20170001 Ver 2_Approval Letter_20170210

Water Resources
ENVIRONMENTAL QUALITY
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
February 10, 2017
DWR # 2017-0001
Pitt County
PARBEC, LLC Pitt County
ATTN: V. Parker Overton, Manager -Member LLC ATTN: D. Scott Elliott, County Manager
3933 Mobley's Bridge Road 1717 West Fifth Street
Grimesland, North Carolina 27837 Greenville, North Carolina 27834
Subject: Approval of 401 Water Quality Certification with Additional Conditions
Approval of Tar -Pamlico Riparian Buffer Impacts with Additional Conditions
Healing Transitions Offsite Sewer
Dear Mr. Overton and Mr. Elliott:
You have our approval for the impacts listed below for the purpose described in your application dated
December 29, 2016 and received by the Division of Water Resources (Division) on December 30, 2016.
These impacts are covered by the attached Water Quality General Certification Number 3884, Tar -Pamlico
River Riparian Buffer Rules, and the conditions listed below. This certification is associated with the use
of Nationwide Permit Number 12 once it is issued to you by the U.S. Army Corps of Engineers. Please note
that you should get any other federal, state or local permits before proceeding with your project, including
those required by (but not limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply
Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification(s) or general
permit and the following additional conditions:
The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification are met. No other impacts are approved,
including incidental impacts. [15A NCAC 02B .0506(b)(c)]
Type of Impact
Amount
Approved (units)
Permanent
Amount
Reduced (units)
Temporary
Plan location/
Reference Attached
404 Wetlands
W1 (#1) — Sanitary Sewer
0 (acres)
0.027 (acres)
Sheet 2 of 8 (Ex 1.1)
Streams
S1 (#1) — Sanitary Sewer
0 (acres)
0.009 (acres)
Sheet 2 of 8 (Ex 1.1)
State of North Carolina I Environmental Quality I Water Resources —Water Quality Regional Operations—Washington Regional Office
943 Washington Square Mail, Washington, NC 27889
252-946-6481

PARBEC, LLC & PITT COUNTY
DWR# 2017-0001
401 AND BUFFER APPROVAL
Page 2 of 5
Buffers -Zone 1
B1 (#1) — Sanitary Sewer 0 (square feet) 2,417 (square feet) Sheet 3 of 8 (Ex 1 2)
Buffers -Zone 2
B1(#1) — Sanitary Sewer 0 (square feet) 1,611 (square feet) Sheet 3 of 8 (Ex 12)
2 This approval is for the purpose and design described in your application The plans and
specifications for this project are incorporated by reference as part of the Certification If
you change your project,'you must notify the Division and you may be required to submit a
new application package with the appropriate fee If the property is sold, the new owner
must be given a copy of this approval letter and General Certification and is responsible for
complying with all conditions [15A NCAC 02B .0507(d)(2)]
If any erosion problems are observed in the surface waters downslope of the stormwater
discharge points, then you shall immediately repair and correct the problem and prevent
further damage and sediment discharge to the receiving surface waters Please be aware
that these repairs may require you to obtain a 404 Permit from the Corps and a 401
Certification from the Division [15A NCAC 02H 0506(b)(5)]
Water Quality Certification
4 The proposed project must comply with all the conditions of the General Water Quality
Certifications) 3884 [15A NCAC 02B 0507(c)]
5 The turbidity standard of 50 NTUs (Nephelometric Turbidity Units) shall not be exceeded
as described in 15 A NCAC 02B 0211 (k) Appropriate sediment and erosion control
practices must be used to meet this standard 115A NCAC 02B 0211 (k)]
Continuing Compliance '
All mechanized equipment operated near surface waters or wetlands will be regularly
inspected and maintained to prevent contamination of waters and wetlands from fuels,
lubricants, hydraulic fluids or other potential toxic chemicals In the event of a
hydrocarbon or chemical spill, the permittee/contractor shall immediately contact the
Division of Water Quality, between the hours of 8 am to 5 pm at the Washington Regional
