volume I Z fp, cu. ft. (npprnrimately 20% of total t,olume)
ot/Ter paraMCrer3
SA/DAI p, S,9 (surface area to drainage area redo from DWQ rcrble)
Diameter of Orifice in. Q to 5 day temporary pool draw-down required)
Design Rainfall in_
Design TSS Removal % (rninimurn 35'90 required)
Fonn 5wU•1g2 ttav 3.99 Nags t of 4
A-25-281 4.50PM FROM PATTERSON BREWER 704 662 0101
P. 3
Fo tit n_0=
1 Whun using tho Davarion SA/DA able.- the correct SA/DA n1do for permanent ppul sizing bhould Fits cnmpuucd br.L:d upon the
actuul imrervinu.% and permanent pool depth. Linear intcrpo%ition should be employed to detertnina the correct value for non-
swnd+ud uhle cnuic.-
table`s forlbeth 85% TSSdremoval and 90% TSS remov 1. tovide
90% T35 rarnov 1. The NCDENR BMP munual provides filter
II, )REQUIRED ITEMS OJECKLIST
The following checklist outlines design reyulrements pGr the Stormwater Scat Maptagernent Practioefi Manual
(N.C. Depunrnem of Environment, Health and Natural Resources, 1=cbruary 1999) and Administrative Code
Scctinnc 15 A NCAC 214 .1008-
initial in the space provided to indicate the following design requirements have been met and supporting
documentation is-attached. If the applicant has designated an agent in the StormwatQr Munagetnour Permit
Application Form, the agent may initial below. Ira requirement bus not been met, attach justification.
Applicants Initials
9EL a. The pcctnartcnt pool depth i$ between 3 and 6 feet (required minimutn of 3 fee-0.
1d _ b. The forebay volume is approximately equal to 20% of the basin volumc-
f d _ c. The temporary pool controls runoff from the dcsi$n storm event.
1J d. The temporary pool draws dawn Sat -;-deter N?A Ilys to exr? py cpil Aw
e. If required, a 30-foot vegetative filter is provided at the outlet (include non erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
_pCA_. g. The basin side slopes above the permanent pool are no stccpcr than 3:1.
f CA h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
pit _ i, Vegma rive cover above the permanent pool elevation is specifped-
990- j. A trash rack or similar device is provided for both the overflow and orifice.
0 1A k, A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
_ L if the basin is used for sGdimcnt and vrvsion control during construction, clean out of the
basin is specified prior to use as a wet detention basin. (epoie" 0.+>V1 upik"'")
m. A mechanism is specified which will drain the basin for maintenance or an emcrgcncy.
III. WE'T' DETENTION BASIN OPEP-4,' 1ON AND MAINTENANCE AGREEMENT
The wet detetuion basin sysiern is defined us the wet detention basin, prerreatmcnt including forebays and the
vegetated filter if one is provided-
This system (cheek?one) @(does 0.4ow riot incorporate a vegetated filter, at the outlet.
',this system (cheek onC) O does 9(does not incorporate pretreatment other than a rorebay.
Form SWU-1112 Rev 3.99 Pabc 2 of 4
a-25-201 A = 50PM F: 'RCM PATTERS©N BREWER 7a4 662 0101 P-4
Mairacnance activities shall be pGrformcd as follows:
1_ After every cigniticani runoff producing raillfall event and at laast monthly:
a, inspect the wct detention basin sysrem for sediment accumuladon, erosion, trash accumulation,
vegetated cover. and geot:ral condition.
b. Check and clear the orifice of any obstructions such that drawdownt of the ternporury pool occurs within
2 to 5 days as designed.
7. Repair eroded areas lmmedlatcly, re-seed as acco3macy to mainrain good vagetative cover. MOW vegctsitivc
cover to maintain a maximum height of six inches. and remove trash as needed.
3. Inspect and repair the Collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maimaln
proper functioning.
r" G- 6
Lin
4, p cmovo aeeutnulnted sediment from th +ofam".ion basin system Sc»ni-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sedimetnc shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact eater quality (i,e'
stockpiling'noar a wet detention basin or straam, etc.).
The measuring device uaed to detarmina the radirnent elevation shall be such that it will give an accurate
depth mading and not readily penetrate into accurnulatcd sediments.
When the pemanent pool depth reads ,. feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 0.75 feet in the forcbny, the sediment shall be removed.
BASIN DIAGRAM
011 in rhar IoWnkv)
PCrZlnnCnl Pw1 Elevation ..v
Sediment Rc •.l zi. "-r- 7S 7S' J,w
Sediment Removal Elevation A 75%
$ottorA
F01ZE A'Y
Boaoin E14-ution x 4f. 7r ; 25`Z
MAN POND

G. If the basin must be drained for an emergency or w perform tnaintonance, the f:ushing of sc4iment4hrovt
shall be minimized to the maximurn extept practical.
CDt.e to h1-0 F.40% a A-a Voly?el pen?? .?U I? 41ra -fte d wv'l P. GP%C-yc v..y
f=orm sWU-102 IZOV 3.0 p• v 3 OF Y
A-2S-201 4:61PM FROM PATTERSON BREWER 704 662 0101 P.5
7. All CO111pO11C11ty of the wct dvelltinn basin systcm shun be ntainraincd in a working Qrd,:r.
L acknowledge and st?,ree by my signature below that l am responsible for the performance of the seven .
tllaintcnunce procedures listed above. I agree to notify L)WQ of any problems with the system or prior to my
changes to the systcm or responsible party,
PS-inr name, CALVTN D. "CORKY" Mc0rURE
Title., UWrUiK
Note! Tha legally m4pvnt4ble party should rtAt be -t hOmcowacr,t a,;, acjation unlcnv more clan I % cf the 10lK have; been tiold and u
resident of the subdivixian hux been n,u cd the pewidttlt.
a Notary Public for the State of
County of ' do hereby certify that
personally appeorcd before me this C.' day of , and ackoo-Medge Ehc due
cxccution of the forgoing wet detention basin, maintenance requirements. Witness my hand and official seal.
7r;-
I _ c;? ei
My commission expires 7
Form SWU-lot R%:w 3.99 hc%oa ofe
Date; 4-26-20.01
PATTERSON
V CRE-w !'? ? ?
Engineering • Surveying • Planning
Post Office Box 1 387 Mooresville N.C 281
704/662-0100 Fax [phone]'????,y
APR 17 - nnI
LETTER OF TRANSMITTAL
DATE: q /10 /01
TO: 108 Sf. sok n
1J C_ D,C- Al & , W a.te r QLJ_&l i t-L
2 3 z l C rub tt-_ R1 11A
Ral iecl? . tJ L Z ? !e Oy- Z2 (?0
JOB #: M 00 1 1 q
C n Iota etas L CI
Coin Co rc? NC
COPIES DATE NO. DESCRIPTION
2 Kcal ,sed Closure P14n
2 extendeal De-te.nfion VJefIanCI Pl
I G \?. la. ior? S

THESE ARE TRANSMITTED:
V)
49 0 jt 04411 )k"44'
?FOR APPROVAL APPROVED AS SUBMITTED RESUBMIT COPIES FOR APP.
_ FOR YOUR USE _ APPROVED AS NOTED SUBMIT COPIES FOR DIST.
AS REQUESTED _ RETURNED FOR CORRECTION RETURN CORRECTED PRINTS
FOR REVIEW & COMMENT
REMARKS:
SIGNED:
co L Let,,
1/0 1?
EXTENDED DETENTION WETLANDS
DESIGN CALCULATIONS
FOR
CABARRUS LCID LANDFILL (CLL)
CONCORD, NORTH CAROLINA
PREPARED FOR:
Cabarrus LCID Landfill (CLL)
Concord, North Carolina
PREPARED BY:
PATTERSON, BREWER & ASSOCIATES, P.A.
ENGINEERING * SURVEYING * PLANNING
P.O. Box 1387, Mooresville, NC 28115
[phone] * Fax [phone]
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PATTERSON, BREWER & ASSOCIATES, P.A.
Job Name l+t L Ca r " 'c , L Cj o Job No. MW I 1 7 Date 'L/// 6 ?6 Sheet S _
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(; p Fo_) 0u ??; f=rom }=,ca«re
ei
L ? v F-
? r?
TFRQG
Michael F. Easley
o?oF \ NA
Governor
?- Sherri Evans-Stanton, Acting Secretary
Department of Environment and Natural Resources
Y Kerr T. Stevens
Division of Water Quality
structural stormwater practices as approved by this Office as well as drainage patterns must
be maintained in perpetuity. No changes to the structural stormwater practices shall be made
without written authorization from the Division of Water Quality
If you do not accept any of the conditions of this certification, you may ask for an
adjudicatory hearing. You must act within 60 days of the date that you receive this letter.
To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447,
Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless
you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of
the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-
9646.
Sincerely,
Attachment
cc: Corps of Engineers Asheville Field Offi
Mooresville DWQ Regional Office
File copy
Central Files
Todd St. John
Britt Feldner; The Brigman Company
t vens
c
a;,
7DENR
Division of Water Quality 1621 Mail Service Center Raleigh, NC 27699.1621
Wetlands/401 Unit: [phone]
Fax: [phone]
O?CF W ATFRQG
O 'C
DWQ Project No.:
Applicant:
Project Name:
Date of Issuance of 401
Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is
required to return this certificate to the 401/Wetlands Unit, North Carolina Division
of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621.This form may
be returned to DWQ by the applicant, the applicant's authorized agent, or the
project engineer.lt is not necessary to send certificates from all of these.
Applicant's Certification
I, , 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
and intent of the 401 Water Quality Certification and Buffer Rules, the approved
plans and specifications, and other supporting materials.
Signature: Date:
Agent's Certification
I, , 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
and intent of the 401 Water Quality Certification and Buffer Rules, the approved
plans and specifications, and other supporting materials.
Signature: Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional
(i.e., Engineer, Landscape Architect, Surveyor, ect.) in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the
construction of the project, for the Permittee 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
and intent of the 401 Water Quality Certification and Buffer Rules, the approved
plans and specifications, and other supporting materials.
Signature Registration No. Date
A A
NCDEI a
Michael F. Easley
Governor
Sherri Evans-Stanton, Acting Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
County:
Division of Water Quality 1621 Mail Service Center Raleigh, NC 27699-1621
Wetlands/401 Unit: [phone]
Fax: [phone]
O?OF W ATF9QG
Michael F. Easley
Governor
r Sherri Evans-Stanton, Acting Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
March 20, 2001
Cabarrus County
DWQ Project #
001409
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Calvin McClure
4424 Taggard Creek Road
Charlotte, NC 28219
Dear Mr. McClure:
You have our approval, in accordance with the attached conditions and those listed
below, to place fill material in 300 linear feet of streams for the purpose of expanding an
existing landfill at Cabarrus LCID Landfill as described in your application dated October 20,
2000 and revised on February 22, 2001. After reviewing your application, we have decided
that this fill is covered by General Water Quality Certification Number 3287. This certification
allows you to use Nationwide Permit Number 39 when the Corps of Engineers issues it. In
addition, you should get any other federal, state or local permits before you go ahead with
your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater,
Non-Discharge and Water Supply Water shed regulations. This approval will expire when
the accompanying 404 or CAMA permit expires unless otherwise specified in the
General Certification.
This approval is only valid for the purpose and design that you described in your
application except as modified below. If you change your project, you must notify us and you
may be required to send us a new application. If the property is sold, the new owner must be
given a copy of this Certification and approval letter and is thereby responsible for complying
with all conditions. If total wetland fills for this project (now or in the future) exceed one acre,
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and
(7). For this approval to be valid, you must follow the conditions listed in the attached
certification and any additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional
wetlands and streams to notify the state in order to assure compliance for future wetland
and/or water impact. These mechanisms shall be put in place within 30 days of the date of
this letter or the issuance of the 404 Permit (whichever is later).
2. An additional condition is that a final, written stormwater management plan shall be
approved in writing by this Office before the impacts specified in this Certification occur.
The stormwater management plan must include plans and specifications for an extended
detention wetland designed to remove 85% TSS according to the most recent version of
the NC DENR Stormwater Best Management Practices Manual. These facilities must be
designed to treat the runoff from the entire project, unless otherwise explicitly approved by
the Division of Water Quality. Also, before any landfill material is placed at the subject site,
the facilities (as approved by this Office) shall be constructed and operational, and the
stormwater management plan (as approved by this Office) shall be implemented. The
4 *n
NTDENR
Division of Water Quality 1621 Mail Service Center Raleigh, NC 27699-1621
Wetlands/401 Unit: [phone]
Fax: [phone]
OF WArFR Michael F. Easley
?O? pG Governor
? r William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
`C Kerr T. Stevens
Division of Water Quality
DIVISION OF WATER QUALITY
March 13, 2001
Memorandum To: John Dorney
From: Todd St. John IM,
Subject: Cabarrus LCID Land ill
Cabarrus County
DWQ# 001409
Per my conversation, today, with the project geologist, Ron Gilkerson, the applicant is willing to
construct an extended detention wetland downstream of the Rock check dam shown on the plans
dated 2/6/01. They are willing to construct wetland before putting any landfill material into the landfill. I
??/)..An suggest that we issue the 401 WQC with the following stormwater condition:
additional condition is that a final, written stormwater management plan shall be approved in writing by this Office
before the impacts specified in this Certification occur. The stormwater management plan must include plans and
specifications for an extended detention wetland designed to remove 85% TSS according to the most recent version of
the NC DENR Stormwater Best Management Practices Manual. These facilities must be designed to treat the runoff from
the entire project, unless otherwise explicitly approved by the Division of Water Quality. Also, before any landfill material is
placed at the subject site, the facilities (as approved by this Office) shall be constructed and operational, and the
stormwater management plan (as approved by this Office) shall be implemented. The structural stormwater practices as
approved by this Office as well as drainage patterns must be maintained in perpetuity. No changes to the structural
stormwater practices shall be made without written authorization from the Division of Water Quality."
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
non X00 17- t-. ---I - -11C -1 /t....\ L. a.... ll{. r,.. ...._. ....... .... .... L........H.....J../
O?O? W AT ?RQG
r
N,
Memorandum To
From
Subject:
DIVISION OF WATER QUALITY
March 13, 2001
John Dorney
Todd St. John '
Cabarrus LCID LanIll
Cabarrus County
DWQ# 001409
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
Per my conversation, today, with the project geologist, Ron Gilkerson, the applicant is willing to
construct an extended detention wetland downstream of the Rock check dam shown on the plans
dated 2/6/01. They are willing to construct wetland before putting any landfill material into the landfill. I
suggest that we issue the 401 WQC with the following stormwater condition:
"An additional condition is that a final, written stormwater management plan shall be approved in writing by this Office
before the impacts specified in this Certification occur. The stormwater management plan must include plans and
specifications for an extended detention wetland designed to remove 85% TSS according to the most recent version of
the NC DENR Stormwater Best Management Practices Manual. These facilities must be designed to treat the runoff from
the entire project, unless otherwise explicitly approved by the Division of Water Quality. Also, before any landfill material is
placed at the subject site, the facilities (as approved by this Office) shall be constructed and operational, and the
stormwater management plan (as approved by this Office) shall be implemented. The structural stormwater practices as
approved by this Office as well as drainage patterns must be maintained in perpetuity. No changes to the structural
stormwater practices shall be made without written authorization from the Division of Water Quality."

