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~ , e _ . _ _ 1 , ti ; 1 . •.j ~ 6L 6 ~ r _ ~ ~ • r /
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f ~ r _ ~ ~ QZ ' / ~ ~ ~ ~ ~ r . / ;
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1 ~ : _ I J - _ , , ~ , Q ' ~ ~ 0
, " I ~ - ~ ~ FAgLIIY PROPERTY BOUNDARY ` _ ~ ~ ~ w t` RECLAMATION ~ / ~
I _ 1 EXISTING ROAD ~ , ` . _ _ _ , . / ~ , ~ PAD ~ ~ ~ ~ I
x , ~ , , , ~ / Q ~ J l y / ~ ` ' ~ ~
. ~ 211.3 , , ~ - ~ j , 1 r ' X - - - - - - - - APPROXIMATE LIMITS OF WASTE r ~ i t ~ ~ x
• ~ 1 ~ ~ ~ 272,6 / i f ~ I cA
~ C~ITERLINE OF STREAM r ~ 4 ~ ~ / ~ x /
jr ~ { I ~ ! . \ _ PROPOSED GROUNDWATER MONITORING WELL ~ ~ , ~ / ~ cD i - o
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..Aa:. f~l i \ t
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,r . PROPOSED INTERMITTENT STREAM CHANNEL IMPACT GRAPH
1-2 10 o 50 ,oo zoo
I h SURVEYED WETLAND BOUNDARY ~ 272V-t } X2 X / 7 i Z
~ i i ~ . ; ' ~ '271.0 `
1 270.9 271.2 (FEET)
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{ d ~ • . - 1 ~ s , 1 I \ 1 t , ~ ~ ` ~ ! i PARKING ~
i _ 231.6 ~ PROPOSED.PFIASE 1 , , ~ - - r ~ ~ I
_ _ ~ ~ APP ~ f 4 ~ - r - i ~ r ` 5 ~ ~ ~ 263:0 I ~ s , . t i ~ ;
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~ I PROPERTY x ~ ~ ~ , : 1. _ ~,cau„ r~ ~ , - ~ ~ ~ _ AND OF~ICE _
i -66U~VDARY ~ ; , ~ ~ t ~ f cv _ `4 y~ p ~ , , : ~ r 0 ~ z
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, . r. _ I r _ , , ~ - ~ r1 ~
r } f~ / ~ : r ; _ -_---X70--_ ! I _ ~ ~
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t ~ _ ' r ~ ~ ~ U~'~. ` \ U ~ '
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~ ~ , ~ ~ f l X ' _ ~ ~ , . r _ 1 ~r ; I l _ . _ _ 1 , ; ~ {
' 1 . f I i ` , ~ ~ LIMITS OF'WAS - j f " t . t y: 7 W ~ , I L _ ~ ~ 4 ~ ~ ` ~
1 _ , _ 1 I t - _ , ` ~zc~ I / r o
, i ~ - r } o0 W
r ~ • i ; _ 1 . . I , 1 _ ~ 4 i ~ ~ f x W m 295.7 ? ~ r Z ~ N
203.2 ` ~ ~ ~ ~ ~ 285.2 ~ f i ' ~ a x x I I 2 W
j. • r c _ ' t / ~ ~ Zo~O i ~ I 145 INTERMI _ _ ,
/ + , I ~ iN t, ,,r , ` ~ .Y < _ , ~ _ , ~ i << ti ~ ~ 1 p ~'r;;r STREAM `CH EL W N c~ a ~ ~ROPCSED 11MITS : r
O I' ti ~ I' 4 L ' , ~ 'LENGTH (VMI IN ~ ~ ~ , ~ ' OF GRADING <
~ - ~ ~ ~q ~ ~i ~ r:.~l ~ ~ i _ , I , 4 - _ ~ PROPOSED NITS ~ < ,
' R P SED TREEL I _ Y - , ~ r - - - . _ ~ I _ r rg _ ~ , , , ~ _ ~ F GRAD G ~ t _ ~ / ' fi
~ ~ ~ ~ : - 1 ~ j \ ~ , i - ! ~ ~ ~ f , ~ r ,
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1 ~ ~ . . ~ , i a , ~ ~ ; : , _ _ ~ ..280,.6 ,r 271,Q ~ ~ ~ _ X ~ x MAINTENANCE y ' ,i ri Q _
, . f EXISTING I ~ ~ . _ ~ ~ v G ~ LD , ~ I BUi LNG 4 i~ Z _ ~ ~ ,
r ; q ~ I ~ , ~ , ~ _ ~ ~ ' ~ ~ , INE ~ f 1 ~./x - ~ , ,
` ~ ` r I ~ , , , ~ ~ U n ~ ~ ti ~ r
MW-6 ; . ~ ' J ~ f 'PROPOSED i ; "
. ~ ~ . ~ 1 ~ I ~ ~ F : ~ ~ ~ r~ ~ LANDFILL ' . iI 265.1 J ~ ~ ~ ! x ~ UCK WHEEL
I l f , i _ i' ~ ' , ~ ~ ; - ~ -?6~)-- PERIMETER ~ - 2 ~ i , ..Q WASH BASIN 2 _
I ( i ~ ~ _ _ , ROAD r. ~ ~ ~ . ~ ~/U
, , - _ , y ~ l - ~ - I _ i y ~ ! 1 1 1 6' ~ ` - 1 i _ j LjJ
, _ _ r _ n _ ~ Z _ ~ , 1 ~ ~ ~ ~ ~
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1 _a. r . ~ _ _ I ~ W W ~ , ~ ,
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i - _ ~ ~ _ , w_p 214.7 ~ - ~ - ~ f ~ ~ / i ~ ' ~ ~ ! r ~ ~ J
