20201036 Ver 1_Gumbo Draft Proj Doc 7.16.20_20200811

CONTRACT DOCUMENTS

EMERGENCY WATERHSED PROTECTION
GUMBO BRANCH CHANNEL CLEARING

TOWN OF ST. PAULS

ROBESON COUNTY, NORTH CAROLINA

MICHAEL A. HANSON, PE, LEED AP

5 Regional Circle
Suite A
Pinehurst, NC 28374
910.295.3159
Firm License No.: #C-0459
JUNE, 2020

PROJECT NO. 19.04029
TOWN OF ST. PAULS, NC
EWP GUMBO BR. CHANNEL CLEARING
ADVERTISEMENT FOR BIDS
MODIFIED INSTRUCTIONS TO BIDDERS FOR CONSTRUCTION
CONTRACTS (EJCDC Form C-200)
BID FORM (EJCDC Form C-410)
BID BOND (EJCDC Form C-430)
NOTICE OF AWARD (EJCDC Form C-510)
MODIFIED AGREEMENT BETWEEN OWNER AND CONTRACTOR
(EJCDC Form C-520)
PERFORMANCE BOND (EJCDC Form C-610)
PAYMENT BOND (EJCDC Form C-615)
INSURANCE CERTIFICATES
CERTIFICATE OF OWNER'S ATTORNEY
NOTICE TO PROCEED (EJCDC Form C-550)
MODIFIED STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT (EJCDC Form C-700)
SUPPLEMENTARY CONDITIONS (EJCDC Form C-800)
NC ONE CALL NOTIFICATION
CONTRACTOR'S APPLICATION FOR PAYMENT (EJCDC Form C-620)
WORK CHANGE DIRECTIVE (EJCDC Form C-940)
CHANGE ORDER (EJCDC Form C-941)
FIELD ORDER (EJCDC Form C-942)
CERTIFICATE OF SUBSTANTIAL COMPLETION (EJCDC Form C-625)
QUALIFICATION STATEMENT (EJCDC Form C-451)
011000 SUMMARY
012100 ALLOWANCES
012200 UNIT PRICES
012300 ALTERNATES
012500 SUBSTITUTION PROCEDURES
012600 CONTRACT MODIFICATION PROCEDURES
012900 PAYMENT PROCEDURES
013000 MEASUREMENT AND PAYMENT
013100 PROJECT MANAGEMENT AND COORDINATION
013200 CONSTRUCTION PROGRESS DOCUMENTATION
013233 PHOTOGRAPHIC DOCUMENTATION
013300 SUBMITTAL PROCEDURES
014000 QUALITY REQUIREMENTS
014200 REFERENCES
015000 TEMPORARY FACILITIES AND CONTROLS
015639 TEMPORARY TREE AND PLANT PROTECTION
016000 PRODUCT REQUIREMENTS
DIVISION 00 - BIDDING AND CONTRACT REQUIREMENTS
TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
JUNE 2020 TOC-1 PROJECT #: 19.04029
TOWN OF ST. PAULS, NC
EWP GUMBO BR. CHANNEL CLEARING
017000 EXECUTION REQUIREMENTS
017419 CONSTRUCTION WASTE MANAGEMENT
017700 CLOSEOUT PROCEDURES
017823 OPERATION AND MAINTENANCE DATA
017839 PROJECT RECORD DOCUMENTS
017900 DEMONSTRATION AND TRAINING
019113 GENERAL COMMISSIONING REQUIREMENTS
013200 TREE/SHRUB PRUNING
013300 CLEAN-UP
013400 CLEARING & SNAGGING
311000 SITE CLEARING
312000 EARTH MOVING
312271 RIP RAP
312319 DEWATERING
DIVISION 31 - EARTHWORK
DIVISION 13 - SPECIAL CONSTRUCTION
JUNE 2020 TOC-2 PROJECT #: 19.04029
TOWN OF ST. PAULS, NC
EWP GUMBO BR. CHANNEL CLEARING
322905 RESTORATION OF SURFACES
323113 FENCING
329200 TURF AND GRASSES
329300 PLANTS
JUNE 2020 TOC-3 PROJECT #: 19.04029
Town of St Pauls, NC
Emergency Watershed Protection
Gumbo Branch Channel Clearing

