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DEM ID: 95,370 ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit #): NWP#26
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
' ?
NC DEPARTMENT OF ENVIRONMF1 'T, ; n _?___
AND NATURAL RESOURCES '?
P.O. Box 29535
Raleigh, NC 27626-0535
ATTs
MR JOHN DORNEY T W
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORD W *BERS.
SEVEN (7)-COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. Box 1890
Wilmington, NC 28402-1890
ATTN: CESAW-CO-E
Telephone [phone]
1. Owners Name: Frank W. Benson
2. Owners Address: P.O. Box 1424 Wilson, NC -27894
3. Owners Phone Number (Home): (Work): 919-243-0222
4. If Applicable: Agent's name or responsible corporate official, address, phon lr. (p)
-Same as above-
Wk -?
Wk 1 1 1995
5. Location of work (MUST ATTACH MAP). County: Wilson I -
Nearest Town or City: w
Specific Location (Include road numbers, landmarks, etc.): 2801 Contentnea Road (West side of SR 1611
North side of Seaboard Coast Line Railroad.
6. Name of Closest Stream/River. Contentnea Creek
7. River Basin: Neuse
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES [ ] NO M
9. Have any Section 404 permits been previously requested for use on this property? YES [ ] NO P9
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site:
1.74 Acres '
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: 0.54 Ar-reg
Drained:
Flooded:
Excavate
Total Impacted: 1.74 Acres
12. Description of proposed work (Attach PLANS-8 1/2" X 11" drawings only):
Gearing and Grading for Site Develoment
13. Purpose of proposed work: To prepare the site for Industrial Use--Regional
Solid Waste Management & Recycling Facility.
14. State reasons why the applicant believes that this activiy must be carried out in wetlands. Also, note measures
taken to minimize wetland impacts. Area of entire site is needed for planned use. Impacts are
minimized by use of proper S&E Controls and a permanent Stormwater Impoundment
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service
(NMFS) regarding the presence or any Federally listed or proposed for listing endangered or threatened species or critical
habitat in the permit area that may be affected by the proposed project. Have you done so? YES [ ] NO [?c]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic
properties in the permit area which may be affected by the proposed project? Have you done so? YES [ ] NO PN
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM: ' .
A. Wetland delineation map showing all wetlands, streams, and lakes on the property. Attached
B. If available, representative photograph of wetlands to be impacted by project. Not Available
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line. Attached
D. If a stormwater management plan is required for this project, attach copy. N/A
E. What island use of surrounding property? Ya an .-- .on -d Tnd us . i a 1
F. If applicable, what is proposed method of sewage disposal? Municipal Gravity Sewer
Signature
Date
Proje(-+ /Site: d n k?,U1A Tf Date:
Applica.,,.i owner: County: ?../ I
Location: State: ? I r
Address:
Waterway:
Do Normal Circumstances exist on the site? yes No
Is the site significantly disturbed (Atypical Situation)? Yes _ No _
Is the area a potential. Probl m Area? Yes _ No
Community ID: -ATransect ID: Plot ID:--L
VEGETATION
Dominant Plan Species Stratum Indicator Dominant Plant Species Stratum Ind.
2. _T Fn r- 10.
3 .Lt 11.
4. S S f'ng- VJ+ 12.
5,?, ;Irx?[ rD?iav?d:Iia. S 5rx.(. 13.
6. 14.
7. 15.
8. - 16. -
Percent of Dominant Species that are OBL, FACW, or PAC (excluding PAC-)
Remarks:
do
SOILS
Map Unit Name Drainage Class: r cl?
(Series and Phase): i rl? Field Observations Confirm
Taxonomy (Subgroup): Map Type? es X No
Profile Descrtjption:
Depth Matrix Color Mottle Colors Mottle Abun- Texture, Conc.
(inches) Horizon. Munsel Moist SMunsell Moist) dance/Contrast Structure
--? 3
8 -15' AE ? oYr? b j7_ IuYr2 4 C ? ?.K.ac,., ,
Hydric Soil Indicators: u
_ 8istosol • Histic Ep pedon _ Salfidic Odor __Z Aquic Moisture Regime
?Reducing Conditions V Gleyed or Low Chroma Colors _ Concretions _
High Organic Co tent in Surface Layer in Sandy Soils Organic Streaking in
Sandy Soils Liste4on Local Hydric Soils List Listed on National
Hydric Soils List Other (Explain in Remarks)
Remarks:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
HYDROLOGY
_ Recorded Data (Describe in Remarks): Field Observations:
_ Stream, Lake, or Tide Guage Depth of Surface Water: , (in.)
Aerial Photographs _ Depth to Water in Pit: N (in.)
_ Other Depth to Saturated Soil:h?L(in.)
No Recorded Data Available
Wetland Hydrology Indicators:
Primary Indicators: Inundated Saturated Upper 12 inches Water
Marks _ Drift Lines Sediment Deposits rainage Patterns in wetlands
Secondary Indicators (2 or more required): Oxidized Root Channels in
Upper 12 Inches Water-Stained Leaves Local Soil Survey Data _ FAC-
Neutral Test Other (Explain in Remarks)
Remarks:
!?('O wa { er Vsus _e,,,-}- i n t??nl i ?1 Qd 1. ?Oor P? ?61k.. ?? -? i r-,
4rA r?
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes V No _
Hydric Soils Present? Yes No _
Wetland Hydrology Present? Yes No
Is this Sampling Point Within a Wetland? Yes ?No
Remarks:
-F?C' ?•fra? n?e f ? ?
v,CU (row epr)s4,--t.?oc)

j?YecS? ?? ?'LQS 6ee.vi
i ?4ruo r-ecl

,DEC 2 i?
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Date:
Applicant/owner: County: ?Sf57)
Location• GOn llrzmn or State:
Address: •C 0 a))Wrr) K), 'T 17.)
7-
Waterway:
Do Normal Circumstances exist on the site? Yes No
Is the site significantly disturbed (Atypical Situation)? Yes _ No
is the area a potenti 1 robl m Area? Yes No
Community IDs Transect ID:_ N IA- Plot ID:_
VEGETATION
Dominant ant Species trat m Indicator Dominant Plan-SAeSJ Ag. Stratum Ind.
V Q y -A-5- - 9.
2 .,fi L z-, -5+r"n kZ J 5 -r _ 10.
3. Pri n 05 r &Y-A47* vU:;k_ _L G (r' u 11.
4. 1.?V?iG ?'CnB?MbQ?1ArFhs r7/S 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or PAC (excluding PAC-)
Remarks : N 1-?•e, V jo a j. CZ ? i-i tLO-1.
SOILS
Map Unit Name nnDrainage. Class: 1r)P.ll rf.yaL and
(Series and.Phase) : `Field Observations Confirp
Taxonomy (Subgroup): Map Type? es x No
Profile Description:
Depth Matrix Color Mottle Colors Mottle.Abun- Texture, Conc. ,
(inches) or z on Munsell Moist) (Munsell Moist.) dance/ Contrast Structure
O LPr
H3B rlic Soi?Indicato&(R 5??10 `2ay,? 1 Da
Histosol ._ Biotic Epipedon _ Sulfidic Odor Aquic Moisture Regime
Reducing Conditions Gileyed or Low-Chroma Colors Concretions _
High Organic Content in Surface Layer in sandy soils Organic Streaking in
Sandy Soils Listed on Logal Hydric Soils List - Listed on National
Hydric Soils List Other (Explain in Remarks)
Remarks:
EYDROLOGY
Recorded Data (Describe in Remarks): Field Observations:
Stream, Lake, or ride Guage Depth of Surface Water: 1.1/A (in.)
_ Aerial Photographs Depth to Water in Pit: (in.)
Other Depth to Saturated Soil: (in.)
No Recorded Data Available
Wetland Hydrology Indicators : N0 ?? K_?a4'e r' n ?r 1 f1Q? [ a ?e Z4 ?1-
primary indicators: _ Inundated _ Saturated in 'Upper 12-inches Water
Marks _ Drift Lines _ Sediment Deposits _ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required): Oxidized Root Channels in
'Upper 12 Inches Water-Stained Leaves _ Local-Soil survey Data _ FAC-
Neutral Test _ Other (Explain in Remarks)
P..emarks
Nv s e?,? i nd.+ cc?-{w?S a2r?? ,
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Hydric Soils Present?
Wetland Hydrology Present?
Is this Sampling Point Within a Wetland?
Remarks:
1

Yes -No
Yes _ No
Yes _ No ?
Yes _ No i

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Sung ate Design Group, P.A. ENGINEERING • LANDSCAPE ARCHITECTURE • ENVIRONMENTAL
915-A Jones Franklin Road Raleigh, N.C. 27606 919 - 859. 2243
14 August, 1996
Mr. John Dorney
NC DEHNR-Water Quality Division
4401 Reedy Creek Road
Raleigh, NC 27626-0535
RE: 401 CERTIFICATION, WILSON, NC, PROJECT #95370
Dear Mr. Dorney:
RECEIVED
AUG 1519%
ENVIRONMENTAL SCIENCES
- n t3rH
In compliance with your of 7/23/96 letter to Mr. Tom Saieed, I am providing you with
our proposed construction plan and calculations for the stormwater/sediment basin constructed as
part of the above referenced project. As indicated via my letter dated 8/7/96, redevelopment work
is scheduled to begin as weather permits. With regard to our submittal of the plans and
calculations, I submit the following for your review.
SEDIMENT BASIN NO. 4
Description: Sediment Basion No. 4 is proposed to be located at the lowest landscape
position (release point) available on the site. This location is selected in order to allow a single
facility to serve a dual purpose. Initially, the facility will serve as a sediment basin during
construction and, after site stabilization, the basin and dam will remain in place to provide a
stormwater impoundment and sampling point. Due to the area's low terrain, the basin will remain
as a wet pond. The position and configuation of the basin is dictated by the site's constraints and
existing drainage patterns. The site is proposed to be developed as a Waste Management Campus
and include a Recycling Center, District Collection Facility (Administration and Maintenance),
"Transfer Station and a Woodwaste Facility. The site's selection was driven by the appropriate
zoning and location adjacent to an active rail spur. Unfortunately, the existing rail spur altered
the drainage pattern and redirected part of the off site flow along the rail track side ditch. The
site's stormwater system was analyzed to determine the existing division of flow through the rail
spur cross pipe and the rail side ditch. To prevent overloading the downstream systems, this
proportional relationship was maintained.
Spillway: The site's general slope and outlet channel conditions dictated the location and
type of spillway required for the basin. The outlet channel slope was field surveyed and
computed to be I%. In order to provide the necessary storage, the proposed basin site will be
excavated. In doing so, a riser and barrel type outlet was eliminated and a dam and weir type was
selected. Even with the dam and weir selection, the excavated storage cavity will remain as a wet
pond. The weir elevation was set at elevation 90.0 in order to provide a positive outlet flow and
maintain an outlet elevation correlated to the existing cross pipe under the rail spur. The
existing rail spur cross pipe and any extension thereto were critical to maintaining the
proportional outflow from the site.
SDG
Page 2
Dam: Due to the contributing drainage area (22.10 acres), a rock dam/spillway was selected in
accordance with the NC Erosion and Sediment Control Manual.
Calculations:
Denuded Area 4.45 Acres
Required Storage 8,010 CF
Basin Designed Storage 8,448 CF
Surface Area 11,500 SF
Drainage Area 22.10 Acres
Cwt. 0.55
Q10 87.76 CFS
()100 118.15 CFS
Spillway Weir
Flow Depth 1.0 ft.
Freeboard Depth 1.0 ft
Width (across crest) 5.0 ft
:Length 30.0 ft
Side Slope
Upstream 2:1
Downstream 3:1
Q allowed 125.78 CFS = Q100
Dam Embankment NCDOT Class B Rip Rap
Right Side 50 ft
Left Side 40 ft
Outlet Protection NCDOT Class B Rip Rap
Thickness 1.5 ft
Length 40 ft
Taper 30 ft to 6 ft Channel
The site development is being constructed in phases that are dictated by both opportunity
and demand. At present, only part of the impervious surfaces are in place with the "Transfer
Station and Woodwaste Facility projected for future development. The final stormwater
impoundment surface area will dictated by the site's build out.
In support of the application to fill in the wetlands, there are several factors that we hope
you consider in your review.
1. The proposed use of the area is for a regulatory driven need to eliminate wood
products from the waste stream and, if possible, create a reusable material. The proposed
location maintains the required relationship between the existing circulation, truck scales and the
proposed site rail spur. Prior to submitting our application, the entire site was reviewed to
determine the best location for the proposed Woodwaste Facility. The wetland location was
#VSDG •' zoy?j 16
vim=
Page 3 \ t s? ?/
Tl
selected due to no circulati cont7icts or impact on existing operations, satisfactory distance
from control operations afety), logical progression of site development and preservation of
other site wetlands.
2. The elimination of the wetlands would allow the stormwater impoundment to be ad
enlarged to provide more surface area needed to improve the trapping efficiency.
?Y 1
3. The location of the wetland addressed in the application is an isolated pocket
located along upper division line of two drainage corridors. In order to continue the development
of this site as a Waste Management Campus, an additional 5.U acres of land was purchased. The
added property also contains an area of wetlands that are adjacent to flowing stream and viewed
as providing a more significant function. A concerted effort was made to prohibit any existing or
planned development in this area.
Our application to alter the wetlands is not a request to just fill and construct a
Woodwaste Facility, but a request to allow an orderly development of an industrial complex that
includes a stormwater impoundment as a means of providing water quality. A portion of the
requested wetland area would become part of the wet pond and provide the necessary ground
space to enlarge the surface area and thus, improve the performance. The addition of this facility
will close the final chapter for this project and above all provide the incentive to complete the
stormwater impoundment as per your approval condition.
Your patience and assistance with this matter is greatly appr6ciated and please call
should you have questions or desire additional information.
Respectfully submitted,
4lit`'
Frank Braxton S?
Olt
cc: Danny Smith o?.co4 Q..
J
J2 ItA.
490
S D G
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
May 30, 1995
Mr. Frank W. Benson
P. O. Box 1424
Wilson, N.C. 27894
Dear Mr. Benson:
Re: Wilson County
DEM # 95545, COE 199404709
XMXA? F
A'41toe
I - ?A
E:) FE F1
FILE COPY
The Division of Environmental Management has reviewed a copy of the U. S. Army
Corps of engineers permit to fill 1.74 acres of wetland near 2801 Contentnea Road. We have
no record of a 401 Water Quality Certification issued for this project. As the Corps permit
states a .401 Certification is required in order for your permit to be valid. Please provide
information regarding the location of project by completing the enclosed application. This
information is needed by DEM in order for us to decide whether this modification is
practicable.
I can be reached at 733-1786 if you have any question. Until this information is
received, I will request (by copy of this letter) that the Corps of Engineers place this project
on hold.
Sincerely,
A-LL
Jo n R. Dorney
W ter Quality Certificati n Program
95545.hld
cc: Raleigh DEM Regional Office
Wilmington District of Corps of Engineers
Raleigh Field Office Corps of Engineers
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
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NC'.NR['. H['P , FALLS LAKE TEL : [phone] Jul 17'96 14:25 No.006 P.02
9-7 North Carolina Wildlife Resources Commission P
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919.7333391
Charles R, Fullwood, Executive Director
MEMORANDUM
TO: John Uorney ??
Division of Water Q ty
FROM: Owen F. Anderson,. i ont Region Coordinates
Habitat Conservation Program
DATE; July 171 1996
SUBJECT: 401 Certification Application for Dewitt Corporation, Wilson County, Contentnea
Creek, Neuse River Basin, 95370
The North Carolina Wildlife Resources Commission has completed a review of the
suhiect application. Biologists on our staff are familiar with fish and wildlife habitat associated
with the proposed project area and made a site visit on July 13, 1996, Our comments are
provided in accordance with certain provisions of the Fish and Wildlife Coordination Act (48
Stat. 401, as amended; 16 U.S.C. 661 et seq.), and Section 401.b of the Clean Water Act of 1977
(as amended), and North Carolina General Statues (G.S. 113-131 et seq).
The applicant proposes to fill 1.226 acres of wetlands to expand an existing recycling
plant. 'I here have been 1.1 acres of wetlands already filled on the site to provide for the
recycling center. The 401 Water Quality Certlficatlon of May 1, 1995, stated that a permanent
wet detention pond was to be constructed downstream of the wetlands, which were not to be
filled.
While a sediment basin is in place, we question if this is serving as the permanent wet
detention pond required in the certification. A large amount of sediment has degraded the
remaining wetlands that were specified not to be filled. Therefore, we believe this applicant is in
violation of the previous certification.
The wetlands on this site have been degraded; however, they are still functioning to
remove pollutants from adjacent development and will continue to help prevent further
degradation in the Ncusc River Basin if they are pratected from 1111 and excessive yadimentation,
We have the following recommendations on this certification:
Apply enforcement action to have the applicant fulfill the conditions of the original
certification, which implies that no additional wetlands are to be filled on this site.
NCWRC,HCP,FALLS LAKE TEL:[phone] Jul 17'96 14:26 No.006 P.03
Do-witt Corporation 2 July 17, 1996
95370
2. Require the u ?pliminl to install effective erosion and sedimentation measures to prevent
further degrasation of the wetlands and restore those wetlands that have been degraded.
3. Require in-kind, on-site mitigation for any further wetland fill at a ratio of 2:1
(created: destroyed).
4. Place deed restrictions on the property to prevent =x future fill by current or future
property owners.
5 Sufficient water should be routed to the remaining wetland areas from the storrnwater
retention pond to maintain hydrology. However, energy should be dissipated to prevent
erosion of the wetland areas.
Thank you for the opportunity to review and comment on this application. If we can be
of additional assistance please contact Bill Collar(at [phone] or me at [phone]_
BC/OA/ofa

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Sung ate Design Group' P.A. ENGINEERING • LANDSCAPE ARCHITECTURE • ENVIRONMENTAL
915-A Jones Franklin Road Raleigh, N.C. 27606 919 - 859. 2243
7 August, 1996
Mr. John Dorney
NC DEHNR
Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27626-0535
RE: 401 CERTIFICATION, WILSON, NC PROJECT #95370
Dear Mr. Dorney:
RECEIVED
AUG 1 21996
ENVIRONMENTAL SCIFN;1f c
With regard to the above referenced project, activities are underway to rectify the
observed discrepancies concerning the stormwater pond and associated matters. At present, the
site contractor is preparing to re-construct the stormwater pond dam and spillway as per plans.
Please note that the work schedule is being affected by the weather and all efforts are being made
to bring this issue to closure.
I have discussed this matter and its implications to the request to fill the on-site wetlands
with the proposed facility buyer/operator. They have instructed me to continue our pursuit of the
401 Certification and provide any necessary supporting data. At present, I am focusing my
activities on bringing the site into complicance and will submit our case documents prior to your
15 August, 1996 deadline. Please consider this letter as our intent to continue.
Your attention to this matter is appreciated and please call should your have questions.
Res ectfully,
/1W AA
Frank Braxton
cc: Danny Smith
SDG
MEMORANDUM PRINT :!NAMES: ?y
Reviewer _
TO: JOIIN DORNEY WQ SUPV.:
ENVIRONMENTAL SCIENCES BRANCH DATE :7
SIJBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
***EACH ITEM MUST BE ANSWERED (USE N/A FOR NOT APPLICABLE) % ^*
PERM-IT YR: 95 PERMIT NO: 0000370 COUNTY: WILSON
APPLICANT NAME : WASTE I.NDIJSTRIES, I:NC. -- FRANK BENSON
PROJECT TYPE: COMMERCIAL FILL, PERMIT TYPE: NW26
COE #: DOT #:
RC
:
R
M APP DATE_FRM_CDA : 06/2,0/96 RECEI
REG
O
F ICE : RRO
VED
RIVER
RIVER
AND
SUB
BASIN
#: 030407 STR
INDEX
NO : 27-86-(7) JUL 2 6 1996
-
-
- - __
_ E
/WIR?N NrALSCIEN
STREAM--CLASS: C CES
WL_IMPAC'I'? YjN WL-TYPE: HWF
WL,_REQUES'I'ED: WL_ACR,EST?: Y N
WL_SCORE (#) : ATER IMPACTED BY FILL?: NIN
MITIGATION?: Y MITIGATION TYPE:
MI=TIGATION SLZE: `/ ? DID YOU REQUES'T' MORE I_NF'O? : Y/
IS WETLAND RATING SHEET ATTACHED?: 6y) N
IIAVE PROJECT CHANGES/CONDITIONS BEEN DISCUSSED WITH APPLICANT?: Y/6)
RECOMMENDATION (C=ircle One): ISSUE ISS0E/CQND DENY
CC: Regional Office
Central. Files
h'P Fe T S
r
RA 1 N W OR S HEET Faufth Ver in
n
WET LAND
,
Project name Nearest road
County l 5? -? Wetl,a d area L,Z.-('-" acres Wetlarid width /%2G? fe t.
Name of evaluator. /