t ' 111N 1' T P APHI T R EX S G 0 0 OGR C CON OU - ' x I( y ~ • '1 ~ _ ~ ~ F ~ ~ i _ : _ , \ ~ ,
'I _ 4, _ ~ EXISTING 2 TOPOGRAPHIC CONTOUR ; ` - ~ _ . 1 Q Z - ~ 262.7 W - ~ i r _ ~ ~ x
I l ~ - / - .t1: n~~
~ ' ~ ` 1' 210 PROPOSED 10' TOPOGRAPHIC CONTOUR ' r - ~ ~ ~ ' / ~ ' w0
{ , ~ t ~ 1 1 i , t ; _ . PROPOSED 2 TOPOGRAPHIC CONTOUR ~ MW~ ; , . ~ ~ _ _ . ~ ~ I- U a c / .r , Q
r ; _ l - ~ I ~ ~ / O •
. , - I.',.,~ ~ ~ FAglJ1Y PROPERTY BOUNDARY - r , - ~ECLA AT10N ' ~ i ~ ~ ~ - ~ ? ; Y
t ,F , - ~ 1 f ~ - ~ Q
EXISTING ROAD ~ , ~ , ~ - i 1, _ ,r r f ; ; ~ l - .1
211.3 l . ~ 1 r _ .t ~ , x f` , ; ~ ~ APPROXIMATE LIMII~ OF WASTE r , • ~ i x
t F 1 ~ ; ~ 1 , 2726.. ~ ,
_ _ , . , , ~ ~ 1, 1 ~ CENTERLINE OF STREAM y r ~ ~ ~ 1 . , r'~ ~ ~ ~ ~
~ r ~ y , I I I1; PROPOSED GROUNDWATER MONITORING WELL f ~ r ,f ~ ,
II. ~ l • MW-2 r _ t i , • ~ f,, , ' LOCATION AND IDENI1FlCAlION ~ ~ ~ ~ ~ , ~ ~ r 266.9 !
X ~ ;
~ i % : ' I - PROPOSED WETLAND IMPACT AREA f` ,1 M r, ~ r) I `I 273.9
~ _
j
PROPOSED INTERMITTENT STREAM CHANNEL IMPACT 1 / f GRAPHI _
0 50 100 200
SURVEYED WETLAND BOUNDARY 272.8 x / 7 z
( 271.2
1 f h 270.9 /
256.9 x

d
vhf H rFR
J QG
9uIGL ?i
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
-? Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
ksagpl Material Recovery, LLC
c/o: Mr. Norbert Hector
421 Raleigh View Road
Raleigh, NC 27610
May 16, 2002
DWQ Project # 02-0685
Wake County
Page 1 of 2
Subject Property: Material Recovery, LLC, Wake County, Brownfield Road Site
PIN No. 174104732924 / 1741627630
JEI Project No. 479.01 / Task No. 05 / File No. 10.3
Unnamed tributary stream to Neuse River [03-04-02, 27-(36),
WS-V (Water Supply) NSW]
APPROVAL of 401 Water Quality Certification and Authorization Certificate per the Neuse River Buffer Protection
Rules (15A NCAC 2B .0233) with ADDITIONAL CONDITIONS
Dear Mr. Hector:
You have our approval, in accordance with the attached conditions and those listed below, to place fill in 0.09 acres of
wetlands, pipe 145 feet of stream and impact 11,098 square feet of riparian buffers to construct the proposed road
crossing at the subject property as described within your application dated May 2, 2002 and additional information dated
May 9, 2002. After reviewing your application, we have determined that the stream impacts are covered by the Division of
Water Quality (DWQ) General Water Quality Certification Number 3362. This Certification allows you to use Nationwide
Permit No. 39 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your approved
Authorization Certificate for impacts to the protected Neuse River Buffers as required under 15A NCAC 2B.0233(8). In
addition, you should get or otherwise comply with any other federal, state and local requirements before you go ahead
with your project including (but not limited to) Water Supply, Non-Discharge and Erosion and Sediment Control Permit
regulations. Also, this approval will expire when the accompanying 404 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 fills for this project (now or in the future) exceed one acre of wetland or 150 feet stream,
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you
must follow the conditions listed in the DWQ General Water Quality Certification No. 3362 and any additional conditions
listed below.