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General Construction Notes
1. No design survey is available for this project. All designated project locations are shown based 
on the GIS maps included in the Bid Document. Specific coordinates associated with each 
project component have not been established to standard survey accuracy and may need 
further clarification in the field.   
2. No burning is allowed in this project. 
3. Use caution during installation, several cultural resources sites are recorded in the vicinity. Be 
aware of the possibility of partially or totally buried cultural resources such as prehistoric canoes 
and historic boats or boat landings. If cultural resources are discovered inside the area of 
potential effect, stop all activities that may disturb the cultural resource and contact the NRCS 
cultural resources specialist, Jim Errante at 803‐331‐4626 as soon as possible. 
4. All debris derived from the project shall be removed from the site and disposed of at an 
approved upland disposal site unless specifically noted on the plans. 
5. The Points of Access (POA) shown were determined by the engineer based on initial site 
reconnaissance and coordination with property owners.  The Contractor is responsible for 
making final arrangements with property owners and/or residents for all access points. Should 
the Contractor opt to utilize alternate Points of Access (POA), coordination with the property 
owners and/or residents of these parcels and any associated costs are the sole responsibility of 
the Contractor. Contractor shall notify the Town of intent to utilize additional/alternate Points 
of Access. 
6. Stockpiling and staging of equipment and materials shall be confined to the easements 
designated as POA and within public rights‐of‐way as allowed by the Town and NCDOT and 
provided for within the approved Traffic Control Plan provided by the Contractor. The 
contractor shall arrange for and bear all costs associated with additional stockpiling or staging 
areas not provided herein. 
7. There are 3 types of activities anticipated for this project which are generally described below: 
a. Type 1 (Clear and Snag)– Contractor will establish a point of access (POA) in the 
designated easement, contractor will trim existing vegetation within the easement to 
ground level as necessary to access points of interest (POI) except within jurisdictional 
wetlands and streams, Contractor shall utilize necessary equipment and manpower to 
remove POI and clear and snag the channel within the project segment, contractor shall 
haul and dispose of all debris and vegetation at an approved upland disposal  site, 
Contractor shall restore all disturbed areas. 
b. Type 2 (Selective Removal) ‐ Contractor will establish a point of access (POA) in the 
designated easement, contractor will trim existing vegetation within the easement to 
ground level as necessary to access points of interest (POI) except within jurisdictional 
wetlands and streams, Contractor shall selectively fell and/or remove the POI with 
minimal impacts to surrounding vegetation, contractor shall haul and dispose of all 
debris and vegetation at an approved upland disposal  site, Contractor shall restore all 
disturbed areas. 
Town of St Pauls, NC
Emergency Watershed Protection
Gumbo Branch Channel Clearing

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c. Type 3 (Felling and Side Casting) ‐ Contractor will only use small, low impact equipment 
and hand tools, Contractor will establish a point of access (POA) in the designated 
easement, Contractor will trim existing vegetation within the easement to ground level 
only as necessary to allow entry of small, low impact equipment to access points of 
interest (POI) except within jurisdictional wetlands and streams, Contractor shall fell the 
POI with minimal impacts to surrounding vegetation, contractor shall cut POI to a size 
that can be manually side cast in the overbank area, Contractor shall restore all 
disturbed areas. 
8. Tree protection shall be installed based on field coordination and as directed by the Town. 
9. Inlet protection shall be installed on all inlets within 500 LF of construction activities.  
10. Silt fence shall be placed at the beginning and end of each segment, along the perimeter of all 
disturbed areas and at the perimeter of all jurisdictional streams or wetland areas as designated 
on the plans.  All silt fence shall be removed after site stabilization has been approved by the 
Town. 
11. The contractor shall not grub any riparian wetlands areas within the project.  All disturbances to 
wetland areas shall be stabilized with native seed. 
12. Due to the limited access area and the minimal land disturbance from the proposed activities 
Construction Entrances will not be installed.  The contractor shall be responsible for removal of 
soils tracked off site on to public rights of way as directed by the Town. 
13. All POA shall have before and after photographs provided by the contractor.  The contractor 
shall restore all disturbed areas to equal or better condition as approved by the Town. 
14. Certain points of interest (POI) in this project may require stump removal by grinding or 
extraction.  The contractor shall minimize the removal soil during these operations.  If grinding is 
performed all wood chips and debris shall be removed.  The site shall be restored with like soil 
to match adjacent grade and stabilized per the plans.     
Town of St Pauls, NC
Emergency Watershed Protection
Gumbo Branch Channel Clearing

1

General Erosion Control Notes

1. All soil erosion control measures required by the grading plan shall be performed prior to
grading, clearing or grubbing. To the extent practical, silt fences shall be placed 10 feet from
the limits of disturbance to avoid damage during operation of equipment.