?e?tand location
[? on pf) IIL! or lalk,e .. or : r ad
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Boa fores-,
Headwater creS` ? =reshwa--r marsh V
? Eog/re
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? Swamp forest ? Eszjarine fringe forest ? Sew
Alec flat ? -c:hemeral wetland ? Qt-her
Pcccsin ? Carolina Fay
"TI-:e syste--n can-et '--)e to salt oi- br-acl:isft marshes er s T-ea,:, c:-Lannels
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`letland tvpe (select one)*
Division of Water Quality
Raleigh Regional Office
July 22, 1996
Waste Industries, Inc.
Commercial Fill
Wilson County
Permit No. 0000370
On July 15, 1996 Danny Smith from the RRO met Mr. Frank Braxton
with Sungate Design Group in order to conduct a site visit at Waste
Industries recycle station (note: this site is also a vehicle
storage area and is where the trucks are repaired). Waste
industries has applied for an additional 1.226 acres of wetland
fill at the subject facility.
On May 1, 1995 this facility originally was issued a water Quality
Certification for 1.1 acres of fill for the purpose of constructing
a regional solid waste management and recycling facility at
Seaboard Coat Line Rail Road. This Certification contained the
following conditions:
"A permanent wet detention pond shall be constructed downstream of
the wetlands which are not to be filled to handle runoff from the
site."
During the July 15, 1996 site visit
not diverted into the avoided wet
was not built. Specifically, Mr.
diverted away from the wetlands,
(unclear if this pond actually is
a ditch adjacent to the rail road
it was noted that stormwater was
lands and that a stormwater pond
Smith noted that stormwater was
away from a sedimentation pond
a sedimentation pond), and into
tracts.
This is a violation of North Carolina General Statute 143-215.
(c)(1) and 15A NCAC 2H .0504 (c) which respectively states the
following:
143-215 (c)(1) -In adopting effluent standards or limitations
and management practices the Commission shall be guided by the
same considerations and criteria set forth, from time to time,
in federal law for the guidance of federal agencies
administering the Federal Water Pollution Control Act. The
effluent standards or limitations and management practices
adopted hereunder shall be no more restrictive than the most
nearly applicable federal effluent standard or limitations and
management practices unless the Commission first considers,
among other things, an evaluation, prepared by the Department
in accordance with this subsection, of the impact of the
proposed effluent standards or limitations and management
practices and finds the at the environmental, public health,
safety, and welfare benefits of such proposed effluent
standards or limitations and management practices justify
their cost.
15A NCAC 2H .504 (c) - Conditions of Certification. Any
certification issued pursuant to this Rule may contain such
conditions as the Director shall deem necessary to insure
compliance with Section 301, 302, 303, 306, and 307 of the
Federal Water Pollution Control Act Amendments.
The RRO recommends that a Notice of Violation be issued to Waste
Industries regarding this matter. Which should require Waste
Industries to immediately abate this issue, which is subject to
civil penalties of $10,000 per day under NCGS 143-215.6.
In addition, this office requeststhat waste industries respond
to this Notice in writing by August 12, 1996. They should explain
why stormwater was not diverted into the wetlands, why a stormwater
pond was not built, and what was the purpose of the depression
noted at the corner of the property (that is it had no outlet,
riser, or emergency structure and only held water from one corner
of the lot.)
With respect to the Current 401 Certification - It should not be
issued until the previous problems have been specifically
addressed. In addition, a stormwater pond should be built to treat
stormwater from the whole drainage basin and the water should then
be discharged (through a spreader device/velocity dissipator) and
spread out into the remaining wetlands. Regardless if additional
acreage are filled or not.
It is clear that Waste Industries has in no way met any of the
conditions of the 401 Certification and appears to have not even
done the least they could do to try to comply with the above
conditons. Further, they are now requesting the fill of an
additional 1.226 acres!
It should also be noted that the wetlands initially rated a 55.
Currently, the wetlands rate 30 due to the removal of stormwater
from the wetland (Hence, the value with respect to water quality
function has been significantly reduced due to activities of Waste
Industries.)
- lets talk-
RRO recommendation: NOV, consider whether to recommend an
Enforcement Action, and require a Schedule of Compliance (with
dates) for both Certifications.
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DEM ID: 95370 ACTION ID: 199404709
Nationwide Permit Requested (Provide Nationwide Permit #) 26
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILM NGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENT
DEPARlIdENT OF THE ARMY NC DEPARTMENT OF ENVIR(
P.O. Box 1890 AND NATURAL RESOURCES
Wdmington, NC 28402-1890 P.O. Box 29535
ATTN:.CESAW-CO-E Raleigh, NC 27626-0535
Telephone [phone] ATTN: MR JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT T
SEVEN (7) -COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENV]
PLEASE PRINT.
1 Owners Name: DeWitt Corporation
2. Owners Address: P.O.Box 18771, Raleigh, N.C.- 27619
3. Owners Phone Number (Home): (Work): 919-876-4772
4. If App_ licable: Agent's name or responsible corporate official, address, phone number:
Tom Saieed -same as above
Todd Saieed -same as above
5. Location of work (MUST ATTACH MAP). County: W i 1 s o n
Nearest Town or City: W i l s ort
Specific Location (Include road numbers, landmarks, etc.): 2801 Contentnea Road (west of SR 1611 and
north of the SCL railroad) - Lots, #1 & 2 (formerly Frank W. Benson property).
6. Name of Closest Stream/River: Contentnea Creek
7. River Basin: Neuse
8. Is this project located in a watershed classified as Trout, SA, HQW, ORA WS I, or WS 11? YES [ ] NO M
9. Have any Section 404 permits been previously requested for use on this property? YES JXY NO [ ]
Ifyes,explahL 5/1/95-401 WQC to fifl 1.1 ac.; 5/5/95-NWP 26 to fill 1.74 ac. 0.1 ac.
subsequently filled)
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 4.602 an.
(pre-development); -1'.1 ac. filled = 3.502 ac. (presently existin,)
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: 1.226 ac. + 1.1 ac. (already filled) = 2.326 ac.
Drained:
Flooded:
Excavated:
Total Impacted: 2.326 ac. (includes 1.1 ac. already filled)
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6

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF
May 5, 1995
Regulatory Branch
Action ID No. 199404709 and Nationwide Permit No. 26 (Headwaters and Isolated
Waters)
Mr. Frank W. Benson
Post office Box 1424
Wilson, North Carolina 27894
Dear Mr. Benson:
Reference your application of April 5, 1995, for Department of the Army
(DA) authorization to impact 1.74 acres of wetlands on your property located
at 2801 Contentnea Road (immediately west of), on the north side of Seaboard
Coast Line Railroad, adjacent to, and above the headwaters of, an unnamed
tributary to Contentnea Creek, southwest of Wilson, Wilson County, North
Carolina.
For the purposes of the Corps of Engineers' Regulatory Program, Title 33,
Code of Federal Regulations (CFR), Part 330.6, published in the Federal
Register on November 22, 1991, lists nationwide permits. Authorization was
provided, pursuant to Section 404 of the Clean Water Act, for discharges of
dredged or fill material into headwaters and isolated waters.
Your proposed work is authorized by this nationwide permit provided it is
accomplished in strict accordance with the enclosed conditions and provided
you receive a section 401 water quality certification from the North Carolina
Division of Environmental Management (NCDEM). You should contact Mr. John
Dorney, telephone [phone], regarding water quality certification. This
nationwide permit does not relieve you of the responsibility to obtain other
required State or local approval.
This verification will be valid until the nationwide permit is modified,
reissued or revoked, which will occur prior to January 21, 1997. It is
incumbent upon you to remain informed of changes to the nationwide permits,
which will be announced by public notice when they occur. If you commence, or
are under contract to commerce, this activity before the date the nationwide
permit is modified or revoked, you will have twelve months from the date c°
the modification or revocation to complete the activity under the present
terms and conditions of this nationwide permit.
Questions or comments may be addressed to Mrs. Jean B. Manuele, Raleigh
Field office, telephone [phone], Extension 24.
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
AIN
Pnnted on ® Recycled Paper
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B, Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
LT: W;7 WWA,
AM 0
001% oonftft
ED FE F1
May 1, 1995
Wilson County
DEM Project # 95370
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Frank Benison
P.O. Box 1424
Wilson, N.C. 27894
Dear Mr. Benison:
You have our approval to place fill material in 1.1 acres of wetlands or waters for the purpose of
constructing a regional solid waste management and recycling facility at Seaboard Coast Line railroad,
as you described in your application dated 5 April 1995. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 2671. This certification
allows you to use Nationwide Permit Number 26 when it is issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application. If
you change your project, you must notify us and you may be required to send us a new application.
For this approval to be valid, you must follow the conditions listed in the attached certification. A
permanent wet detention pond shall be constructed downstream of the wetlands which are not to be
filled to handle runoff from the site. In addition, you should get any other federal, state or local
permits before you go ahead with your project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 30 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. 276 1 1-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Environmental Management under Section 401
of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733-1786.
Sincerely,
Pre on Howard, Jr. P.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DEM Regional Office
Mr. John Dorney
Central Files
Frank Braxton; Sungate Design Group 95370.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
DATA FORM - (_o-r #
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: a LfbeYfbn ?? bate:
Applicant /Owner: County: W I(4rc-?Y,
Location: State: ? 1 '
Address: L I ?,p
Waterway:
Do Normal Circumstances exist on the site? Yes _ No
Is the site significantly disturbed (Atypical Situation)? Yes No
Is the area a potential Probl m Area? Yes No
Community ID: 7 as Transect ID: Al A Plot ID:-}t' _
VEGETATION
Dominant ant Species tratum Indicator .Dominant Plant Species Stratum Ind.
2. Intis _ Ihr, 10.
3. ini f:QG M) 'f- 11.
4. laue Rua- <S S n e-, W + 12.
S,Ssn,; ? rxi( rAivi •ial;6,- _ $ IS '•Fra.C. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-)
Remarks:
SOILS
Map Unit Name Drainage Clnss: r ????
(Series and Phase):_ Rai (LS, Field Observations Confirm
Taxonomy (Subgroup) : Ty 'e f< %.1 en a u u I -4-S Map Type? e s X No
Profile Descrivtion:
Depth . Matrix Color Mottle Colors Mottle Abun- Texture, Conc.
itches or z n . M se Moist) (Munsell Moist stance/Contrast Structure
T _111 0/1 h d, 0/7
8 -)5' AU ? DY)? b z IDYr2 4T ? ?dJ 1 x?V--)
Hydric Soil Indicators:
Histosol. I;istic Spipedon _ Sulfidic odor __Z Aquic Moisture Regime
?Reducing Conditions ?Oleyed or Low-Chroma Colors _ Concretions _
High Organic Co tent in Surface Layer in Sandy Soils Organic Streaking,in
Sandy Soils , nisted on Local Hydric Soils List Lieted on National
Hydric Soils List Other (Explain in Remarks)
Remarks:
Project/
Applican
Location
Address:
Waterway: _
Do Normal Circumstances exist on the site? Yes No _
Is the cite significantly disturbed (Atypical Situation)? Yes No _
Is the area a potenti 1 roblem Area? N Yes No
Community ID: Transect ID: N) Plot ID:-&M--
VEGETATION
Dominant ant ecies Stratum Indicator Dominant Plant Spe &q Stratum Ind.
1. i nU.S -ra y-A a- -T- Wr- 9.
2 . Eii t 1S ?5fr-b t---,cJ.5 -I-_ f &Ir-U 10.
3.PriIn 1 r4+' F-raC:u it.
4. ?.0 Y? ? ?r?.8er•+ f? 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-)
Remarks : M Ou" + p" ? z )4-Q, V?IC S 1 r) C? Ope
SOILS
Map Unit Name Drainage Class: _1nlP.ll ri_YGU
(Series and Phase): PO Field Observations Confirm_
Taxonomy (Subgroup): TJ421c R2 (,--t43 ?S Map Type? es X No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Abun- Texture; Conc. ,
inches or zon Munsell ist SMunsell Moist dance/Contrast Structure
(0 Ddrr`
S22 -
% R s5 10 ! oa w,
Hydric Soil'57.ndicato?
_ Histosol ._ Histic Epipedon Sulfidic Odor Aquic Moisture Regime
_ Reducing Conditions aleyed or Low-Chroma Colors _, Concretions _
High Organic Content in Surface Layer in Sandy Soils Organic Streaking in
Sandy Soils - Listed on Local Hydric Soils List _ Listed on National
Hydric Soils List Other (Explain in Remarks)
Remarks:
?? r,?-?' ) I. :S d
?e - ors c? vl? is C)
DATA FORM - LOT #, I
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
c
I -
DATA FO RM - ?,o-r * Z.
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)

Proiect/Slte: f2 km >- '5 AASp N FSZpP>c x.T Y - oT"Z Date: 8 / 10 l - S
Applicant/Owner•. 9_AN y?, $ENSor t
Investlgator. GI{AtLL F-S n USs@ta- County:: 4Ajt_soi,4 -
State: t? . C...

Do Normal Circumstances exist on the site?

Is the site significantly disturbed (Atypical Situation)? (YR) No

Yes Community 10:
-'-
Transect 10:
Is the area a potential Problem Area? Yes <19 Plot I0: Z
(If needed. explain on reverse.)
VEGETATION
Dominant Plant Species
.Q-A*_IZ GUS 1 , 1 e- H A 1a'`f. I I Stratum indicator
?W - Dominant Plant Soecies
9-IL-VA t7PACA Stratum Indicator
M%A rf<- -
2. Get u6R.MH fk_ ia.l ?GUS?21Fr1S?Nfc?a rc ?y f A'C_
3.(_ IL1O P&4y%o .l L.1191ff&
s.l.?cz u1?Ar1e?A?5r Y,zta c,F?u A- "
1' _ Ale—,
4? PrG+ 11.p?eS?A of-WW1 A yp?cW
1 4 h
gpc?_
S, f 1.1 sy-c- S 1t:LLc7S
a.?) 1JUSTAV, DA- I' _J..pr_?4 : 13.S 11 1 L_Pok f oru lycl rr
14.L0 NILi;Qf7 .-
I
APt?1:1? „
i ? c
Pr?
7ALA,iFF_P1a-_ Q48A ,
1
15.?o\.,fsnt mart htCRrLSt? c.?Qy?,4 " ?lG
S.Py- LA NUs 75 l-(air I N

Percent of Dominant Species that are OSL FACW or FAC
(excluding FAC-).
f
Remarks:
?? n ? Nr?NC?
O?
}-?'`1'T7R-1? ??1?-"'1"ATlort
?rZ,EStrNT?
HYDROLOGY
_ Recorded Data (Describe in Remarks):
-Stream, Lake. or T)ds Gauge
_ Aerial Photographs
_ Other
No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
-Saturated In Upper 12 Inches
_ Water Marks
_ Drift Linea
_ Sediment Deposits
Field Observations: _ Drainage Patterns In Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: Oxidized Root Channels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Frae Water in Pit: On.) _ Local Soil Survey Data
,1 1 r
? _ FAC•Neutrai Test
Depth to Saturated Soil: Z
I (In.) _ Other (Explain in Remarks)
Remarks: . 11 Y 1 N a 1 c. fl Tv ra O -r

DATA FORM - DoT 4? Z
ROUTINE WETLAND DETERMINATION
0 987 COE Wetlands Delineation Manual) W4 W - L1 f1E

Project/Site: - L o 4'Z Date: r
Applicant/' minor
Investigator: GI u L.iES n lS,5G_tz County:
State: N G

Do Normal Circumstances exist on the site?
Is the site significantly disturbed (Atypical Situationl7
Is the area a potential Problem Area?
(if needed, explain on reverse.) es No
Yes CO
Yes 1g) Community ID: -
Transect 10:
Plot ID:
VEGETATION
Dominant Plant Species
1.Q?tE¢.C?•kS 1? IGNRL1ll1 ? Stratum Indicator
R tl 4 g?G.?nl- Dominant Plant Soeciee
9. ???usTC?un S,NENSE Stratum Indicator
$ FAc
2.?kC.L1Z. uBRUM " ?? 10- F"Mi! RORBONt /> f pW
3.I_ISi 1?D1~ND1CoWTUl.1P1fECt?t Ac i1.VlTIS KDTUND1Fo1 1Fl VIUHE f- A C_
4.1_iQu?vltnl7ARST?cLI>LIFLwr ?` C} 12-?Snj L_P(.y 120TU MIDI 1:0-1A It
S.TU1.1)L R11;.ii_P, " ?f}Lu1 13-Loalcrfl;lLlp ?F>P0xa1LQt I'c - fpA
6. U$iZ?ta,S NELl.?S " ACA- 14, oi,Y5T1c Huh ??c?osYl? uhlq?5 " Ir- A- C
7Y I l ?au5 TAVDiN " i S. $Rur1?1 i 11th l A IC ANT A ^

1l.11?X?9A?G?
?5 Igi ??C-
16. -!•-GLSeZ .

Percent of Dominant Species that are OBL, FACW of FAC
(excluding FAC•).
`rj d °Jo
Remarks: -D??irJAac? or-
HYDROLOGY
_ Recorded Data (Describe In Remarks):
_ Stream, Lake, or Tide Gouge
_ Aerial Photographs
_ Other
No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
? Water Merits
_ Drift Unes
_ Sediment Deposits
Reid Observations: _ Drainage Patterns in Wetlands
Secondary Indicators (2 or more requiredl:
Depth of Surface Water. On.) _ Oxidized Root Channels in Upper 12 Inches
_
Depth to Free Water in Pit: On.) Watat-Stained Leaves
Z Local Sail Survey Data
_ FAC•Nautral Teat
Depth to Saturated Soil: 2 ((n.) Z Other (Explain in Remarks)
Remarks: (7
),N T f? rA A t k LA \1 ?. 1. ?E L l? ? C L_, ? 1 T, ? ?> i_U ?a r

DATA FORM - L.oT * Z
ROUTINE WETLAND DETERMINATION -
(1987 COE Wetlands Delineation Manual) \Aer

Project/Site: C BEA509 Ft'n?e.CLne - L0T*?_ Date:
Applicania wrier. 2AMY, SE,*1Sot4 County: o
Investigator: State: ?? G.
Do Normal Circumstances exist on the site? ® No Community ID: ?-•'
Is the site significantly disturbed (Atypical Situation17 Yes ( Transect 10: -
Is the area a potential Problem Area? Yes (S Plot ID:
(If needed, explain on reverse.)
VEGETATION
Dominant Ptent Species
t.?u (G2C l?S >'IIC.AU ,1 I Stratum Indicator
t es raw: Dominant Plant Soecies
9-A?-'SEA( BOR?Or Stratum Indicator
11A ° t.w
2.ALE2 ZQ,6y_ nn N eke- 10.
3.?12loyEN>7Ro1J TuuP)t&
. 4 It f Ae-
; 11.4 ris ROTUNat FoLt A v?Ntz FkC.
4.Lli?UlyAt1130fL5TN?sC1?L 1AR " e } 12.S61LkX 1?ZA14 0 11`
?
0L.IA -r-AL
S. 'rLILAr ILL I f.R.A 1? ?pLW 13. Lo we-or-A 1GPr7 N1CR " /kC, -
Q.QL? S YN ?L1.0? " 14.PoLYSr{C?11UC? IkGfpS (lLF}plDf
7. 1s.?g1layl?A21 +f ./? t?SEl r 3.LS? Y..
8.L16,UST7_Ur1 5ItAFAi5S eswue YRC- 1a.