Conditions:
• An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through the
protected stream buffers and will not re-concentrate before discharging into the stream as identified within 15A
NCAC 2B ,0233(5). Specifically, all discharges from the SB1 and CB1-10 basins as indicated on Sheet 4 dated
12/28/01 must provide diffuse flow prior to entering the buffers and can not directly discharge through the buffers.
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, 6714 Mail Service Center,
Raleigh, NC 27699-6714. 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 Mr. John Dorney at 919-733-9646.
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)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
gage z or 2
Sincerely,
1
Acting Direct r
YNNoo. Th , h.D
Attachment: General Water Quality Certifi 2
Cc: Raymond Gay, Jr., Joyce Engineering, Inc., 4808 Radford Avenue, Richmond, VA 23230
Jake Tayler, Wake County Environmental Services, 336 Fayetteville St., PO Box 550, Raleigh, NC 27602
Steve Mitchell, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office, 6508 Falls of Neuse Road, Suite 120, Raleigh, NC 27615
File Copy
Central Files
DWQ 020685
May 16, 2002

ENGINEERING, INC.

e,.
May 9, 2002
Waste Industry Experts
Joyce Engineering, Inc
4808 Radford Ave
Richmond. VA 23230
tel: [phone]
fax: [phone]
www.JoyceEngineering.com
Mr. John Domey
Water Quality Certification Program
North Carolina Division of Water Quality Wetlands/401 Certification Unit
1650 Mail Service Center 7 n z
Raleigh, North Carolina 27699-1650 :'. •-=-?°-
1?
Re: Material Recovery, LLC, Wake County, Brownfield Road
DWQ No. 02-0685, Response to May 7, 2002, Letter
JEI Project No. 479.01/Task No. 05/File No. 10.3 - WETLANDS G?01i
WATER uALiTY SAC
Dear Mr. Domey:
On behalf of Material Recovery, LLC, Joyce Engineering, Inc. (JEI) is responding to
your letter dated May 7, 2002. Specifically, we are responding to your comments regarding the
Pre-Construction Notification Form (PCN) submitted to your office on May 3, 2002, for the
above referenced project.
In response to your comments we are providing you with seven copies of the following
drawings:
Drawing IA, Site Plan
Drawing 2 (Revised), Proposed Wetland Impact Site Plan
Drawing 4, Erosion and Sediment Control Plan Overview
Drawing 5, Erosion and Sediment Control Plan Details
Drawing IA is being submitted to show all streams and ponds on the property. Drawing
2, originally submitted with the PCN, incorrectly showed the proposed discharge from Sediment
Basin- 1 within the Neuse River Buffer; therefore, we are presenting a revised Drawing 2, and
Drawings 4 and 5 to show the updated location and design of the proposed discharge from
Sediment Basin 1. Drawing 4 shows a portion of Wake County Custom Basin CB-3 within the
Neuse River Buffer area. Please note this is a temporary basin required -co meet Wake County
erosion and sediment control standards; therefore, it is not considered to be a permanent impact
to the Neuse River Buffer and is not included in the proposed buffer impact calculations. CB-3
will be removed upon construction and stabilization of the perimeter road.
Michael F. Easley, Governor
?OF WATF,9O William G. Ross Jr., Secretary
?O G North Carolina Department of Environment and Natural Resources
C r Gregory J. Thorpe, Ph.D.
7 -i Acting Director
o <
Division of Water Quality
May 7, 2002
DWQ # 02-0685
op Wake County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Mr. Norbert Hector
Material Recovery, LLC
421 Raleigh View Road
Raleigh, NC 27610
Dear Mr. Hector:
On May 3, 2002 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetlands for the purpose of a road access in Wake County. Approval from DWQ is
required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ #
listed above in your reply. In particular as described in 15A NCAC 213 .0502, we will require you to locate all
streams and ponds on the property. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we
can begin to determine your projects' compliance with 15A NCAC 211.0500.
1. Please submit stormwater site plan that shows diffuse flow through the buffer after development is
complete.