2. Unless otherwise stated, all fill areas shall be constructed in layers of not more than 8
inches in loose depth for material compacted by heavy compaction equipment, and not
more than 4 inches in loose depth for material compacted by hand-operated tampers, with
water added or soil conditioned to the optimum moisture content as determined by the
engineer and compacted to a compaction equal to or greater than 95% (100% in the top 2'
of the sub grade below roadways and parking lots) of the density obtained by compacting a
sample of the material in accordance with the standard proctor method of moisture-density
relationship test, ASTM D698 or AASHTO-99 unless specified in other specifications.

3. Entire area to be graded shall be cleared and grubbed. No fill shall be placed on any area
not cleared and grubbed.

4. All erosion control devices such as silt fences, etc., shall be maintained in workable
condition for the life of the project and shall be removed at the completion of the project only
on the engineer's approval. If during the life of the project, a storm causes soil erosion which
changes finish grades or creates "gullies" and "washed areas", these shall be repaired at no
extra cost, and all silt washed off of the project site onto adjacent property shall be removed
as directed by the engineer at no extra cost. The contractor shall adhere to any approved
erosion control plans whether indicated in the construction plans or under separate cover.

5. Disposable material
a. Clearing and grubbing wastes shall be removed from the site and properly disposed
of by the contractor at his expense, unless specified otherwise.
b. Solid wastes to be removed, such as sidewalks, curbs, pavement, etc., must be
placed in specific disposal areas delineated on the plans or removed from the site as
required by the specifications. This material shall have a minimum cover of 2'. The
contractor shall maintain specified compaction requirements in these areas. When
disposal sites are not provided, the contractor shall remove this waste from the site
and properly dispose of it at his expense.
c. Abandoned utilities such as culverts, water pipe, hydrants, castings, pipe
appurtenances, utility poles, etc., shall be the property of the specific utility agency,
or company having jurisdiction. Before the contractor can remove, destroy, salvage,
reuse, sell or store for his own use any abandoned utility, he must present to the
owner written permission from the utility involved.
d. If on site burning is an acceptable method of disposing of flammable wastes and
when burning is anticipated, the contractor shall be responsible for obtaining all
necessary permits and meeting governing codes. The contractor shall notify the
engineer or his representative as to the specific location of burning. After burning is
completed, pure ash may be disposed of by mixing with fill dirt. All material not totally
Town of St Pauls, NC
Emergency Watershed Protection
Gumbo Branch Channel Clearing

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burned shall be disposed of as specified in "b" above. The contractor shall not hold
up work progress for the purpose of waiting for a "burning day".

6. The contractor shall control all "dust" by periodic watering and shall provide access at all
times for property owners within the project area and for emergency vehicles. All open
ditches and hazardous areas shall be clearly marked in accordance with applicable laws
and the specifications.

7. All upland areas where there is exposed dirt shall be seeded, fertilized and mulched
according to the specifications. The finished surface shall be to grade and smooth, free of all
rocks larger than 3", equipment tracks, dirt clods, bumps, ridges and gouges prior to
seeding; the surface shall be loosened to a depth of ±4"-6" to accept seed. The contractor
shall not proceed with seeding operations without first obtaining the engineer's approval of
the graded surface. All seeding shall be performed by a mechanical "hydro-seeder". Hand
seeding shall be authorized on an area by area approval by the engineer.
Town of St Pauls, NC
Emergency Watershed Protection
Gumbo Branch Channel Clearing

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North Carolina Land Quality Section Erosion Control Notes

General: all erosion control measures are to be performed in strict accordance with
requirements of the North Carolina Department of Environmental Quality (NCDEQ), Division of
Energy, Mineral, and Land Resources (DEMLR), Land Quality Section. The following
construction sequence shall be complied with for all work.
1. Prior to beginning work on the project, the contractor shall obtain from the owner a copy of
the "erosion and sediment control approval" from the North Carolina Department of
Environmental Quality (NCDEQ). Division of Energy, Mineral, and Land Resources
(DEMLR), Division of Land Quality, or the local authorized program. The approval notice
must be available on-site during all grading and construction activities.