Office at 252 946 6481 and after hours and on weekends call [phone]
Management of such spills shall comply with provisions of the North Carolina Oil Pollution
and Hazardous Substances Control Act [15A NCAC 02H 0506 (b)(3) and (c)(3), 15A NCAC
02B 020013)(f), and GS 143 Article 21A]
7 Fueling,'lubrication and general equipment maintenance should not take place within 50
feet of a waterbody or wetlands to prevent contamination by fuel and oils [15A NCAC
02H 0506 (b)(3) and (c)(3) and 15A NCAC 02B 0200 (3)(f)]

PARBEC, LLC & PITT COUNTY
DWR# 2017-0001
401 AND BUFFER APPROVAL
Page 3 of 5
Diffuse Flow
8 The Permittee shall replant the vegetation within temporarily disturbed areas associated
with this project in an "in kind" manner immediately following construction (Example
Disturbed areas with pre-existing grassed lawns must be replanted with grass Disturbed
areas with pre-existing trees or woody vegetation must be replanted with trees and
woody vegetation Disturbed areas with pre-existing forest vegetation must be replanted
with forest vegetation including at least two different native hardwood tree species at a
density sufficient to provide 260 trees per acre at maturity This density can usually be
achieved by planting approximately 360 (11 x 11 spacing) to 538 (9 x 9 spacing) trees per
acre ) Restoration of trees/shrubs/forest must be completed by the first subsequent
planting season (November 1 through March 30) Note, if the tree plantings do not
survive, they will need to be replaced such that the density is sufficient to provide 320
trees per acre at maturity [15A NCAC 02H 0507 (c), 15A NCAC 02H 0506 (b)(3), and 15A
NCAC 02B 0259(6)]
9 All constructed stormwater conveyance outlets shall be directed and maintained to flow
in a diffuse manner at non-erosive velocities through the entire protected stream buffers
without re -concentrating If this is not possible it may be necessary to provide
stormwater facilities that are considered to remove nitrogen and phosphorus
Additionally, a stormwater management plan for this project shall be provided to this
Office before any impacts approved herein are conducted The plan shall specify all
stormwater discharge points, plan details, and calculations to indicate that diffuse flow
through the protected buffers or nitrogen and phosphorus removal as described above
will be achieved [15A NCAC 02H 0506(b)(5) and 15A NCAC 02B 0259(5)]
Other Conditions
10 Re Opener Clause
PARBEC; LLC & Pitt County and their authorized agents shall conduct their activities in a
manner consistent with State water quality standards (including any requirements
resulting from compliance with section 303(d) of the Clean Water Act) and any other
appropriate requirements of State law and federal law PARBEC, LLC & Pitt County shall
require their contractors (and/or agents) to comply with all of the terms of this
Certification, and shall provide each of their contractors (and/or agents) a copy of this
Certification A copy of this Certification shall be included in the construction contract
and available on the fob site at all times If DWR determines that such standards or laws
are not being met (including the failure to sustain a designated or achieved use) or that
State or federal law is being violated, or that further conditions are necessary to assure
compliance, DWR may reevaluate and modify this certification to include conditions
appropriate to assure compliance with such standards and requirements in accordance
with 15A NCAC 2H 0507(d) Before modifying the certification, DWR shall notify PARBEC,
LLC & Pitt County and the US Army Corps of Engineers, provide public notice in accordance
with 15A NCAC 2H 0503 and provide opportunity for public hearing in accordance with
15A NCAC 2H 0504 Any new or revised conditions shall be provided to DWR in writing,

PARBEC, LLC & PITT COUNTY
DWR# 2017-0001
401 AND BUFFER APPROVAL
Page 4 of 5
shall be provided to the United States Army Corps of Engineers for reference in any permit
issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions
of the 404 Permit for the project.
11. Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, any subsequent modifications, the applicant is required to return
the attached certificate of completion to the 401 & Buffer Permitting Unit, NC Division of
Water Resources, 1617 Mail Service Center, Raleigh, NC 27699-1650. [15A NCAC 02H
.0507 (c)]
12. The applicant and/or authorized agent shall provide a completed Certificate of
Completion form to the Division within thirty (30) days of project completion (available
at http://Portal.ncdenr.org/web/wq/swp/ws/401/certsandpermits/apply/forms). [15A
NCAC 02H .0506(b)(5)]
13. Within 60 days of completion of construction, as -built drawings (which can be shown on
an aerial or done as a survey) shall be submitted to both the Division of Water Quality,
401 & Buffer Permitting Unit, 1617 Mail Service Center, Raleigh NC 27699-1617 and to
the Washington Regional Office. [15A NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)(2)
and (c)(2)]
14. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
These Certifications can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a
written petition for an administrative hearing to the Office of Administrative Hearings (hereby known as
OAH). A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH
Clerk's Office at [phone] for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A petition
is considered filed when the original and one (1) copy along with any applicable OAH filing fee is received
in the OAH during normal office hours (Monday through Friday between 8:OOam and S:OOpm, excluding
official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of the petition
along with any applicable OAH filing fee is received by the OAH within five (5) business days following the
faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service: If sending via delivery service (UPS, FedEx,
etc.):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, NC 27699-6714 Raleigh, NC 27609-6285

PARSEC, LLC & PITT COUNTY
DWR# 2017-0001
401 AND BUFFER APPROVAL
Page 5 of 5
One (1) copy of the petition must also be served to DENR:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water and Tar -Pamlico
Buffer Rules. Please contact Chris Pullinger at 252-948-3922 or [e-mail] if you have
any questions or concerns.
Sincerely,
7j".'r
Robert Tankard, Assistant Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Enclosures: GC 3884
Certification of Completion
cc: Kyle Barnes, USACE Washington Regulatory Field Office (via email: [e-mail])
Samir Dumpor, DEMLR WaRO (via email: [e-mail])
Laserfiche
WaRO DWR file copy
Bob Zarzecki, Soil & Environmental Consultants, P.A. (via email: [e-mail])

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MEASURES HAVE BEEN INSTALLED AND INSPECTED BY THE
CITY OF GREENVILLE
2 PRIOR TO BEGINNING STREAM CROSSING COORDINATE THE
TIMING OF THE WORK AND ANY REQUIRED INSPECTIONS WITH
GREENVILLE UTILITIES AND GREENVILLE ENGINEERING (SOIL
AND EROSION)
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MOVE EXCAVATION EQUIPMENT INTO POSITION ON EAST SIDE
OF CREEK COMPLETE SEWER WORK ON EAST SIDE OF
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DIKES STREAM DIVERSION PUMP AND HOSES, DEWATERING
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BETWEEN EXPECTED RAIN EVENTS
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EXCAVATE AND INSTALL SANITARY SEWER PIPE BELOW THE
STREAM BED COORDINATE INSPECTION OF THE SEWER
WITH GREENVILLE UTILITY DEPARTMENT SO THEY CAN
INSPECT THE INSTALLATION IF STREAM CROSSING AND
STABILIZATION IS NOT COMPLETED IN ONE DAY PROVIDE
(ON SITE) PERSONNEL 24 HOURS TO MONITOR AND
MAINTAIN PUMP AND SYSTEM ONCE SEWER IS INSTALLED
WITHIN THE STREAM AREA REMOVE THE TEMPORARY STREAM
PUMP -AROUND, THE TEMPORARY STREAM CROSSING AND
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GREEN-TENSAR ROL.LMAX C350 INSTALL MATTING PER
MANUFACTURES RECOMMENDATIONS
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CIVIL ENGINEERS - LANDSCAPE ARCHITECTS
THE SITE GROUP, PLLC
JOB CODE HTEC
1111 Oberlin Road
DATE 13 JAN 2017
Raleigh, NC 27605-1136 USA
Office 919 835 4787
DRAWING NUMBER
Fax [phone]
C�/
EX q.
E Mail ed®thesitegroup net
I `iF
IMPACT MAPS FOR
HEALING TRANSITIONS
415 GOVERNMENT CIRCLE
GREENVILLE, NORTH CAROLINA

1/2 DIAMETER OF PIPE OR COATIS AGGREGATE EARTH ALL COVERED BY
12' WHICHEVER IS GREATER 6' DEEP LARGE ANDULAR ROCK
FILTER FABRIC �.'.. •.