2. ALL sediment and erosion control devices must be placed outside of Zone 1. Any discharge from
these devices must provide diffuse flow at non-erosive velocities that directly discharge to the
surface water.
Please telephone me at 919-733-1786 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 211.0505(c).
The processing time for this application will begin when this information is received. If we do not hear from you
by writing within three (3) weeks we will assume you no longer want to pursue the project and will consider it
withdrawn.
Sincerely,
ohn Dorney
Water Quality Certification Program
)?l
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Mr. Raymond Gay, Jr., EPI
N ZV%
North Carolina Division of Water Quality, Wetlands/401 Certification Unit
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
Ph: [phone], Fax: [phone], http://h2o.enr.state.nc.us/ncwetlands/
Form Version February 2002
Office Use Only: 0 20685
USACE Action ID No. DWQ No. If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit MAY _ ? ??rv x
? Section 10 Permit
401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Not Applicable
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mr. Norbert Hector
Mailing Address: Material Recovery, LLC
421 Raleigh View Road
Raleigh, North Carolina 27610
Telephone Number: 919-835-3622 Fax Number:
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Mr. Ravmond Gay, Jr., EPI
Company Affiliation: Joyce Engineering, Inc.
Mailing Address: 4808 Radford Avenue
Richmond, Virginia 23230
Telephone Number: 804-355-4520 Fax Number: 804-355-4282
E-mail Address: rgay(a?ioyceengineeringxom
Page 5 of 14
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of prof ect: Material Recovery, LLC, Wake County, Brownfield Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): Not Applicable
3. Property Identification Number (Tax PIN): 174104732924/1741627630
4. Location
County: Wake Nearest Town: Approximately 4 miles north-
west of Clayton and 5.5 miles southeast of Raleigh
Subdivision name (include phase/lot number): Not Applicable
Directions to site (include road numbers, landmarks, etc.):
From 70 east make a left onto SR 2555 (Auburn-Knightdale Road), From SR 2555 make a
right onto SR 2542 (Old Baucom Road) at stop light, From SR 2542 make a left onto SR
2553 rownfield Road). The project area will be on the left approximately 0.5 mile from
intersection of SR 2542 and SR 2553.
5. Site coordinates, if available (UTM or Lat/Long): NC State Plane Coordinates
N: 713,000.00 E: 2,147,000.00.
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
The site is located in the eastern portion of the Wake County, North Carolina. The site is
located within the Long Range Urban Services Area identified in the East
Raleigh-Knightdale Area Land Use Plan. The site is characterized by gentles sloping hillsides
ranging in elevation from 180 to 295 feet above mean sea level (MSL). Its land use in the
past has been primarily agricultural. Portions of the property have been logged and cleared,
and used as sludge application fields by the City of Raleigh. Two man-made ponds are
present on the property. Two residential structures used by previous property owners are
Page 6 of 14
also present on the property. The north residential structure and its water supply well will be
removed and the south structure is proposed to remain intact. Wake County approved a
Mecial use permit for the construction of a C&D landfill on the proposed property
December 12 2000.
7. Property size (acres): 210 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to Neuse River
9. River Basin: Neuse River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mVs/.)
10. Describe the purpose of the proposed work: The purpose of the proposed work is to
construct an access road to a permitted construction and demolition debris (C&D) landfill
and to construct a portion of the landfill. The proposed C&D landfill will be constructed on
property owned by Material Recovery LLC. The proposed landfill received local
government (Wake County) approval on December 12, 2000. The local government
apj2roval letter is presented in Attachment I. In addition, a site location map is presented in
Attachment II as Drawing 1. The proposed road crossing has been designed to minimize
wetland impacts to 0.06 acre of emergent wetland along the eastern portion of the property.
In addition the proposed road crossing will impact approximately 145, feet of intermittent
stream and 0.25 acre of Neuse River buffer. The proposed construction of the landfill has
been designed to minimize wetland impacts to 0.03 acre of forested wetland along the
western portion of the property. The proposed wetland, intermittent stream, and buffer
impacts are presented in Appendix II as Drawing 2 and Drawing 3.
11. List the type of equipment to be used to construct the project:
Various earthmoving equipment will be used to construct this project. The equipment may
include bulldozers front-end loaders and excavators.
12. Describe the land use in the vicinity of this project:
The property is located within the Long Range Urban Services Area identified in the East
Raleigh=Knightdale Area Land Use Plan. The site is bordered on the north by propert
y
owned by the City of Raleigh, on the south by properties owned by John and Marie Baucom,
and Margaret Talton on the east by State Route 2553, and on the west by property owned by
Horace Benton Heirs, Polly S. Quinn, and Material Recovery. The property is located south
of the City of Raleigh Police Department firing range and driver training facility, and
southwest of the City of Raleigh wastewater treatment plant. Existing land use on the
surrounding properties generally includes residential and agricultural uses.