Percent of Dominant Species that are OeL. FACW at FAC
(excluding FAC-1.

Q o/ _
Remarks: Dp?1NLET?ICE Of N?Df'©Q}EYTIC_. ?EGtrATlaN EStCtIT,
HYDROLOGY
_ Recorded Data (Describe In Remarks):
_ Stream. Lake, or Tide Gouge
_ Aerial Photographs
_ Other
No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
Saturated In Upper 12 Inches
Water Marks
_ Drift Linea
_ Sediment Deposits
Field Observations: :Z Drainage Psttems in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: firs.) Oxidized Root Channels in Upper 12 Inches
f Water-Stained Loaves
Depth to Free Water In Pit: (in.) _y' Local Soil Survey Data
n
Depth to Saturated Soil: Z nom.) FAC-Neutral Test
Z Other (fxplein In Remarks)
Remarks: ??Pf=??yS1oNl?L LQN?S?
P
E Past r1G7?.t Vl? PAZ- EPc>--(thi'PN t?
II
II
INDICf1"rroN?? OF ?/??-'r??u;> t'i?pfC4t<c3G,Y.
SUNGATE
DESIGN GROUP, P.A.
915A JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606

F?R?N 2 Q 1996 dCl4?r ?G oOL? ?I ° [?1?]?44Lad
??NTq `'SC/Fj,C£S
919-859-2243 • FAX [phone]
TO
WE ARE SENDING YOU Attached El Under separate cover via
? Shop drawings El Prints ? Plans
11 Copy of letter ? Change order ?
1:1 Approved as submitted
[I Approved as noted
? Returned for corrections
COPIES DATE NO. DESCRIPTION
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THESE ARE TRANSMITTED as checked below:
For approval
El For your use
? As requested
11 For review and comment
REMARKS
the following items:
? Samples ? Specifications
? Resubmit copies for approval
El Submit copies for distribution
11 Return corrected prints
DATE
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? PRINTS RETURNED AFTER LOAN TO US
COPY TO s11?4-I (11 NLF YiLL ,/
RECYCLED PAPER:
Contents: 40% Pre-Consumer-10% Post-Consumer SIGNE
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, secretary
A. Presto n Howard, Jr., P.E., Directo r
?EHNR
July 23, 1996
Mr. Tom Saieed
DeWitt Corp. P.O. Box 18771 \ -
Raleigh, NC 27619
Project #95370
Wake County
Dear Mr. Saieed:
The Division of Water Quality, Water Quality Section has reviewed your plans for die
discharge of fill material into an additional 1.226 acres of waters and/or wedands located at 2801
Contentnea Road in Wilson County for expansion of an existing recycling/waste management
facility. Based on this review, we have identified significant uses which would be removed by this
project. These uses are water storage, pollutant removal and wildlife habitat. Furthermore,
insufficient evidence is present in our tiles to conclude that your project must be built as phmned in
waters and/or wetlands. Therefore, we are moving toward denial of your 401 Certification as
required by 15A NCAC 2B.0109. Until we receive 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 your project must be
constructed as planned and that you have no practicable alternative to placing till in these waters
and/or wetlands. Specifically can you construct your facility on nearby uplands or prior converted
farmland? In our earlier approval (fated 1 May 1995 we explicitly stated that the remaining
wetlands on the original parcel were not to be tilled and that a permanent wet detention pond was to
be built. When Mr. Danny Smith of the Raleigh Regional Office visited die site on 15 July 1996
die pond did not appear to be constructed properly and stonnwater was routed :?round die pond.
My understanding from a recent telephone conversation with Mr. Frank Brixton is that the
stormwater has now been routed to die pond. Based on our previous permitting decision, we are
unlikely to approve additional till to wetlands on die original parcel. Before we make any final
decision on additional wetland fill, we will need to review engineering and design specifications
for the pond and be sure that these designs are properly built as required by die original
Certification. These plans should be submitted to us by 15 August 1996. Unless the matter of the
stormwater pond is adequately dealt with, we will consider actions such as a Notice of Violation
and civil penalties to rectify die matter. Any documentation such is 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 two weeks of die date of this letter by sending a copy of this,
information to me and one copy to Mr. Danny Smith at the Raleigh Regional Office at 3800 Barrett
Drive, Raleigh, NC 27611. If we do not hear from you in two weeks, we will assume that you
no longer want to pursue this project and we will consider die project as withdrawn. I can be
reached at 919-733-1786 if you have any questions.
Sincerely,
J in R. Dorney
ater Quality Certifica o? rogr ni
cc: Raleigh DWQ Regional Office
Wilmington Office Corps of Engineers
Central Files
Owen Anderson, WRC
Jill Hickey, Attorney General's Office
Frank Braxton, Sungate Design Group
95370.nty
Division of Water Quality • Environmental Sciences Branch
4401 Reedy Creek Rd., Raleigh, NC 27626-0535 • Telephone [phone] • FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper

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,;IEMORANDU
TO:
SUBJECT:
M PRINT NAMES-
' Reviewer:
JOHN,DORNEY WQ SUPV.:
ENVIRONMENTA CIENCES BRANCH DATE:
WETLAND STAFF REPORT AND RECOMMENDATIONS
***EACH ITEM MUST BE ANSWERED (USE N/A FOR NOT APPLICABLE) ***
PERMIT YR: 95 PERMIT NO: 0000370 COUNTY: WILSON
APPLICANT NAME: WASTE INDUSTRIES, INC. - FRANK BENSON
PROJECT TYPE: COMMERCIAL FILL PERMIT TYPE: NW26
COE #: DOT #:
RCD_FROM _CDA: APP DATE FRM CDA: 06/20/96
REG OFFICE: RRO
RIVER-AND-SUB-BASIN-#: 030407 STR INDEX N0: 27-86-(7)
STREAM CLASS: C
WL_IMPACT? Y N WL_TYPE: HWF
WL_REQUESTED: WL_ACR_EST? oN
4e
WL_SCORE(??): ?Q eAWPACTED BY FILL?: JIM
MITIGATION?: Y/?1Q MITIGATION _TYPE: MITIGATION_SIZE:??f DID YOU REQUEST MORE INFO?: Y/O
IS WETLAND RATING SHEET ATTACHED?:v N
HAVE PROJECT CHANGES/CONDITIONS BEEN DISCUSSED WITH APPLICANT?: Y/0
RECOMMENDATION (Circle One): ISSUE ISS16E/COND DENY
TTS
e6 ?)j
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s

cc: Regional Office
Central Files
Project name A
County
Name of evaluator
7,e,-f c,.I I-- s
WerJand area
?? Swamp forest ? Estuarine frinoe forest ? Sew
We, flat ? Ephemeral wetland ? Other
? Focosin ? Carolina Bay
TT::e rating s?szamr cannot oe aDr,; ec to salt or bracl,-isn ma_-shes or strew c_ annels
ewe; h,
- r
V,Iazer S7nr2oe x 4.00 =
Ale tc ^ C
`.ci'i.-JChcre'in e Staciil_S !Ors x .00 = c.
"GliUant re,-oval 5.00 = E / I /
r
7.00
-- vaiYe x -
.00
ec zi, > ncr tint ciswrtanc°_ 'rnL,ln 1 iL r-de UDS?=:;m, LcsiCD°_, cr r„.,.L._
Nearest road `-G 6' --71-? AV.
Division of Water Quality
Raleigh Regional Office
July 22, 1996
Waste Industries, Inc.
Commercial Fill
Wilson County
Permit No. 0000370
On July 15, 1996 Danny Smith from the RRO met Mr. Frank Braxton
with Sungate Design Group in order to conduct a site visit at Waste
Industries recycle station (note: this site is also a vehicle
storage area and is where the trucks are repaired). Waste
industries has applied for an additional 1.226 acres of wetland
fill at the subject facility.
On May 1, 1995 this facility originally was issued a water Quality
Certification for 1.1 acres of fill for the purpose of constructing
a regional solid waste management and recycling facility at
Seaboard Coat Line Rail Road. This Certification contained the
following conditions:
"A permanent wet detention pond shall be constructed downstream of
the wetlands which are not to be filled to handle runoff from the
site."
During the July 15,1996 site visit
not diverted into the avoided wet
was not built. Specifically, Mr.
diverted away from the wetlands,
(unclear if this pond actually is
a ditch adjacent to the rail road
it was noted that stormwater was
lands and that a stormwater pond
Smith noted that stormwater was
away from a sedimentation pond
a sedimentation pond), and into
tracts.
This is a violation of North Carolina General Statute 143-215.
(c)(1) and 15A NCAC 2H .0504 (c) which respectively states the
following:
143-215 (c)(1) -In adopting effluent standards or limitations
and management practices the Commission shall be guided by the
same considerations and criteria set forth, from time to time,
in federal law for the guidance of federal agencies
administering the Federal Water Pollution Control Act. The
effluent standards or limitations and management practices
adopted hereunder shall be no more restrictive than the most
nearly applicable federal effluent standard or limitations and
management practices unless the Commission first considers,
among other things, an evaluation, prepared by the Department
in accordance with this subsection, of the impact of the
proposed effluent standards or limitations and management
practices and finds the at the environmental, public health,
safety, and welfare benefits of such proposed effluent
standards or limitations and management practices justify
their cost.
15A NCAC 2H .504 (c) - Conditions of Certification. Any
certification issued pursuant to this Rule may contain such
conditions as the Director shall deem necessary to insure
compliance with Section 301, 302, 303, 306, and 307 of the
Federal Water Pollution Control Act Amendments.
The RRO recommends that a Notice of Violation be issued to Waste
Industries regarding this matter. Which should require Waste
Industries to immediately abate this issue, which is subject to
civil penalties of $10,000 per day under NCGS 143-215.6.
In addition, this office request that waste industries respond
to this Notice in writing by August 12, 1996. They should explain
why stormwater was not diverted into the wetlands, why a stormwater
pond was not built, and what was the purpose of the depression
noted at the corner of the property (that is it had no outlet,
riser, or emergency structure and only held water from one corner
of the lot.)
With respect to the Current 401 Certification - It should not be
issued until the previous problems have been specifically
addressed. In addition, a stormwater pond should be built to treat
stormwater from the whole drainage basin and the water should then
be discharged (through a spreader device/velocity dissipator) and
spread out into the remaining wetlands. Regardless if additional
acreage are filled or not.
It is clear that Waste Industries has in no way met any of the
conditions of the 401 Certification and appears to have not even
done the least they could do to try to comply with the above
conditons. Further, they are now requesting the fill of an
additional 1.226 acres!
It should also be noted that the wetlands initially rated a 55.
Currently, the wetlands rate 30 due to the removal of stormwater
from the wetland {.Hence, the value with respect to water quality
function has been significantly reduced due to activities of Waste
Industries.)
- lets talk-
RRO recommendation: NOV, consider whether to recommend an
Enforcement Action, and require a Schedule of Compliance (with
dates) for both Certifications.
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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 199404709 County Wilson
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner/Agent Dewitt Corporation
Address ATTN: Mr. Tom Saieed, Post Office Box 18771
Raleigh. North Carolina 27619
Telephone No. _(919) 876-4772
Size and Location of project (waterway, road name/number, town, etc.) Lots 1 & 2 at 2801
Contentnea Road. west of S.R. 1611. north of the SCL railroad. in Wilson. North Carolina. The
site is located adjacent to. and above the headwaters of, an unnamed tributary to Contentnea
Creek
Description of Activity
Mechanized landclearing and filling activities of 1.226 acres of jurisdictional wetlands for the
proposed expansion of an existing recycling/waste management operation to include a
woodwaste composting/recycling area. Previous impacts of 1.1 acre of jurisdictional impacts
was issued to Mr. Frank Benson on May 5. 1995. Total cumulative impacts for this proper
now total 2.326 acres.
X_Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Section 404 and Section 10.
26 Nationwide Permit.
Any violation of the conditions of the Regional General or Nationwide Permit referenced above
may subject the permittee to a stop work order, a restoration order, and/or appropriate legal
action.
This Department of the Army Regional General/Nationwide Permit verification does not relieve
the undersigned permittee of the responsibility to obtain any other required Federal, State, or
local approvals/permits. The permittee may need to contact appropriate State and local agencies
before beginning work.
Regulatory Project Manager Signatures
Date July 16. 1996 Expiration Date% January 21. 1997
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
DEM ID:
95370 ACTION ID: 199404709
Nationwide Permit Requested (Provide Nationwide Permit#):
26
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILM NGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT
1; -
DEPARTMI!NT OF THE ARMY NC DEPARTMENT OF ENVIRONhf
P.O. Box 1890 AND NATURAL RESOURCES D M i
Wdmington, NC 28402-1890 P.O. Box 29535
ATTN:.CESAW-CO-E Raleigh, NC 27626-0535
Telephone [phone] ATTN: MR JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OE.
SEVEN (7)" COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL
PLEASE PRINT:
1. Owners Name: DeWitt Corporation
2. Owners Address: P•O.Box 18771, Raleigh, N.C.. 27619
3. Owners Phone Number (Home): (Work): 919-876-4772
4. If Applicable: Agent's name or responsible corporate official, address, phone number.
Tom Saieed -same as above
Todd Saieed -same as above
5. Location of work (MUST ATTACH MAP). County:
Nearest Town or City:
Wilson
Wilson
Specific Location (Include road numbers, landmarks, etc.): 2801 Contentnea Road (west of SR 1611 and
north of the SCL railroad) - Lots-#1 & 2 (formerly Frank W. Benson property).
6. Name of Closest Stream/River.
7. River Basin:
Neuse
Contentnea Creek
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES [ ] NO t)qx
9. Have any Section 404 permits been previously requested for use on this property? YES Ix}c NO [ ]
Ifyes,explain. 5/1/95-401 WQC to fill 1.1 ac.; 5/5/95-NWP 26 to fill 1.74 ac. 0.1 ac.
subsequently filled)
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 4.602 ac.
(pre-development); -1'.1 ac. filled = 3.502 ac. (presently existing)
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: 1.226 ac. + 1.1 ac. (already filled) = 2.326 ac.
Drained:
Flooded:
Excavated:
Total Impacted: 2.326 ac. (includes 1.1 ac. already filled)
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF
May 5, 1995
Regulatory Branch
Action ID No. 199404709 and Nationwide Permit No. 26 (Headwaters and Isolated
Waters)
Mr. Frank W. Benson
Post Office Box 1424
Wilson, North Carolina 27894
Dear Mr. Benson:
Reference your application of April 5, 1995, for Department of the Army
(DA) authorization to impact 1.74 acres of wetlands on your property located
at 2801 Contentnea Road (immediately west of), on the north side of Seaboard
Coast Line Railroad, adjacent to, and above the headwaters of, an unnamed
tributary to Contentnea Creek, southwest of Wilson, Wilson County, North
Carolina.
For the purposes of the Corps of Engineers' Regulatory Program, Title 33,
Code of Federal Regulations (CFR), Part 330.6, published in the Federal
Register on November 22, 1991, lists nationwide permits. Authorization was
provided, pursuant to Section 404 of the Clean Water Act, for discharges of
dredged or fill material into headwaters and isolated waters.
Your proposed work is authorized by this nationwide permit provided it is
accomplished in strict accordance with the enclosed conditions and provided
you receive a Section 401 water quality certification from the North Carolina
Division of Environmental Management (NCDEM). You should contact Mr. John
Dorney, telephone [phone], regarding water quality certification. This
nationwide permit does not relieve you of the responsibility to obtain other
required State or local approval.
This verification will be valid until the nationwide permit is modified,
reissued or revoked, which will occur prior to January 21, 1997. It is
incumbent upon you to remain informed of changes to the nationwide permits,
which will be announced by public notice when they occur. If you commence, or
are under contract to commerce, this activity before the date the nationwide
permit is modified or revoked, you will have twelve months from the date of
the modification or revocation to complete the activity under the present
terms and conditions of this nationwide permit.
Questions or comments may be addressed to Mrs. Jean B. Manuele, Raleigh
Field office, telephone [phone], Extension 24.
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Pnnted on ® Recycled Paper
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
LV1.9;WA
'T 0
A44wo
0WW*ftW000ft*ftW00W r A-;I
C) FE F=1
May 1, 1995
Wilson County
DEM Project # 95370
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Frank Benison
P.O. Box 1424
Wilson, N.C. 27894
Dear Mr. Benison:
You have our approval to place fill material in 1.1 acres of wetlands or waters for the purpose of
constructing a regional solid waste management and recycling facility at Seaboard Coast Line railroad,
as you described in your application dated 5 April 1995. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 2671. This certification
allows you to use Nationwide Permit Number 26 when it is issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application. If
you change your project, you must notify us and you may be required to send us a new application.
For this approval to be valid, you must follow the conditions listed in the attached certification. A
permanent wet detention pond shall be constructed downstream of the wetlands which are not to be
filled to handle runoff from the site. In addition, you should get any other federal, state or local
permits before you go ahead with your project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 30 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. 276 1 1-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Environmental Management under Section 401
of the Clean Water Act. If you have any questions, please telephone John Domcy at 919-733-1786.
Sincerely,
Pre on Howard, Jr. P.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DEM Regional Office
Mr. John Domey
Central Files
Frank Braxton; Sungate Design Group 95370.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity A(firmativo Action Employer 50% recycled/ 10% post-consumer paper
Project/Site: arm r1 tSU)A n Date:
Applicant/Owner: County: w 1(4->C-•,
Location: State: r 1 r?
Address
Waterway:
Do Normal Circumstances exist on the site? Yea No
Is the site significantly disturbed (Atypical Situation)? Yes _ No
Is the area a potential.Prob1 m Area? Yes _ No
Community ID: 'A Transect ID: Plot ID: ?_
VEGETATION
Dominant ant Species Stratum Indicator Dominant Plant Species Stratum Ind,
2. Fn c- 10.
3. Par, M )-'t' 11.
4, cS S f'nrVJ-1- 12.
5?Sti„ Iw( ro4uyj•AU - S S 13.
6. -14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-)
Remarks:
(jo-?
SOILS
Map Unit Name Drainage Class: Y C??CU'j
(Series and Phase) : ;as, Field Observations Confirm
Taxonomy (Subgroup): T./ b f L . I era i u I I -?-S Map Type? e s X No
Profile Descrivticn:
Depth Matrix Color Mottle Colors Mottle Abun- Texture, Conc.
(inches) r z n. Munsel s _(Munsell Moist.) dance/Contrast Structure
b1l _A- j MR 3 r, ,
8 -) s' AE / D N b z IUY(2 4 C
Hydric Soil indicators*:
Histosol• nistic Epiledon Sulfidic Odor _ Aquic Moisture Regime
_?Reducing .Conditions ?Gleyed or Low-Chroma Colors _ Concretions _
High Organic Co tent in Surface Layer in Sandy Soils Organic Streaking,in
Sandy Soils ,2Listecj_on Local Hydric Soils List -IZLsted on National
Hydric Soils List Other (Explain in Remarks)
Remarks:
DATA FORM - L 0-r * I
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/
Applican
Location
Address:
Waterway:
Do Normal Circumstances exist on the site? Xes No _
Is the site significantly disturbed (Atypical Situation)? Yes No _
Is the area a potenti 1 Problem Area? Yes _ NO
Community ID : Ad wa Transect ID : NIA- Plot ID: VEGETATION
Dominant ant Species Stratum Indicator Dominant Plant SAeg? Stra um Ind.
1. i n y.5 -ra r -A a-- _-T- P6 r- 9.
2. FiiiiL2 S ?5+rb?JL)-5 -r FacU 1o.
3. P,-iI n L25 ' B&Lrx-fi• Yta_ -r_ F-a [-(1 11.
4. l,Onl?- r•.e?+t? A,S S?S PAr- 12.
5. 13.
6. 14.
7. 15.
8. 16
Percent of Dominant Species that are OBL, FACW, or FAC (excluding PAC-)
Remarks : M fjL,,+ 04-, 4i 1- , waa ("I O V-) Q pe v-, -Ottpl.
SOILS
Map Unit Name Drainage Class: 1tx1 (1 &YGU>
(Series and Phase): R -15 Field Observations Confirm
Taxonomy (Subgroup) : `? Map Type? es X No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Abun- Texture; Conc. ,
(inches) Horizon SMunsell Moist) -(Munsell Moist dance/Contrast Structure -
o
all 140M H)idric NSoiI5 Indicato3gr 5?0
Histosol ._ Histic Epipedon _ Sulfidic Odor Aquic Moisture Itegi
Reducing Conditions aleyed or Low-Chroma Colors _ Concretions _
High Organic Content in Surface Layer in Sandy Soils Organic Streaking in
Sandy Soils Listed on Local Hydric Soils List _ Listed on National
Hydric Soils List Other (Explain in Remarks)
Remarks:
??,?? ?o?• ( ?'s n c??' I is ?e cC. ors c?-- ?c,?d ?-,c.. s o, ( ,
DATA FORM - L OT 4F (
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)

