20201929 Ver 1_Buffer Authorization_20210226

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
Chamm, LLC, et al.
ATTN: James 0. Bond, Jr. et al
1696 East Arlington Boulevard
Greenville, North Carolina 27858
NORTH CAROLINA
Environmental Quality
February 26, 2021
DWR # 2020-1929 v1
Pitt County
Subject: AUTHORIZATION CERTIFICATE PER THE TAR-PAMLICO RIPARIAN BUFFER PROTECTION RULES
(15A NCAC 02B .0734) WITH ADDITIONAL CONDITIONS
The Melting Pot Food Hall
Dear Mr. Bond:
You have our approval for the impacts listed below for the purpose described in your application received by the Division
of Water Resources (Division) on December 10, 2020. 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 Authorization Certificate shall expire five (5) years
from the date of this letter.
This approval requires you to comply with the following additional conditions:
The following impacts are hereby approved provided that all of the other specific and general conditions of the Buffer
Rules are met. No other impacts are approved, including incidental impacts [15A NCAC 02B. 073459(8)].
Type of Impact
Amount Approved (units)
Permanent
Amount Approved
(units)
Temporary
Plan location/
Reference Attached
Buffers - Zone 2
B1 (SCM)
1172 ftz (square feet)
0 ftz (square feet)
Drawings 1 and 2
B2 (grading)
0 ftz (square feet)
5,032 ftz (square feet)
2. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non -erosive velocities through the
protected stream buffers and will not re -concentrate before discharging into the stream as identified within 15A NCAC
02B .0734(5) or provide treatment via an approved stormwater BMP meeting the nutrient removal requirements
established within 15A NCAC 02B .0734(a) (1) (2). For this project, diffuse flow can be accomplished through guttering
of all roof drainages and directing their discharge to a point outside the entirety of the riparian buffer.
3. No Waste, Spoil. Solids. or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the
impacts depicted in the Buffer Authorization Application. All forestry operations activities shall be performed so that
no violations of state water quality standards, statutes, or rules occur [15A NCAC 02H .0502 and .0502].
4. 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)
DEQ�� North Carolina Department of Environmental Quality I Division of Water Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
.P... f Envo-o�...., 1ity /� 252.946.6481

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 .0734 (6)]
5. 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 Authorization. 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 Authorization and is responsible for complying with all
conditions. [15A NCAC 02B .0507(d)(2)]
6. This approval and its conditions are final and binding unless contested. {G.S.143-215.5)
This Buffer Authorization 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 8:00am and 5:00pm, 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:
Ifsending via US Postal Service: Ifsending 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
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 the Tar -Pamlico Riparian Buffer Rules as described in 15A NCAC
02B .0734. Please contact Chris Pullinger at 252-948-3918 or [e-mail] if you have any questions or
concerns.
Sincerely,
R-9va Tar•"
Robert Tankard, Assistant Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Igor Palyvoda, Baldwin Design Associates (via e-mail: [e-mail])
James 0. Bond, Jr., Chamm, LLC (via e-mail: [e-mail])
Daniel Wu, Jade Realty, LLC (via e-mail: [e-mail])
Emily Thompson, Washington Regulatory Field Office, USACE (via e-mail)
DWR Laserfiche

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NOTE: THERE WILL BE NO LARGE STOCKPILES AT THIS SITE.
ALL TOPSOIL & SPOIL FROM EXCAVATED AREAS SHALL BE
USED IN. FILL SECTIONS AND TO TOP DRESS AREAS WHERE
STRUCTURAL IMPROVEMENTS WILL NOT BE PLACED.
NOTE: ALL SPOIL FROM EXCAVATION TO BE SPREAD
OUT EVENLY IN A MAXIMUM DEPTH OF 6" IN FILL AREAS
WITHIN THE INDICATED LIMITS OF DISTURBANCE.
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NOTE: NEW BUILDING MUST COMPLY WITH NC FIRE
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CODE SECTION 510 - EMERGENCY RADIO COVERAGE.
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GRADING AND EARTHWORK NOTES
1.
CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.
2.
REFER TO EROSION CONTROL PLAN FOR CONSTRUCTION SEQUENCE REQUIREMENTS, (TO BE
PROVIDED WITH DESIGN DEVELOPMENT DOCUMENTS).
3.
ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION
DOCUMENTS IS A VIOLATION OF EROSION CONTROL ORDINANCES AND IS SUBJECT TO A FINE.