Page 7 of 14
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A jurisdictional determination was issued for this project by the USACE on February 25, 2002.
The jurisdictional determination was issued for wetlands located along the western and eastern
portion of the property (USACE Action ID No. 200220569. A copy of the jurisdictional
determination is presented as Attachment III. The wetland areas are shown on Drawing 2. In
addition, the property was determined to contain two features that are subject to the Neuse River
Basin-Nutrient Sensitive Water Management Strategy: Protection and Maintenance of Existing
Riparian Areas by North Carolina Department of the Environment, Health, and Natural
Resources (NCDEHNR) - Division of Water Quality (DWQ) on April 5, 2002 (NBRRO-02-
067). The buffer and delineated wetland areas are depicted on Drawing 2. A copy of the buffer
determination letter is presented as Attachment IV.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
The current landfill proposal will allow Material Recovery, LLC to operate a permitted C&D
landfill on the northern portion of the property for approximately 20 years. Material Recovery,
LLC may seek additional permits to construct on the southern portion of the property in 15 to 20
years. Due to the uncertainty of whether future permit requests will be made and due to the
likelihood of regulatory changes for the permitting and construction of C&D landfills, as well as
wetland and buffer permitting regulations, we believe that future permit requests should be
excluded from this application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 8 of 14
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a brief written description of the proposed impacts:
The proposed impacts are to occur along the eastern and western portion of the property.
Proposed impacts along the eastern portion of the property are associated with the construction
of an access road. The access road will be constructed to the proposed C&D disposal facility in
the northern portion of the property. The proposed road crossing will impact 0.06 acre of
emergent wetland, 145 feet of intermittent stream, and 0.25 acre of Neuse River buffer. The
proposed impacts along the western portion of the property are associated with the construction
of the disposal facility. The proposed construction of the disposal facility will impact 0.03 acre
of forested wetland. Therefore, this request is for impacting 0.09 acre of wetland, 145 feet of
intermittent stream and 0.25 acre of Neuse River buffer.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres) Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 Fill 0.06 No 0 Freshwater, Emergent
2 Fill 0.03 No 200 Freshwater, Forested

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of all existing wetlands on the property: 1 to 5 acres
Total area of wetland impact proposed: 0.09 acre
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 Fill (Culvert) 145 UT-Neuse River 1 to 2 feet Intermittent

Page 9 of 14
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us,gs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 145 feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, cean, etc.
NA NA NA NA NA

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Not Applicable
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Not Applicable
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Several measures were chosen to minimize wetland and stream channel impacts associated with
the proposed construction of the landfill and access road. The construction of the proposed
Page 10 of 14
access road is vital to the construction and subsequent operation of the proposed landfill. The
property is divided by an intermittent stream and man-made pond; therefore to gain access to the
proposed landfill the access road is required to cross the intermittent stream. The crossing
location was chosen to minimize streambed and/or wetland impacts. The access is proposed
within the narrowest portion of the emergent wetlands associated with this crossing. In addition,
the location of the proposed access road prevents open water impacts to the farm pond, and
prevents impacting two sections of stream, which would be required at a location further
downstream. The wetland impacts in the western portion of the property are considered
unavoidable. Refraining from filling this area would constitute a significant decrease in landfill
storage capacity and therefore reduces the economic feasibility of this project. Other options
proposed for the construction of the landfill and access road resulted in impacts of approximately
300 feet of intermittent streambed and 0.66 acre of Neuse River buffer, or 0.20 acre of wetland,
150 feet of intermittent streambed and 0.25 acre of Neuse River buffer. Erosion and sediment
control measures will be performed in accordance with the County-approved Erosion and
Sediment Control Plan to prevent additional impacts to wetlands and/or intermittent streams.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/newetlands/stnn,p,ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
Page 11 of 14
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Due to the minimal amount of impacts to wetlands (0.09 acre) and state waters (145 feet of
intermittent stream) related to the proposed construction activities, we do not believe that the
cumulative impacts for this project will cause adverse affects to the aquatic environment;
therefore, we do not believe mitigation is warranted.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at htta://h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Page 12 of 14
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No El If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 7,265 3 NA
2 3,833 1.5 NA
Total 11,098
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Gone L extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Not Applicable
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Proposed impervious area is 49,780 square feet and the total site area is 9,113,188 square feet.
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property are discussed in Attachment V.