2. Install all erosion control measures as required by the North Carolina Department of
Environmental Quality, Division of Energy, Mineral, and Land Resources, Land Quality
Section.
Note: all utility installation within 25' of a river or stream bank shall be installed per
stream protection during excavation detail. Native seeding and mulching shall be
completed daily in areas noted as stream protection areas. Silt fence in these areas
shall not be installed closer than 5' from creek bank unless field conditions prevent
sufficient clearance. All silt fences shall be inspected and cleaned as needed after each
rain.
3. Obtain certificate of compliance through on-site inspection by a representative of the North
Carolina Department of Environmental Quality, Division of Energy, Mineral, and Land
Resources, Land Quality Section.

4. Construction shall be limited to 2000' of contiguous road corridor until all cuts, fills, and
ditches are stabilized for that 2000' section. Upon stabilization of that section another 2000'
section can be constructed and stabilized.
5. All stream crossings and perennial streams will be aligned with the natural stream patterns
above and below the proposed road. Arch culverts will be used, and footers will be
constructed in undisturbed banks away from the stream flow.

6. Proceed with grading, clearing and grubbing. Note: no off-site disposal of material is allowed
unless the disposal site has an approved erosion control plan.

7. Seed and place erosion control matting on all upland cut and fill slopes that are not rock
immediately upon completion of slope stabilization.

8. All temporary stream and creek crossings for equipment during construction shall be made
using temporary bridges. No stream bank or stream bed disturbance shall be allowed for
equipment crossings.

Town of St Pauls, NC
Emergency Watershed Protection
Gumbo Branch Channel Clearing

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9. Seed and mulch denuded area within time frame specified (see table). Seed and soil
amendments shall be placed on a prepared seedbed at the following rates per acre. Straw
mulch shall be tacked with tacking agent applied by hydroseeder.

Lime 4,000 Lbs
Fertilizer (10-10-10) 1,000 Lbs
Ky-31 Fescue (Poa Pratensis) 100 Lbs (Mowed and Maintained Areas Only)
Or
Creeping Red Fescue 100 Lbs (Natural Areas and Streambanks)
Straw Mulch 60-80 Bales
For Summer Seeding Add To The Above:
German Millet (Setaria Italica) 40 Lbs
Small-Stemmed Sudan Grass (Sorghum Bicolor) 50 Lbs
For Winter Seeding Add To The Above:
Rye Grain (Secale Cereale) 120 Lbs
If hydroseeding, wood cellulose may be used in addition to straw mulch at the rate of 1,000 lbs
per acre.
All seeding shall be maintained, watered etc.., until a permanent vegetative ground cover is
established over all disturbed areas. For all slopes 2:1 or steeper add to the above:
Purge Live Seed Switchgrass 4 Lbs
Browntop Millet or Pearl Millet (Pennisetum Glaucum) 8 Lbs
Grain Sorghum (Sorghum Bicolor (L.) Moench Ssp. Bicolor) 2 Lbs
All slopes 2:1 or steeper shall be covered by erosion control matting.
Native Seeding
The Correct Seedbed pH IS 5.5 TO 6.5.
Apply zero nitrogen at planting.
Incorporate soil amendments into topsoil/root zone before seeding.
Firm seedbed before seeding (travel with dozer cleats).
Seeding depth for all native ssp. Except E.Gamagrass (tripsacum dactyloides) need to be 1/4" -
1/2". Greater depths cause high seed mortality.
Specialized seeding implements are required. Seed mixes and rates to match seeder used. A
no-till, drop seeder or broadcaster with precision metering to control small seed flow and picker
wheel agitators to handle fluffy seed are best suited for native seed.
Town of St Pauls, NC
Emergency Watershed Protection
Gumbo Branch Channel Clearing