4.
APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED
FROM THE AFFECTED PROPERTY OWNER(S). NEW EROSION CONTROL PLAN WILL BE
REQUIRED IF LIMITS OF DISTURBANCE CHANGE.
5.
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND
BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS, AND SHALL WAIT
FOR INSTRUCTIONS PRIOR TO PROCEEDING.
6.
CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES IN THE FIELD PRIOR TO
BEGINNING CONSTRUCTION.
7.
LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT
AND FILL SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS
8.
ALL ELEVATIONS ARE IN REFERENCE TO THE SITE BENCHMARK. CONTRACTOR SHALL VERIFY
THE BENCHMARK PRIOR TO GROUND BREAKING.
9.
THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN WITHIN ROADWAYS, PARKING
LOTS, AND SIDEWALKS AREAS REFLECT FINISH ELEVATIONS INCLUDING PAVEMENT. REFER
TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE
COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
10.
GRADES SHALL BE ESTABLISHED TO PROVIDE A SMOOTH SURFACE, FREE FROM IRREGULAR
SURFACE CHANGES, GRADING SHALL COMPLY WITH COMPACTION REQUIREMENTS AND
GRADE CROSS SECTIONS, LINES, AND ELEVATIONS INDICATED.
11.
WHERE NO SPOT GRADES ARE INDICATED, THE GRADE SHALL BE ESTABLISHED BASED ON
INTERPOLATION OF THE ELEVATIONS BETWEEN ADJACENT SPOT GRADES WHILE
MAINTAINING APPROPRIATE TRANSITION AT STRUCTURES AND PAVING, AND UNINTERRUPTED
DRAINAGE FLOW INTO INLETS.
12.
CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SUCH THAT RUNOFF WILL DRAIN BY
GRAVITY FLOW ACROSS NEW GRADED AREAS TO NEW OR EXISTING DRAINAGE INLETS, OR
SHEET OVERLOAD.
13.
ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL SLOPE AWAY FROM
BUILDING(S) AT A 2.0% SLOPE MINIMUM.
14.
ALL FILL SHALL BE PLACED IN A MAXIMUM 8-INCH LIFTS AND COMPACTED, ALL FILL WITHIN
LIMITS OF BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED TO A MINIMUM 95% OF
MAXIMUM STANDARD PROCTOR DENSITY.
15.
FILL WITHIN LANDSCAPE AREAS SHALL BE COMPACTED TO MINIMUM 90% OF MAXIMUM
STANDARD PROCTOR DENSITY. MAXIMUM STANDARD PROCTOR DENSITIES SHALL BE
DETERMINED IN ACCORDANCE WITH ASTM D698.
16.
ALL PROJECT SUBGRADE SHALL BE INSPECTED BY THE ENGINEER. IF THE ENGINEER
DETERMINES THAT UNSATISFACTORY SOIL IS PRESENT, THE UNSATISFACTORY MATERIAL
SHALL BE REMOVED AND REPLACED WITH COMPACTED BACKFILL. SUCH ADDITIONAL
AUTHORIZED EXCAVATION SHALL BE PAID FOR ACCORDING TO THE CONTRACT PROVISIONS
FOR UNIT PRICES.
17.
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL FILL AND BACKFILL MATERIAL
WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D698.
SOIL MATERIAL THAT EXCEEDS THE OPTIMUM MOISTURE CONTENT BY 3 PERCENT OR MORE,
AND IS TOO WET TO COMPACT TO THE SPECIFIED DRY UNIT WEIGHT, SHALL BE SCARIFIED
AND AIR DRIED, LIME STABILIZED, OR REMOVED AND REPLACED.
18.
CONTRACTOR SHALL PROVIDE ALL DEWATERING MEASURES NECESSARY, INCLUDING WELL
POINTS, SUMP PUMPS, TEMPORARY SHORING, ETC., TO ENSURE COMPLETION OF STABLE
EXCAVATION AND BACKFILL OPERATIONS. GROUNDWATER SHALL BE MAINTAINED A MINIMUM
OF 2 FT. BELOW THE BOTTOM OF ALL EXCAVATIONS.
19.
CONTRACTOR SHALL CONSULT WITH THE ENGINEER AND PROVIDE ANY AND ALL SHORING
DETERMINED TO BE NECESSARY TO PROTECT EXISTING BUILDING FOUNDATIONS OR OTHER
ADJACENT IMPROVEMENTS.