North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
!1111-o7 17oC1..6... %!11 l174C-0. 1{....1 I.H.../IL.n....r.+-4.. .... ... /.+...r.Hnr..lw/
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
Certified Mail Return Receipt Requested
Mr. Calvin McClure
4424 Taggard Creek Road
Charlotte, NC 28219
Dear Mr. McClure:
0.91?WA
A&14?j 0
NCDENR
February 23, 2001
Re: Cabarrus LCID Landfill
Cabarrus County
DWQ # 001409
The Division of Water Quality has reviewed your additional information submitted February 22, 2001
regarding the stormwater management for the site. It appears to be the same or similar design information
received by this office on December 18, 2000. The design shows a rock check dam in the stream. This
proposed design does not constitute an extended detention wetland as requested in our correspondence
dated February 2, 2001. As such, I will reiterate my request for this information below:
Your application was not complete since the proposed stormwater management is inadequate. This
information is needed by DWQ in order for us to decide whether this project is approvable. Specifically,
this Office recommends that an extended detention wetland designed to remove 85% TSS according to the
NCDENR Stormwater Best Management Practices Manual be constructed to treat the entire drainage from
the site. Please provide plans and specifications, including design calculations, for the extended detention
wetland.
I can be reached at 919-733-1786 if you have any questions. Until this information is received, I will place
this project on hold due to incomplete information (15A NCAC 2H.0507(a)(4)).
PCerti ' fi at' n Program
cc: Mooresville DWQ Regional Office
Todd St. John
Central Files
4401 Reedy Creek Road, Raleigh, NC 27607 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 500a recycled/ 10% post-consumer paper
=f?
PATTER-SON
FEB 2 220?!l ??????
is
Engineering • Surveying • Planning
Post Office Box 1 387 Mooresville, NC 281 15
704/662-0100 Fax [phone]
LETTER OF TRANSMITTAL
DATE: 2-12-d o 1
TO: -Fn dd St ?OkA 1-1
N
%'Jo,Aec- nu??\it? W t an Uh?+
23 21 Ccab tCeee g c
k1( 21 Lc 14- Z Z & 0
JOBS: moot( fi
_?. h ?.11M ? ? c T b
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COPIES DATE h0. DESCRHMON
1 Eros; o?n C-On o
t\j u Cr o e

THESE ARE TRANSMITTED:
FOR APPROVAL -APPROVED AS SUBMITTED RESUBMIT COPIES FOR APP.
_ FOR YOUR USE _ APPROVED AS NOTED SUBMIT COPIES FOR DIST.
AS REQUESTED _ RETURNED FOR CORRECTION RETURN CORRECTED PRRN'TS
FOR REVIEW & COMMENT
REMARKS:
SIGNED: (?-- " - _
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
Certified Mail Return Receipt Requested
Mr. Calvin McClure
4424 Taggard Creek Road
Charlotte, NC 28219
Dear Mr. McClure:

NCDENR
February 2, 2001
Re: Cabarrus LCID Landfill
Cabarrus County
DWQ # 001409
The Division of Water Quality has reviewed your submittal for a 401 Certification for the subject project.
Your application was not complete since the proposed stormwater management is inadequate. This
information is needed by DWQ in order for us to decide whether this project is approvable. Specifically,
this Office recommends that an extended detention wetland designed to remove 85% TSS according to the
NCDENR Stormwater Best Management Practices Manual be constructed to treat the entire drainage from
the site. Please provide plans and specifications for the extended detention wetland.
I can be reached at 919-733-1786 if you have any questions. Until this information is received, I will place
this project on hold due to incomplete information (15A NCAC 2H .0507(a)(4)).
Sincerely,
Program
cc: Mooresville DWQ Regional Office
Todd St. John
Central Files
4401 Reedy Creek Road, Raleigh, NC 27607 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
AdMhMMMMMdM
NCDENR
DIVISION OF WATER QUALITY
February 2, 2001
Memorandum To: John Dorney
From: Todd St. John _A71,
Subject: Cabarrus LCID Landfill
Cabarrus County
D W Q# 001409
I have contacted Pete as well as the consultant. I was supposed to get some plans
from the engineers working on this project last Monday according to the consultant.
However, I have yet to receive any plans. As such, I suggest that we keep the project on
hold. Please see the attached proposed "on hold" letter.

NCDENR
DIVISION OF WATER QUALITY
January 11, 2001 , I'
Memorandum To: John Dorney \ Ile Y./
From: Todd St. John ??
Subject: Cabarrus LC[D Landfill f
CabaiTUS County I
D W # 001409 l
I spoke with Pete today and he agrees that an online stormwater wetland would be a good
idea downstream of the proposed landfill. As such, we can require an extended detention
wetland to protect water quality. Pete thinks that the USACE may be willing to allow the
fill under a NW 39 and the wetland under a NW 18.
Also, Pete is not sure whether or not the Division of Solid Waste will issue a permit for
this fill or not. If it is possible, we may want to condition the 401 WQC to be conditional
upon the issuance of the Landfill Permit. /1
I
Cos
All
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A'Pi

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V

Rc: Caharrus LCID Lanclfill; DWQ# 00 1409
Subject: Re: Cabarrus LCID Landfill; DWQ# 00 1409
Date: TUC, 09 Jan 2001 17:22:47 -0500
From: Peter Colwcll <Peter.Colwell @ncmail.net>
Organization: NC DENR - Mooresville Regional Office
To: "Todd St. John" <[e-mail]>
Not yet. Tim Jewet in WSRO is the soild waste engineer reveiwing the project.
Pete
"Todd St. John" wrote:
> do they have a permit for solid waste disposal?
> Peter Colwell wrote:
> > John,
> > I met with Ron Gilkerson and Dan Brewer this morning about the landfill
> > project. They will be revising plans by pulling the rock dam back
> > upstream near the proposed fill. The don not seem to understand why I
> > am asking for stormwater retention since the area will be grassed when
> > complete and used for parking during races. I think I have them
> > convinced that they need to do some stormwater retention in order to
> > offset the impacts of filling 300 feet of channel and protect waters
> > downstream.
> > They are planning on running a revised plan through me befor e submittal
> > to you.
> > Any thoughts?
> > Pete
> > Pete Colwell - [e-mail]
> > $TITLE%
> > North Carolina Dept. of Environment & Natural Resources
> > Div. of Water Quality
> > 919 N. Main St.
> Mooresville, NC 28115
> > Ph: 704.663.1699 Fax: [phone]
Pete Colwell - [e-mail]
%TITLE%
North Carolina Dept. of Environment & Natural Resources
Div. of Water Quality
919 N. Main St.
Mooresville, NC 28115
Ph: 704.663.1699 Fax: [phone]
Pete Colwell <Peter.ColwellCa)ncmail.net>
'7vTITLEc%
NC DENR - Mooresville
Div. of Water Quality
I o1,2 1/10/01 7:12 SAM
T H
BR +GMAN
COMPANY
I N C O R P O R A T E D
8m
TO:/?,??Af ?.
ADDRESS:
CITY:
ATTENTION:
PLEASE BE ADVISED:
ENVIRC)NMCNIAI SI RVIC LS
I'.v. R()X 1',32
CUNWAY, `C 7V528
?843) 24R93803
DATE: 2 i ooJOB NO: u;7oi•?
RE:r1 .iu5i
7?.,j,rdi 16
WE ARE SENDING YOU ? ATTACHED ? UNDER SEPARATE COVER VIAL THE FOLLOWING:
9--0'APS ? PLANS ? PROPOSALS ? CONTRACT
? REPORT ? C.O.E, PACKAGE ? PHOTOGRAPHS ? COPY OF LETTER
NO. DATE COPIES DESCRIPTION

r ;? b?
2 .S' f -e A-,q L4 r ea
3 612-S9201,14
4
5
THESE ARE BEING TRANSMITTED AS INDICATED BELOW:
REQUESTED ? APPROVED AS-IS ? SUBMIT COPIES FOR DISTRIBUTION
? FOR APPROVAL ? APPROVED WITH CORRECTIONS ? RETURN CORRECTED
La-FOR YOUR USE ? RETURNED WITH CORRECTIONS ? RETURNED AFTER LOAN TO US
? FOR YOUR COMMENTS ? RESUBMIT COPIES FOR APPROVAL ?
? FOR BID(S) DUE
COMMENTS:,'- L.-4 mr

i
;/ I
ED:
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Mr. Calvin McClure
4424 Taggard Creek Rd
Charlotte, NC 28219
Dear Mr. McClure:
December 4, 2000
DWQ Project # 001409
Cabarrus County
The Division of Water Quality has reviewed your plans for the discharge of fill material into 300
linear feet of streams located at Cabarrus LCID Landfill in Cabarrus County for landfill expansion as
described in your application dated November 3, 2000. Insufficient evidence is present in our files to
conclude that your project must be built as planned in waters and/or wetlands in accordance with 15A
NCAC 2H .0506. Therefore, unless modifications of the proposal are made as described below, we will
have to move toward denial of your 401 Certification as required by 15A NCAC 2H .0507(e) and will place
this project on hold as incomplete until we receive this additional information, we are requesting (by copy
of this letter) that the U.S. Army Corps of Engineers place your project on administrative hold.
Please provide us with information supporting your position that states your project must be
constructed as planned and that you have no practicable alternative to placing fill in these waters and/or
wetlands. Specifically can you address the stormwater management needed to protect downstream waters
from the effects of leachate and stormwater. Mr. Pete Colwell required this information during the site visit
but to date this information has not been received. Any documentation such as maps and narrative that you
can supply to address alternative designs for your project may be helpful in our review of your 401
Certification.
Please respond within three weeks of the date of this letter by sending a copy of this information to
me and to Pete Colwell, Mooresville Regional Office at [phone]. If we do not hear from you in
three weeks, we will assume that you no longer want to pursue this project and we will consider the project
as withdrawn. I can be reached at 919-733-9646 if you have any questions.
cc: Mooresville DWQ Regional Office
Asheville Field Office Corps of Engineers
Central Files
File Copy
Britt Feldner; The Brigman Company
4 0 •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES

Wetlands/401 Unit • 1621 Mail Service Center • Raleigh, North Carolina 27669-1621
Telephone [phone] • FAX # [phone]
An Equal Opportunity Affinnative Action Employer
50`70 recycled/10% post consumer paper
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Cabarrus LCID Landfill c/o Calvin McClure County Cabarrus
Project Number 00 1409
Recvd From APP
County2
Region Mooresville
Received Date 1113100 Recvd By Region
Project Type landfill
Certificates Stream Stream Impacts (ft.)
Class
Permit Wetland Wetland Wetland Stream Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. raN?1'
3,) 71l O Y O N 13-17 ?T- 30.711. 0.09 300.00 300.00 I -
F___F_OY ON ???_ F_ F_ F_ F-r
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y *N Did you request more info? (@Y ON
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N
Is Mitigation required? O Y (0 N Recommendation: O Issue O Issue/Coed 0 Deny
Provided by Region: Latitude (ddmmss) 352053 Longitude (ddmmss) 804022
Comments:
cc: Regional Office
Central Office Page Number 1
Facility Name Cabarrus LCID Landfill c/o Calvin McClure County Cabarrus
Project Number 00 1409 Regional Contact: Pete Colwell
Date: 12/4/2000
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Cabarrus LCID Landfill c/o Calvin McClure County Cabarrus
Project Number 00 1409 County2
Recvd From APP Region Mooresville
Received Date 1113100 Recvd By Region
Project Type landfill
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F39 O'('11 V-5-NF-1-1_1-17 r c F - 30,_711. 0.09 300.00 300.00
F-F-IFTY ON
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info?0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y * N Recommendation: 0 issue 0 Issue/fond ,yo
Provided by Region: Latitude (ddmmss) 352053
Comments:
Longitude (ddmmss) 804022
cc: Regional Office
Central Office Page Number 1
Facility Name Cabarrus LCID Landfill c/o Calvin McClure County Cabarrus
Project Number 00 1409 Regional Contact: Pete Colwell
Date: 11/30/2000
Comments (continued from page 1):
During the August site visit Mr. Colwell requested that documentation be provided with the PCN that
showed how the water quality downstream would be protected from leachates, stormwater, and
sediment during and after the landfill is closed out. No such information or documentation was
provided with the application received by the Mooresville Regional Office.
ThaMMG tip that f'he '10plIdatitn be placed on hold until such documentation and
Stormwialp..,gs ?rt?rr,l?+d and,gtreved.
cc: Regional Office
Central Office Page Number 2

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001409
C,__

BOX
B RCONWAY. SC 29528
COMPANY `843)248.9388
FAX [phone]F
I N C O R P O R A T E D tiorCmar,aaci corn
October 20,-2000
001409
Mr. Steve Chapin '
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue
Asheville, NC_ 28801
PAYMENT
RE: Prop: Cabarrus L.C.I.D. Landfill ;RECEIVED
Cabarrus County, North Carolina
Dear Mr. Chapin:
The Brigman Company, Inc., acting as agent for the applicant, seeks the issuance of a
Nationwide 39 Permit to accomplish the deposition of fill within jurisdictional freshwater
wetlands required to construct the referenced project.
Enclosed herewith the application, is the following supporting information:
• Project Location Map (Sheet 1 of 2)
• Wetland Master Plan (Sheet 2 of 2)
• Jurisdictional Determination Request Information
• Notification of Jurisdictional Determination
• Request for NC Dept. of Cultural Resource review
• Threatened & Endangered Species Assessment Report
If you have any questions concerning the application or require additional information to
complete the approval process, please do not hesitate to call me.
Sincerely,
Britt A. Feldner
Wetland Ecologist
cc: John Domey - NCDENR
Ron Gilkerson - Griffin Holdings, LLC
DEM ID:
0 ®1 4 ®9 CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED
(PROVIDE NATIONWIDE PERMIT #): 39
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET).
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL
MANAGEMENT (SEE AGENCY ADDRESSES SHEET).
'KEASE PRINT.
2.
OWNERS NAME: Calvin D. McClure
MAILING ADDRESS: 4424 Taggard Creek Road
SUBDIVISION NAME:
CITY: Charlotte STATE: NC ZIP CODE: 28219
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION
FROM MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME): (WORK): [phone]
4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER: The Brigman Company Inc. P.O. Box 1532, Conway,
SC 29528 [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS
TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Cabarrus NEAREST TOWN OR CITY: Concord, NC
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.)
Commencing at the intersection of Hwv. 29 and Moorehead Road (Hwv 1300) travel
South on Moorehead road approximately '/Z mile and turn left onto speedway access
road. Site is approximately 1200' on the right side of speedway access road
6. IMPACTED OR NEAREST STREAM/RIVER: Rocky River
RIVER BASIN: Rocky River
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL
SALTWATER(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE
WATERS (ORW), WATER SUPPLY(WS-1 OR WS-II)? YES [ ] NO IX ] IF YES,
EXPLAIN:
NAME (IF DIFFERENT
7b. IF THE PROJECT IS LOCATED WITHIN A NORTH CAROLINA DIVISION OF
COASTAL MANAGEMENT ARE OF ENVIRONMENTAL CONCERN (AEC)? YES [ ]
NO [X]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP)
DESIGNATION:
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [X ] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY
OF 401 CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [X ] IF YES, DESCRIBE ANTICIPATED WORK:
Subject property is proposed to be utilized as a construction demolition debris landfill
that will require a N.C.D.E.N.R. division of waste management permit.
9A. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 21.98
9B. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT
SITE:.33 acres
10A. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT
BY:
FILLING: 0.086 EXCAVATION:
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED: 0.086
10B. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: 1225' FT AFTER: 925' FT
WIDTH BEFORE (based on normal high water contours): 3 FT
WIDTH AFTER: 0 FT
AVERAGE DEPTH BEFORE: 3 FT AFTER: 0 FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: _ PLACEMENT OF PIPE IN CHANNEL: _
CHANNEL ELEVATION: _CONSTRUCTION OF A DAM/FLOODING: _
OTHER: Deposition of fill material
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? NA
WHAT IS THE EXPECTED POND SURFACE AREA? NA
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8'h" x 11" DRAWINGS
ONLY): Utilization of the site as a L.C.I.D. landfill will require the filling of a perineal
stream, channel of non-importance (based on a site review with Pete Colwell on 8/22/00)
approximately 300 linear feet (0.086 ac.) by tracked earth moving equipment.
13. PURPOSE OF PROPOSED WORK: The purpose of the proposed project is to
effectively utilize the site as a L.C.I.D. landfill.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS): Due to the location of the stream channel within the project area and the
inherent physical characteristics associated with the operation of a L.C.I.D. landfill, the
proposed stream impacts are unavoidable.
15. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION
OFFICER (SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE
PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE
AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: 10/23/00
16. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE
USE' OF PUBLIC (STATE) LAND? YES [ ] NO [ ] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN
ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE
NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES [ ] NO [ ]
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES( ]NO[]
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT
REGARDING COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY
ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 1302 Marl Service Center, RALEIGH,
NORTH CAROLINA 27699-1302, TELEPHONE [phone].
17. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL
MATERIAL INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS,
LAKES AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT
NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAMS (INTERMITTENT AND
PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP.MAP
SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100
FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL
DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION
LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF
REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Commercial
IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
g. SIGNED AND DATED BY AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, AND
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL
MANAGEMENT (WATER QUALITY) CERTIFICATION.
OYVNER'S/AGEII?TS SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
-THE OWNER IS PROVIDED (18G.))
10 3 00
DATE
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LOCATION MAP PROPOSED
ACTIVITY: WETLAND FILL
CABARRUS L.C.I.D. LANDFILL PURPOSE:
CALVIN D. MCCLURE L.C.I.D. LANDFILL
CABARRUS COUNTY
NATIONWIDE PERMIT #39 APPLICATION LOCATION:
DATE: 10/12/00 PAGE 112 APPLICANT:
APPLICATION NO. CALVIN D. MCCLURE
AGE T: H BRIG A COMPANY. I NC.. O. B 1532. CO AY C 29526 [phone] A : (843) 24 9596
1
PROPOW ORADE ? /
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II
0U
WETLAND MASTER PLA.
CABARRUS L.C.I.D. LANDFILL
CABARRUS COUNTY, NORTH CAROLINA
NATIONWIDE PERMIT #39 APPLICATION
DATE: 10/19/00 PAGE
APPUCATION-CIA..
uTAL PROP. AREA 'l.98 ACP.E
Cl ?WETLANDS a A['RE
VV[- II AND FILL 0 036 ACRE':
IMPACT(LINEAR FEET) 0.33 ACRES
'.. TOTAL PROP. BUFfI:l? I?.;:?O A'CRE
I ACTIVITY:v I WETLAND FILL
L.C.I.D. LANDFILL
CABARRUS COUNTY
CALVIN D.
Charleston District - Corps of Engineers - P.O. Box 919 - Charleston, SC 29402
Reauest for Wetlands Determination
Date: 8/21/2000 County: Cabarrus Latitude:
Wetland Acreage: 0.33 Upland Acreage: 21.65 Longitude:
Project Name: Cabarrus L.D.C.I. Landfill Total Acreage of Tract: 21.98
Property Owner:
(name, address, phone):
.Calvin D. McClure
4424 Taggart Creek Road
Charlotte, NC 28219
Status of Project: (Check One)
Agent/Developer/Engineer
(name, address, phone):
The Brigman; Company, Inc.
P.O. Box 1532
Conway, SC 29528
843-248-9388
( ) On-going site work for development purposes.
(X) Development in planning stages.
( ) No specific development planned at this time.
Project Type: (Indicate the proposed use of the land in question or if no specific work
is planned at present, indicate the current zoning or land use at the site.)
( ) Residential ( ) Commercial ( )
( ) Industrial ( ) Agriculture ( )
( ) Silviculture ( ) Aquaculture ( )
Mixed use (resid. & com.)
Public Works
Other: Landfill
Information Required to Accompany Request: (Check the items submitted. Forward as
much information as is available. At a minimum, the first two items must be forwarded.)
(X) Accurate Location Map (from County Map, USGS Quad Sheet. etc.)
(X) Soil Survey Sheet (from SCS) or Aerial Photograph (from County
Assessors Office or other source - property boundaries shown on soil
survey photo would be very helpful.)
( ) National Wetlands Inventory Map (if available).
(X) Wetland/Upland Data Sheets
(X) Survey Plat or Tax Map of the property in question.
Signature of Property Owner or Authorized Agent:

(The person signing this form must have the authority of f/fe owner to authorize Corps of
Engineers employees or their agents to enter onto the property for on-site investigations if such
is deemed necessary. Do not sign unless you have the specific authority of the owner.)
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ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Cabarrus L.C.I.D. Landfill Project No: 00017 Date: 22-Aug-2000
Applicant/Owner: Calvin McClure County: Cabarrus
Investigators: The Brigman Company, Inc. State: North Carolina
Plot ID: 1
Do Normal Circumstances exist on the site? es No Community ID: Upland
Is the site significantly disturbed (Atypical Situation:)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Field Location:
(If needed, explain on the reverse side)
VEGETATION (USFWS Region No. 2)
Dominant Plant S ecies Latin/Common Stratum Indicator Plant S ies Latin/Common Stratum Indicator
Cynodon dactylon Herb FACU
Grass, Bermuda

Percent of Dominant Species that are OBL, FACW or FAC:
(excluding FAC-) 0/1 =0.00% FAC Neutral: 0/1 =0.00%
Numeric Index: 4/1 =4.00
Remarks:
The hydrophytic vegetation was not meet.
HYDROLOGY
NO Recorded Data(Describe in Remarks): Wetland Hydrology Indicators
N/A Stream, Lake or Tide Gauge Primary Indicators
N/A Aerial Photographs NO Inundated
N/A Other NO Saturated in Upper 12 Inches
YES No Recorded Data NO Water Marks
NO Drift Lines
NO Sediment Deposits
Field Observations NO Drainage Patterns in Wetlands
Secondary Indicators
Depth of Surface Water: N/A (in.) NO Oxidized Root Channels in Upper 12 Inches

Depth to Free Water in Pit: N/A (in.) NO Water-Stained Leaves
NO Local Soil Survey Data
Depth to Saturated Soil: N/A (in.) NO FAC-Neutral Test
NO Other(Explain in Remarks)
Remarks:
The hydrology criteria was not meet.
The Brigman Company, Inc. Page 1 of 2 wetForm'"
ROUTINE WETLAND DETERMINATIUN
(1987 COE Wetlands Delineation Manual)
MUSite: Cabarrus L.C.I.D. Landfill Project No: 00017
Icant/Owner: Calvin McClure
stigators: The Brigman Company, Inc.
SOILS
Date: 22-Aug-2000
County: Cabarrus
State: North Carolina
Plot ID: 1
Map Unit Name (Series and Phase): Mecklenburg
Map Symbol: MeD Drainage Class: Well Drained
Taxonomy (Subgroup): Ultic hapludalfs Mapped Hydric Inclusion?
Field Observations Confirm Mapped Type1 es No
Profile Description

Depth Matrix Color Mottle Color Mottle
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Texture, Concretions, Structure, etc
0-6" Ap 5YR3/4 N/A N/A N/A Loam, Granular
6"-10" Bt1 2.5YR3/4 N/A N/A N/A Clay; Blocky
1018"+ Bt2 2.5YR4/6 7.5YR5/6 Common Distinct Clay, Blocky
Hydric Soil Indicators:,
NO Histosol NO Concretions
NO Histic Epipedon NO High Organic Content in Surface Layer in Sandy Soils
NO Sulfidic Odor NO Organic Streaking in Sandy Soils
NO Aquic Moisture Regime NO Listed on Local Hydric Soils List
NO Reducing Conditions NO Listed on National Hydric Soils List
NO Gleyed or Low Chroma Colors NO Other (Explain in Remarks)
Remarks:
The hydric soils criteria was not meet.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No Is the Sampling Point within the Wetland? Yes No
Wetland Hydrology Present? Yes NNo
Hvdric Soils Present? Yes larks:
area does not meet all the requirements for jurisdictional wetlands.
The Brigman Company, Inc. Page 2 of 2 WetForm1m
ROUTINE WETLAND DETERMINATION
(4987 COE Wetlands Delineation Manual)
Project/Site: Cabarrus L.C.I.D. Landfill Project No:00017 Date: 22-Aug-2000
Applicant/Owner: Calvin McClure County: Cabarrus
Investigators: The Brigman Company, Inc. State: North Carolina
Plot ID: 2
Do Normal Circumstances exist on the site? L No Community ID: Waters of the U.S.
Is the site significantly disturbed (Atypical Situation:)? Yes Transect ID:
Is the area a potential Problem Area? Yes Field Location:
(if needed, explain on the reverse side)
VEGETATION marm neuion No. Q)
Dominant Plant S ecies Latin/Common Stratum Indicator Plant S ies Latin/Common Stratum Indicator
Carpinus caroliniana Tree FAC Smilax rotundifolia Vine FAC
Hom beam, American Greenbrier, Common
Ter rubrum Tree FAC Polystichum acrostichoides Herb FAC
Maple, Red Fern,Christmas

Percent of Dominant Species that are OBL, FACW or FAC:
(excluding FAC-) 4/4 =100.00% FAC Neutral: 0/0 = 0.00%
Numeric Index: 12/4 =3.00
Remarks:
The hydrophytic vegetation criteria was meet.
HYDROLOGY
NO Recorded Data(Describe in Remarks): Wetland Hydrology Indicators
N/A Stream, Lake or Tide Gauge Primary Indicators
N/A Aerial Photographs YES Inundated
N/A Other YES Saturated in Upper 12 Inches
YES No Recorded Data YES Water Marks
YES Drift Lines
YES Sediment Deposits
Field Observations NO Drainage Patterns in Wetlands
Secondary Indicators
Depth of Surface Water: = 4"-5" (in.) NO Oxidized Root Channels in Upper 12 Inches
YES Water-Stained Leaves
Depth to Free Water in Pit: N/A (in.) NO Local Soil Survey Data
Depth to Saturated Soil: N/A (in.) NO FAC-Neutral Test
NO Other(Explain in Remarks)
Remarks:
The hydrology criteria was meet.
The Brigman Company, Inc. Page 1 of 2 WetForm"
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineadon Manual)
Project/Site: Cabarrus L.C.I.D. Landfill Project No: 00017 Date: 22-Aug-2000
Applicant/Owner. Calvin McClure County: Cabarrus
Investigators: The Brigman Company, Inc. State: North Carolina
Plot ID: 2
SOILS
Map Unit Name (Series and Phase): Pacolet
Map Symbol: PaF Drainage Class: Well drained Mapped Hydric Inclusion?
Taxonomy (Subgroup): Typic hapludults Field Observations Confirm Mapped Type? es No
Profile Description
Depth Matrix Color Mottle Color Mottle
(Inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Texture, Concretions, Structure, etc
0-2" A 7.5YR4/4 N/A N/A N/A Sandy loam, Granular
2"-6" E 5YR4/4 N/A N/A N/A ; Sandy loam, Granular
6='9" BE 2.5YR4/6 N/A N/A N/A Sandy clay loam, Subangular blocky
911-1.811+ Bt1 2.5YR4/6 N/A N/A N/A Clay, Subangular blocky
Hydric• Soil Indicators:
NO Histosol NO Concretions
NO Histic Epipedon NO High Organic Content in Surface Layer in Sandy Soils
NO Sulfidic Odor NO Organic Streaking in Sandy Soils
NO Aquic Moisture Regime NO Listed on Local Hydric Soils List
NO Reducing Conditions NO Listed on National Hydric Soils List
NO Gleyed or Low Chroma Colors NO Other (Explain in Remarks)
Remarks:
The hydric soils criteria was meet.

WETLAND DETERMINATION
Hydrophytic Vegetation Present? Aes No Is the Sampling Point within the Wetland? es No
Wetland Hydrology Present? No
Hydric Soils Present? No
Remarks:
This area meets all the criteria for jurisdictional wetlands.
The Brigman Company, Inc. Page 2 of 2 WetForm"
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 200031297
County: Cabarrus
Waters of the U.S. Survey/DelineationVerification
Property owner/Authorized Agent: Cabarrus L.D.C. I. Landfill
Address: 4424 Taggart Creek Circle
Charlotte, NC 28219
Telephone Number:
Size and Location of Property (waterbody, Highway name/number, town, etc.):
Landfill Site located on 21.98 acre tract north of Harrisburg N.E. of the intersection of
Morehead Rd. and U.S. 29.
Indicate Which of the following apply:
There are waters of the U.S. on the above described property which have been accurately
flagged/delineated. We recommend that the delineated lines be surveyed. The surveyed
lines must be verified by our staff before the Corps will make a final jurisdictional
determination on your property.
X The submitted survey plat dated 09/22/2000 for the above referenced property
accurately reflects the limits of waters of the U.S. on the property. Unless there is a
change in the law or our published regulations, this determination may be relied upon for
a period not to exceed years from the date of this notice.
Placement of dredged or fill material in waters othe U.S. on this property without a Department
of the Army permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC
1311). A permit is not required for work on the property restricted entirely to existing high
ground. If you have any questions regarding the Corps of Engineers regulatory program, please
contact:
Steve Chapin at [phone]
Project Manager Signature S <' ?! -r-4" .-c- Date October 18, 2000
BR'(GMAN
COMPANY
INCORPORATE'
October 16, 2000

Ms. Renee Gladhill-Earley
State Historic Preservation Office
NC Division of Archives and History
109 East Jones Street
Raleigh, NC 27601
Re: Cabarrus L.C.I.D Landfill
Cabarrus County, North Carolina
Dear Ms. Gladhill-Earley