Page 13 of 14
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater will be treated with an on-site septic system. Anticipated wastewater flow is
estimated to be approximately 750 gallons per day.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Not Applicable
Applicant/Agen s ioatfire Date
of Authorization is resented in Attachment VI)

Page 14 of 14
ATTACHMENTI
LOCAL GOVERNMENT APPROVAL LETTER
APR-29-2002 16:35
JW 2 0 2001
mss. 414 856 6335
F"919 856 6219
Planning
nos:x c,aouw
Deeember'22, 7-000
REFERENCE
COPY
Z"ir* and svbdtvws
P.O. Box 550 • Raleigh, NC 27602
www,co wake-;-saPlanning
W. lacy U. Awes, Esquire
P.O. Box 1070
Raleih, NC 27602
Re: Approval of Special Use Permit SU-189240, C & I) Landfill & Material
Reclamation Facility
By a and 1
Dear Mr. Reeves:
2400, the Wake County Board of
This is written to con:arm that oa December 12,
Adjustments approved the Special Use Permit application SLJ-1892-00 to allow a
construction and demolition landfill and material reclamation facility oa Brownfield
Road. please note that there is a 30-day period for appeals of this decision to Superior
Court starting after,receipt of this notice.
am sending this letter by fax and mail. please send me confirm iOr, Of 2$ur receipt of
I
the fax today. Should you have any questions, I can be reached
Sincerely, y'
Melinda Clark, AICP '
Land Development Administrator
Cc: W. Scott Warren, Esquire
Wake County Attorney's Office
P.02
TOTAL P.02
ATTACHMENT II
DRAWING I - SITE LOCATION MAP
DRAWING 2 - PROPOSED WETLAND IMPACT SITE PLAN
DRAWING 3 - PROPOSED NEUSE RIVER BUFFER IMPACTS
ATTACHMENT III
ARMY CORPS OF ENGINEERS JURISDICTIONAL DETERMINATION
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200220569
County:
? ?Opy
Wake
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property
Owner Material Recovery, LLC
Attn: Norbert Hector
Address 421 Raleigh View Road
Raleigh, NC 27610
Telephone Number 919-835-3622
Authorized
Agent Joyce Engineering, Inc.
Attn: Raymond Gay
Address 4808 Radford Avenue
Richmond, VA 23230
Telephone Number 804-355-4520
Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is
located on the west side of Brownfield Road, which is located on the north side of Rock Quarry Road,
west of Garner, Wake County, North Carolina.
Basis for Determination: The site contains wetlands and stream channels with indicators of ordinary
high water marks, located adjacent to and including unnamed tributaries of the Neuse River, above
headwaters, in the Neuse River Basin.
Indicate Which of the Following Apply:
X There are waters of the U.S., to include wetlands, on the above described property which we strongly suggest
should be surveyed. The surveyed wetland lines must be verified by our staff before the Corps will make a final
jurisdictional determination on your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
Placement of dredged or fill material in wetlands 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
Amanda D. Jones at telephone number . (919) 876 - 8441 extension 30
Project Manager Signature (-
Date February 25, 2002
n Date February 25, 2007
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM.
?.z?: i.' .h hr"i4 _ .?. x '.? . ? , dT:?; .a`rtt ?%'s ?. s 'h!? ? _ w-c b x,a ?.. 3 i7 `?' a: . a
Applicant: Material Recovery, LLC File Number: 200220569 Date: 2-25-02
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
A: INITIAL PRO FERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that
tke permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer.
Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right
to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a)
modify the permit to address all of your concerns, (b) modify the pen-nit to address some of your objections, or (c) not modify
the permit having determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is-authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this
form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the
date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process
by completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need td notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: if you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section li of this form and sending the form to the division engineer. This form must be received
by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an
approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may
provide new information for further consideration by the Corps to reevaluate the JD.
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an
initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons
or objections are addressed in the administrative record.)

ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum tor the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However,
you may provide additional information to clarify the location of information that is already in the administrative record.
k
:P0 1NT OF CONTACT '941,-QtJE 0NS.OR ?NFOE MI .IET .ON
if you have questions regarding this decision and/or the appeal If you only have questions regarding the appeal process you may
process you may contact: also contact:
Mr. Todd Tugwell, Regulatory Specialist Mr. Arthur Middleton, Administrative Appeal Review Officer
Raleigh Regulatory Field Office CESAD-ET-CO-R
6508 Falls of the Neuse Road, Suite 120 U.S. Army Corps of Engineers, South Atlantic Division
Raleigh, North Carolina 27615 60 Forsyth Street, Room. 9MIS
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the•appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
ATTACHMENT IV
APRIL 5, 2002, BUFFER DETERMINATION LETTER
APR-17-2002 11:11
W T.