DATA FORM - 4,o-r * Z
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual) ?-

Project/Site: f-tZ hm - 13f-Asou1 r 1??P>G??Y - _o-C*Z Date: 8/10
Applicant/Owner _r-9-A N N 5 f 11 So N County:
InvestlQatar. C,AARL.S.-z tlussErtr State: t?, C-,-
Do Normal Circumstances exist on the site? (!S) No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes o Transact ID:
Is the area a potential Problem Area? Yes Plot ID:
Z
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species
1.Qt?1fG?C.LdS 1? 1c t?aLa`? I I Stratum Indicator
cw- Dominant Plant Soeciag
9. l ?I?x C?A,?A Stratum Indicator
i sk yw b 1!
-
k
2-Ae42 1.48(2-La C1
3.L1.210 Pf-9 .0 w4? L.1•91fli1.
4.L\QUtDRK4?A??3fY?ZACII'wl
S. LAF.fC.CUS E1?l.e?^S
A "
l ?'
?' ?F4L
PcL
PtL+
?? 10.? 1t!+US'f21FT1??NEN?fc
11.P?QS?A C3aK•Z+oN? A
12.VrnS?d(iD-INplfcaL_?R
13.5CiIL?tX F.e?TUNDIfn?1 ?-
g
LU13 L'ci_
??(aCW
y_}}trlTL C_
A " ¢A,G
e. " Ilk- L
14.
ON IL1;?_Q -APbM1C, Pr ?f}L_
7. y- S n U ?
j
15.1?L'fST1?-NUT( i?t?ST? CIkQ?o4S I_

a-PI-w NuS S Czar I N Ar
I I
f A<-,U
1 e. ,_

Percent of Dominant Species that are OBL. FACW of FAC
(excluding FAC-).
f ?d
Remarks: D o ri 1 N G, N C E_
. V
T??I?Stw N T.
HYDROLOGY
_ Recorded Data (Describe in Remarksl:
_ Stream. Lake. at Tide Gouge
_ Aerial Photographs
_ Other
No Rsoorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated In Upper 12 Inches
_ Water Marks
_ Drift Lines
_ Sediment Deposits
Field Observations: _ Drainage Patterns In Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: Oxidized Root Channels in Upper 12 Inches
_ Watat-Stained Leaves
Depth to Free Water In Pit: Un.) _ Local Sail Survey Data
I? _FAC-Neutral Test
Depth to Saturated Soil: > Z nn.) _ Other (Explain in Remarks)
Remarks:
1J'I? -s"c- A. ra <?
? `?S?'t?:'? L_ ???, Y
I N a ? c. ?A To ri•..,s. ca "C'
pR 2k f-14-r ! N ?? 1 s j? r??. Ar l ??sz jz-R C .

SOILS
Map Unit Name
(Series and Phase):
lrT A V I S T A
VA(L,i A 1.1T Drainage Class:
-..+•Z.L--lL?
Feld Observations
Taxonomy (Subgroup): Confirm Mapped Type? Ye No
Prefllg Oescri otlen:
Ospth Matrix Color Mottle Colors Mottle Texture. Concretions.
(Inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, ate.
'1211 d 2 IAN ??r L cD Ar1
)n • ZU + o -tfz, Co n M o ?a S AJAVf CLA, Y L o Ar y
Hydric Soil Indicators:
_ Histasol _ Concretions
_ Hlsdc Epipsdon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfldic Odor _ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _ Listed on Local Hydric Soils Ust
_ Reducing Conditions _ Listed an National Hydrie Soils Ust
_ Gleyed or Low-Chrome Colon _ Other (Explain in Remarks)
Remarks:
A-'R• If- a
WETLAND DETERMINATION
-Hydrophytic Vegetation Preterit? % Y•es No (Circle) (Clrciel
Wetland Hydrology Present? Yes
Hydric Soils Present? Yee is this Sampling Point Within a Wetland? Yee No
Remarks: `,1 ,?i"? L >? 1? C7
App
d

DATA FORM - LoT # Z
ROUTINE WETLAND DETERMINATION
0 987 COE Wetlands Delineation Manual)
NW w -L)NE
Project/Site: - L o '2 Data: ;S 9 r
Applicant(Owner. County: WC t,so N
Invastipator: C-14AILLV-S mils-691 State: N G
Do Norma( Circumstances exist an the site? es No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes ® Transect 10:
Is the area a potential Problem Area? Yes a plot ID: - at r
(If needed, explain on reverse.)
VEGETATION

Dominant Plant Species
1.Q??E¢.C
1kS >hlGNauktt Straturn Indicator
Pe .? ?QG?nI- Dominant Plant Soecies
usTCLUn S?NEN5E Stratum Indicator
SNTtAB F
pp
2.QGETZ I?.l1gZUt) " {` 10- V LS(A Ro"Ow A wl
3.I_M)ttIpti>•1tra A?Ul.?P1fECLPr "
fAc. it. T S
yl l ?ruND1P01?1{} VINE
?
4-LIQta?4At1?RSCKRDG.?FLUPr K -FIAC+ 12.Sr1i-a„ 1?rrr,?ol fo%,IA
- _ - 'I' r? A,
C
S.F TU4Ll 1?1GTLf? " f A 13.Lor41c-f-MP, Zwow rk 1'

6.QU?fLLtaS SNELt.US
"
fACVV-
14.pc?1. f5'CIG?FUt-1 Pc?CtvSTICt1 1 ?
b f,II r C
7. I NuS TAVDk
15.?2?r1DINPt9?A C?IGAN'r
a ?
a- I t.i-X ("D V P, e- A

Percent of Dominant Species that are OBL. FACW of FAC
(excluding FAC•),
7 ?d °JO
Remarks: -? a r(t N q ?.1c t_ ? 1? ? ? ? ? P N `('r t ?. ? ?G ?Tr?T i ?? t1 Y1??S?"i' ,
HYDROLOGY
_ Raoorded Data (Describe In Rome":
_ Stream, Lake or Tide Gauge
_ Aerial Photographs
.L No Other
1 LNo Reoorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated In Upper 12 Inches
? Water Marks
_ Drift Unes
_ Sediment Deposits
Field Observations: _ Drainage Pacteme in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water. _ On.) _ Oxidized Root Channels in Upper 12 Inches
_
Depth to Free Water in Pit: an.) Water-Stained Leaves
Z Local Soil Survey Data
,i
Depth to Saturated Sail: 2 On.) _FAC-Neutral Test
Other (Explain In Remarka)
Remarks:.?

I

Salts
Map Unit Name
(Series and Phase): ?n A1,101L11_ \` A y- i A l,1-r Drainage pass: P
Feld Observations
Taxonomy (Subgrouol: 5 Confirm Mapped Type? a No
profile OnscriOtlon:
Depth Matrix Color Mottle Colors Mottle Texture. Concretions.
ne ee Penton (Munsell Moist) (Munsell Moist) Abundance /Contrast Structure, etc,
P
d_ 1p A_
SA No•r L-nAti
-to,f TL (Oz rc Cry rt rl o ?a ?4, L? A, Y Lo A rl
Hydrlc Soil Indicators:
_ Histosol Concretions
_ Histla Epipedon _
_ High Organic Content in Surface Layer in Sandy Soils
Sulfidio Odor
Aquic Moisture Regime Organic Streaking in Sandy Soils
:Z Usted an local Hydric Soils Ust
_ Reducing Conditions _ Listed an National Hyddc Soils Ust
Gteyed or low-Chrome Colon Other (Explain in Remarks)
Remarks: 0 1 N .r ©1 J1 it c9 P ?. Q Is' 1. L { A 1. ?l? (? L f? C
\
??V ?{ ?G C?-i'G 5 U, l.. ?(Z A /.tis , 'T l O !`l s fLD 1 ( ?"(DTZ L ?za C??.1- t'[ `{ DTI 1 ,
WETLAND DETERMINATION
'Hydrophydo Vegetation Proserit7 es No (Circle) (Circle)
%
Wetland Hydrology Present? es No
Hydric Soils Present) j No Is this Sampling Point Within a Wetland? es No
Remarks: ?? 1 N? ?N T? ? 1•a'S ?.C "?" , 1
k-k
tk ?-T?P? 5 ? ?' ? D fZC? IrUG
n 1 l_ S
??ANS 1T101? ?iZ?r'1 40..1 ?c..TLA1-4u ?U ?DN - \`???->???t>,

DATA FORM - LOT * Z
ROUTINE WETLANO DETERMINATION - -
0 987 COE Wetlands Delineation Manual) \Acr

Proiect/Site: '-iZ h1.11C 5egsoq FznyeTz_-ry - Lo-V Date:
Applicantt wrier: BANK $fl` tJ.SoN County: so
Investlgatar: State: W L
Do Normal Circumstances exist on the site? ® No Community ID: ?--'
Is the site significantly disturbed (Atypical Situation)? Yes (9? Transact 10:
Is the area a potential Problem Area? Yes (S Plat ID:

(If needed, explain on reverse.) _
VEGETATION
Deminent Plant Species
1.??F.2C.L?S 1'IICµAUXII Stratum Indicator
T tt
fACA _ Dominant Plant Species

9-?S?_5Ek 80tZ?Ori Stratum Indicator

?1P1 " cw
2.??f*:1z KueQtln " ?i?L 10.
3.? 1C41orikMORow rwL-1?IEE gA 1' f Ae- 11.VIfi'5 ?,onAwnf oL.1A ?+& Pike_
4.LlDU1Dar,$r?fZ ?TYQAC1? _
lAR " fAL} 12-51n1l.RX 2011k1412IF 0616 " r- A (_

S.P -CLl1.A f-A
1' ?PC.W
13. Lolltcr0%,LA :T??O _
wck " A(_
a.QU F.P?.IaS A+f+LL.OS 14.C0LY511GNUC1 /k C>r05 11C F?t?ID11 _

7.
Is-hf- 1.tA-ymAY_1A 6d6A ?
wTC4 Ile-V4 .
a. i-1 GrUS'(Si_U rt SIN E N Sf, ea wt us_ r- A C_ 16.

Percent of Dominant Species that are OBL. FACW or FAC
(excluding FAC-1.
> sQ o/
Remarks: 'Dp r11 N L! 1?I, CE D f N `'i''?f'-(?I? `{'T I C_._ ? E ? ?r?4 T I a ? 'F?z EsE«?T .
HYDROLOGY
_ Recorded Data (Describe 1n Remarksl:
_ Stream. Lake. or Tide Gauge
_ Aerial Photographs
_ Other
No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
Saturated in Upper 12 Inches
Water Mario
-Drift Unea

_
Sediment Deposits
Field Observations: ? Drainage Patterns in Wetlands
Secondary Indicators (2 or more requiredl:
Depth of Surface Water: (In.) ? Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Depth to Fro* Water In Pit: Qn.) V Local Soil Survey Data
I

Depth to Saturated Soil: -' Z Rte.)
FAC•Noutral Test
z Other (Explain in Remarksl
Remarks: ??P?1:SSloNl?t_ LAN?S?YE C a?1T1C?rl Vl? r1L?pQ??iy?.1t
I N U I c AT (O r.l -, ? P ' /.i ? T Lr ?i hi ;? t'i't p K•G ?-• ?. Y ,
SOILS
.?1
Map Unit Name
(Series and Phasel: O AN c?K? V Q 1 r.1T Drainage Class:
Feld Observenons
Taxonomy (Subgrouol: L-j-s Confirm Mapped Type? a No
Preflle peserfytlon:
Depth Matrix Color Mottle Colon Matte Texture. Concretions,
ne es on on (Murrell Moist) (Munsell Moist) Abundance/Cantrest Structure, etc,
l--oAri
I?4' _ Conn nti -(LA,-? LoA ri
Hydra, Soil Indicators:
_ Histosol _ Concretions
_ Hisda Epipedon _ High Organic Content in Surface layer in Sandy Sails
Sulfid(c Odor
Aqula Moisture Regime Organic Streaking in Sandy Sails
-7- .Y_. Usted an Local Hydria Sails Ust
_ Reducing Conditions _ Usted on National Hydric Soils Ust
Gleyed or Low-Chroma Colon _ Other (Explain in Remarks)
Remarks: I? , D R 1 C SOIL
N r,
WETLAND DETERMINATION
'Hydrelihydc Vegetation Present? No (Clrclel ' (Circle)
Wetland Hydrology Present? No
Hydric Sous Present? a No Is this Sampling Point Within a Wetland? as No
Remarks: 'Do r1 N RNcf J W ?."[ LA-A ??

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Jonathan B. Howes, Secretary
A. Presto n Howard, Jr., P.E., Director
.0 Ag4j 07LAI
?EHNF?
October 18, 1996
Wilson County
DWQ Project # 95370
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Tom Saieed
DeWitt Corp.
P.O. Box 18771
Raleigh, NC 27619
Dear Mr. Saieed:
You have our approval to place fill material in an additional 0.47 acres of wetlands or waters for the
purpose of constructing a recycling center at 2801 Contentnea Road, as you described in your revised
application dated 27 September 1996. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 2671. This certification allows you to use
Nationwide Permit Number 26 when it is issued by the Corps of Engineers.
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. For this approval to be valid, you must follow the conditions listed in the attached certification
and any additional conditions listed below. Deed restrictions shall be required on all lots with remaining
wetlands to prevent future fill. Stormwater shall be directed to flow at nonerosive velocities into the
remaining wetlands on site both above the stormwater pond and along Contentnea Creek. Additional written
approval is required from DWQ for the stormwater pond before additional wetland filling occurs. 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
Watershed regulations.
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 Domey at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Mr. John Dorney
Central Files
Owen Anderson; WRC
Frank Braxton; Sungate Design Group
Jim Perry; Waste Industries, Inc.
PS'e,
ton Howar , Jr. Ptr
95370.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
r I?
SUNGATE DESIGN GROUP
SUNGATE DESIGN GROUP
945-Y4 JONm i=a N*
RALBGN, NORTH CAROLINA 27606
(919) 8592243
FAXt (99) 859-6258
9198592243
TO, ?,lohtf?l oc>0-4s?/ DATE, ? 1.77
TIME,
Into. OF PAGES, Z '
(NCLWfs'v COVED S EE'O
P.01
COMMENTS + VLE S Val r), 5T6 I h t
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?!. Q°[1 1ac11 l jf,:5 2 -))L 1] motes $L4 ?.1a1t-1?.?..:•?? _r ?I
llauls%` Q I oq\yo c t or1 -t? -L rye I o m e1) 'o'- 4,c
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URGENT ?J
PLEASE ACKNOWLEDGE RECEIPT < 1 ??
e- 4 : T) j7 &J,-o ,.I .,S"/ i1 i'+A
PLEASE CALL ME
PLE,ASF5 FORWAPO T01 - ---- --- -
PLEASE NOTIFY+

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SU GATE DESIGN GROUP 9198592243 P.02
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WETLANDS
.If -,TO BE FILLED S, ;I
0.1:3 AC.
1WETLAN w INV Y'
.I
J/ -4/ UN ROC( SCn ATrrlALS
EXISTING W0013LAND
,,1Q RENAIN4,, y
WETLANDS
1 -4/'
WETLANDS '
TO BE FILL-ED
14-
PROPOSED
WOODWAST
FACILITY
..PROPOSED
` S T ORMWATER POND
(21,462 Sr)
'v
0.34 AC.
W ?
J
" = we
/iji AD [tk [, GRADE R{
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LOADING mores AFPw
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STORAGE
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STATI(IN
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SUNGATE DESICN GROur, P. A.
915-A JbNF.5 PtANKI.-M RnAC
.+- -'---'--- ?_ RALCIG'H, NORIN CAROLINA 27606