G1PACIY OF PIPE CULVERTS
;
TOGETHER BARN FULL FLOW EARTH FLLL COVERED BV
ELEVAnON I �LnRa ANGLAfE Roar
COARSE AGGREGATE
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�25• MINIMUM _. _. ._. ,._ _ eW21' MINIMUM—�
TDP OF
STANDARD TEMPORARY STREAM CROSS[NG
TOP OF BARK
EtFES oR0 %
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83
4,FNSC
13P�Li41��17
CaNSR1UCDON SPECIFICATIONS
1, CONSTRUCT 1H TM$tDIMENE �ABARRm6TRcIo OF
SYNETIC FILTER FABRICS. s
2. ENSURE THAT THE HEIGHT OF THE
SEDIMENT FENCE DOES NOT EXCEED 2C
ABOVE THE GROUND SURFACE. (HIGHER
FENCES MAY IMPOUND W UMES OF WATER
SUFFICENT RLL CAUSE FAILURE OF THE
STRUCTURE)
3. CONSRTUCi THE FILTER FABRIC FROM A
CONTINUOUS ROLL CUT TO LENGTH OF THE
BARRIER TO AVOD JOINTS. MEN JONTS ARE
NECE3 ARY,'SECURELY FASTEN THE FILTER
CLOTH ONLY AT A SUPPORT POST WITH 4
FEET MINOUM OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER
FABRIC BY NIKE MESH FASTENED SECURLY
TO THE UPSLOPE SDE OF THE POSTS.
EXTEND THE HIRE MESH SUPPORT TO THE
BOTTOM OF THE TRENCH. FASTEN THE NNE
REINFORCEMENT, THEN FABRIC ON THE
UPSLOPE SDE OF THE FENCE POST. MIRE OR
PLASTIC DP TIES SHOULD HAVE A MIN"
So LB TENSILE STRENGTH.
S. WREN A HIRE MESH SUPPORT FENCE 5
USED,
SPACE POSTS A MAXIMUM OF B
APART. SUPPORT POSTS SHOULD BE DRIVEN
SEC URLY INTO THE GROUND A MINIMUM OF
24'.
6. EXTRA STRENGTH FILTER FABRIC WTH 6'
POST SPACING DOES NOT REOORE ORE
MESH SUPPORT FENCE. SEQURLY FASTEN THE
FILTER FABRIC DIRECTLY TO POSTS. ORE OR
PLASTIC DP TIES SHOULD HAVE MINIMUM SO
LB TENSILE STRENGTH.
T. EXCAVATE A TRENCH APPRO"ATELY C
WOE AND N' DEEP ALONG THE PROPOSED
UNE OF POSTS AND 1PSLOPE FROM THE
BARRIER
e. PLACE 12' OF THE FABRIC ALONG THE
BOTTOM AND THE SDE OF
THE TRENCH.
S. BACXFILL THE TRENCH WTH SOL PLACED
OVER THEFILTER FABRIC ANO COMPACT.
THOROUGH COMPACTON OF THE BACKFILL IS
CRITICAL TO SILT FENCE PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO
FJOS'TING TREES.
NC FIRM #P-0803
1. INSPECT SEDIMENT FENCES AT LEAST
ONCE A WEEK AND AFTER EACH RAINFALL
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2 SHOULD THE FABRIC OF A SEDIMENT
FENCE COLLAPSE. TEM. OECOMPOSE OR
BECOME M- ECTIVE. REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS
NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FGL THE NEXT RNN AND TO
REDUCE PRESSURE ON THE FEND. TAKE
CARE TO AVOD LNDETWIINING THE FENCE
WRING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS AND BRING
THE AREA TO GRADE AND STABILIZE IT
AFTER THE CCNTTBBUTNO DRAINAGE AREA
HAS BEEN PROPERLY STABIUZED.
TEMPORARY SILT FENCE
NTS
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CIVIL ENGINEERS LANDSCAPE ARCHITECTS
THE SITE GROUP, PLLC JOB CODE HTEC
1111 Oberlin Raad DATE 13 JAN 2017
Raleigh, NC 27605-1136 USA DRAWING NUMBER
Office 919 835 4787
Fax [phone] C�/ .0
E Mail ed®thesitegroup net EX U
IMPACT MAPS FOR -
HEALING TRANSITIONS
415 GOVERNMENT CIRCLE
GREENVILLE, NORTH CAROLINA

DETAIL 20B — SUN? PIT
CLEAN ITATER
THE TOP OF THE
STANDPIPE
SM31JLD ExTEND AT LEAST
12' TO 18' ABOVE THE
TOP OF THE PIT OR
ABOVE STANDING WATER
.CE 12' BASE --- _y__T1 1
U-�43 Is 57
DTE BEFORE INSTALLING
MPIPE-
Cptistruetlon Speaifiaations
3' MINIMUM
GROUFID LINE
STANDPIPE SCRAPPED
IN ',J HAROURE
CLOTH AND GEDTEXTFLE
CLASS E
G SIDE SLOPE
(VARIES)
12' - 36' DISINTER
PERFORATED CORREOATED
METAL OR PVC PIPE
r WATERTIG14T CAP OR
PLATE
CLEAN GRAVEL OR
AASRTO M-43 a 57
AGGREGATE FILL
L
TANDARD SYA®OL
®SP
1. Pit diMernians are varlablo. with the RRInIm-n diameter being 2 t,ieas the
stancipipq diamator.