Calvin D. McClure is planning to construct a L.C.I.D. land fill in Cabarrus County
on the referenced project site.
The Brigman Company, Inc. acting as agents for Mr. Calvin D. McClure is hereby
soliciting your advice and comments pertaining to the proposed project and as it
relates to properties of historic and archaeoloical significance currently listed in,
or eligible for inclusion in the National Register of Historic Places, and any other
places of specific cultural resource concern. A general plan of the proposed
project and a copy of a portion of the 7.5 min topographic map locating the
project is attached for your agencies review.
To avoid unnecessary delays in securing approval for the proposed project, we
would appreciate receiving your written comments within (30) thirty days. Should
youu have any questions or need additional information concerning this project
please advise.
Sincerely,
Britt A. Feldner
Wetland Ecologist
Cc: Ron Gilkerson
THREATENED AND ENDANGERED SPECIES ASSESSMENT
Proposed Cabarrus L.C.I.D. Landfill
Calvin D. McClure
Cabarrus County, North Carolina
Prepared For:
Mr. Calvin D. McClure
4424 Taggart Creek Road
Charlotte, NC 28219
Effective Date:
October 12, 2000
Prepared By:
THE BRIGMAN COMPANY, INC.
PO BOX 1532
CONWAY, SC 29528
C:\Bafdocs\00017TE
INTRODUCTION
The Brigman Company, Inc. has completed an endangered and threatened species
assessment on the Proposed Cabarrus L.C.I.D. Landfill near the town of Concord, North
Carolina. The purpose of this assessment was to provide a professional opinion as to the
, existence of any rare or endangered species on the proposed Site. Work was authorized
and'site access was granted by Mr. Ron Gilkerson.
State and Federal agencies were contacted for information on known occurrences of
endangered, threatened and rare species in Cabarras County. The U.S. Fish and Wildlife
Service listed five species of flora and fauna as being Federal endangered or Federal
species of concern in Cabarrus County.
By providing NC Natural Heritage Program with the exact location of the site, they were
able to provide us with information on state concerned species that occur near the site or
have possible habitat within the project boundaries. The NC Natural Heritage Program
contacted us with one species of concern.
1
STUDY AREA
The proposed Cabarrus L.C.I.D Landfill project is situated near the town of Concord in
Cabarrus County, North Carolina. The site is located approximately 1200' northeast of NC
Hwy 1300 and about 900' east of Lowes Motor Speedway.
BACKGROUND
Based on the literature review and communication with various agencies, the following list
was prepared of the species potentially present near the proposed project. (E=federal
endangered, T= federal threatened, FSC=Federal species of concern), SC=State concern.
**** Obscure and incidental record
*** Species last observed outside of its normal range or habitat
** The date and/or location of observation is uncertain
* Species was last observed in the county more than 50 years ago.
Certainty of
Status Occurrence
Vertebrates
Carolina darter (Etheostoma collis) FSC Known
Invertebrates
Pee Dee crayfish (Dactylocythere peedeensis) FSC*
Carolina heelsplitter (Lasmigona decorata) Endangered**
Vascular Plants
Schweinitz's sunflower (Helianthus schweinitzii) Endangered Known
Heller's trefoil (Lotus helleri) - FSC Known
2
METHODOLOGY
Aerial photographs were used to locate any areas of potential habitat for rare or
endangered species. A ground survey of the site was used to confirm the presence or
absence of any endangered, threatened or candidate species. The identification of dare
or endangered species was facilitated by use of various field- guides and by previous
-experience.
RESULTS
A ground survey was conducted on September 21, 2000, of the proposed site by The
Brigman Company, Inc. The survey revealed that the majority of the site has been cleared
for no less than three years and is currently mowed on a regular basis. The site does
contain a mature mixed hardwood forest with a bed and bank perennial stream within it.
This mixed hardwood forest is mostly dominated by American beech (Fagus grandifolia),
Flowering dogwood (Cornus florida), Sugar maple.(Acre saccharinum) and Yellow poplar
(Liriodendron tulipifera). The understory included Chinese privit (Ligustrum sinense), Red
buckeye (Aesculus pavia) and Pawpaw (Asimina triloba). The ground cover was sparse
and included Virginia creeper (Parthenocissus quinquifolia), Muscadine grape (Vitis
rotundifolia), Ginger (Hedychium coronarium) and Japanese honeysuckle (Lonicera
Japonica).
3
CONCLUSION
Based on the on site survey, the proposed Cabarrus L.C.I.D. Landfill project was found to
be void of any threatened or endangered species or species of federal concern.
Furthermore, the project site does not contain any areas of critical habitat. Therefore the
determination has been made that the proposed project will have no effect on critical
habitat or on species of State or Federal concern.
LIMITATIONS
This report has been prepared for the exclusive use of the town of Calvin D. McClure and
its designees for specific application to the subject project. Copies of our report may be
distributed provided their use is consistent with the scope and intent of our services. Our
findings have been developed in accordance with generally accepted standards of
practice. No other warranty is expressed or implied. The client recognizes that future
changes in regulations and guidelines may affect the conclusions/ findings presented in
this report.
4
ACKNOWLEDGMENT
The Brigman Company, Inc. appreciates the opportunity to be of service to you by
performing an endangered and threatened species assessment on the project site and
preparing this report.
Respectfully submitted,
Britt A. Feldner
Wetland Ecologist
C:\bafdocs\00017TE.doc
5
THE BRIGMAN COMPANY, INC.
NC DIVISION OF WATER QUALITY
00254-00017
PAYMENT
RECEIVED
10951
I l / 1 /2000
475
i)11V, ?,AUN 1
CNB WATER QUALITY CERTIFICATION 475.00
_--~.~.~r--- _
ro
Concord
Speedo
y elvd
SITE
Moll D<d Creep Rd.
Alorehead Rd. l .
I ~r~-~
---640- ~
i a F E ~ _ _ IV 81 7~ S 433.7 _ epo4 - 2017 51 E 0 4B
~ N 8 330.16' _
p -o ~ •
~ Existing J.._.._.- 620
ro Concrete Drop"inlet , Charlotte ,l Lid`:Elev.• 636.8
15 C,M.P. L_~_---. l/ICINITY MAP NOT TO SCALE a
P 5

. .
J~._ _

' ~ 0 ~ ; _ _ ~ _ 600
6• ~\o'- 51 ~ ~c? _
_ _
~0 _ _ !
d CHARLOTTE MOTOR SPEEDWAY, INC. e~9 /
DEED BOOK 292, PAGE: 173 k9 ~ ` A S IL ~ 5gQl
~ ' TDB S a 0
_ o _ o _
1~ POP SE ,,v ; _ _ - 580-- _
GRAPHIC SCALE MP RA' r s Di NT` _
~ Pr• so 0 3o so ,zo zao ~
~ h ~ ~ h'
ti AS. p ~ / Q y , S e~ d' p'~
( IN FEET) ~ ' ~ ~ O -5~ e
~ ~ ~ Land Baring Debris ~ ' - 1 inch = 80 ft, ~ ~ n / , 0 _
\ i ~ ti / 570
6 ~ ~ ~ ~
~I w No e~ 0 ~
/ F LA D C 1 E R1S g' o'~ 21.98 Acres - e i e 100 Year Flood Line m c
PEMPORARY P ti CONSTRUCTION ~ Area computed by coordinate method Jµ ~ Elevation: 572 0 ~ ~
~ J MW- ~ ENTRANCE i MW- '^~N C r o0 ,d
• / ti 0 V
GA- ~ qo R / _ . y~ - 580 ! ~
C C TAI ~ = / NO FILLING ~ ~ ~ OR EXCAVATION ~ ~ o 0
~ ~ / 't THIN THIS '
MW-4 Q° W'I . ~ { AREA ~ ' ~--r' h
~ ~ 2 - 0
0 CIIARLOTTE MOTOR SPEEDWAY, INC.
` ~ STING _ / - - - - - DEED BOOK 292, PAGE: 173
CLEAN. 42 - SLD ~ :
1 R ~A / P FLOODPLA IG ' _ ,\y
~ ~ LIMITS ~ 1aD. Q ock A
~ - ~ _ ,I `I' 6" Ve atative Cover
. 5'~T - . -x ~-t~-i . _ ~ I i-,-I a _
1 4 - - E7 x1577 i ' , ~ _ t: _ i J ~i j ~ X1.1 r ~ ~ = i=11 ~I i.-11=1i i-l i,^I I --L! I-1II-111-- i I ~I I i~ I II L~:.:IL=i i - - ` i n iii i u-iTi i i t~--i n u i n i
`6~ ! ~OCIf 1 $ j •.l ~ I I~ i t f I I_ III- I! -III _I 1I- _I _ ~ = 18 Compacted Soil Layer- I-1LI=11_ ~
Existing - r ' ~ . ~ ! / Drap Inlet '6 * a ~ :/,:.M' ' P ~ HI_ I IC I ri-i -ur uii~lll-it-Il I= ,o l .1171_
inv. Out. 653.53 ' ~ / 7 er i; ff h MW-5
C~ , ~ ~ 9--- E ~ ~ L; Waste i ©
1 i`9\ 24" No Stumps / I ~a , 4 TYPICAL CAP CROSS SECTION ~
~M.P ilaert & Clean , ~ /PD ~._'°D1 _ N. C.G.S Monument ~ ~ ~ ~ - •~il Onl / PDt 4~ ~ ~;,~-------tea _ ~ ~s 41 - s ~ ~ ~
..RACE" Dated: 1965 ~ ` ' ~ ~ m ~ a~_/ ~ ~ ~ \ o , , 0' ~ 15.62 4
Elev.• 679.33 i sat 2 p~ ' ~
` \ ~O , 3.21 , g„ 114.9 \
4• N.P. ,G~ S 5 89~°3 / ~i
~ Diversion Berm Z ,...E G
N ~ ~ rc i ~ , ~o
~ ~ ; ~ T or 8YR e ~o ~ ~0
~ w E ND~ 'o
co p e ~ 0 ~ 2 or ~ 63
R. - 0 9 °cn,. G- 3 4 39 ~ 100 Year Flood line GE
07 : o~ r m ~ P ~ Elevation: 572
o ~ J ~ y3 ;
c 'cD o, p.. 0 Q, o. B E e •11 I,P.S. _ # 4 Reber Set 63 S
C0 G~ x C.M.P. = Corru ated Metal Pi ~e 9 1
5
e W l ~ Sao Sao _ ,--W ~ no = Duke Power Utilit Tower y
u, QQ1 ~c • = Tem orar Monitor t Wells P y 9
F l s ee e ~ C° w ~o. ' T P vie c~ o ~ P sit a eGf ~
TBM =Temporary Benchmark
coi F`
~ p a'iii , CMS DEVELOPMENT GROUP =Not to Scale A NORTH CAROLINA CORPORATION
A ~ 0 s DEED BOOK 6i8, PAGE: 204 -610- = Proposed Finish Grades
`1 ~ 610---- = Existing Grades
o P ,
TBM set on CMS ~ • A ~ Q Base Dlsk (5) o Q r( y
o Elev 671.17 - h~ _ _
o G ~
_s ~ `,i 6_, r
Chain Link _ _ tom ~ p ~ I Fence ~ ~ 1 U) 1
_ ~ 66 5 w
o N SO d t , o colvrouR IvorE~
FI L ~ ym I Q Contours based on 6/29/00 well gauging data. Contours
7 \ r trt Contours drawn by Enviro-Pro, P. C. on 7/19/00.
0 ~ ~ v w
v t
v ~ ~ n FIGURE S~
G , .
o \ 9 pg ~
h'
1 LGN 9g 1 ~ 8 o B • h ~e~, ``SS ~aldOlI •~~ei. l
i d~,d••C ••y'9 eie J
(.P.S. = 4 Rebar Set ; CHARLOTTE MOTOR SPEEDWAY, INC. # ~ kE•,SION ;~0 e
DEED BOOX.• 292, PAGE: 173 „ I`~ 4, o~[ A 1
C.M.P. = Corrugated Metal Pipe w • 2U! LOCATION: DRAWN BYI TPD CHECKED BY: DEB
o~ 95 P • ¦ • I = ¦ 's a,F Q: Township # 2, Cobarrus County, NC
= Duke Power Utility Tower 0~ 1 V\d '•.NGIN~~:• SCALE: 1„ = 60
f ~ el E. B _ir Engineering Surveying Planning LEASE OWNER1
ro = Temporary Monitoring Wells , DATE OF FIELD SURVEY1 July 5, 2000
1 of Post Office Box 1387 * Mooresville NC 28115 2 6 ~ CABARRUS LC1D LANDFILL (CLL)
5 sec TBM = Temporary Benchmark Qo 704/662-0100 * Fax [phone] CABARRUS COUNT DATE OF MAP: September 14, 2000 Y, NC
Jµe = Not to Scale JOB NUMBER: SHEET
0 moo 119