P.02
2 Carolina Department of Environment and Natural William G. Rose Ji" Secretary
C ? VI .
Raleigh Regional Ofte
Gregory J. Thorpe, Ph.D.
02 Acting Direetor
APR 10 2Q Division of Water Quality
COPS'
April 5, 2002
Tonya Harris
Joyce Engineering
2301 West Meadowview Road
Suite 203
Greensboro, N. C. 27407
Subject: Neuse River Basin Riparian- Buffer Rules
NBRRO 02-067
Material Recovery LLC
Wake County
Dear Ms. Harris:
I have reviewed the reaps that you have submitted'for the project referenced by the Raleigh Regional Office
as NBRRO-02-087. An evaluation of the stream features was performed on April 3, 2002 to determine.
whether the site would require compliance with the Neuse Buffer Rule.
The features represented on the Wake County Soils and the USGS Garner topographic maps were
evaluated to determine their subjectivity to the Neuse Buffer Rule. It was determined that there are two
features represented that are subject to the Neuse River Basin Nutrient Sensitive Waters Management
Strategy: Protection and Maintenance of Existing Riparian Areas, Administrative Code T15A:0213.0233
(NCAC 0233). Those features and the required buffer are depicted on Figure 3 received by this Office on
March 6, 2002.
This letter addresses only those issues involving the riparian area. For information relative to the Wetlands
401/404 issues, and impacts to the buffer, please contact Mr. John Dorney at 919-733-1786. Thank you for
your attention to this matter and if this Office can be of any assistance or if you have additional questions,
please do not hesitate to contact me at 571- 4700.
Sincerely,
Steve Mitchell
Environmental Scientist
cc: RRO/John Dorney
Wake County
H:\nbrlet.for\buf02\matlrec.067
N. C. Division of Water Quality 1628 Mail Service Center Raleigh, NC 27699-1628 919. 571.4700
FAX [phone]
MWA
ENR
Customer Service
1800.623.7748
APR-17-2002 i1:11

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REFERENCE: SOILS INFORMATION OBTAINED FROM THE SOIL
SURVEY OF WAKE COUNTY, NORTH CAROLINA, WHICH WAS `.'
DEVELOPED BY THE UNITED STATES DEPARTMENT OF AGRIC +Ti? r `N '
SOIL CONSERVATION SERVICE. DATENOVEMBER 1870. _ mot- Q ti'
N% E w?nFCr ?,e MATERIAL RECOVERY, LLC '
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?? - WAKE COUNTY, NORTH CAROLINA 2
1479,01,01 SOILS MAP
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ATTACHMENT V
STORMATER CONTROLS AND OPERATING PROCEDURES FOR THE
PROTECTION OF SURFACE WATERS AND WETLANDS
STORMATER CONTROLS AND OPERATING PROCEDURES FOR THE
PROTECTION OF SURFACE WATERS AND WETLANDS
CRITICAL EROSION AREAS
The most critical erosion area will be the surface of the disposal area during landfilling
operations. The active face of disposed waste will be covered with soil on a weekly basis. When
the waste has reached the height of the perimeter berm, runoff from the covered portions of the
landfill will flow to the stormwater conveyance channels adjacent to the access roads. If grass
has not yet been established on covered portions of the landfill, then there is potential for the
covered areas to be eroded and for sediment to be carried in the runoff. To minimize the
potential for erosion, covered areas that are temporarily inactive will be seeded within 30
working days or 120 calendar days after placement of the soil cover, whichever period is shorter.
Stormwater channels at the perimeter of the waste disposal area will convey flow to the on-site
sediment basin to minimize the potential impact of sediment leaving the disposal area. In
addition to providing sediment removal, the basin will reduce the peak rate of discharge to below
the pre-developed peak rate of runoff so that excessive velocities in the receiving channel are
avoided.
EROSION AND SEDIMENT CONTROL MEASURES
All vegetative practices and erosion and sediment control features shall be constructed and
maintained in accordance with the construction drawings and specifications, requirements of the
Wake County Department of Environmental Services, and, where applicable, the North Carolina
Erosion and Sediment Control Planning and Design Manual (NCESCPDM). Design of the
features is in accordance with the requirements of the Wake County, the NC Department of
Environment, Health and Natural Resources, Division of Waste Management, and the
NCESCPDM. The features are designed to control runoff resulting from the 25-year frequency
storm.
Sediment Basin (Reference NCESCPDM 6.61)
A sediment basin will be constructed at the west end of the proposed north disposal area. The
basin is sized to handle runoff from the entire north disposal area when it reaches the maximum
proposed footprint size of approximately 48 acres. The disposal area will be developed in phases
that are considerably smaller than the size of the ultimate footprint, and the sediment basin will
receive runoff from each active phase. At no time during development of the disposal area will
the area draining to the basin exceed the area upon which the design of the basin is based (48
acres). Accumulated sediment will be removed from the sediment basin as needed to maintain
the design storage capacity.