20.
ALL GRADED OR DISTURBED AREAS BEYOND THE LIMITS OF PAVING, SIDEWALKS, BUILDINGS,
ETC., THAT ARE NOT OTHERWISE LANDSCAPED PER LANDSCAPING PLAN, SHALL BE
STABILIZED WITH A NEW LAWN SEEDED IN ACCORDANCE WITH THE SEEDING
SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN SEEDED AREAS UNTIL A HEALTHY STAND OF
GRASS IS ESTABLISHED.
21.
CONTRACTOR SHALL UNCOVER AND VERIFY THE DEPTH OF ALL UTILITY TIE-IN POINTS PRIOR
TO CONSTRUCTION AND ORDERING OF ANY MATERIALS. IF CONDITIONS ARE ENCOUNTERED
R/W
DIFFERENT FROM DRAWINGS, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY AND
ADJUSTMENTS SHALL BE DETERMINED.
22.
SELECT FILL SHALL BE CLASS III, TYPE 2 SELECT MATERIAL.
551,
PIP 21
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Call 72 Hours Before You Dig!
1-800-632-4949
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG
MEN, ETC., AS NECESSARY TO ENSURE SAFETY OF THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE PLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION, OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT.
4., SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 PART 1926, SUBPART, OR AS AMENDED.
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STANDARD NUMBER 614.01.
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W Q�ry d 64.80 Bc �N�C�i,'i BOOK 2705, PAGE 470 OF THE PITT COUNTY REGISTER OF DEEDS
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EX. TRAFFIC II v I o F Es s GREENVILLE, WINTERVILLE TOWNSHIP, PITT COUNTY, N.C.
SIGNAL BOX Q I ?ate y
VAS ° I I >' o -' °- = : = JADE REALTY LLC
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00 �p NOTE: A SURVEY FOR THE AS -BUILT PLANS MUST BE COMPLETED BY A LAND SURVEYOR REGISTERED IN THE STATE OF NORTH CAROLINA � % 2 -. ADDRESS; TOO /� SOUTH MEMORIAL DRIVE
J �- I AND CONFIRMED THE AS -BUILT PLAN MEETS THE DESIGN REQUIREMENTS BY A PROFESSIONAL ENGINEER REGISTERED ►N THE STATE OF �,,,
00 m - - NORTH CAROLINA. THE SURVEY SHALL INCLUDE REQUIRED AND AS -BUILT ELEVATIONS OF THE WETLAND SWALE BOTTOM, INLET GRATE AND '���G�''�.i�A G 1 N EE` o` �r��.` GREENVILLE, NC 27834
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DIMENSIONS, TOP OF GRATE, OUTLET PIPE INVERTS AND RIM ELEVATION FOR THE WETLAND SWALE PERIMETER. TWO SEALED, SIGNED AND i, R ��
I P Y PHONE: [phone]
I� I = 0 Lo Q DATED COPIES MUST BE SUBMITTED TO THE CITY OF GREENVILLE ENGINEERING DIVISION FOR REVIEW AND APPROVAL PRIOR TO FINAL 7��/I�/ A I�\�\
z I I CERTIFICATE OF OCCUPANCY. n CLICENSE# DESIGNED`. IP APPROVED: IP
Baldwin Desig-3498
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ENGINEERING - SURVEIING - PLANNING
1700-D EAST ARLINGTON BOULEVARD CHECKED: IP SCALE: 1" = 30'
GREENVILLE, NC 27858 252.756.1390

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NORTH
MAINTENANCE PLAN
MB 52, PG 5
FREQUENCY - INSPECTION ACTIVITIES
AFTER CONSTRUCTION
- INSPECT AFTER SEVERAL STORM EVENTS FOR BANK STABILITY, VEGETATION GROWTH, DRAINAGE
SYSTEM FUNCTIONING, AND STRUCTURAL DAMAGE.
SEMI-ANNUAL INSPECTION
- INSPECT FOR INVASIVE VEGETATION, DIFFERENTIAL SETTLEMENT, CRACKING; EROSION, LEAKAGE, OR
TREE GROWTH ON THE EMBANKMENT; THE CONDITION OF THE RIPRAP IN THE INLET AND THE OUTLET,
AND PILOT CHANNELS; SEDIMENT ACCUMULATION IN THE SWALE; CLOGGING OF OUTLET; AND THE VIGOR
AND DENSITY OF THE VEGETATION ON THE SIDE SLOPES AND FLOOR. CORRECT OBSERVED PROBLEMS
AS NECESSARY.