To concord
SPaedwaY B/ pro:
SITE
M~, ~ V ardCr NARRATI E
Bak Rd Morehead Rd.
_ The ro osed LCID landfill encom asses 22 acres. Total disturbed acrea e is 10,5 acres. P P P g
y ~ Scope of work includes clearing and grubbing, stripping, grading, installation of a ~0 -640
rock dam ermanent diversions and access roadwa avin 6 z ~ •P ~ YP 9 1 83, 77 S 8 • 7'51 E 4 ~ 40 48"
t The site will be used for the disposing land clearing and inert debris. ~ 82°17 N 82 1 _ ~ ' 33
The LCID landfill will consist of one hose and will o erate for / N . P P / 0.16'
a roximatel two ears. Construction o eration and closure of the " - P P Y Y P ~
LCID landfill will be permitted through NCDENR, 0 • ~ Existing ._._630 - 620``
ra Based on the SCS Soil Survey map of Cabarrus County, the soil types at the site include Concrete Dro 'Inlet cnarlatte Mecklenbur loam, Pacolet sand loam, Chewacla sandy loam and Poindexter loam. l.id'clev.•'636.8
• /
These sods classrf within a h drolo is rou C with the exce tion of Pacolet 15" C.M.P. = - I/ICINITY MAP NOT TO SCALE Y Y 9 9 P P sand loam which is a h drolo is rou B soil _
Y Y 9 9 P GP-5 \
LEGEND _ , J--
L P. S, - # 4 Reb ar Set - _ _
C.M,P, =Corrugated Metal Pipe J.--
\
_ ~ ~ Duke Power Utrlrty Tower 0 _ r-------~'~' _ 600--
9 6. i `rn,+
6~ ~ = Tem orar Monltorln Wells \ ~ - O P Y 9 ~ _ _ ~ _
- 6
TBM Temporary Benchmark 90
CHARLOTTE MOTOR SPEEDWAY, INC. j DEED BOOK 292, PAGE: 173 k9 59
=Not to Scale ~ _ _ _
-610- = Pro osed Finish Grades 0
P _o~
---610- =Existing Grades P oP SE PRAY" ~ ,8~--
SQI`'NT ' PD1 ~ =Permanent Drversron
r y l 1.. _ ~ ~
=Construction Limits j" oti ~
e ~ = Wetlonds (Delineoted Augusf 22, 2000 - Q
~ by Brigman Company i ~ ` Land Baring Debri ~ r -g e
Current! bein ermined for fillip ~ ' ~ , 570 [
/ 0 °ti ` , 05 e,, '
/ \ APPROXIMATE LIMITS R~
i j OF D CLEA INC D S ~ LAN R E RI ; 1 1.., et `o r ~ o~' r
TEMPORARY ~ 2 / ( L~ 21.98 Acres e Area coin uted b coordinate method ~ 6 f ~ 100 Year Flood Line
CONSTRUCTION ' to P~~ ENT NCE ,~1 ,f~ MW- _ RA ~ et ; V ~L- v y ..~.3w O~µ flevofion: 572
t1 ..f y ( 0
~ ~ ~ ea ~ ; / GP
GRAPHIC SCALE cl}ECx sTAT1oN ~ o FILL1Nc / ~n 80 ~ Q
'FOR EXCAVATION. ~ . 60 0 30 60 120 2 0 / ~ r..f ; _ CONSTRUCTION SEQUENCE. ,
MW~-4 Q° ~ `,.~.'f ....,WITHIN THIS AREA ~ _ __.i 1. Obtain Ian a royal and ermits rior to be innin work. P PP P P 9 9 _ ~ b
~ ;1" ~ MW-3 ,ow 2, Obtain wetland fill permit prior to earthwork within drainage
~_1~eCland ,ineation °ry IN FEET l ( ) j 0.3 4,res ~--r - ~ feature. ti
_ 1 inch = 60 ft. ' STING - " .l - ~ CHARLOTTE MOTOR SPEEDWAY, INC. 3. Flag the work limits to prevent unnecessary clearing.
- F MER GCIU ~ CLEAN ' DEED BOOK.• 292, PAGE: 173 - ~ 4, Hold pre construction meeting at least one week prior ~
ILL "ARE / 4°~' SLO _ ~ ` , ~ to startin construction.
L PLA ~ j - 9
/ _ 10.0' / , L! ~,i , , , / Ifs E~ , URE ock D j F A om: 9 ~ I ~ - 5. Install tem orar 6-inch thick ravel construction
C o ev. 3 ; / , , ~ ~ entrance 2 to 3-inch ilia. washed stone). t ~
1 ~ ~ ~ PO P , gQ; 5007 ~ f 6. Construct rock. dam. Excavate ermanent w P
ti AR i L , - ,-~~i ~ 1 ~ a ...E - - j i 6b ~ 10 Nl~~RO ,.DATER ,r, ~ -,.i ~ ~ 11 --r ~ diversior;s for rcoer runoff. .1? P
Exist ~ a ~ ~ ~ ~ • . _ ~ ~ ~ Mbt . _ , 7. Clear and rub area to be railed. _ ) 9 9
inv. Ouh 6535) / P~ MW ,
~ o - _ ~ ~ ~ . • ` 8. Grade subgrade to proposed grades shown, ~
_ n9 2 24u. P° No ampps 0 ~ T ~ ~ , / 9. Stockpile excavated soil for future soil cover. J*" ~ r
AMP In t & Cl / - ~ _PDi / r A 9Q ~ PDi ~ //POI ' r ~ Q ~ 10. Seed all disturbed areas in accordance with the
N, C G. S. Monument ~ ~ ~ ~ vl! 'Qiil . , _ RACE" Dofed.• 1965 •w _ ~ ) s - - 4 seeding specifications. ~ o
Elev.• 679.33 e~'_ , ry . J.-'r 59 v inv. 64 R° .t o G _ ~ 0 ~ 15.62
p , - o )
ROPOSED DE ' RA .P. P , 24 •N ~ ~ , ~ _ _ / i--r- , 3,21' • 11..4.9,
e~ . `b~ S 84 3 9 W
z E ND ~ ~ leer on B ( r[f[411 j o j - DPE 1 t L~ / ~t -l ~
~ r~P / r orB Y ved ~ o ~ po eO RB _ ~ ~ <; ~ _ ,
r• w J .t f _ _
~ ~ti EXtSPN E m , aPe 63
Q ~mpor8 Y Ram , ' ,1 ~g
. Gp_ . w 0~ 39 100 Y ar Flo d ine ~ e o L
c~ tJ~ p .`cP ~ flevofion: 572 ,53
3'11
d 6'' ~~o P~ i . .fie 1_, 6p e5 c..~~-.-_1 S6
~ o 'z A N NA CE LA MITE N P N.
w 1 :T ~ ~ _ ~ ~
ti 10 MW-6 cn c s °_3 _ ~ c',~ The followin maintenance Ian shall be followed until the site is coin letel stabilized after 9 P P Y
_ ~ _ - ' v~ • ~ 5 .-i n QO fA construction. Durin construction the Contractor shall be res onsible for ins ection and
r~• cv''o. F~IJ As Neede po, . r To Provide 9 P P
a s _ , Positive ~ ~ . s maintenance of all erosion and sediment control structures.
_ r 7
_ CMS DEVELOPMENT CRDUP 1. All erosion control measures shall be checked for stability and operation following any
A NORTH CAROLINA CORPORATION runoff producing rainfall and at least once every week. Any needed repairs shall be
~s ~ D ~w, . DEED BOOK. 618, PAGE: 204 made. immediately so that all erosion control measures are maintained as designed,
o ~ , 64 _ r~_
, TBM set on CMS r • , Base Drsk (5) Aa ' . 5 ~~~~a~~~"~~~+~,,~~ 2. The rock dam shall be cleaned out when the level of sediment reaches
~ Elev; 671.17 ~ ~ ~ _ 5 pQ~~•,,..~ the mid depth point below the weir elevation. Washed stone shall be cleaned or ES~Ip
0& b replaced when the sediment pool no longer drains properly.
_ ago ~o _ ~5 ,,r ~ ~ _ 6 ~ r • e AL 3. All seeded areas will be fertilized, reseeded as necessary, and mulched in accordance
f a ~ _ , ~ Choln Llnk ~ a 5$ I : with the seedin s ecifications in order to maintain a dense ve etative cover. . ~ 9 P 9
Fence \ ~ ..r ~ ~ 660 r ° 's '•.FN E~;
6~ - e g o \ ~ 6 ) 0 .,,GI NE,, 9N ~
y ` ' A~ J ~ _ I f, g~~~~,.
z~o~
670 ~ e
~ FIGURE 5~
~P
e. ~ o Og Jp
19 6
o A jB, g0 ~
CHARLOTTE MOTOR SPEEDWAY, INC.
DEED BOOK 292, PACE: 173 ~ RI ii
e~ i~ ,,.w, LUCATIUN~ Y~ DEB
n0~ ah DRAWN BY TPD CHECKED B
e ,fig f Township # 2, Cabarrus County, NC ,e
Ov 1 SCALE l = 60,
el iriq LEASE OWNER: 2000
DATE OF FIELD SURVEY' July 5, 1,A G,)(lrr., S'v lie,
k ~I 5 130 00 Shifted Rock Dam Per NCDENR CABARRUS LCID LANDFILL (CLL) NCDENR TPD DATE OF MAP, iO, 1 Jul 77, 2000
Qo4 1 CABARRUS COUNTY, NC
JOB NUMBER: SHEET
NO. DA TE DESCRIPTION BY moo 119 5

N.C. D
,ENVIRONME
& NATURAI
FEB 0'
Dil,"00,11

To Concord
Spey ~
W!
ATE
M
Rd Morehead Rd.

6 . 493.77 - S 8t~•40'4 t ,
y x1751 p8 ~ ~ ~ - 82'1T51 330.18.' '
k a ~ ~
\ ~ e ~ C~ _ . 63~
o 620
~ Existing _ Concrete Drop"Inlet -
ro Lld :E'lev" 836.8 ' .
Charlotte 15" C,M.P.' 4 ' .
w 1/JCINI TY MAP NOT TO SCAtE P 5 \ ~ Jam, ...,,F
...u._ u+~" ~..r
, ~
r , ~
A „
~ ~ . . -
_ 600
4 b 1
0• ~ \ b ~ ~

6, . - 59 ~
CHARLOTTE AlOTOR SPEEDIPAY; INC. ~2 , ~,~e _
r, ~ ~ , _ DEED BOOK 292, PAGE: ! r3 S IL - • ~ ~N.. . . , .
D 5 . ~ . _ o .
- _ 580
P S~ . RAY .
1 NT ~ - , HIC SCALE ~ f CRAP ~
P~ _ _ - v~ h .
80 0 JO 80 120 2~ - 5 ~ h' „ ~ - ~ . ~
b 's ~ ' 8 ~ Q
. ~ ~ ~ Land eating Debris` -
(IN FEET) ~ ~ ~ r ~ . ' , ` 1 inch = ft~ i 57 ~ ~ 0
i \ Qp , V~ ~ a . ~I Na
Q ~ i 5 ~ 6 ~ ; ~ et 0
R ~ 8' o~ ~ ~ m ,21, 98 Acres a f00 Yeor Flood Line '
' F D C E IS ' y , ~ 7 0~ Area computed by coordinate metAod r ~
TEMPORAR 1 ti . Are ~ CONSTRUCTION ~ ~ ~ , ' b ~o
ENTRANCE , m , r
z ~ 4 , - ,
GP- e / ' ` NO FILLING ; 580 _ ~ - e ~ 0 0
C C TAl ~ OR EKCAVATION~ ' - ~ ~ . J _ ' ,~s'' ~ + _ _
~ , ry R'ITHIN THIS • MW~4 ' AREA ~ / / ~ MW-3 ~
ti
CHARLOTTE MOTOR SPEEDWAY, WC.
i G v DEED BOOK. 292, PACE: 179
~ ~ ~ ~ ~ ~ a;_ ' CLEAN ~..,r,
, 1 fi , . , O / i~~ 1 't . Qp ; ; f; . r, •
Pt00DRl. _ - . r... - ~ - Lltiti TS.~ ,
_ - . tick. . . 6 Vegetative over
~ / L .
. F ~ - RN ' ~','E „ , EXTENDED"DETEN 0 . )ETENTION . i.._' ~ i
ti 1' 1 1 'ti... . . WE11ANb FEATU BAR/ _ - - j-~ 1S Compacted Soil Layer- -
~ . . ~ ~ ~ r T .71, _ r'~ ~ _ ! i cr ; , - i-i -II i r-iii 111- -ii --I iir-~iri -III- - T _ - - .__.....7 _ - ~ _ ~ rn I I t ,o
. _ _ ~ ' . . Was e
~ . , s , • ~ . - OSS SEC110N
~ i ; . _ . , o g TYPICAL CM ~
a . . Stum s~. - s ,
` ~ ~ ~?4" C Inert dean ~ ~ r_ _POr ~ ~ AMP Po ~ - ~ ` o ~ G n 15 2' ~
N.GG.S Monument ~ c 11 'only, ; ' m ~ ~ , . ACE Dated.• 1965 ~ R _ 6
Elev 679.33 t e4r,z , ?o . / ' - ~ ~ p 3.21 .
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9 = 4 Reber Set
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_ , C~.
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~ c^ ~ _ _ ~ CAIS ~ . , °oa~ _ 1 _ . _ - , - " A NORTH CMS DEVELOPMENT GRO
o . A NORTH CAROLINA CORPORATION 09 ~9e~ai~e~'p,~rJO ~ - - _ DEED BDOK 818, PAGE: 204 ~e tH CARD 'A. 610 Proposed Finish Grades ,6 e ti t
DEED 1 ~ A , "9 \ -9 4~ + ~•~,RMD1gQ e00 ~R ~.~~'~~'~EesP® -610-- = Existing Grades
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. - CONTOUR NOTE.• Contours based on 6 29 00 welt auging dafo. Contours 1 4/1%1 ADDED EXTENDED WETLAND FEATURE TPD
i '~'y FILL Y ; - , ~ ~ ~ _ _ ~ ~ rm / / 9 Contours drawn by Enviro-Pro, P.C. on 7/19/00• N0. DATE DESCRIPTION BY
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CHARLOTTE MOTOR SPEBDNAY, INC. DEED BOOK 292, PAGE: 179 R C.M.P. = Corru ated Meta! Pipe DRAWN BY' TPD CHECKED BYE DEB L~CATI~N~
9 _ .c; , , ' Townshi 2, Cabarrus County, NC
{V Duke Power Utility Tower
Engineering * Surveying * Planning LEASE OWNER, DATE OF FIELD SURVEY1 July 5, 2000
6 Jc Q = Temporary Monitoring Wells
Post Office Box 1387 * Mooresville, NC 28115 CABARRUS LCID LANDFILL (CLL) DATE OF MAPS September 14, 2000
k TBM = Temporary Benchmark 5 ,fie 704/662-0100 * Fax [phone] CABARRUS COUNTY, NC
e° JOB NUMBER: SHEET
Jµe = Not to Scale 0 M00119 3