~9
~ar,l
Ii
SIT DA = 4.41 AC
% ~ N89'44'14'E'g910.68 O ~4 i4
y
• ~
~ W W \I/ ~ r n
y7 \ , ~ ~ ~ ~ ~ I ,~Y i ;,y ii ~,..,V r i ' J Srf~ .1 i. 1~ ~ i ~ ~ _
= I ~ 1. ~ EXI ~ ,
\I, f ~ SJING TREE' IINE ( ~ t A m,~ V ' ' Atd'a '
CU VERT DATA OUTLET PROTEE;TlON W ~ ~ ~ ~ ' W LOCATION OA i'~r Cm Gq Ori 8 [if ' V~ VW TONE L¦.W dso pBPTM Cu1i8,_ . COAAMErNTB r~y, ~ ~ ~ I E CE
\ ~ ! . ' .
t31 a i t 11 ~ t \ \ 1123 ~ 1 ~ ` ~ n "i ~ ~i ~ ~ I NWf•IAI ~ ~ ~ A 1 ~ ~ ~ ~ A..~~'.I
W \I/ ~ ~ p W 1 ~ ~ urilu ~ _ ~
'S ' / i ~ b / ~ " E 1 ~ N 0 ! N ~ ~ , ~ • i i ~ ~ ~ -
X33 a~ ?1 g ~ ~ ~ ,i .I ~ ~ A RAVEL ~U ACE I ~ ~ ,I~...~'-~~ ~ p ~ ~ ~ ? e :y.
a~ ~s >r~ z I ~1 ~ \ i If ~ '~-~,l it I t y ~ V ~ c .1 ~ti ~ f ;r'. i y`
, ~ ~ ~ ~ ~ ~ I:. i ~ ~ l \ ~ ~ I ~ ,ti~ ,
y - l,~T ~ ~Itr: •i A ~ ~ I ~ ~.~a~ ~ i. ~ \ 'i ~ ~`;~y I \ G VEL SURFACE ~ ;
2. 5~E a oil ~ I - ~ V / ~ x
~ ~ ` ~r ~ /
- r ~ ` 0~~,; ` ? A fit'°8a ,'~..i O Q County ~ \ L I ~
, ~0 D C !1 1 ~ ~ ~ f i ~ GRASSED AREA ; w , ) r '
r . ~ i ~ ~ CON RETE ~ 09 ? ~ ~ ; z ~ ~ • r~ ~
- ~ I TRUCK PARKI ~ I ~ ~ ~ • -
1 ~ z ~ ' r / ~
• a Q I- D,, RE _ 106.65 96.65 ' f IIVV 2.77 _ \ O _ " . .
~ Fj 1 ~ ! INV. = 103.35 0 1 ~ ro 192 70 ~ ~ 3.~ I~'~51dxt.y I 103.35 U !Jv ~ \ RE =\107,4 ; .e _
.t ~ t ~I ~ 0.4o G.IS 8 4S ~ ~ ; < tNV - o ~ t 1 - ~
't~ 1.71 4. EXISTING WDODLAN EDII~ENTBAS No.~ -N F i ~ ~ ~ ` + 1:....
'A . D r RE 106.4 NJ = I - - - _ _ , I 1ozz1 ~ ~ ~ ~ ,L ,
aRM~ ~ E IN ~ . l ~ ~ ,
~ w ~ ~l .2 I I 'P~?hl I~ = (n ' 2 Y ~ H ~ 1 6 ii u I ;f' ~0 ~ ~ (r, ~ ~ ~
J ~ ~ ~ W ~ ~I ~ 1 r I~ ~j'' ~J. k ''b 'r J - ~ I ~ Q(`p u f ~
W i ~ ~ i I ~ , ~ ~ 3' ~ f~
~ ~ , ~ ~ ? A • , e a.0 ~ ~
ON AC't'MTY 1 IE~IG R (~4TRUCTt ~ ~ t i ~ NO CI,EAItflV~y CrRAD Q ~ RE = 106,7 ~I ~ ~ ~ BM ~ 1 ~ d INV 103.27 uan ~ ~ I
111lTLikS1I~#. '1Cl~ C04'V`ittAC"t(fR ~ } ' 1 , D XL ~ft~P'~ \ \ Q ~ I . ( X
L WETLAND BOUNDARIES AIVD p .1 L VERIFY AL ~~p, Y. f ~ ! 1 B VEL I~iL LT i
W o . ~ ~`YPICAL a ~ Ik _ F
i I _
~ ~ • ~~1 ~ ~ 1 d ~ RE 104.A I a ~ n ~ $ INV 101.11.._.._..___ ~ ~.D
17611 ~}o (00 `f / `I' W W • NI-. ~ ~ " i
'DGD w,a Valz) (~by Jola 'l !It Y Y Y I ' 1t ~ RS RK G 4 r L CULVERT INLL'!' PROTEC'T1!ON
~ E 104,,8 ~ ~ = I01A5 IU.W E 104,,8 ~ 06 r - = IOlAS $ RE = 104.A y``~-. D[-32 ~j
n ~ . ~_=..1 ri INV 109.D6 [NV = 1D0.8 '
~ Q.o ~ _ - .The Ca>1trr shxtt tuststt ~ INV = 102.19
- ~ t sides of SEDIMENT 0.2. ~ sit feaoe both - BASIL N _ _ _ - 4 P~ IO E L NTRAi~C~
AN ~ to The s , v ass t DI-4A -
~ I;rCGIc Ion , fJ uah~ b • ..........................:t • sttt stall ~~a in ~t;~ STAN , ~ loss ~ ^ RE 1 STAN oJk I, lNV = 101.79 ~ INV I J
I - ~ CUTLET PRO i0N N0. iz P IMP ~.,~e ~a tlt~t~oa or INV 46 D(-5A (EX)
9~ , l _6 tl~4 sWi'~Bdt19~ U~Y. 96 i \ \ RE 105. -6 . _ ~ 5 INV ~ taL23 0~ INV =toe. R DI-2A (EZ)
Uri 1~ - - - k' ~ I ~ ~ 5 RE - 108,1 [NV 102.63
wd, r _ _ . _ - , _ _ R . B lF ~ ~
~oR : 1 ~I ~ ~ ?x ,x U E _ f! I ~ 4--,- lap I PROTECTiVN NO.1
a l Vrrt - I = l o ~SED~MENT BASIN NQ ~ ~ 4- Dl-zC a 2s , ~ s: •
ONC. C ~ , ONC. GRAD BEAM E = 1 _ 107 Iit z
itE 106.8 " -
~t f ~ - - . _ _ EXIS IN W~~D ~ FIIE DEPOT , , L N D ~ , iEPOT ~ - ~ r
ZA •ai.•.rad~p U EM IN roe. s
o~ .4, - - ~.I \I/ to ~ ro).x ~ Ines I ` RE 109,8
W 104 4 U ~ RJ • ~ ~ 111 INV = 105,0 R, i _ f
2 x2 ~ OFF f ~~=~1'0 , d =1.7 ~ o r PR[JP~SED oFF'[CE HAL ' ' j
W= r D n ~ I o ~ u¦! ~ ~~I 3 `'E w " DISTRICT FACILITY ' ARK1N I
N ' ~ CONCRE E ASH F,F.E.=10750 F.F.E.=..108.83 ~ _ ` F- o' CP INV = 105.32 ASPHAL li
r 10~ 4S ~ ~ G A RtlN ~,14 s 1~~ Ddr~ ~ ~ , ass i°~e~ P VE t~NT SHOP$ ~ 0.5' ~ A I .
i~ a4 ~l` LF S T FENCE 320 I~. I' I ~ ~ ~ - llo -
SEE HIf TURAI , ~ lo~so - S EDA-10.0 AC ar ,,,a~~ I ,
0ICA1~ W W 1 ~ ~ 4 10~ N~. .
/ I G7 ~ K 1 ~ 4 ~ ~ rl~ ~ CONCRETE APRON loam ~ ~ W
~x W ~ ~
~ , ~ II FUTUR DRIVE CQ iSi FILTER co ~'iRADE ;
n +"f 17 ICAL -
~ ~ ~ l ~ i -ASPHALT PAVEMENT
I ~ GRAVEL SURFA - III ~ 5 U-~1~M G~F1 ~c.>; ~012~,1~ 1U~ ~ _ ~``r..,. \ ~ - ~ t Oy ~ f ~ 10d f- P _ .
MT Ll I C)F GR EL ~ ~ I -o" Ic,k ~d ~ 65 - U ~ I I I I `~;R ~ 5 W EGG ~ _ t ~ ~ caNCacrc .
II e n I ~ ~ ~ I I 3 ~ ~ x~+ x ~ SLIc~1. ~ - ~ roSA IOSA ~ ~ IJ`j ` ~
I ~ , I `~f' ~i I ~ ~ \ [NV = 9935 ~ •E LIMIT ~ ~ \ MV = 101:
III 1 ~r ~b51 ~ ~ r~it~.1~ ~ ~ III N ~ 4'ti~
i II WI i ~ 1~ f%,I.~,V. SS,O - o1'Va~. m ~ IIII q ~ RE 10L7 _
~ , ~y~~ ~~~U.~1'~ cl.J:~f~r~~ o ~ 1. I ~ ~ ~ IIII ~ ~ 9~ ''A TRUCK SCALES ~ ~ Nv = 9 4 ~
~ I o I ~ F_ Ig'RCP
~ iii ~ 0 9 ~ + , cI-IUD ~x2 p.~?'uuatR Q~ 3 ' 120 ~ 1 DI-3E (EXT 11NG
~ ~ _ 1 a ~ I ~ 1~ = 035 E%[$ l i _ # ~ `iNv - 9A.A2
~ ~ 1 _ - 1\ ~ ~ ;
Ftl R R TU E D IVY ~ i ~ ~ I t
~ ~1~ AND ~QADING , ~ ~ f a.. ~ ~X'T . .I'L"`
O ~ ~ O • - I , EXISTING iNG Q, ,
t V~~ ~ ~ • _ ~ i / ~ 9 o RECYCLING CENTER 10~
~e-~ j ! \ a ;
_ - ' ~ ~ ` ` _ _ -ail ~ ~ M IN ~ Mvt1 97.37 ~ ~ F.F.E.=104,78 ~ N3! ' - INV 1 6-96, 31 ~ a I l
1 -Hz ~ TRANSI•ER ~ ~ k~ CONCRETE ~ ~ j
. A DI qo = _ _ STATION E .0 E 99 ~ _
- - s INV . 2 1NV 6 _ _ , . _ . - - ~ - VE T LET PROTEf,'I'It - 1NV 99d.. 'r: i
OUTrt,+~+i FR ~ EIM[1 OF G AVEE. SURFACE '
~ _ - qo~ - - ~1 OT ; J f , - a
- INV 40.16 INV - 9r'.9 I '~y _ ' I _ ~ ~ I r
1 Ef 4'RCP D.5% 148 E- 2 ' C t LS'/. 152 l l 'RCP ! LSY, 4 L l 'RCP ! LSY, , . ~
•.4~ V_99.8 ~ ~ ~ r ~ o oT o
N , 0 1 1 IJ ~ ~ i, I ~ 'P - i~ ~t i I u
I ~ . 0 1 EE- Zt'RC ! 0.6% (CLASS V - L -
c ' 1 . i
_ _ - V ' .l ~ ~ 1 1~ 1 1 1 1~ 1 1
~ 4.59 _ _ - ~ _ y
? . 0 LET PR CfION Nfk'S _ I DAM CIi~ECK CHECK IY -
.I ExIS11NG 24'RCP CHECK DAM
0 TT~G~A'~ ~ NDER RAILRDAD 9 ~
~S ~-o VE - - - [NV 89.39
Q~ / DESIGNED SDG SCALE SHEET N0.
- - 9 SUNGATE DESIGN GROUP P.A. F DATE. AUGUST, 1995
DRAWN JF 8 915-A JONES FRANKLIN ROAD WASTE INDUSTRIES HORIZUNIAL: SEDIMENTATION AND ~,G_pROJ fC 05_ 9350 , ..-so' ~L
CHECKED RALEIGH, NORTFI CAROLINA 27606 EROSION CONTROL PLAN'
JE REvNO DESCRIPTIONS DADATE PR WHW WILSON, NC VERTICAL: DWG FILLI WIW5EO1 -
od ENC . . I-- - - R VI IONS PH: [phone] FAX: [phone]
rHrrnrpe~ OF:

~g
~o I I
E
SIT DA = 0.41 AC N f
~ N89'~A'11'E~3910.6A 0 ~4 i~
~ ~ ' ~ ~ .
W \I/ \I/ \I/ l` ~ W W W - ~C i _ sr - Sr1
t~ f1 ~ 1 ~ ~ ~fl ViC 1~ ~ ti ~ -
:•6 2 y ~ EG , ~ w,,, ,y ffII~ ~ l~ f 1~., I'~:~.. r i 111jG I ,
EXISTING TRE~ E LINE 0 ~ ST~ Radio ~:1~ ~ ~ 10.~ ~ ' Tnv, S ~ l I ' ;w., tr. ~ ~l C~' ,:i GRAV~E~, I EN RANCE ~ , ; , _ ¦
LET PROTECTION ~j/ W W ouT G
CULVERT DATA _NrooT Ncoor • ~ j r ; f i 5e;:abh y ~ • G+s, n~ah , ~ 1 G r
LOCATION' DA i~ CN'f Ciro Ci:s 3 Cii: Vr VW ,ZONE L. W dw oEarH C~Af9._ COMMENTS M / / / td . n ~ j! I ~ ! ~ ~ ~ Dnve~ia ~ ~ I ~ = i. y
0,2a .LL 5 I.~I / o •5 S. t . v ~ i 'Poona' J'. • - i.
it / M ~ ~ ~ / ~ B N ! H ~ • , S o.Z3 n 1 I I ~ . ; ~ o ~°V ~ L 1~ ; • ~ ~ ~
/ j1 ~ GRAVEL ~U ACE i ~~i ~ y ~ ,r
4 t 3.33 ' 04~ ~ 4r1' IA i ~ ~
y 3,33 " 4~ 1.65 ~ tV' 0. V ~ / b. 2 ~ ~ n,~7 1 ~ r
.1 I t` - ~ ~~I ~ ~ ~ J6 I G VEL SURFACE ~ ~ ~ ~ ~ i A
U v ~ ~ ~ w ~ '~y 1 ' vi ~ ~ ~ ~
~ ! ~ _ ~ q Cdgo ~l ~ ~ ~ AUn1y ~
~ ~ ~ ''o ET ~ ~ ~ ~~ti SpeeCway. f ~ --->L~^- r
1 ~ •h \ ~ v ~ it i I ~ ~ ~ ~ ~ ~ ~
IO D CH 1 ~ ~ ; W ~~t ¢ ~ \ ~~~`GRASSED AREA W ' > - CGN~RETE z
1 .p9 \ TRUCK PARKI ' ~ \ z ir,:~:
~ ~ ~ ~ _S &E CONTROL ...SCHEDULE a, BAY ~ - v w
OIM LL -lll-6D• R~5 RE 7 60 ` Z , 10 ' C IIVV 12,17 ~ j ~ ~
STORA[iE BTORAfi! ~ LOCATION f11ST. a o' o o' L, .I DA i Cwr Op wela ~ REMARKS [NV, = 10335 !5 RE ='107,4 ~ ~ ` \ ~ ~ , i ,
~ ~ 1 I o 13.4 ~ 19Z 300 70 3a 3+1 3.~5 oxt II.'K lox1.4 -ab ~ l ~ r 1NV = 0 \ i 1 r ; 1 ~ ~ ~ ~
0 2.1 191'l 19 ' 13+1 Z.13 0,4o b.IS 8'X44 ' ~ _ A rl i , a ~ -=,i ~ , ~ '-~~1E. QI__D 1 , _
1 ~ ~ ~ SEDIMENT BAS N N0.1 ~ ~ ~ ~ ~5 ~I 1,7i o. ~,9 ~ EXISTING WOODLAND ? ' .3 -r ~ ; RE 106.A ~ v~ I a- ~ ii , i - \ ' I ~I IN~ - 102.21 ~ ~ ~ _ n T ~ :r ~ ~ ~ _ .
1 n ' I 0 2Z. l0 a5S $1.'N, I.o ~ ~ ~ ~ a 601 ~ M I Cl RE AIN\I/ \I/ \I/ _ ~ - ~ . ~ n
W W W W I I I ~ 'Z ~ J~ - ,11 e ( b. r~- - 1 ~ 6 - ,
i I I ~ ~ lp. _ . ~ i~ ~ t RCn '
W 1 I , W i i I ~ .
i~ 0: DI-2B . - . • - - ~I i 1 _
`Y ~ f RE -_106.7 I T , ~ Q [NV - 103.27 ud~s u I° '
I10 ~~i1tUt;T10N ACfMTY .S ! } , ~ C~~~tR~ I - ~ ~Q ~ - c; ~ 9
- , ~'l',L VttRIFY ALL WETLAND BOUNDASIFS AND d ' YEL I~
" ~h TE~~D, CAD Y• ° i w a ~ ~ ~ > ~~f'!1~~. FW~~ Nt i
a i
• 1 • RE ' 10~~8 _ ~ - I 9 a $ INV 10111 _ ~ ; ~
~ 1 1 1 ~ ~ ~ ~ - a - - ~ _~-Ig_..
~ ~ Qbl 1, ~ ~ RS t ARK G ~ RA L CULVERT INLET PROTECTION
'~GD (w~Y Vary) C y Y ~ to+,e ~ IOIdS to4,e ~ ~~6 - - IOIdS o B1-32 _ r~~
C I U,vJ „ ~ r RE 10~ B = 3 °9.73 INV 109.06 [NV 100.8 - (NV = 102.19 ~
- - - - The Gonteador shall install ' - - CE
' \ 2~0 - - ~ SEDIMENT BAS N0.2. ' " - ~ ~ silt fence al both sides of roposed - L U IO ENTRAN
W 1 A N L_ - - - - - - - - y eit~atou route prior to ' anon. The ~ ~o - ' loss p Dl-4A Leg- -
I ~ L 4dIIE~ 4~I'!~ ! ~ f. 1033 1~-=.._106 Z5 ~ _ . [NV =1I T ISUNj , oJr 2 I INV = 101,19
J ~ b . I;xcarv(i ~;J, silt fetcing stall remain is untt I Ua~ ~ a UTLET PRO ION N0.2 ISLANj ~ ~ ~ ~ of ~1 .°7 , `los 01-5A (EX) - l06 s
I - complete won and blvation INV - ab ~P ~F ~ AE 1058 Dl-2A (EX) I 1 ~ INV ' IOL23 E ~ E°i [NV = lOe RE 10813
tLe sutroundiog slit. 96 i a - 1~M r J ~ s ~'k - - ~u Q y 106 ~ INV 102.63
S 9'~~ ~'V Y{~yy _ ~FiIJ~~I~' ~iJl ~ O, C. ~i.. _I ~ F_. 8 LF J' ,
W W 6X bF E i t 6 . N
~ SEDIMENT BASIN N0.3 II : lo' vu~ ~ _ - ~ ~ L T PROTECTION NO.1 _ ~ _ ° .ts l0 1 _ ~ o D[-2C - - - ~ ~ 9
I ~ CONC. GRA I CONC. GRAD BEAM 107 2~E~----10675 Ic 17+ _ - ° Il ~ w 112
" 480 F S L `F ~ / - RE 106 8 - CONCRE I~ APR[]N INV = 193rr-
~ 2,a' 3,' ~ 9 _ ~ s ti' 3 E_ X I S T N ~ ~ FllE nEpaT I ~ WOODLAND , aT - I
2,d ~4irRl~ las 1 I9.3 IG7.30 i DI=1EtSEX1
....yy ~ , 1 [1 REM I N 10 s ' J~' _ ~ 10167 , a~ NIT w~ 63 RE 109 8
~ ~ ICE IO z.a U~,~, y ~ ,i~, ~ b , ~ ~ I11 ]NV 105.0
PRGPOSED oE~~ HAL ' ' ~ ICE ~ 1~" ' DISTRICT FACILITY ~ ARKI
2'x2 Gu • ~ I,=~'0', d =1,5 i L.1 f ~ o ~ N F.F,E.=.108.83
T AN ~ 1(ASH F.f.E =107.50 6 INV 105.32 A PHA IT _ F- o' cP ~ S L
- CONCRC E N ~ R 'JO 7 10167 I A oN I l0 63 PAVE E;N1 SNOPS , ~ os'
Iw~ ~ 1~~~ Ddr`1 I ~.I S T FENCE 3211 LF ri, ~ 6 - I10
It. \ L . ~ • ~ `1U;~ i _ Ic7 t • SEE Hlr ruin ' ~ 6 1°7~ FS EDA=10.0 AC ~.,.._..1.,..~ - ~ruu~ ~ ~ ~ ~
equ ~ 1 . ~ , ~,„q~~ I 0 7 - - N ` - I i
t C~NCREIE APRON t7 . ~
X ;s;l ~ ~ ~ > ' h ~ X ~ ~
W E ~ ~ 631 FILTER -
7 ( -k.;7~p,RIC .,k. ICS ~ T R Rlv Co ~ ~ ~ t~ Fu u t' D E \ ~ I ~ - ; ~`co C`iRADE ! OCK I ~ AL { PIC____14~
' Ct~?. a1 ' I -o' a aT l~' .~;G 3 , n ~
h U ~ U~~. i i, l ti' I ~ ~I ~ I I~ ~ v .GRAVEL SURFA 1!I I ~ ~ ASPHALT PAVEMENT ~ i 9 - lotl 'f- P
MT F ; ~ 7 k~ ~tl ,LC IUD l I I U GR EL _ _ i tpKAE~C ..~r ~ c~YS ~ ~ 1.~~5
1 ~ ~°SE ~ I°3° ~ 1 ~I
INV 99,35 Orl `E { ~ LIMA'
~ ~ II ~ ~ / III '~I; lill ~ fait ~ I ~ 1 y 0 INV l01 f
~ t'I I I ~ ~ _ a ~ RE 101,7
I / III 1' 4 ~ _ iRl1CK SC LES
f.~. . ~ ~ I{II p . . - 'RCP t o,,ez
~ r- Q • - . ~ ~ i I I I o ~ l20 LP- 15 i t-3E X) $i1NG t ~
i 1 ~ ~ ~ ' • ODD 2X2 -~f . Vii. ~ a Exl - r ~ ~r;. t Wy . 9>0.~ '
1 1 . , - a ~ ~i
A ~ err „ ~ q ~ , ~ , \
~a Lj~ ' IOV~. GNI. • F'UtURE DRIVE ~ V~j Q ° i I~aTURB
. FF'' AND f;OADING _ ~ \ ~ ~I'i i ~r 00 , l \ EX'i A-' ! ~ • r=_=-E _ _ i EXISTING ING W ~
° RECYCLING CENTER ~ ? I~
/ + ~ i ~ JB-1 tom' JB-1E i ~ ` ° _ Q _ { 1 I
~ ~ ~ INV -`l`f ~ INV• INV~1 97.37 ~ F.F.E.-104J8 at! t~
INV • 6-% 31 r~ ti ' • - J CONCRETE '
~ Ry, ~ - _ TRANSFER X6' ~ Q2 1 -AIL Pik. 4 DI-.~ ~ • , p - LOADING ' _I e
t STATI[]N a[ = 9! GI{~ _ ~ _ . }r INV = I RE - 99 SAVE T LET PROTECTION _ _ - INV 9 6 _
- ~ 3 4 i F ANEI SURF~CE~ M G la - LI P E LET R Oi1T z - - INV 94A - ! l ~ -
. ~ - f I. I _ i'
_I L _ _ _ ~ ' - _ LET OT qo~ r NV ",7 lNVf- 92 1 v w - - f ~ ~ 1 _ -
r 1 - I 90 6 ~ 152 l I 'RLP ! LSY. I 7 LF- !'RCP 0.5% .U9 F- 2 ' L t 1.5% q°~
~ v e9.e ~ ~ • • OUTLIIT OT ON 0.3
a b 1 ~u - ~ - ' 9~_
I~ I- x 4 LF- 2A'RC ! D6% (CLASS V1 i 1 '~I L ~ ~ _ ni ~ ~P ~ _ -
y ,~a n , ~ .,x~
~Gb~l~ ~ ~ , ~ F . o ~ ~ r - - ? 1 ~ 1 ~ ~ ~ I 1
V - - - - - - 4.59 _ . _ _ ~ _ ~
~ _ , ~ _ , . . I CI~ECK DAM CHECK DAB ,a
- - - OUI LET PR CTION / ~ M - - - i EXISTING 2t•RCP CHECK DAM
~Y GUA)R8 y UNDER RA1lR0A0
~ _ - ~j L l ~ riT - INV _ t
r>~ J I'- ( I" O u 89.39
w~ n ~ n_ ~rni G al~cr r,in
- - . yU~/ DESIGNED SDG vv ..i ALL V. DATE AUGuST, ?995
SUNGATE DESIGN GROUP P.A. Cqp 9
- - DRAWN J B WASTE INDUSTRIES - - - - HOR ION TAL : SEDIMENTATION AND 1" = 50' " SUG_ ROJ 05-_9350 _ _
- - 390 915--A JONES FRANKLIN ROAD . EROSION CONTROL PLAN VERT CAL:
- CHECKED RALEIGH, NORTH CAROLINA 27606 WILSON, DWG IL wiW5EO1
REV.NO DESCRIPTIONS DATE ~f J DATE PROJ. ENC. WHW
- PH: (919) 859_223 FAX: [phone] ape, P RVIINS ~ OF:
Nrnuu+++