-NOTE SIGNS OF HYDROCARBON BUILDUP SUCH AS FLOATING OIL ON WATER SURFACE.
-INSPECT FOR DAMAGE TO THE EMBANKMENT AND INLET/OUTLET STRUCTURES. REPAIR AS NECESSARY.
-MONITOR FOR SEDIMENT ACCUMULATION IN THE FACILITY.
-EXAMINE INLET AND OUTLET DEVICES TO ENSURE THEY ARE FREE OF DEBRIS AND ARE OPERATIONAL.
FREQUENCY - MAINTENANCE ACTIVITIES
FREQUENT (3 TO 4 TIMES PER YEAR)
-CLEAN AND REMOVE DEBRIS FROM INLET AND OUTLET STRUCTURES.
-MOW SIDE SLOPES AND REMOVE GRASS CLIPPINGS. REMOVE LITTER AND DEBRIS FROM BANKS, SWALE
BOTTOM, TRASH RACKS, OUTLET STRUCTURES, AND VALVES AS REQUIRED.
ANNUAL MAINTENANCE (IF NEEDED)
-REMOVE NUISANCE PLANT SPECIES.
-HARVEST PLANT SPECIES IF VEGETATION BECOMES TOO THICK CAUSING FLOW BACKUP AND FLOODING.
MORE FREQUENT PLANT HARVESTING MAY BE REQUIRED BY LOCAL VECTOR CONTROL AGENCIES.
-FERTILIZE NEW VEGETATION ONE TIME ONLY. THE OWNER SHALL NOT FERTILIZE VEGETATION AFTER THE
INITIAL OCCURRENCE.
-MONITOR SEDIMENT ACCUMULATIONS, AND REMOVE SEDIMENT WHEN THE ACCUMULATED SEDIMENT
VOLUME EXCEEDS 10-20% OF THE SWALE VOLUME, PLANTS ARE "CHOKED" WITH SEDIMENT, OR THE
WETLAND SWALE BECOMES EUTROPHIC. IT IS SUGGESTED THAT THE MAIN AREA BE CLEANED ONE HALF
AT A TIME WITH AT LEAST ONE GROWING SEASON IN BETWEEN CLEANINGS. THIS WILL HELP TO PRESERVE
THE VEGETATION AND ENABLE THE WETLAND SWALE TO RECOVER MORE QUICKLY FROM THE CLEANING.
SEEDING AND MULCHING SCHEDULE PER ACRE THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF
APPLICATION OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW. DURING PERIODS OF
OVERLAPPING DATES, THE KIND OF SEED TO BE USED SHALL BE DETERMINED BY THE ENGINEER.
LIME 2 Tons per Acre
10-10-20 1,000 LB per Acre
0-20-0 500 Lb per Acre
STRAW MULCH 2 TONS/AC (AFTER SEEDING)
ASPHALT TACK 200 GAL/TON OF MULCH
JANUARY 1-DECEMBER31
50# Tall Fescue
54 Centipede
50# Pensacola Bahiagrass
500# Fertilizer
4000# Limestone
SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS:
JANUARY 1-DECEMBER 31
75# Tall Fescue
50# Centipede
500# Fertilizer
4000# Limestone
TEMPORARY SEEDING
"COOL SEASON" PLANTED BETWEEN 15 AUGUST AND 15 APRIL
120# RYE GRAIN (NO RYE GRASS)
WETLAND SWALE CONSTRUCT/ON SCHEDULE:
1. CLEAR AND GRUB WETLAND SWALE AREA.
2. EXCAVATE STORMWATER WETLAND SWALE AREA TO ROUGH ELEVATION AND SPREAD OUT EXCAVATED TOPSOIL
EVENLY IN A MAXIMUM DEPTH OF 6" IN FILL AREAS WITHIN THE INDICATED LIMITS OF DISTURBANCE.
3. INSTALL EROSION CONTROL MEASURES TO STABILIZE WETLAND SWALE AREA.
4. INSTALL OUTLET CONTROL STRUCTURE.
5. WHEN SITE HAS BEEN STABILIZED WITH TEMPORARY SEEDING, CABC AND CURB AND GUTTER, CLEAN SEDIMENT
OUT OF WETLAND SWALE AND PREPARE SWALE FOR PLANTING.