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TECHNICAL SPECIFICATIONS i inn = >.o tt•. 6T u~6.~[ 563
WETLAND PLANTS
1) SUBGRADE FOR DAM TO BE PROOFROLLED PRIOR TO EARTH FILL PLACEMENT. _.r._,_...__..~.__~~____.
ANY SOFT OR PUMPING AREAS ARE TO BE UNDERCUT AND REPLACED WITH ` SCIENTIFIC NAME COMMERCIAL INUNDATION NALDLIFE II NOTES COMPACTED EARTH FILL. COMMON NAME FORM AVAILIBILITY TOLERANCE E
2) COMPACTED EARTH FILL TO HAVE DRY UNIT WEIGHT OF AT LEAST 90 PCF. ~___....a..___._.__._____.._ ~..._,..v_..,.~.__..____r_~
TOR t d air finis ALL EARTH FILL TO BE COMPACTED TO MINIMUM OF 95% OF STO. PROC Pel an ra g Nigh, Bercles are I`I Full sun to partial shade. I 1 6',
Emer ent Yes U to 1 ft. E MAXIMUM DRY DENSITY, Arrow arum 9 P Eaten by wood ducks I I CANC. ANCHOR I (21- ~~µllyrl~ pp 6~, ~q N771- COLLARS
3) EXCAVATED SIDE SLOPES TO BE STABILIZED WITH GRASS COVER IN ACCORDANCE ~~~"""~"`°._~u""~""~~"~~~ ~~'.__M.w._°. __°-"~~t~"Tubera and~~ v~~~~~~~m~~~~~„~~~~tl~
WITH SEEDING SPECIFICATIONS FROM EROSION & SEDIMENT CONTROL PLAN. saggitaria latifolia I Madera e, Aggresswe colonizer. i
Arrowhead Duck ototo Emergent Yes Up to 1 ft. seeds eaten by ducks 4 FINAL DAM EMBANKMENT SLOPES TO BE TRACKED AND STABILIZED WITH GRASS ~ P _ _..~_~__._.w ._~._._-.w._._____..~_
COVER IN ACCORDANCE WITH SEEDING SPECIFICATIONS. High. Songbirds and {Tolerant of fluctuating water Andropogon virginicus ~ U to 3 in. browsers. inter food levels and artial shade. PLANTING N
CONTROL PLAN. Perimeter Yes P I P Broomsed e NTING NOTES: ,_Y~ s o s Y N z
5 CORRUGATED METAL RISER STRUCTURE TO BE ALUMINIZED. ~ and cover. - ~ PLANT SELECTIC T SELECTION, SIZE AND QUANTITY MAY VARY BASED ON 24• aa~c i• a' 7e~ a' s'
6 CORRUGATED METAL DISCHARGE PIPE TO BE ALUMINIZED, Andropogon glomeratus Requires full sun, Emer ent Yes up to t ft. ~ ACTUAL CONDIT AL CONDITIONS, PLANT AVAILABILITY AND COST FACTORS.
I Bushy Beardgrass 9 i 7) ANTI-SEEP COLLARS FOR DISCHARGE PIPE SHALL HAVE WATERPROOF CONNECTION ,,,~-_.,__~_,_._,~.__~.~..___.___.._~.._w_.__.~.._. _._-~..~..._-.M.._.___..._.~..-..-_-..~ PLANTING IN TH TING IN THE 0"-9" DEPTH SHALL CONSIST OF PLANTS WITH OUTLET Sl(tUC7URE DETAIL
A reasive Mo eliminate TO DISCHARGE PIPE. COLLARS TO BE ALUMINIZED CMP, T has Low. Except as cover ~ 99 Y 01 YP PP~ {other species. Volunteer. INUNDATION T CATION TOLERANCES FROM 3" TO 6". PLANTING IN THE 9"
Emergent Yes Up to 1 ft. ! MCattai -.__._-_T.m._.~_.._.,.__.. ~H~,,.h~ollut._.-..__..._.._.~.
_,_.n._ ~_._m _ .-,J__-.....,..._ 9 P ant Treatment. r~ ~ , TO 18 DEPTH B" DEPTH RANGE SHALL CONSIST OF PLANTS WITH INUNDATION
Ceratophyllum DWOersum Low food value. Good Free floating SAV. Shade I habitat and shelter for Submer ent Yes Yea tolerant. Rapid growth. TOLERANCES FF Coontail 9 fish and invertebrates. RANGES FROM 6" TO 3'. PLANTS SHALL BE SPACED EVERY 36" 0/C.
..-e.~.._ .~m_.~ _..._.w.._w,..__.~._..~. 35% OF PLANT OF PLANTS SHALL BE PLANTED IN 0"-9° DEPTH RANGE AND 35% OF
Scir us un ens High. Seeds, cover. Feet colonizer. Can tolerate P P 9 ~ ~ eriods of dr ess. full f PLANTS SHALL TS SHALL BE PLANTED IN THE 9"-18" DEPTH RANGE. THE REMAINDER
Common Three-Square Emergent Yes Up to 6 in. Waterfowl, songbirds, P Yn I SEEDING MIXTURE RATE (Ib/acre) sun. High metal removal, E OF PLANTS SHE LANTS SHALL BE OF THE PERIMETER TYPE AND SHALL BE PLANTED
s lea .______d_._____...ar,____._...._.____.__..____.____}..__...~._.___.~ w__._.__.__.....___._.....__.__.....~. pec 200 (4-5/1,000ft )
7011 Fescue Lemna spp. Submergent High. Food for i ABOVE THE NWI Duckweed Yes Yes Waterfowl and fish. High metal removal. ~ ~E THE NWE LINE.
NURSE PLANTS Emergent ___~~...m_.._..__,,_.___..,._~_~.._..__._.....~__.~..__..~_...
Between May t and Aug. 15, add 10 1b/acre Sudangrass or , I ~ ~.4y~V~W~ V ~v'c'y f0 Ib acre German miNet. Prior to Ma 1 or offer Au . i5 add Saururus cemuus { Low, except for Rapid growth, Shade Tolerant.! / Y 9
40 Ib/acre rye (grain). Lizard's Tall Emergent Yes Up to 1 ft. wood ducks. i ~..w..___....___.. ~ ._~.__..______,...._~i ' _ PLANT DENSITY JT DENSITY (0"-9" DEPTH) 283 PLANTS EVERY 36" O/C
SEEDING DATES i Full sun. Can tolerate r.~_--~-~----~---~---._-_..
Best, August 25 - Ocfober Hibiscus moscheutos Emer ent Yes Up to 3 in. , Low. Nectar. I Possible: Februar -Aril 15 Marsh Hibiscus 9 periods of dryness. PLANT DENSITY JT DENSITY (9 =18° DEPTH) 283 PLANTS EVERY 36" O/C
Y P t
Avoid seeding from Nov. to Jon. if seeding must be done at this I " time add 4016 acre r rain and use a channel linin that offers Pontederia cordate {Moderate. Ducks. Full sun to partial shade. { / 1~ 9 9
maximum protection. Pickle Weed Emergent Yes Up to 1 ft. Nectar for butterflies. i PLANT DENSITY ~ I ~ w.__~~._w .~m..___~.__._._w.,.w~. l ._._....~vµ_____.~___~~._~ JT DENSITY (PERIMETER) ~ 242 PLANTS EVERY 36" O/C
Extreme! hi h. ~ ~ SOIL AMENDMENTS Potamogeton pectinatus y 9
Apply Ilene and fertilizer according to sok felts, or apply Pond Weed $ubm~gent Yes Yes Waterfowl, marsh and Removes heavy metals.
4,000 !b/acre ground agricultural limestone and 1,000 !b/acre shorebirds. fO-l0-10 fertilizer. Operate fi7lage equipment across the waterway. ..._..._W..,_,__..~
Leersia oryzoides JAB NAMES
W MULCH Rice cut roll I Emergent Yes Up to 3 in. High. Food and cover. full sun, tolerant of shade. I Use pte, excelsior matting, or other effective channel lining 9 E mater~a! to cover the bottom of channels and ditches, and staple
,~~unmlll d extend ob ve the h1 hest calculated de th Hi h. Waterfowl and Man wetland and several securely, The !!Wing should o g p Carex spp. 9 Y ~p~~~/ ~~CARO
0 of flow. On channel sido slopes above this hei ht, and in drainages Emergent Yes U to 3 in. son birds. u land s ecies. e`'~Q, `•r not requiring temporary!lnings, apply 4,000 lb~cre grain straw Sedges P 9 P P I J°~ •••..~Clea,•y ESN [i''
_.~.~_.__..-._~_~._.___.__..-._._m.,..._._m._.__.___.___.___~..~___.__..~_~..___.,_.___~.~..,-___._..-_, . ~ sE,.,,,,p ~ and anchor straw by stapling netting over the fop. ~ , ~ a• Qt P~'ITERSON EXTENDED DETENTION STORMWATER WETLAND ~'~~ESSr° •'`9 CA~ARRUS LCID LANDFILL
crl us validus Moderate. Good cover Full sun. A ressive weed %<l~ S P I 99 Y 4~~~
Mulch and anchoring materials must not be allowed to wash Soft-stem Bulrush Emergent Yes Up to 1 ft. i and food. I aliens such as P. erfoliatum L I P down slopes where they can clog drainage deWces. _ - . _„g I ~.....~_,,,,.-._.,_....._r..,~..___,__,._.,~_~..,_..__.._._____.~..__ 17582
~ High• Waterfowl and f Fast colonizer, Tolerant of ~ • ~ Polygonnum spp. ~.tr/~ ~Q;~
_ - _ i _ sonabirds. Seeds and I : ~1_.o G~NE_o•: ~~a'FNg~N(.~Q;<Qa A LOCATION: DRAWN BYE TPD CHECKED BYE DEB
4 MAINTENANCE 5martweed G110190nI YeS ~P xo I Tx. , cover. E nuctuoung waxer levels. p, •.a;•;,.•~~ iownsnip F Z., lADarrub lioumy, IVV n
Inspect and repair mulch frequently. Refert#lze in late winter of W__.._ _ _ _ d._____ •~~h f L) m the following year; use soft tests or apply 150 Ib/acre 10-10-f0. ~ Tolerates wet or dry i++u +n M~ SCALE, 1 - 10 '+u n h
3 Mow reqularly to a height of 2-4 inches. Juncus effesus Soft Rush Emergent Yes Up to t ft. Moderate. conditions, (0 0 1 9 roof Engineering * Surveying * Planning OWNERS: SURVEY.-
~ Refer to Appendix 8.02 for botanical names.
a Nuphor luteum I Up to 3 ft. Moderate for food. Fast colonizer, Tolerant of Post OF FIELD S Post Office Box 1387 * Mooresville, NC 28115 CABARRUS LCID LANDFILL CLL DATE OF MAPS
GRASS-LINED SPILLWAY SEEDING SPECIFICATIONS Spatterdock Emergent Yes ( High for cover I fluctuating water levels. 704/662-0100 * Fax [phone] CABARRUS COUNTY, NC
s cover High. Seed , Panicum vergatum Tolerates wet or dry JOB NUMBER SHEET NUMBER
Perimeter Yes Up to 3 in. for waterfowl and Switchgross 1 songbirds. (conditions. M00119 7
f