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Native Plant Seeding Mx for Wetland, Stream, or Riverbank Stabilization
1. Seeding for stream or riverbank stabilization shall be a mixture of native grasses, plants,
and trees. Native plant mix shall include the following:
Grasses - Big Bluestem (Andropogon Gerardii), Indian Grass (Sorghastrum Nutans), Little
Bluestem (Schizachyrium Scoparium), Switchgrass (Panicum Virgatum). 15 Lbs/Acre
Each August Thru May - Greenrye (Secale Cereale) 25 Lbs/Acre Each
May 1 Thru August - Millet (Pennisetum Glaucum) 25 Lbs/Acre Each
2. Trees - Silky Dogwood (Cornus Amomum), Silky Willow (Salix Sericea), Hazel Alder (Alnus
Serrulata) and Elderberry (Sambuus Canadensis)

3. Native plant mix variations shall be approved by engineer. No fertilizer shall be used within
10' of top of stream or riverbank.

4. Maintain soil erosion control measures until permanent ground cover is established. Use
fully biodegradable matting.

5. Request final approval by the North Carolina Department of Environmental Quality, Division
of Energy, Mineral, And Land Resources, Land Quality Section.

6. Remove soil erosion control measures and stabilize these areas.

Temporary Seeding Specification
Seeding Mixture:
Species Rate (lb/acre)
RYE (Grain) 120
Seeding Dates: Aug 15 to Dec 30
Soil Amendments: Follow recommendations of soil tests or apply 2000 lb/ac ground agricultural
limestone and, 750 lb/ac 10-10-10 fertilizer.
Mulch: Apply 4000lb/ac straw. Anchor straw by tacking w/ asphalt, netting, or a mulch anchoring
tool. A disk w/ blades ser nearly straight can be used as a mulch anchoring tool.
Maintenance: Re-fertilize if growth is not fully adequate, re-seed, re-fertilize and mulch
immediately following erosion or other damage.

Cut/Fill Slopes Seeding Specifications – Steeper than 3:1
Seeding Mixture:
Species Rate (lb/acre)
Town of St Pauls, NC
Emergency Watershed Protection
Gumbo Branch Channel Clearing

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Tall Fescue 100
Switchgrass and Partridge Pea Mix 30
Nurse Plants: Between May 1 and Aug 15, add 10lb/ac German Millet or 15 lb/ac Sudangrass.
Prior to May 1 or after Aug 15, add 40 lb/ac Rye (Grain). It may be beneficial to plant the
grasses in late summer.
Seeding Dates:
Best Possible
Aug 25 - Sept 15 Aug 20 - Oct 25
Feb 15 - Mar 20 Feb 1 - April 15
Soil Amendments: Apply lime and fertilizer according to soil test results, or apply 4000 lb/ac
ground agricultural limestone and 750 lb/ac 10-10-10 fertilizer.
Mulch: Apply 4000 lb/ac grain straw or equivalent cover of another suitable mulching material,
anchor mulch by tacking w/ asphalt, roving or netting, netting is the preferred anchoring method
on steep slopes.
Maintenance: Mow no more than once a year, re-fertilize in the second year unless growth is
fully adequate. Re-seed, re-fertilize, re-mulch damaged areas immediately.

Ditch/Open Area Permanent Seeding Specification
Seeding Mixture:
Species Rate (lb/ac)
Tall Fescue 250 (6 lb/1000 sq ft)
Nurse Plants: Between May 1 and Aug 15, add 10 lb/ac German Millet or 15 lb/ac Sudangrass.
Prior to May 1 or after Aug 15, add 40 lb/ac Rye (Grain).
Soil Amendments: Apply lime and fertilize according to soil test results, or apply 4000 lb/ac
ground agricultural limestone and 750 lb/ac 10-10-10 fertilizer.
Mulch: Use channel lining material to cover the bottom of ditches. The lining should extend
above the highest calculated depth of flow. On channel side slopes above the height, and in
drainages not requiring temporary linings, apply 4000 lb/ac grain straw and anchor straw by
stapling netting over the top. Mulch and anchoring materials must not be allowed to wash down
slope where they can clog drainage devices.
Maintenance: Inspect and repair mulch frequently. Re-fertilize in late winter according to soil
tests or apply 150 lb/ac 10-10-10 fertilizer (3 lb/1000 sq ft). Mow regularly to a height of 2" to 4".
Town of St Pauls, NC
Emergency Watershed Protection
Gumbo Branch Channel Clearing

7

Erosion Control Maintenance Plan
1. All erosion and sediment control practices shall be checked for stability and operation
following every runoff producing rainfall but in no case not less than once every week.
Any needed repairs shall be made immediately to maintain all practices as designed.