6. UPON COMPLETION OF FINE GRADING, CONTACT THE CITY OF GREENVILLE ENGINEERING DEPARTMENT FOR AN
SCM INSPECTION PRIOR TO AS -BUILT DRAWINGS.
7. PERMANENT SEED BANKS AND SLOPES OF BERM AND WETLAND SWALE AREA.
PED
LE
2'-3' MIN. EMBEDMENT
_ V-NOTCH
-1 III 12" WEIR I (€ IiIIII�I=II
':Illl II ►, [I1=Illy
c
Z
Ih`
I�1I I EARTHEN
CHECK DAM
VARIES
EARTHEN CHECK DAM DETAL
(N.T.S.)
PVC VENT PIPE PVC VENT PIPE
PVC PIPE
PVC ELBOW
UHLVANIZED BAR GRATE (TYP.)
WATER SURFACE
8" BLOCK WALL
PVC TEE END CAP
� �
LU co O °°° PVC ELBOW PVC PIPE PVC TEE
SWALE DETAIL VIEW °=LL °°° (TYP.)
PVC TEE
SCALE: 1 "= 20' a a ! END CAP
s'
ELEVATION VIEW PVC VENT PIPE ARM ASSEMBLY
B END CAP PVC PIPE ARM ASSEMBLY
NOTES: PVC PIPE
---12' 1. MORTAR JOINTS 1/2" + 1/8" THICK CLASS'AN CONCRETE TO BE USED ARM ASSEMBLY
PLAN VIEW 2. THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. PVC PIPE
2" PVC FAIRCLOTH TEMPORARY HORSESHOE 3. METAL STEPS TO BE PROVIDED @ V-211t ON CENTER.
OUTLET CONTROL STRUCTURE SKIMMER W/1.6" ROCK CHECK DAM 4. SOLID CONCRETE BLOCK MAY BE USED IN LIEU OF CLAY BRICK, JUMBO BLOCK
DIAMETER ORIFICE WILL BE PERMITTED.
FLEXIBLE PIPE
SLOPE: 3 (REMOVE AT END OF
�1 WATER PROJECT) END VIEW BOTTOM SURFACE
5'-4"
SURFACE TOP ELEV. 63.00 -_ 64" _ _ 4,4„ ISOMETRIC VIEW SIDE VIEW
•• o 0 0 0
SLOW 18" ADS HP STORM ', _ 4f_Of,
#57 STONE V-6° 1' ALUMINUM OR HOT DIPPED
6' 1' o 0 0 0 0 0 GALVANIZED BAR GRATE
TRASH GRATE
• 4' ( 2.5"x 2.5" HOT DIPPED NOTE: ALL PIPE PVC SCHEDULE 40
TOP OF GRATE 63.00
xX 2 1 �� -'� GALVANIZED ANGLE TEMPORARY FAIRCLOTH SKIMMER DEWATERING DEVICE
0 0 0 0 0 0 0 4 PLACES (TYP.)
(N.T.S.)
2.5"x 2.5" HOT DIPPED RUM
CLASS B STONE PAD 8 BLOCK WALL
BOTTOM OF TEMPORARY SEDIMENT BASIN i GALVANIZED ANGLE
(4'x4'x1' MIN.) AT OVER -EXCAVATION ELEVATION 58.00 �� 4 PLACES (TYP.)
18" WEIR ELEV. 61.50 � � 18" WEIR ELEV. 61.50
TEMPORARY HORSESHOE ROCK DAM ' 1 PROPOSED18" SHEET 5 OF8
i I ADS HP STORM � 0'-8" �
8" BLOCK WALL --FLOW 6" PVC 6"x6" TEE WITH THREADED CAP WETLAND SWALE DETAILS
(N.T.S.)
ST'fs�S ) - 4„ PVC INV. 60.50
--- -
18„ ADS HPSTORMINV.59.92 THE MELTING POT FOOD HALL.
�x `�:„ �,; ,�',r. •, ,.: �. ,,.. f,.' 1-6" MIN. 0 6
® '
, REVISED: 12-08-2020 (DESIGNER COMMENTS)(NRW)
N 0:6" PVC .,. #4 DOWELS `'' ADDED SPOT ELEVATION
.�., ` ; @ 12" O.C.LOT 28, FIRE TOWER COMMERCIAL PARK
SUPPORT ROPE
REVISED O.C.S. DETAIL
Call 72 Hours Before You Dig! -
1-800-632-4949
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ENSURING THAT ALL EXISTING
UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING
FLAG MEN, ETC., AS NECESSARY TO ENSURE SAFETY OF THE
PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
PLACED ACCORDING TO THE STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION, OR LOCAL
JURISDICTION, WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS, 29 PART 1926, SUBPART, OR AS AMENDED.