g
~a I
f'
J b 4 NB9'11'It'E'g910.6A 4 ~4 SIT DA = 0.41
LIMI o ~ ~
• W t ~ III ~
• ~ VI/ ~ \ n \I/ W ~ y~ ~ , . ~ ~ '
~ ~ r ~ ~ .~u„ ~ - kL, ~
? ~ I1~ 4 ~ 1. _ ,
OUTLET PROTECTION ~ EXISTING TR CULVERT DATA \I/ EE LINE EO ~ ~ ~ r, ~ , F,~;; ~ , `ti, • ~ , ~ _ . 0 ~ S'F IN ING ~ ,~J ~ _
NWO \I/ y T NCOOT W - ~ , ~ r:.. LOCATION DA ilTf~ Cwr Cilw E8ss S [?v;' Vv Vw zaNH L. W dso oHC+rH class. COMMENTS r ~ ~ ~ ~ GRAVES, I EN ~ r~db , ,p,
0,28 7tL 0la5 1.3I ~ " o / ~ I i . RANGE , ..,.1 ~ ~<< ,t , i • f 'r ~ ~ - fi f ~ _ ,
•5 S.h 2L b,1 , L L1. ~ ' ~ ~ ~ ~ I' 30 a ,p ~~Rzs . , j c I , ~ r
p Y ~j/ /ar / / / N ~ 5 0.23 0~ ~ z ~ , _ ~ , 1 \ ~ ~ ~ 1 1 1 ~ ~ I' UnvCin r
333 " 0.`ch kS i 4jf' (.o / i ,p ~ 11 N o r x G~ . i L i , I
b 1 5 3,33 e 0.4~ l 5 LV"0•b i ra, 2 ,a p i I I ~ Pu~ma~ ~ i I L I
~ . . RA ~ V EL ~U ACE ~ I r. ~
~Y ~ VI/ i W ~r, ~ ~ ~ Y.. , 11 ` ~
~ ~ . ~ ~ V ~ ~ r!.
2 ~ err; a.~ I ~ ~ ~ ~I~ 'f71'~ I ~ - ' fa. ~ _ ~ _ G VEL A ~ 111 ,n ~ / , Sl1RF CE
~ , ~ ~ ~ 'n ~ ` ~ ~ ` \ ~
~o
~ ; ~i ~ ~ a co~,~~,r r I
`~l IO D CH 1
_S&E CO ~ ' NTROL SCHEDULE ~ ; \I/ ~ W 1 ~ GRASSED AREA a ~ CON~RETE ~ ~ ' ~ ' i ~ ~ ~ ~ ~09 ~ , ~ ? i ~ ~ I.
W OIME_ NS_hNS STORAGE STORAG[ . ~ TRUCK PARKI ~ 1 ~ ~ 1 ~ ~
r• LOCATION DIST- C R G'O CF OESIGNHO L W J j DA E:wt Ciq W[IR REMARK - - 1-6D•~ BAYS ~ ~ z • ~'~`a ~ ~ ~ 41 i ~O I RE = !07.60 V 'e ~ j ~ ~
~ ~ I ~ RE = 106,65 o 13,cI'c} 0192 (v3oo 7a' 3~ 3~1 3.~, oxlg II.°K lox1.5 t 1 - \ I ' ( [NV 103.35 I 1 ~ 06,65 INV 2 2.T7 ~ ~ y ~ Z i'~~i, 103.35 Q - ~ U ~ '~"r- C n ,
W 0 2.1 f91 I z I ,i ~ `I/ >+i W RE =\101,4 ~ ~j1 I ~ ,
.3 .71 S 125 ~I 1:11 O,~o ~,9 r~X .5 ~ ~ r L 1~ v, ~ • fir" ~ . ' ~
EXISTING W SEDIME Q Bolo ~ CJ G D E ~1 N D Nr BAS Iv rro. I ~ 22, i a55 87.16 I.o ~ ~ n I QL.~_- - ~ i~~,,;? ~ i RE 106 ~ '1 J ~_.--~I
aR << ~ ~ EMAIN ~ ~ ~ , ~ ~ i ~ I 'JCS. ~ IN~ 102.21 \ ~ ' ~ _ - - ~ I ~ - - r I, .t j ~ ~ ~ ~ ~
~ \I/ I r f 'PI~SI ~ ~a. 2 , (o l~ W i ~ ~ 2 1 i I ~ ' , ~ n ~ ~ ~ -
1 I I • ~ I 1 0 s J ~ 1 • r
W ~ I i W 1 ' `I' ~ ~ i ~ ~ ~ k . I, ~J' ~ i r . F_.-
W \I, ~ , W `I' ~ I W k ~ u
h10 CLEARIlY GRAD~IG OR CONSIRUCTItIN ACTIVITY ~ i ` . ~ ~ ~ , ,D[-PD ' ~ ~ M1 { R _ A~ e..~ ~ - J_ 5 f ~ E - 106.7 ,e::. ~c
.1lI XLLOWED WIITIDV RFE't'[.A2VD3. T1Pl~ CONTRACTOF 1 tr i ~ 1 o INV = 103.27 uais ' ' ro ~ ~ ~
SHALL VERIFY ALL WETLAND BOUNDARIES AND q ' ' LISH ON~ITE CAD Y. a ,
. f O ` W ' a VEL - f ~ r T ~ ~ 6 ~ - ~ ~ a
i- , ~'YPICAL _,k _
d ~ -
1~til, ~}o - a. RE ' 104.8 a - n u ~ 1NV 10117 - - p ~ ~ _ _ : ~ 'R. n -a--us_
~Ga ~~y vcr~y} ~t~~a7 ~oI~Y ~ ~ ~ .0 AS RK G
ILLWt~ ~ to ,e toe ~ 1 06 RA L CULVERT INLET PROTECTION
R 1 I p N =loins = loins L-~ _ ~o -
_ " _ ~ The Contractor sha8 install t ed ~ _ ~ ~ tNV = too.e R~ ias.~s o,n INV = I09 06 INV 102.19 ~ -
_ _ - - _ < G t, ~ silt fence along both sides of a ro sed - SED - _ - _ - - - P po IMENT BAS>l~ N L 1 / O
W extension route nor to 1 ms Ia he L F 1 N to r p tton. T ~ U ~ b ~~~Ti i L U IO ENTRANCE .
~ sdt fencing shall remain in ce until) , (~i f w ~ ~suN • + DI 4A D~q_ SIAN~ , !aJ 2 f- ros3 = 0 . roy RE = i a
N r UTLET PRO ION N0.2 ~ • coin ~ , hlsfallat<on uid bl plete wt>lon of `y k INV 101.79 INV = I } Ios DI-5A (Ex)
INV = 46 loe the aurmu~d ati~. xk L7~'t ? :fib ~ ~ ~ ~ s , -6A~ ~ RE = 105,8 ~
6 - - - - S 9'9'11' 1'V ~ gg-- - ~ ~5 INV - _ ~ ' 1OL23 Toi. p Df 2A (Ex) _ i.: ' .I, ~f rab ~ ~ INV - I08 RE 108.13
1 ~ - P ~6 i ~ X ~ INV = 102.63
,x - ~a~ VU-- I" = 10' SEDIMENT BASIN N0.3 F 8 l~ 7 'RC . ?x bF E - ~
.4---- ,I - N
I CONC. GI ; ~ _ o zs ra , L T PROTECTION IV0.1 CONC. GR D DI-2C _ ? A BEAM RE 106.7 ~ I ~
~ S L ' CE ti - 480 F ~ _ _ 93 _ / CE _ Ioz lD rD~, - BIZ
~ ~aDEaNI~ ~ p T -QI~P~4~s>~~ x l1E DE 0 - CONCRE i~ APRON - RE 106 a w.,H- _PO T INV = le~--
1 U REM N -C ~..f ~ I
"1 ~ - O 7 ~ fore 2.0~ ~ I ~ \I/ I" e ~ ~ ~j/ ` I / I016S io~e i ~ i ro,•s rozso I Ill-lA ~
U fL W i . r~ -.u. ~ I' N IWE .ION IT , 2 xZ Luj~- c~ I ='~o' ~ =1.~ ' i ~ ~ RE 109 8
~ ~ ~ ~ ~ ICI INV 1050 o PR[JPOSED oF~'1CE •
~ I ~ . O INl ~ O r"' ' DISTRICT F-AGILITY I HAL ~ ~pARKIN ~
1 W _~1N ti _ ) , r~ ~ ASH F.F.E.=107.50 ~ F.F.E.=,108.83 t
i ` M ~ cONCRE E ~ fir' ON - •1e A$PFIAL ?T • INV = 105.32 s ~ re, •s P V SHOPS ~ ~ r- o' cv
,u~~r, I . , 320 LF STLT FENCE IN . A E CN1 • ~ ~ D,S' ~ •
~ I / \ I / SEE II TUIIL 1 i _ ~ UO r Lurk • • • io~so -
~Y W i ~ °a+ I - F S E DA -10.0 AC • toy
II,' ` I` ~ . ~ti ~l Ji j, I t~ rJ ~'V ' t~ ~ '~r~~ d ~ ~ F f` G x ~ W x ~ N CONCRETE APRON ' roe +
~ I ~ -
~ , ~ I- ~ ,y wc~R r- IftX , t~ ~ , ~ W i • I Y1
N ~ C I 11 EUTUR DRIVE 'LU r, yr . ~ ~ ~~crl i \ , n ~1` . ~ , 'c0 ~iRADE OCK I L FILTER - n
I I ~ ' ! PICAL "
1 I ~ ~ ~E '`o ~ (I~ GR VEL SURFA I ASPHALT PAVEMENT ` a~ ~ _
LIMIT pf GR ~ /III ' >'I 4}I(.IC ld ~ I EL ~ I ~ '~.R of iky W,51}Ci1 ~ - IIII z / a~ 2 ~U~ ~ - . . F , _ ~ 10o I<- - ~ -
K ~ x ~ ~T ~r ICI ~ COM[NErc ' \wso ~i~- mso ._?1=BLESS ? ~ r.,
~ ~ I I I I _ ~ ~ ~ ~ 1A Y~51 ~ c.l.k.~rzl. r9trr~- ~ ' Rf~~ 'i ~ I INV = 99.35 ,
% i I `~T I I y , II LIMIT OF ~ E , ~ ?V INV 101.5
~ rill o ` - 0 5 DI-BE (Ex0
ill) ~ - 9 , / ` , R E 101.7 ~O,.a iRI~CK SCA _ Nv 9 ~ LES
~ ~ . ~
E t 9i CAD 2 x 2 of 1 • _ ~ •RCV a o.,er. ~ ~a- is
1-3E fEx) t ~ ! Exts t l I
I
V~ ~~~I')~~ ~.IuJ ~~~T~~S h~LLli'ti.~„ ' ~ . Et1TURE DRIVE , , , I STING DEVELOP NT
~ Cr }•II•~ ~ AND >;OADING : " Y
\ ~ ~ \ z o ISTURBANCE TH '
~ I ~ ° A~ El('T aO - ---="1.... ~ EXIS~IiVG T~A~( Nc wa i' ~ .
Je_~ RECYCLING CENTER I~) ~ I o
~ ~ ~ . _ _ _ ] INV INV(1 ) 7 a - ~ 9 3 ~ F.F.E.=104.78 ~ _ roar
1 -Hz t + ~'"-3 I TRANSFER ~ I S N0.4 ~ ~ X W IN~ NG h ; 3l h Cr ~ NR1 '
qo W ~ STATION Dt~9~ ~ COCEE D1~9~! ~ LOADING ~ ' •
RE = 9 z ~ ~ - ~ INV RE = 99. I 1NV =.g 6 -
\ OUTLET PR E 4 uMlr ac c AvEC suRFacE . _ _ _ - ~ G VE E T I LET PROTECTION iNV 99D { _ ~
~-L- . , l ~ - ,
o-- ~ EL CU ~.E q \ - N j - T_ tNV ~O.r6 INV -929 I _ _ ~ . ~i - _ ~ j
) LT- vRCP 0.5% ,1~8 E- 2 ' ISZ L 1 ' P r T ~~ou t LSX RC ! 1S. ~ ~ ~ , 1 •RCV e lsr, _ _ ~
~ °~`e~, V_ 89,8 po OUTLET OT ON 0.3
E~.I; I- e ~ ~ ~ ..~,.¦y~. ~'U
- i! ~ $ 1 ec t o6r. caass v~ ~
o $ ~ . T
_ - - - _ - ~ _ ~ • ~ - s~¦~~-`s - _ ~ ~ ~ ~ ~ ,
~ V 9.59 _ _M__ 1 _ • ~ - ~ - --'_"-__-'i
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• TfLE GUARD I ExlsnNC z1•RCP ~ „ UNpER RAIIR(IAp CHECK DAM ~ ~
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INV B9 39
- Apt
- _ - - - - _ - - - ZH G~4
~~,~~~~^'~/y_ DESIGNED $l)C _
9 - SUNGATE DESIGN ~ GROUP P. A.
- - Y DRAWN JEB
cl, ' 915-A JONES FRANKLIN ROAD WASTE INDUSTRIES DATE_ AUGUST, 1995 SCAT F SHEET NO.
- - - CHECKED RALEIGH, NORTH CAROLINA 27606 - - - n SEDIMENTATION AND HORIZON T AL: SDG PROJ._# 059350 1 50' 7
REV NO DESCRIPTIONS DATE Qhq~ip WILSON, EROSION CONTROL PLAN :
R VI I N •i~nlq A`{.~~i' _ DATE PROJ_ENG. WHW PH' 859--2243 (919) FAX: [phone] DWG FILE # WwSEG~ VER TICAL
4rcoeuiut
OF

Vii,
a RD #
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~ ~ 't ~
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a , t ~e ~ s, 11~ w. ~i~ EN RANCE ~ 1 Ea ~
w I~XISTING, TREE'S ,~,,r ,,,,.Y: INE 1~ a AP ON NE '°h ~.3, H ,
~ . hi, h v' i ~h
~ t
~ d~ x.,.._ i i h m~ ~r4 ~ 7
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SEE S&E PLAN ' ~ ~ ~ GRAVEL ACE ht ,
1 FOR CLEARING xi , ~ r i 1 S h ~ {
W V/ W THIS AREA ~ ..^~4 ~ ~ ~ ~
; G VEL S ACE ' ~ ~
'e r i ~ ~ ~ ~ ~
\I/ \I/ \I, ~ f t \I/ W W W ~ W t f ~ =~~4 ~4 ~t ~ 1, ~ Y~ ~ E ~ Q
~ ? r f ~ ~ ~ . ~ ra ~ ~,~,c e. ~ o r ~ ~ ~ ~f ~ i 91 ~
t / 1 ~ ~ ~Z jp~s. , t ~ ~p 3 I f 4 ~ ~ 0 RASSED REA ~ ~ Q ' a. ~ ~ W
} ~ ~ r a X09 ~ ~ ~ ~ ~ ~
\I/ \I/ \I/ \I/ ~s f W W W W .f ~ i r TRU K PARKI ~ ~ Z _ = W BAY ~ ~ ~
x ; ?~lI-6Dd - ~ ~ = 1p7.60 Z 6Dl g i i V = 1Q2.77 ~4 ~ ~ G
RE =E 106.65.' i INV,f'~= 103.5 106.65,! - A r U V='= 10x35 RE =:107.4 ''4, ``~•k t
`I, `I/ `I/ r `I/ W ~ ' ~ ~ INV = 03.95 ` ~ f ~ P
W W W ~ \I/ } W P W f, P ~ 4F F 5 t'. DI-~ D \ ~ 1 '
Z I EXISTING WOODLAND H ~ RE 106.4 ;1 ; i
n W ~ i r INV = !02.21 ~~+a. ~ ~~~1 ~~i t
D REMAIN 1,J ~ # ~ ~ d 3 i _ ~ 1
~I I- t } ~ ' I 1 i ~ ~ 1 e'^_ ~ti ~
W .'i '^'6 ` ~ Y, 4 i r a,
~ ~t O ~ DI-2B~.
~ ~ ~ a ~ ~ i - UQ~ .4 ~ RE - 1~,7 a , ~ t °
w ~ 1 ' ~ INV = 103.27 ~ ~ ' ~ _ s
` 1 ,1 ~ i t
I' , I x ~ u o f _ ~ ~ r rc h
~ ~
\ t \ f { k ~M f a T)I- ~ LLJ 1 RE ~iQ4,8 n r
1 ~ k \ ~ ~ y b } ` 111 ~ 1 INV = IOi~7~~.-.~,. O f ` ,,n Z ~ a S ~ ~
` I ' ~~1 W ~ ~1 R ` ` ~ A RK G ` i
` DI ~ 1 ,1 ~ L Ip y' t ~ 9 _ ~ 6
~,1 ~ 1 1 `t 1 "`C' ~ < $ RE - 104.8 _ INV = 109,06
\ \ << INV = 100.8 'x~ DyV 102.23 ' ' ~ ~-4...,._