2. Sediment shall be removed from behind the silt fence when it becomes approx. 0.5 feet
deep at the silt fence. The silt fence shall be repaired as necessary to maintain a barrier.

3. All seeded area shall be fertilized, reseed as necessary, and mulched according to
specifications in the seeding specification to maintain a vigorous and dense vegetative
cover.

4. Maintain all matting that has been place on slopes and in ditches. Check for good
ground contact and for the occurrence of any erosion under the matting. Monitor and
repair or replace as necessary.

5. The contractor shall maintain self-inspection reports as required by NCDEQ and the
NPDES construction stormwater permit. Self-inspections are to be conducted after each
phase of the project for the record of the installation and maintenance of the erosion
control measures.

6. Sediment shall be removed from the temporary skimmer and sediment basins when
sediment accumulates to one-half the height of the first baffle. Clean out and reshape
basin back to their original dimensions. Skimmers shall be check for clogging and
cleaned out. Repair or replace any damaged baffles.
1GUMBO BRANCHCHANNEL CLEARING!!Page Number 4 Page Number 3Project Start34.8105 N-78.9835 W
Typ. Limit of Disturbance20' From Stream
End Limit of Disturbance
Typ. 20' Limit of Disturbance
1 5 0 '100'95'3 0 0 'Caution: Exposed SSShaw StSanford StCAUDELL DOHNWILLIAMSON & CAU DELLLUANNE KENNEDY030855588100
ALHOBISHICONVENIENCE STORERENTALS INC030845963600
BURGER KING7150 C/O RYAN030845989800
THOMPSON RODNEYLINE THOMPSONROXANNE LYNNE030856517200
BURGER KING CORP7150 C/O RYAN030845875500
HASH JOHN P & WFHASH JACKIE L030855598500
HASH JOHN P & WFHASH JACKIE L030855792300CAUDELL DOHNWILLIAMSON &CAUDELL LUANNEKENNEDY030855771900
LAUR INBUR G KFCTAKE H OME INC030855162500
ROBLES,NORMA030855431700
LBY CORPORATION(HUDDLE HOUSE)SIWAN MOHAMMED FSIWAN CHRISTINE W030846508827
RSAP OFRAEFORD, LLC030846617186
MCGOU GAN LARRY& WF LINDA030855550500
BARNHILLJOSEPH M JR030855351300
TJMK LLC030846861200
BOARD OFALCOHOLICCONTROL030846407900
ALHOBISHI FADHI030856206300
MCGOU GAN LARRYHILTON & WFMCGOUGAN LINDA J030855661500
ALHOBISHI FADHI030856245800
SS5
6
7
14
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CN ES/Airbus DS, USDA, USGS,AeroGRID , IGN, and the GIS User Community ¥0 10050Feet
Legend
Gumbo Branch and Tributaries
Sewer Main
POA Routes
!Proposed Improvements
Clea r a nd Sna g
De bris Rem ova l
Sed im en t Rem oval
Ban k Stab ilizat io n
5 R e g io n a l C ircleSuite APinehurs t , N C 28374910.29 5 .3 1 59NC F irm Lic e n s e # C-0459mcgillassociates.co m M . H A N SONPROJECT M A N AG E R
P:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\GIS\MXD\19.04029-GUMBO BRANCH TITLEBLOCK-EPH.DWG PLOT DATE 4/16/2019 1:58 PM CAROLINE HEATHCOAT0 7 /0 7 /2 0 2 0DATE
R O B E S O N C O U N T Y , N O RT H C A R O L INA