`SUPPORT POST
24' INTO BOTTOM
OR SIDE (TYP.)
POROUS BAFFLE
(N.T.S.)
LOCK WALL
STAINLESS STEEL BOLT
-H NUT & WASHER (TYP.)
ALUMINUM OR HOT DIPPED
SCM EASEMENT DETAIL
SCALE: 1 "= 30'
1/2" NUT & 112" BOLT
2 WASHER
BAR GRATE
2.5"x 2.5" HOT DIP
GALVANIZED ANG
4 PLACES (TYP.)
1/2" GALVANIZED WEDGE
ANCHOR WITH 1 1/2" 8" BLOCK WALL
EMBEDMENT @ 12" O.C.
DETAIL VIEW
WIRE TO '• .
tEVENT SAGGING STAKE TO e.Y . ::z' :,'• :,.. is ;' I I -I i I -
REFERENCE: BEING A PORTION OF THE PROPERTY DESCRIBED IN DEED
III -
SUPPORT WIRE " BOTTOM 59.00 0'-6° I I=) I=1 (=1
I�III I�I BOOK 2705, PAGE 470 OF THE PITT COUNTY REGISTER OF DEEDS
8" CONCRETE SLAB 0'-3" 8" CONCRETE SLAB I I II
COVER III-I�i- `` ��`NIIIII"'R/1/,� GREENVILLE, WINTERVILLE TOWNSHIP, PITT COUNTY, N.C.
�,=1 /
0' 6 n 0,_8" n p ` �����„E S'� ' O
#4 BAR MIN. ; _, o DEVELOPER: JADE REALTY, LLC
@ 12° O.C. SEAL ADDRESS: 700 A SOUTH MEMORIAL DRIVE
BOTH WAYS SECTION A -A FILL O.C.S. WITH SECTION
COIR MESH OR APPROVED EQUAL, 3,000 psi CONCRETE B-B g 43249 GREENVILLE, NC27834
STAPLED OR TRENCH INTO UP TO INVERT OF 18" ADS HP STORM 2 � PHONE: [phone]
BOTTOM AND SIDES SET RISER ON 12" THICK 0'iFHG I N E�
3/4" STONE BASE LEVELING PAD �Z �0�'�pA'�Y% ��0 `\ DESIGNED: IP APPROVED: IP
��N • • LICENSE#
Baldwin Design C-3498
OUTLET CONTROL STRUCTURE Consultants, Ply DRAWN: NRVV DATE: 12/04/2020
(N.T.S.) ENGINEERING - SURVEYING - PLANNING
1700-D EAST ARLINGTON BOULEVARD CHECKED: IP SCALE: AS SHOWN
GREENVILLE, NC 27858 252.756.1390

NORTH CAROLINA
ROY COOPER Environmental Quality
Governor
MICHAEL S. RECAN
secretary
LINDA CULPEPPER
Interim Director
DWQ Project No.: _
Applicant:
Project Name:
Date of Issuance of Wetland
County:
Upon completion of all work approved within the 401 Water Quality Certification and/or Buffer Rules, and any subsequent
modifications, the applicant is required to return this certificate to the 401 & Buffer Permitting Unit, North Carolina Division of
Water Resources, 1617 Mail Service Center, Raleigh, NC, 27699-1617. This form may be returned to DWR by the applicant, the
applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, hereby state that, to the best of my abilities, due care and diligence was used in
the observation of the construction such that the construction was observed to be built within substantial compliance and intent
of the 401 Water Quality Certification and/or Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature: Date:
Agent's Certification
I, hereby state that, to the best of my abilities, due care and diligence was used in
the observation of the construction such that the construction was observed to be built within substantial compliance and intent
of the 401 Water Quality Certification and /or Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature: Date:
If this project was designed by a Certified Professional
I, as a duly registered Professional (i.e., Engineer, Landscape
Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the
construction of the project, for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance and intent of
the 401 Water Quality Certification and/or Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature:
Registration No. Date
North Carolina Department of Environmental Quality IDivision of Water Resources - Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889
252-946-6481