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, _ _ - _ ottarTt E1e.v- _ ~ - _ _ J . _ . _ ~ i H ~ _ RIPRAP d50 = 6"
l ~ _ _ - - _µ56~.7~- - _ . _ _ _ De th=3 ice- _ . ~ p ~ v' ~ ~ _ .
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TECHNICAL SPECIFICATIONS WETLAND PLANTS
1 SUBGRADE FOR DAM TO BE PROOFROLLED PRIOR TO EARTH FILL PLACEMENT. ~.,___W..~.~_.__._W.°__.._,__..._w..__...._.___~_--.__._..._. ____.._.~._~.__..~..--.---.-;-.--.-.w-.-------------~~----•~--•-I
ND REPLACED WITH , UFE ~ NOTES i SOFT OR PUMPING AREAS ARE TO BE UNDERCUT A ~ SCIENTIFIC NAME COMMERCIAL INUNDATION WILD ANY
COMPACTED EARTH FILL. COMMON NAME FORM AVAILIBILITY TOLERANCE
2) COMPACTED EARTH FILL TO HAVE DRY UNIT WEIGHT OF AT LEAST 90 PCF. __.__...r_.__~. ____.._.._W_.~____._._...._.__._ _..__~...~....w___..~__...___..._~_.__.____._______. R pIP
H FILL TO BE COMPACTED TO MINIMUM OF 95% OF STD. PROCTOR ' Peltandra virginia High, Berries are Full sun to partial shade. ALL EART Arrow arum Emergent Yes Up to t ft. Eaten by wood ducks I CONC. CHO I ~ (21-4'NE~NANW2ED aNll-
MAXIMUM DRY DENSITY. _ _
A ILIZED WITH GRASS COVER IN ACCORDANCE ~ T berg and ~N~^v~'.~.._. __.w.~.....__,__°M_ 3) EXCAVATED SIDE SLOPES TO BE ST B Moderate, u Sa itaria latifolia Aggressive colonizer.
WITH SEEDING SPECIFICATIONS FROM EROSION & SEDIMENT CONTROL PLAN. gg Emergent Yes up to 1 ft. seeds eaten by ducks
TRACKED AND STABILIZED WITH GRASS Arrowhead/ Duck potato W _.~-_,wM,__ 4) FINAL DAM EMBANKMENT SLOPES TO BE _-_.W_____ _~._.R,__- RDANCE WITH SEEDING SPECIFICATIONS. High. Songbirds and ~ Tolerant of fluctuating water D S Y N Z
COVER IN ACCO Andropogon virginicus P LAN TI N G P AN. Perimeter Yes Up to 3 in. browsers. Winter food levels and partial shade. CONTROL L Broomsedge and cover. _ANTING NOTES: D1N/EfQ2 01M1~ ~
5 CORRUGATED METAL RISER STRUCTURE TO BE ALUMINIZED. w"_a__...~.._._.._._...____..__._. _.~.______._._____.._._.-~._.._..~..-w.-_..._..-a..~_----_,_-~_~_..m-_.__w-.-....--_-_.---..---~ PLANT SELEC ANT SELECTION, SIZE AND QUANTITY MAY VARY BASED ON z4. ~y~ rY e• s
r o on lomerotus I Requires full sun, 6 CORRUGATED METAL DISCHARGE PIPE TO BE ALUMINIZED. And op g 9 Emergent Yes Up to 1 ft. ACTUAL CON[ :TUAL CONDITIONS, PLANT AVAILABILITY AND COST FACTORS.
I Bushy Beardgrass I IN _.v.~..._.__-___.. ~_,_...~_v..._._.~..~."-.~_ PLANTING ANTING IN THE 0°-9" DEPTH SHALL CONSIST OF PLANTS WITH OUTLET STRUCTURE DETAIL
7 ANTI-SEEP COLLARS FOR DISCHARGE PIPE SHALL HAVE WATERPROOF CONNECTION u-_....._..._.._.~_~-_-_ i ) Aggressive, May eliminate , JNDATION TOLERANCES FROM 3" TO 6". PLANTING IN THE 9"
TO DISCHARGE PIPE. COLLARS TO BE ALUMINIZED CMP. Typha spp. Low. Except as cover 'other species. Volunteer, INUNDATION Emer ent Yes U to 1 ft. ~ • Cattail g P High pollutant Treatment. „
.._._._~_._.~~_.__,.~._._w_ _._.._..._.__._._u..__._.~..__ _-....~_.__._~._~_.~__.....~..___~_._..-_~._.__.__I TO 18 DEPTI i Low food value. Good ~ Free floating SAV. Shade ~ 18" DEPTH RANGE SHALL CONSIST OF PLANTS WITH INUNDATION
Ceratophyilum DWOersum habitat and shelter for II S f ~ tolerant. Ra id rowth. I TOLERANCE ~LERANCES FROM 6" TO 3'. PLANTS SHALL BE SPACED EVERY 36" 0/C.
Coon{ail Submergent Yes Yes fish and invertebrates. P g ~ .~~.._..__._~..m_____ ..__.w~ M,~__W-. _.~..~.~~.~,~-_._._..~.I 35~ OF PLAN _ High. Seeds, cover. Fast colonizer. Can tolerate OF PLANTS SHALL BE PLANTED IN 0"-9" DEPTH RANGE AND 35% OF
Scirpus pungens .ANTS SHALL BE PLANTED IN THE 9"-18" DEPTH RANGE. THE REMAINDER
U to 6 in. Waterfowl, songbirds, periods of dryness. Futl PLANTS Common Three-Square Emergent Yes p PLANTS SHALL BE OF THE PERIMETER T1PE AND SHALL BE PLANTED
RATE Ib acre sun~High metal removal j OF PLANTS ~ SEEDING MIXTURE )
S ecies 200 4-5 1 OOOft' v Hi h. Food for IT P ~ ) I Lemna spp. I Submergent g Hi h metal removal ABOVE THE ~ Tall Fescue Duckweed Yes Yes Waterfowl and fish, g ! 30VE THE NWE LINE.
Emergent NURSE PLANTS "~~"'@'~`~'~~-"°- ~ ._.._____.1
Between Ma 1 and Au . 15, odd 10 ib acre Sudangrass or ~ ~ nuus ~ ~ Low, except for 'Rapid growth. 5hadr: Tolerant. Y g / Au . f5 odd Saururus cer ii
10 16 acre German millet, Prior to Moy 1 or after g to 1 ft. wood ducks. i / Lizards Tail Emergent Yes UP 4o rb/acre rya (grain). ~ PLANT DEN S _ANT DENSITY (0'=9" DEPTH) 283 PLANTS EVERY 36" 0/C
__.._.k.._w_~~..~._ w_.._____._. ___....._._~.~...._.__W_..._
SEEDING DATES Hibiscus moscheutos Full sun. Can tolerate Low. Nectar. I st 25 -October Emergent Yea Up to 3 in. ~ periods of dryness. flesh Augu a Marsh Hibiscus I PLANT DENS
Possible: Febn.rory - AprN 15 _ANT DENSITY (9"-18" DEPTH) 283 PLANTS EVERY 36° 0/C
Jan. If seedin must be done of this Pontederia cordato t .Ducks. ~ Full sun to artial shade, i I"~ Avafd seeding Irom Nov. to g Modern e p
time add 4016/acre rye grain and use a channel lining that offers Pickle Weed Emergent Yes Up to 1 ft. Nectar for butterflies. I PLANT DENS maximum protection. i _ _ _ _.".._..,-.~~w...._.w..-_.__..w_...__ _ANT DENSITY (PERIMETER) i 242 PLANTS EVERY 36" 0/C I
.w_......~.W.. v._w.-_~--. .."......M_~.~ Extreme) hi h-.~..~,..~ ~ -------°---____~.___-L_._-----------------_---- J
SOIL AMENDMENTS Potamogeton pectinatua y ar and Removes heavy melols.
lime and fertilizer occordin to sot! tests, or a I Pond Weed Submergent Yes Yes Waterfowl, m sh Apply g PPY shorebirds. 4,000 !b acre ground agricultural limestone and 1,000 Ib/acre •°.--~-..-----~-•---------------{----•-•~•-w•w--•---~-°--~~°-°-°-~---°,
10-i0-l0 ferfilizer, Operate tr7lage equipment across the waterway i ~ Leersia oryaoldes ~ full sun tolerant of shade. JAB NAMES
I Yes U to 3 in. High. Food and cover. . W MULCH Rice cutgrass 'Emergent p _I Hp~rpi
Use lute, excelsior matting, or other effective channel fining E material to cover the bottom of channels and ditches, and staple _•---~----°--~-------••-~-m•---" -~--°--m•-~-°--~°-°°----°-°- rfowl and Man wetland and several
d securely, the lining should extend above the h/ghest calculated depth High. Wate y ~ ~A~ Carex spp. Phis hei ht and in draino es Emergent Yes U to 3 in. songbirds. upland species, 0 of flow. On channel lido slopes above 9 Sedges P ~ e•,`y!~ ~`b~~~~l ,.~~1N ~CARO~ JN
N not requiring temporary linings, apply 4,000 16 acre grain straw ~ ...~.,~._-..~...,._-_._-..M----.-•--_--"-----.{ ~ ~~°0, ~ RATTERS~N EXTENDED DETENTION STORMWATER WETLAND
and anchor straw by stapling netfing over the top. ',..m.."~"'__..-~' ~ ° ~ "~~~~°~~~_r~.° ~ c~ Scrl us validus Moderate. Good cover I Full sun. Aggressive weedy ; ~ =~a~~°~`~~ CABARRIIS LCID LANDFILL
~ P Emer ent Yes Up to 1 ft. i and food. ~ ~ ~ Mulch and anchoring materials must not 6e allowed to wash Soft-stem Bulrush g ~ aliens such as M1P, perfoliatum t
o aP Y 9 ~ S down st es where the con clo drainage devices. ~~58 High. Waterfowl and I Fast colonizer. Tolerant of : f' i ; Polygonnum sPP• .....,,.~,.ae ce.,~a i ~~'~.NGf Ni L~CATION~ DRAWN BYE TPD CHECKED BYE DEB
„~.fNciNEEQS~s* T r_...__~s., u n r,.ti....~.e r..~~~+., ur
MAINTENANCE Smartweed ! Yes Up to 1 ft. fluctuating water levels. r, + Emergent cover. VVVVV , ey ~j a `~4a~i,~\~,~ ' IVMYIIJI IIt/ L, VNV VIIUU vvu~~, ~ p - 10,
~ . _ ~ ..~...._..,...d... e*P+l,, v Q Inspect and repair mulch frequently. Referti7ize in late winter of ~._.._m_.-._f..__._..,._....,-_..._ _ . _ ._M...,.~____., , ~ SCALES 1 = f. B
sts or a 1 150 lb acre 10-f0-10. ' I Tolerates wet or dry the following year, ' use so# to ppy / us Emergent Yes h M Up to 1 ft, Moderate, conditions. ~ t<0 ow reqularly to a height of 2-4 inches. Soft ncus Rush (0 101 Engineering * Surveying Planning OWNERS, DATE OF FIELD SURVEY;
So ; . 9
r, 8.02 for botanical names. __m,..,.....~.._..m.._,.._.......__.._._......._.........____...._.....}~....~._..~_.._a....._........._......._...~__.....__~_.._.....,_.r.......,.,.._~ Refer to Appendix ~ , Tolerant of Fast colonize E o Moderate for food. Nuphor luteum U to 3 ft. Post Office Box 1387 * Mooresville, NC 28115 CABARRUS LCID LANDFILL CLL DATE OF MAPS
a atterdock Emergent Yes Up High for cover fluctuating water levels. € GRASS-LINED SPILLWAY SEEDING SPECIFICATIONS sp 704/662-0100 * Fax [phone] CABARRUS COUNTY, NC JOB NUMBER SHEET NUMBER
anicum ver alum High. Seeds, cover Tolerates wet or dry 1 P g in, for waterfowl and i conditions. M00119 7
Switch9rass Perimeter Yes Up to 3 son9birds. ~

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