~ \ 't aj°,° C NCRETE i ' - D - a" r, DI-4A - ~ E TRANCE
P ~ ~~SE• ~ La , P ~ _ - RE _1 8 3.
. 5, ~ ~ INV =101.79 INV - .3 ~4 ~ A RON 4s.~ ~
1 1 ;~Y 'xv _ JB~6A ~ GJ - 105. ~ ~M ~ ^ ~ + DI-2A (EX)
1~ S . ~5~l~':.': JB~6A a 0P I V \ aOP, = ti0 INV '=•101,23 hk - _ INV ` 1 ,43 . _ - ~ INV = 102.63
44 'Y '907'.': ~ . ' ~.„,_m,_m,..,, _ - ~s _ w:a~ _ X17:---..?' ObX _ 8 Lf
1 4.~ - ..__.M _ - M.~,- EN CF EX, P P - ~ .
r `j t ~ o~
,~FP~a ' cai `~CDNC. D BEAM RE = 106.75 -
J 107' _ ~r ~ ~ ~ ~ RE t 06.8
' M l ? FE EDT 'I1 s''y, APRON ~ IN - CONCRETt - E ~T r '
F' LO~DI G j. ~ `=.F o ~ t } ~ !
_ _ f` 7 Leos i E t`, p -
1' i toss; \I/ 1 j W / } RE - 109.8 - INV 105,0
i 1' PRGPOSED ~ ' OFFICE HAL ~
~ / ~ r I~AT ~ O 4 i DISTRICT FACILITY ; ARKIN 3
F.F.E. 107.50 F.F.E.~08.83 ~ _ ~ 1~ASH I 105.32 A ~1, -
COICRE E AS~HAL SIT ~ ~ lass ~ ~ SHOPS ;
1 ~ PAVE QNT
~ i tm's°
. SEE CLAN ~g F1EL . ~ .~4j E ,rya ~ ~ ~ ; , r, ~ cnatLr oEr~e. e + 'n 107 a : 1
i R CONCRETE APRNN ~
_ \ ~D V 1 , i ~ ~ L~ ; { t W , ~ ~
t
FUT UR~ C ADE ` M ~ a
N ~ ~ 4 +ry ~ ~
,4 . ,F - ~ GRAVEL SUR~'A ~ ~ ~ ASPHALT PAVEMENT ~ -.,e_
LIMIT OF GR L r A - 11 -Lf-, ~
~ <v ~ W..'~ ti WICPEIE ~ ~ 105,0 RE = 103,5
2 ~ ~ `ti INV =99.35 ± RE = 104J~
!v `t a ~ ~ . ~ ~ _ , , ~ ~ INV - 101.7
~ ~ \ 1 a too - _ m DI-8E (EXO _ - ei - RE=101.
~ ~ ~ ~ `s 4 ~ ~ . TRACK SCALES ~ ~
~ F
O \ ~ ~;7 Q - ~ ; i ! a a4ax I ; ~ 1,F- is ~
~ O ~ DI-3E (EX) ~ - = 1035 EXISTING ;a }i
Q ~ a _ 'i ! _ ~ ~ 98~ ~ ~ u~.s `
0 0 z , f ~ _ Y II
FUTURE DRIVES I ~ t 4
~ AND 'k~pf?DING ` ~ 1 ~ V O f' ~ ao O EX T
~ 9 ~ ~ _ _ ~ EXISTING ~ HA
~ , , ~ ~ 1 RECYCLING CENTER ~ JB-4Er ` - ' rc
d r., r } . J , _ INV(15~= 97.37 ~ F.F.E. 104.78 ' tags
- ~ \x INV(18'~ 6-96.31 cj h k CONCRETE '
TRANSFER ~ ~ '"d ~ ~ DIs LOADING i i 4 ro
STATION _ ~ _ ~ ~ RE _ ~9 , tir _ ~ i I INV ~ 956 _
LIMIT CF G A S~RF_6lCE`, '`~4 '1 a !
FUT SEE PLAN 1 4 , - ` i ~
DI-6E L I E ~.,E FUR FARING RE = 9;4.86, a..
THIS A ' = INV 6' ~ ~~9AC,= 9298 i 1e'RCP~! _ i 152 1B'RCPfe 1.S,G i ~
7 LF- 4'RCP OSX ;'148 ~F- ! LSX ~
DrV - 89a8 ~ 1NV 96.5 F TUBE RAIL SPUR U ~
24 a obX (cL.ass ~ M lF .
~,~,,,_>.,...a_ ,1 <
w.,- s - ; - v r, ' _ _ - ~
- 939.,, _ - ~a ? c_. ~ _ _ ,l- _ - w.._~ ~ -
f
' EXISTING 24'RCP , ~ RAILROAD
INV = 89.39
DESGNED SDG SCALE SHEET N0,
SUNGATE DESIGN GROUP P.A.
DRAWN JFB WASTE INDUSTRIES GRADING DATE: AUGUST, 1995 HORIZONTAL: SDG PROJ. # 05-9350 1"=50'
P.E. 915-A JONES FRANKLIN ROAD
CHECKED RALEIGH, NORTH CAROLINA 27606 WILSON, NC PLAN DWG FILE # %MVA5E01 VERTICAL:
REV.NO DESCRIPTIONS DATE DATE PROD. ENG. MW
PH: [phone] FAX: [phone] REVISIONS OF:
01
I
AwFm wAA6M

1~3
o ? 'g 'om tJ89'44'14•E'os910b8 ~~o ~~i r r r r r rr r r rr rr r r~r 1 A~ 9 ro ri r ra rr s r r~ m ~
~ ~
NORTN ` W ~ ~ \ 11 J\ C NCRETE
~ m° 0 a~ ~ 1~4 SPN TPA M' T n3 ~ E RANCE
~ ~ \ EOP ~ i~2 A RON
~ ~ ~ ` ~ fll,q
~ wI~C I ~ PRO o; o e~ ~I/ ~l/ ~ LIMITS 0 ~ PRO OSED ~ ` LIMITS 0 GRAY ~ ~
\ ~ ~ RF RF ~ ~ ~
n ~ \ 0 1 .2 rAo
SITE z ~ \ ~
~ ~ z ~ N 0 F H \ ~ ~
z \ \ FUTUJRL~~ ~ , \ \ ~ ~ \ RAVEL SURFA
~fl ~ ITS OF G~?AVEL -
~ S E ~ ~ ~ ~ra
~7 0 ~ GR VEL SURF E ~ ~
\ \ ~ \ ~ Q ~ V
I ~V A A `
' ~ ~ t i ~ ~ ~ 1 al 0 ~ ~ ~ V ~ A ~
~ ~ V ~ i REMAINING ~ ~
T WETLANDS ~ GRASSED AR A ~ CON ETE
~ ~ ~ TRUC PARKING ~ ~ ~ W
~ ~ ~ ~ ~ WE ND LOCA1 i0N MAP / ~ ~ i \ ~ ~ BAYSI - re Z
_ TO D I-6D / I E = 7.60 ~ ~ IbD ~ I V=1 .77 era ~ ~
~ RE • 106.6 NTS 0,13 ~C, INV =103. 'E • 106.6 DI- U JV = 103. ~ I \ RE = 107.4
1 INV = 3.95
DI- D ~ ~
~ \ 1 EXISTING WOODLAND ~ RE-106.4 ~ I = 102.21 \ ` '
0 REMAI / ~ ~ r~
~
~ I ~ ~ ~0 r e
r ~ ~ ~ ~ v 1 0 _ - $ .ao ~ ~
~ DID-ZB~„ :u
If~V = 96.8 LIMITS OF ~ VEL \ RE - 106. uo.~ 0 0 ~ ~ INV = 103.27 }0
I SURFA E N - a CLASS 8 RIP RAP ~ ei ~V ~ Si r6
da= 12 la" 30 ~ i ~1 t ` p ~ t \
. Loy Coy 5 ~ Zoe 'i \ ~ I /0 - ~ V ~ ~ 61 - ~ ~ I W ~ ° ~O ~ DI-IF~ ~ ~ 1 I 061
= 3.T i 5 5 E I ~ 1 ~ ~ c 2D
5 ~ 0 2 _ m 1 20 LF 12" CMP 7~ A ~ STONE OIA.= ~ L' g INV = 95.8 ~ I ° 97.2 ~ - RE ~~lD4.8 ~ ~ ~
~ V ~ ~ ~ r u „ ~ ~ ~ 1 W _ INV - 101.19-_ 0 09
d - 22 2z Zt V ~ ~ 31 0 _ ~ ~ ~ ~ 6~, v \ ~ >s \ ~ \ 1 DI D J ~ ~ - ~ ~ A ING s
- .8 5 _ 6 ~ s ,
~ ~ V 101, \ \ 'SEE APPROPRIATE SCHEDULE CLASS e RIP RAP ~ V 101.5 _ o _ \ DI-3B 0~ v RE - 104.8 irvv . I qpb ~ ~ INV = 100,8 \ -
A . , FOR DIMENSIONS vvETL . ~ ~ ~ ~ \ INV - 102.23 t
~ ~ v, ~ PLAN WIEW \ ~ \ ~ ~ r, ONCRETE
- \ 'o T B FIL ` \ PROPOSED TREELINE $ O \ ~ A \ \ ~ ~ ~ DI-4A DI- TRA
REMAINING '34 RbI e ~ ~ ~ ~ ISL ND ~ v ~ RE = 16.8 ~ o NCE ~ Rbi ~ c fos,s _ INV - 12.3 PRON
SEE SSE PLAN \ FOR CLEARING W E T L A ~ rloN aox p- Sg ~2 INV - 101.79 lob, ~ DI-5A (EX) o~. o
TNIS AREA INV = 98, 4 ~ JB 6 JB 6A = I ~ ob z DI-2A (EX)
IV~ _ ~ \05 INV = 3 ~p lob so irrv I V IO .43 INV = 102.63
9' 923.01 164 F- RCP • ~ ~ r ° 'ire O.~- ~ L R 0.6% lF
If otono da.>8 ; proridt gooteKNlo undorNnor a , , p5a SECTION A-A M ~ \ ~ ~ c ~ EN OF EX. PIPE 16 IF- 17RCF
4 (mb.1 #a7 naoMd mono btddmq moforial. ~ ,oo CLASS B RIP RAP _ to or,~ 9 .3 LI TS OF toa. R t .z to7,to 0
TYPE A-PIPE OUTLET TO FLAT AREA WITH NO o S I 0 0 DI-2C CONC. RA E BEA ~ - I -
OEFINEO CHANNEL \ 107 CONCRETE APRON to ~ to~•a RE 06.8 p~Y LI ,
F 0 0
EXISTING WOODLA - - _..~t.~v - - _
a t ~f04. .rg ,.su I-IA ) to+: ' RE = 109b
0 RE A INV - 105,0
EXIST~IG T
REM WING t 4.7 DISTRICT FACILITY OFFI E ING
W TLA DS F.F.E=107.50 F.F.E= 8.83 INV - 10532 WASH _
~ t .s toy ~ AS NAL IT •6D t .s 104' P T SHOPS o ob
ttu, too. /
s~ al tozso
\ LIMITS OF EL as ~ c ~ ~ 107 ~.a w c
v \ CONCRETE APRON log a
~ W
\ ~ \ \
0 ` 9 ACCESS DRIVE - CO RAD AM ~ \ ions ~s \
F M ~ ~ EXISTING GROUND TOP 0 DA EL -920 ~ I y~ \
\ GR EL SUR A V MENT-J ~ ~ A ~ ~ ASPHALT PA, E\ ~
2 ~ Q4 10~'[F- a 4g ~
R ~ 105.0 os.o RE = 103.5
CLASS B RIP RAP ~ ~ INV - 99.35 RE = 104.7
30 d = I5' INV • 101.75 C~
` 6 \ \ \ loa.a ~ DI-8E (EX. ~ k~ RE=101.7
EXISTING SPILLWAY • 99 oa.o TR K SCALES
SCALE
NORIZ ~ I" = 5' VERT ~ I" - 50' 18 120 LF- FJ'~ • 0.484 DI-3E (EX) EXISTING
m \ / -I . 0 ~ V = 98.82
DI-2J 97 I DI-IJ s~ RE=95 RE=17.6 ' 7 ~ 04.5
INV = 9 ,5 ~ INV = 104.6`, W ~
~ ~ z ~ ~ J
ss A IP RAP t5• • LaE DRIVE `AND LOADIf~ w ~ A INV 92,0 ~ / ~ ~ 0 p A V ~ EX'T 0 \ EXISTING ING - ~
I-I ~ ~ ~ 0 ~ RECYCLING CENTER
I - 92. A \ JB- ~ e
DRARVAGE AREA = 6.9 AC. / FFE ~9.0 ~ ~ IMPERVIOUS AREA •10.7 AC. ~ 101, ~ ~ 9 \ ~ INV(5" = 97.37 F.F.Er104.78 toa.s
REOU~ED SURFACE AREA 15,2 FT TRANSFER NATION INV( 6-96.31 ~ CONCRETE • \ 8 ~ \ \ k LOADING
RE QED VOLUME • 37 FT3 ~ \ QU a`16 3 b ~ ACTUAL SURFACE AREA • 33,63 F7 q I_ FFE = 109.0 \ DI_ ~ DOCK PADS
ACTUAL VOLUIvE = 48x60 FT = FFE °95.0 ` \ ~ ~ INV = . 6 9 2 iNV •
SEE SEE PLAN - 91.2 s ~ FOR CLEARING LIMIT F L S CE ~ CE
THIS AREA GRAT I \ rae~ 3 FFE =95.0 RE ,95.0
•95.0 INV • 0 INV 0 L 28 LFI2' RCP • IAt PN • ` ~ ~ 14 23 LF-7 RCP • 531 -12' • L ~ \
+ 86' S ~ INV •90.8 • ~'0 • ~ LF- 24 S ~ tF- la r
/ CLASS A RIP RAP ' 24 05 ~v - 9s j
• RAN • 89.88 32 - 24 • ~ ~ FUTU RAIL SPUR ~ /
\ CLASS B RP RAP ~ 24•RCP • o.6a caASS vt
~ I I
i _
- - - ____f . - ~
i-7 JB- E DI 6E DI-6E ~ RE ° 97.75
' ~ ~ RE = 94.85 INV = 91.2 RE ° 97.75 pclsnrG za'RCP INV = 92.98 I t~ RA~ROAD INV - 90.76 INV = 92.98
tJV •89,39
DESIGNED SDG ~ , --r- r-~ n n t r"~ r- I- r___, SCALE SHEET N0.
~ r- f--1 f1ATF• FFR 1QQ7
SUNUA It Ut51VN UNUUF', H.A.
DRAWN JFB WASTE INDUSTRIES HORIZONTAL: GRADING SDG PROJ. # 05-9350 1 "=50'
915-A JONES FRANKLIN ROAD LA CHECKED RALEIGH, NORTH CAROLINA 27606 ST/Z~TION
ION WILSON, NC PLAN DWG FILE # WIWI7TS1 VERTICAL:
REV.NO. DESCRIPTIONS DATE 2a ~(r
i DATE PROJ. ENG. WHW PH: (919) 859_2243 FAX: (919)859_6258 REVISIONS OF: 3

JVI VV/'11 L
DESIGN GROUP, P.A.
915A JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
T
919-859-2243 • FAX [phone] ?'
j -
?
TO ?n??1 1?o1LQl??y
w N
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WE ARE SENDING YOU
? Shop drawings
? Copy of letter
[Attached ? Under separate cover via
11F.Uumn W o t1 LJVWUVLJ??/?--..1L
DATE
'7 . ZCo • ?i JOB NO.
0 7- 4 3 5
ATTENTION
IRE:

'per 'p,tA' . R
NIQILSnrA Cs-?.?n

? Prints ? Plans ? Samples
? Change order ?
COPIES DATE NO. DESCRIPTION
2 _ ?J -r- W 0T'k.?_ Yl. C-yj Lc, S -- ---

2 - ?R t µ? S J 1? (Ln I I? C/ `per h . -- -
_

THESE ARE TRANSMITTED as checked below:
) For approval
? For your use'