Temporary Stormwater Diversion Berms (Reference NCESCPDM 6.20)
Inactive portions of the cells that have not received waste will be separated from the active area
by the use of temporary diversion berms to segregate uncontaminated and contaminated runoff.
As the waste filling progresses, the diversion berms will be relocated to allow for continued
filling within the cell. As subsequent cells are opened in the planned sequence, uncontaminated
stormwater will be diverted around the active portions of cells for collection and removal.
Temporary stormwater diversion berms will be constructed downgradient of the proposed
roadway embankment at the locations shown on the drawings. The diversion berms will direct
stormwater runoff from the embankment to a sediment trap during construction of the
embankment and roadway. Temporary liners have been specified as needed to protect the berms
against erosive velocities.
Custom Basins (Reference Wake County Department of Environmental Services)
Custom basins will be constructed at the locations shown on the drawings. The basins provide a
minimum of 1800 cubic feet of storage capacity for each acre contributing drainage to the basin.
Accumulated sediment will be removed from the sediment traps as needed to maintain the design
storage capacity.
Sediment Fence (Reference Wake County Department of Environmental Services)
Sediment fences will be provided at the locations shown on the construction drawings to
minimize the amount of sediment leaving the site.
Grass-Lined Channel (Reference NCESCPDM 6.30)
Grass-lined channels will be constructed at the locations shown on the construction drawings to
direct stormwater runoff to either the proposed sediment basin or to one of the proposed custom
basins. Liners will be provided as needed to protect against erosive velocities and/or shear forces
in the channels.
VEGETATIVE STABILIZATION
Vegetative cover shall be re-established within 30 working days or 120 calendar days after
completion of the activity, whichever period is shorter.
TEMPORARY STABILIZATION
Graded areas must be stabilized with ground cover within 15 days of grading. Disturbed areas
will be vegetated in accordance with the criteria described above, and the seeding specifications.
Temporary control features will remain in place and will be maintained until the upgradient
disturbed area has been stabilized with vegetative cover.
MAINTENANCE
Custom basins shall be inspected regularly during land disturbing activities and after each
significant rainfall. Sediment shall be removed and the basin restored to its original dimensions
when sediment has accumulated to the design depth for sediment storage.
Sediment basin SB-1 shall be inspected regularly during land disturbing activities and after each
significant rainfall. Sediment shall be removed, and the basin restored to its original dimensions
when sediment accumulates to one-half the design depth. The embankment, spillways, and
outlet shall be inspected regularly for signs of piping and settlement. Repairs shall be made
immediately. The riser and pool area shall be kept free of trash and other debris.
Temporary diversion berms shall be inspected weekly and after each significant rainfall.
Accumulated sediment shall be removed immediately from the flow area, and diversion berms
repaired promptly. When the upgradient area has been stabilized, remove the diversion berm and
the channel so that the grade blends in with the surrounding ground. Stabilize the area of the
former berm with vegetation.
Grass-lined channels shall be checked after every rainfall while grass in the channel is being
established. After grass is established, the channel shall be checked after each heavy rainfall
event, and repairs made immediately. Accumulated sediment shall be removed as necessary to
maintain the design capacity of the channel. Grass that is lining the channel shall be kept in a
healthy and vigorous condition at all times.
Sediment fences shall be inspected at least once a week and after each rainfall. Repairs shall be
made immediately. Sediment deposits shall be removed as needed to provide adequate storage
volume for the next rainfall event, and to reduce pressure on the fence. Fencing materials and
sediment deposits shall be removed, and the area brought to grade following stabilization of
upgradient disturbed areas.
ATTACHMENT VI
CERTIFICATE OF AUTHORIZATION
CE R TI FI CA T I O N O F A U TH O R J7. A T IO N
I Norbert Hector, Material Recovery, LLC. hereby certify that I have authorized JOYCE ENGINEERING,
INC. to act on my behalf and take all actions necessary to the processing and issuance of the jurisdictional
determination associated with the property located on Brownfield Road in Wake County, North Carolina.
/J1? J
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APPLICANT'S SIGNAT
MATERIAL RECOVERY, LLC.
DATE

,TENT'S SIGNATURE ::?
JOYCE ENGINEERING, INC.
DATE

Completion of this form will allow the agent to sign all future application correspondence. Also, please
provide the name(s) and complete address(es) of all legal property owner(s) as shown on your recorded
deed.
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