2. The standpipe should be constructed by Perfarating o 12' to 24'
d.+er oorRTpated or PVC Plpo. Then urOpping with Y horduore
cloth and GeotaxtI le Clods E. The DerforotiOns moll be IZ' x 6'
slits or I' WOW - hales.
3. ADose of f71ter material consisting of clean yrarol or aST stone
arm la be Placed In the pit to o depth Of 12'. Attar installing it,9
siandD(De. the Pit surrounding t^Te stafxdips should than) be Oaok4il led with
the soOO; ftlirr material.
4. The stcnap,pe ahWid extend 12' to t8' ObovO the lip of the pit or the
r14ar G"ost elevation Ibosin OOtaterltq only) and the filter elatar 101
sl id extend 3' WinimUD above the antiolpated standing voter elavdtiOu
178.118PARY1>= OF AGRICUIMM PAMZU32LMM =PARTKMT 07 MM
— YnameaeAnwr —mmD _2R_ 2 WAMM b0XA4zbn= AlA
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8303
SCS
4G GRo
CERT NO
F 353 c)
yORJN CAROI���
RgLEIGH NG
T9
STANDARD SYMBOL
DETAIL F-4 FILTER BAG
®FB
PUMP DISCHARGE FILTER BAC e w MIN.
HOSE
SLOPE
FLOW fie► SS MA%
r t^a
MULCH "-I..COMPOST
.ODC.P1 STONE OR STRAW BALES
CONSTRUCTION SPECIFICATIONS
I TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SNILAR DEVICE
2 PLACE FILTER BAG ON SUTABLE BASE (E G MLLCH LEAF/YMOD COMPOST NOODC"S STONE
OR STRAP RALES7LDCATED ON A LEVEL OR 5/ UnXLU/A SLOPING SURFACE DISCHARGE TO A
STABILIZED AREA
3 CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FLTER BAG AS THE BAG
FLLS MOTH SUDA£WT REDUCE PUPPING RATE
4 REMOVE AM PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PLWPING OPERATIONS OR
AFTER BAC HAS REACREO CAPACITY MHICHEVER OCCURS FIRST SPREAD THE DEWATERED
SEDIMENT FROM THE BAG IN AN APPROVED UPLAND AREA AAD STABLUE BY THE END OF THE
BOR( DAY RESTORE THE SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON
REMOVAL OF TIE DEVICE
5 USE NONWOVEN GEOTEXTILE KITH A WXMUM SURFACE AREA OF 225 SQUARE FEET PER SIDE ANO
WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTN THREAD SIZE SLEEVE TO ACCOMMODATE A
MA)awU'A 4 NCH DIAMETER PUMP DISCHARGE HDSE TIC_ RAO MUST BE MANUFACTURED FROM A
NONWDVEN GEOTEXTLE THAT MEETS OR EXCEEDS W`DAMI AVERAGE ROLL VALUS MARV)FOR
TNL FOLLOWING
GRAB TENSILE 250 LB ASTM 0-4632
PONCTIFE 150 LB ASTM B-4833
FLOW RATE 10 GM_/.@I/FTr ASTM 0-4491
PERMITTIVITY t5£C') 12 SECT ASTM D 4491
UV RESISTANCE TO/ STRENGTH a 500 HDJRS ASN D IN
APPARENT OPENING SUE (ADS) CIS -A18 L9a ASTM O -4T51
SEAM STRE.ADTH a0/ ASTM 0-46M
MARILAND STANDARDS AND SPECIFICATIONS FOR SOL EROSION AND SEVAENT CONTROL
YARTLAW OEPARi1EN7 OF ENYNOMFINT
HAttHMALDRPSCRJ fOF CONSERVATION aATM MAHAGEIENT ADIN45MATDM
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