REMARKS
? As requested
For review and comment
? FORBIDS DUE
19 - ? PRINTS RETURNED AFTER LOAN TO US
COPY TO 411a.
If enclosures are not as noted, kindly notify us at once.
? Approved as submitted
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[_] Returned for corrections
? Resubmit ---copies for approval
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? Return _ corrected prints
the following items:
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?
ENVIRONMENTAL SCIENCE BRANCH
Ecological Assessment Group
May 15, 1997
MEMO
TO: Bradley Bennett
FROM: John Dorney !? ?N
RE: Stormwater review
Wilson Waste Industries
Wilson County
DWQ # 950370
Attached for your review is a stormwater plan for the Wilson Waste Industries (recycling
Center) in Wilson County. I would appreciate your review by 29 May 1997 if possible. This one
has some history. We first required a stormwater pond back in 1995 which was built (written
approval apparently not received). When Danny Smith (RRO) visited, the pond was built but was
not connected to the stormwater flow (details, details, details!). Anyway they have now sumitted a
design for the already constructed pond but it can be tweaked if needed. This one got lost on my
desk so I would appreciate a quick review if possible. Please call me at 733-178 if you have any
questions.
95370.pnd
cc: Danny Smith, Raleigh DWQ Regional Office
Central Files
A
WASTE INDUSTRIES, INC.
WILSON DISTRICT FACILITY
WILSON, NORTH CAROLINA
STORMWATER SYSTEM CALCULATIONS
STORMWATER POND CALCULATIONS
FOR
401 WATER QUALITY CERTIFICATION
DWQ PROJECT # 95370-WILSON COUNTY
SUNGATE DESIGN GROUP, P.A.
915A JONES I1TRANKLIN ROAD
RALEIGH, NC 27606
919-859-2243
WASTE INDUSTRIES, INC.
WILSON DISTRICT FACILITY
WILSON, NC
NARRATIVE
THIS PROJECT IS LOCATED ON PROPERTY BEING DEVELOPED FOR A DISTRICT WASTE
MANAGEMENT COMPLEX FOR WASTE INDUSTRIES, INC. DEWITT CORPORATION IS THE
OWNER/DEVELOPER WITH THE FINAL PROJECT, ONCE COMPLETED, OWNED BY WASTE
INDUSTRIES, INC. AS PART OF THE WASTE MANAGEMENT PROGRAM, A TRANSFER
STATION AND WOODWASTE FACILITY IS PROPOSED AS ADDITIONS TO THE EXISTING
DISTRICT FACILITY AND RECYCLING CENTER. IN ORDER TO CREATE THE GROUND SPACE
REQUIRED FOR THE WOODWASTE OPERATION, A REQUEST WAS MADE TO ALLOW FILLING
WITHIN THE EXISTING WETLANDS. AN APPROVAL BY NCDEHNR-DIVISION OF WATER
QUALITY WAS ISSUED WITH CONDITIONS RELATED TO REVISIONS TO THE ON-SITE
STORMWATER SYSTEM AND STORMWATER POND.
CONDITIONS
1. DEED RESTRICTION DOCUMENT TO ADDRESS THE REMAINING WETLANDS.
2. STORMWATER SYSTEM REVISIONS TO DIVERT FLOW TO THE REMAINING WETLANDS.
3. APPROVAL BY NCDEHNR-DWQ FOR THE STORMWATER POND.
PROCESS
A GRADING PLAN WAS PREPARE TO CREATE THE GROUND SPACE REQUIRED FOR THE
PROPOSED WOODWASTE OPERATION/FACILITY AND THE FINAL GRADES ESTABLISHED
FOR THE TRANSFER STATION. (PLEASE NOTE THAT THE TRANSFER STATION DOES NOT
IMPACT THE WETLANDS ADDRESSED WITHIN THIS SUBMITTAL). A JUNCTION BOX IS
PROPOSED AT THE END OF THE EXISTING 30"RCP IN ORDER TO DIVERT FLOW TO THE
NORTHERN WETLAND POCKET AND PROVIDE A LOW-FLOW PIPE TO THE SMALLER
WETLAND POCKET ABOVE THE PROPOSED STORMWATER POND. IN ADDITION, A
SEPARATE DROP INLET AND PIPE IS PROPOSED CAPTURE THE SURFACE FLOW FROM THE
WOODWASTE EXPANSION AND RELEASE IT INTO THE SMALLER WETLAND POCKET. EACH
PIPE WILL END PRIOR TO THE WETLAND BOUNDARY AND A RIP RAP DISSIPATOR IS
PROPOSED TO REDUCE THE VELOCITY TO A NONEROSIVE RATE. THE STORMWATER POND
WAS DESIGNED IN ACCORDANCE WITH THE NCDEHNR-"STORMWATER BEST
MANAGEMENT PRACTICES"-WET DETENTION PONDS. IT SHOULD BE NOTED THAT THE
POND DESIGN IS MODIFIED DUE TO THE ABSENCE, OF OUTLET SLOPE NEEDED TO PROVIDE
DRAWDOWN PIPE OR EMERGENCY DRAIN.
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes,Secretary
A. Preston Howard, Jr., P.E., D i re c to r
1••
[DEHNF1
October 18, 1996 .
Wilson County
DWQ Project # 95370
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Tom Saieed
DeWitt Corp.
P.O. Box 18771
Raleigh, NC 27619
Dear Mr. Saieed:
You have our approval to place fill material in an additional 0.47 acres of wetlands or waters for the
purpose of constructing a recycling center at 2801 Contentnea Road, as you described in your revised
application dated 27 September 1996. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 2671. This certification allows you to use
Nationwide Permit Number 26 when it is issued by the Corps of Engineers.
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. For this approval to be valid, you must follow the conditions listed in the attached certification
and any additional conditions listed below. Deed restrictions shall be required on all lots with remaining
wetlands to prevent future fill. Stormwater shall be directed to flow at nonerosive velocities into the
remaining wetlands on site both above the stormwater pond and along Contentnea Creek. Additional written
approval is required from DWQ for the stormwater pond before additional wetland filling occurs. 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
Watershed regulations.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You most 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 Domey at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Mr. John Dorney
Central Files
Owen Anderson; WRC
-Frank Braxton; Sungate Design Group
Jim Perry; Waste Industries, Inc.
pel" ' ,
tdo\n--H-owar , Jr. P.
95370.itr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
OF Wry fo
ti ~ORTI? Lr?
Development Services
December 21, 1994
CITY OF WILSON
nor k Carolina
INCORPORATED 1849
27894-0010
Mr. Frank Braxton
Sungate Design Group
915 - A Jones Franklin Road
Raleigh, North Carolina 27606
RE: Waste Industries project
Dear Mr. Braxton:
I enjoyed speaking with you today regarding the above mentioned project
located on Contentnea Road. The two uses you mentioned (a solid waste
transfer station and a wood waste facility) would indeed be allowed under the
existing Special Use Permit that was obtained some months ago. We would
consider both of these to be encompassed in the broad sense of the recycling
process.
The revised site plan would, of course, need to go through the Technical
Review Committee again for their review and approval. We look forward to
hearing from you soon.
Please let us know if we can provide further information regarding this or any
other project. Have a very happy and safe holiday!!
Sincerely,
&W ' I I
Donna H. Avery
Development Services Coordinator
westeind
P.O. BOX 10, WILSON, NORTH CAROLINA 27894-0010 PH:[phone]
EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER
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RUNOFF CURVE NUMBER COMPUTATION Version 2.00
Project 05-9642 User: JGD Date: 02-04-97
County : WILSON State: NC Checked: Date:
Subtitle: WASTE INDUSTRIES--WILSON WOOD WASTE FACILITY
Subarea : 25.9
-------------------------------------------------------------------------------
Hydrologic Soil Group
COVER DESCRIPTION A B C D
Acres (CN)
------------------- ---- ----------------------------------------------------
FULLY DEVELOPED. URBAN AREAS (Veg Estab.)
open space (Lawns,parks etc.)
Good condition= grass cover > 75% - 1.5(61) 1.5(74) 1.5(80)
Impervious Areas
Paved parking lots, roofs, driveways .4.0(98) - -
Streets and roads
Paved g curbs 4nd - store, sewers 1.4(98)
- - -
Gravel (w/ right-of-way) - 5.0(85) 5.0(89) -
Urban Districts Avg 4 imperv
Industrial 72 - 3.0(88) 3.0(91) -
Total Area (by Hydrologic Soil Group) 5.4 9.5 9.5 1.5
=am= mmss ssmm tmmf
-------------------------------------------------------------------------------
SUBAREA: 25.9 TOTAL DRAINAGE AREA: 25.9 Acres WEIGHTED CURVE NUMBER: 87*
---------------------- ------------ ---------------------------------------------
* - Generated for use by GRAPHIC method
TIME OF CONCENTRATION AND TRAVEL TIME
Project : 05-9642 User: JGD
County s WILSON State: NC Checked:
Subtitle: WASTE INDUSTRIES--WILSON WOOD WASTE FACILITY
Version 2.00
Date: 02-04-97
Dates
------------------
Flow Type 2 year -----------
Length --------------------
Slope Surface n ------------------------------
Area Wp Velocity Time
rain
----------------- -- (ft)
----------- (ft/ft)
---- code (sq/ft) (ft) (ft/sec)
-------- (hr)

Sheet 3.7
200 ------
.02 ----------
A -----------
----- ------
0.033
Shallow Concent'd 200 .02 U 0.024
Open Channel 600 2.5 0.067
Time of Concentration - 0.12*
? s= ? s
Shallow Concent'd 200 .02 U 0.024
Open Channel 600 2.5 0.067
Travel Time 0.09*
: s s s s
--- Sheet Flow Surface Codes -- -
A Smooth Surfa ce F Grass. Dense --- Shallow Concentrated ---
B Fallow (No Res.) G Grass, Burmuda --- Surface Codes ---
C Cultivated < 20 Jk Res. H Woods, Light P Paved
D Cultivated > 20 % Res. I Woods, Dense U Unpaved
E Grass-Range, Short J Range, Natural
* - Generated for use by GRAPHIC method
UKAPHICAL PEAK DISCHARGE METHOD
Project : 05-9642 User: JGD
County : WILSON State: NC Checked:
Subtitle: WASTE INDUSTRIES--WILSON WOOD WASTE FACILITY
Version 2.00
Date: 02-04-97
Dates
Data., Drainage Area 25:9 * Acres
Runoff Curve Number 87 *
Time of Concentration: 0.12 * Hours
Rainfall Type ; 11
Pond and Swamp Area :

Storm Number 1 2 3 4 5 6 I 7 I
---------------------- ------
Frequency (yrs) 1 -----
2 - ------
5
10
25
50 I
100
24-Hr Rainfall (in) 1.0 3.7 4.9 5.8 , 6:8 = 7.5 8.4
Ia/P Ratio
Used
Runoff (in)
Unit Peak Discharge
(cfs/acre/in)
I
Pond and Swamp Factor)
5.0% Ponds Used
-------- -------------
Peak Discharge (cfs)
sssssssssss sssssassssss¦
0.30 0.08 ( 0.06 .
0:30 0.10 0.10
0.22 1
1.361 1
0.72
i
6
fi=11?si1
2.36
1.494
0.72
66
lssssaMI
3.47
1.494
0.72
97
¦MMMMMM1
0.05 0.04 0.04
0.10 10.10 10.10
4.33
11.494
0.72 1
121 1
.issssfl
5.29
1.494
0.72
147
lssssMMI
5.96
1.494
0.72
166
XMMMMMl!
1 0.04
1 0.10
6.84 i
11.494
0.72
l
191
6MMUMMMUM
* - Value(s) provided from TR-55 system routines
\r 1
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I*v-eA = 'M/ to3e sF
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-.r
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS 5W
P.O. BOX 1890 ...
WILMINGTON, NORTH CAROLINA 28402-1890 w-u
REPLY TO
ATTENTION OF
May 5, 1995
Mr. Frank W. Benson VV -
Post Office Box 1424
Wilson, North Carolina 27894
Regulatory Branch
Action ID No. 199404709 and Nationwide Permit No. 26 (Headwaters and Isolated
Waters)
Dear Mr. Benson:
Reference your application of April 5, 1995, for Department of the Army
(DA) authorization to impact 1.74 acres of wetlands on your property located
at 2801 Contentnea Road (immediately west of), on the north side of Seaboard
Coast Line Railroad, adjacent to, and above the headwaters of, an unnamed
tributary to Contentnea Creek, southwest of Wilson, Wilson County, North
Carolina.
For the purposes of the Corps of Engineers' Regulatory Program, Title 33,
Code of Federal Regulations (CFR), Part 330.6, published in the Federal
Register on November 22, 1991, lists nationwide permits. Authorization was
provided, pursuant to Section 404 of the Clean Water Act, for discharges of
dredged or fill material into headwaters and isolated waters.
Your proposed work is authorized by this nationwide permit provided it is
accomplished in strict accordance with the enclosed conditions and provided
you receive a Section 401 water quality certification from the North Carolina
Division of Environmental Management (NCDEM). You should contact Mr. John
Dorney, telephone [phone], regarding water quality certification. This
nationwide permit does not relieve you of the responsibility to obtain other
(required State or local approval.
This verification will be valid until the nationwide permit is modified,
eissued or revoked, which will occur prior to January 21, 1997. It is
ncumbent upon you to remain informed of changes to the nationwide permits,
hich will be announced by public notice when they occur. If you commence, or
re under contract to commence, this activity before the date the nationwide
ermit is modified or revoked, you will have twelve months from the date of
he modification or revocation to complete the activity under the present
erms and conditions of this nationwide permit.
Questions or comments may be addressed to Mrs. Jean B. Manuele, Raleigh
eld office, telephone [phone], Extension 24.
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Printed on is Recycled Paper
? 1?
-2-
Copies Furnished (without enclosure):
John Dorney
ivision of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Mr. Frank Braxton
Sungate Design Group, P.A.
915A Jones Franklin Road
Raleigh, North Carolina 27606
Mr. Gary Mitchell
128 North Harding Street
Greenville, North Carolina 27858
Mr. Ronnie L. Sutton, P.E.
F.T. Green & Associates
Post Office Box 609
Wilson, North Carolina 27893
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B, Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
IL ". WA
4*
?EHNR
May 1, 1995
Wilson County
DEM Project # 95370
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Frank Benison
P.O. Box 1424
Wilson, N.C. 27894
Dear Mr. Benison:
FILE
You have our approval to place fill material in 1.1 acres of wetlands or waters for the purpose of
constructing a regional solid waste management and recycling facility at Seaboard Coast Line railroad,
as you described in your application dated 5 April 1995. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 2671. This certification
allows you to use Nationwide Permit Number 26 when it is issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application. If
you change your project, you must notify us and you may be required to send us a new application.
For this approval to be valid, you must follow the conditions listed in the attached certification. A
permanent wet detention pond shall be constructed downstream of the wetlands which are not to be
filled to handle runoff from the site. In addition, you should get any other federal, state or local
permits before you go ahead with your project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 30 days of th e 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 Environmental ManaFerri!ent under Section 401
of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
i I
Pre on How lard, Jr. P. .
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DEM Regional Office
Mr. John Dorney
Central Files
Frank Braxton; Sungate Design Group 95370.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
4 4.

6?1 IY5 h/
?s
A4
.Sew a, ra ?
17,E rn ?•?
?WV4
d
D
?N
Waste Industries Inc.
Commercial Fill
Wilson County
On April 27, 1995, I met Mr. Braxton of Sungate Design Group at the
proposed regional solid waste management & recycling facility near
Wilson. After a discussion of the proposed impacts, Mr. Braxton
offered to avoid impacting approximately 19,675 sq ft. of wetlands
(?2/3 acre). Further he explained that a spreader device will be
added to an already culverted ditch in order to sheet flow
stormwater onto the avoid 2/3 acre of wetland.
Down slope from this avoided wetland area, a stormwater pond will
be put in place to further treat storm water (resulting in most of
the wetland impact). Note: all of the stormwater from this
recycle facility will be diverted directly into the wet retention
pond.
If you have an questions please call.
/ds
WETLAND RATI. 1dVORKSHEET Fourth Version
MR.
Project name Nearest road
County Wetlan rea ?? acres Wetland width feet
Name of evaluator an,
.mss `.: - ;, •..?..
-, Adjacent land use
and location
(within ll2 mile upstream, upslope,
or radius)
?? on pond oar lake
. ? on perennial streani
forested/natural vegetation
o.n iAtermitt-ant ?treini ur an/suburban %
wlt,hln iln.e>`stru??nl clivldc age' uft
:. imp rvious sur facei`
:?" . , ? ether rig
Dominant vegetation
...........
(?tY /
4?
pil series
x (2) ,j
y predomrn?rltly organic humus,
b.7
muck;''or peat
?? ? predominantly mineral - non-sandy -
Y Flooding and' wetness
predominantly sandy _
? seripermanently to permanently
floo(led ,or inundated
l Hydraulic factors seasonally,'-flooded or inundated
? steep topography [] interrinittantly flooded or temporary
surface water
Me, ? ditched or channelized
total wetland width: _>_I 00 feet ? no evidence of flooding or surface
VUctr
Wetland type (select one)*
El Bottomland hardwood forest El Pine savanna
Headwater forest ? Freshwater marsh
? Swamp forest ? Bog/fen
? Wet flat ? Ephemeral wetland
L3 Pocosin ? Carolina Bay .
_ ? Bog forest ? Other
u
*The rating system cannot be applied to salt or brackish marshes or stream channels
n weight
11? Water storage x 4.00 = Wetland Score
Q Bank/Shoreline stabilization x 4.00 =
Pollutant removal x 5.00 = 57
rl
Wildlife habitat x 2.00
Aquatic life value x 4.00 =
5 Recreation/Education x 1.00 -
* Add 1 point if in sensitive watershed and > 10% nonpoint disturbance within 112 mile upstream, upslope, or radius ;
57
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B, Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
A14a rown,
1:3 FE F=1
May 1, 1995
Wilson County
DEM Project # 95370
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Frank Benison
P.O. Box 1424 F I L E
Wilson, N.C. 27894
Dear Mr. Benison:
You have our approval to place fill material in 1.1 acres of wetlands or waters for the purpose of
constructing a regional solid waste management and recycling facility at Seaboard Coast Line railroad,
as you described in your application dated 5 April 1995. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 2671. This certification
allows you to use Nationwide Permit Number 26 when it is issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application. If
you change your project, you must notify us and you may be required to send us a new application.
For this approval to be valid, you must follow the conditions listed in the attached certification. A
permanent wet detention pond shall be constructed downstream of the wetlands which are not to be
filled to handle nmoff from the site. In addition, you should get any other federal, state or local
permits before you go ahead with your project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 30 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 Environmental Management under Section 401
of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733-1786.
Sincerely,
. Pre on Ho ard, ?Jr. P.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DEM Regional Office
Mr. John Dorney
Central Files
Frank Braxton; Sungate Design Group
95370.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
SUNGATE
DESIGN GROUP, P.A.
915A JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
9119-859-22,,4311 9 FAX [phone]
TO ? ?,. ?c?c?t 'moo R'?.litJ?l
WE ARE SENDING YOU i1 Attached ? Under separate cover via
? Shop drawings ? Prints ? Plans
? Copy of letter ? Change order ?
[LIE44CEQ OCP 4 n ° H1@ uLl' UUV/R L
DATE M `
*' JOB NO.
ATTENTION
RE:
V? 11?soN 'F rs c. ? ?,. ? t

L till S

? Samples
the following items:
? Specifications
COPIES DATE NO. DESCRIPTION
11??#- -T 4 V6 ( k W ? *I ;?;;
- - -_ lnr,4 SuV

THESE ARE TRANSMITTED as checked below:
X For approval
2 For your use
>
REMARKS
? As requested
f For review and comment
? FORBIDS DUE
19 ? PRINTS RETURNED AFTER LOAN TO US
t Q a- L"_
Icy ? Y Sri ?? ? I ?lJ. ? ?

COPY TO 1-17 . vgnk RECYCLED PAPER:
49 Contents: 40% PreC 10% Post-Consumer SIGNED: t4 04
If enclosures are not as noted, kindly notify us at once.
? Approved as submitted
? Approved as noted
? Returned for corrections
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints

.4-r/1460
SUNGATE AN '9
915A JONES FRANKLIN DESIGN GROUP, P.A. 6?VVIRtvV,Q
RALEIGH, NO NORTH CA O NAG27606 Nr'9 USCIENCes
919-859-2243 * FAX [phone]
RE SENDING YOU Attached ? Under separate cover via
? Shop drawings ? Prints ? Plans
? Copy of letter ? Change order ?
COPIES DATE NO. DESCRIPTION
W L
LO o S `3
L© Z
-leg (I_OT?s ?-;z _`
_
2 CL?? ( Z
?

THESE ARE TRANSMITTED as checked below:
For approval
? For your use
? As requested
? For review and comment
REMARKS
? Approved as submitted
? Approved as noted
? Returned for corrections
? Resubmit copies for approval
CI Submit copies for distribution
? Return corrected prints
? PRINTS RETURNED AFTER LOAN TO US
COPY TO JV-- jttN J I MINI r-
RECYCLED PAPER:
Kv Contents: 40% Pre-Consumer • 10% Post-Consumer
SIGNEC(. A
if enclosures are not as noted, kindly notify us at once.
C?1?44CG3 OCR 4G°3LalYl??]0ir'4La?
DATE JO/,B?.? O.
ATTENTIO
RE:
AST
S 1ES W-CY

VrrA lo-w- q.-S-570

? Samples
the following items:
? Specifications

State of North Carolina
Department of Environment,
Health and Natural Resources
Ja mes B Hunt, Jr., G ove mor
Jonathan Q Howes, Secretary
Steven J. Levitas, Deputy Secretary
AT4 0
[D EHNR
Division of Water Quality
Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, N.C. 27607
FAX:[phone]
I FAX TO: (' ) W W ~,040 I FAX NUMBER: I
FROM: - ,Il
PHONE: 17 t) 6
NO. OF PAGES INCLUDING THIS SHEET: -2, 1