E M E R G E N CY W A T E R S H E DPROTECTION - H U R R IC A NE F L O R E NC E
1 9 .0 4 0 2 9PROJECT #
Culvert*Note: POI 13 and 15 are add. alternates
2GUMBO BRANCHCHANNEL CLEARING!!!
!Page Number 3**End Limit of Disturbance
Typ. 20' Limit of Disturbance
50'4 0 '100'
30'
80'
30'25'Tributary Project Start34.8111 N-78.9799 W
Tributary Project End34.8096 N -78.9803 W
Caution: Exposed W & SS Service
Caution: Exposed SS
24" R CP
4' x 2' BC
P age N um ber 4SparkmanLnN Ballance St
N Wilkinson DrShaw StUSHERSUSAN REA030865240500
JONES LUMISHIA030855927300
CAUDELL DOHNWILLIAMSON & CAU DELLLUANNE KENNEDY030855588100
EVANSDAVID LYELL& GLORIA F030865037700
MCGOU GANLARRY H &WF LINDA JMCGOUGAN030855652100
HUNSUCKERLEONARD030856714100
REA JAMES MARVIN& WF REA ELLEN P030865253100
LOWRY MATTHEWTREY & WF LOWRYKAYLA COOPER030856643700
TAYLORJAMES W II030856748600
MCMILLAN LOIS030866114400
KINLAWKENNETH M &SUSAN G KINLAW030865194500
THOMPSON RODNEYLINE THOMPSONROXANNE LYNNE030856517200
HASH JOHN P & WFHASH JACKIE L030855598500
HARDIN JOYCEHARDIN CURTIS030865058200
GASQUEJENNIFERANNE030866029500
GOD WIN MATTHEWMADISON &GOD WIN AMY EVANS030865392800
HUGHES JOHNGREGORY030865189000
PARKER JUDITH ANN030866131900
HASH JOHN P & WFHASH JACKIE L030855792300
HOGAN JOHNBRADLEYTRUSTEE030856903800
REA JAMES MARVIN& WF REA ELLEN P030865164600MCMILLAN LOIS030866100800
CAUDELL DOHNWILLIAMSON & CAU DELLLUANNE KENNEDY030855771900
STEWART ROGERE & WIFE030866130200
BAXLEY ROMELY E &WF BAXLEY MARILYN030865382600
GU DAUSKAS JOHN EDWARDJR & GUDAUSKASANA PETROVNA030856925800
MUSSELWHITE RODNEYL MUSSELWHITECARMEN W030866229700
HERNDON ANNE PLF EST SU GGSKIMBERLY & COLLINSPHILLIP REMAINDERS030856736100
MARTIN STEVEN030866142600
JONES FRANKLINW JR & WFJONES SH ANNON M030855850300
FIRST BAPTISTCHURCH OFST PAU030866341100
ROBLES,NORMA030855431700
MCGOU GANLARRY &WF LINDA030855550500
HODGE SUZANN EMCGOUGAN HODGEJOHN DANIEL030855981300
BARNHILL JOSEPH M JR030855351300
WARD WILLIAMD & WF WARDELIZABETH030856946100
HAYES CHARLESLINWOOD & WIFE030856631300
ALHOBISHI FADHI030856206300
MCGOU GAN LARRYHILTON & WFMCGOUGAN LINDA J030855661500
CANADYANDREWB CAN ADYBONNIE J030866306800
MH
MH
MH
SDSD
SDSD
SD SD
SDSSSSSS
16
1513
10 12119
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CN ES/Airbus DS, USDA, USGS,AeroGRID , IGN, and the GIS User Community ¥0 10050Feet
Legend
Gumbo Branch and Tributaries
Sewer Main
Stormwater Network
Sto rm Drain (SD)
Storm Drain Ma nho le s (MH)
POA Routes
!Proposed Improvements
Clea r a nd Sna g
De bris Rem ova l
Sed im en t Rem oval
Ban k Stab ilizat io n
5 R e g io n a l C ircleSuite APinehurs t , N C 28374910.29 5 .3 1 59NC F irm Lic e n s e # C-0459mcgillassociates.co m M . H A N SONPROJECT M A N AG E R
P:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\GIS\MXD\19.04029-GUMBO BRANCH TITLEBLOCK-EPH.DWG PLOT DATE 4/16/2019 1:58 PM CAROLINE HEATHCOAT0 7 /0 7 /2 0 2 0DATE
R O B E S O N C O U N T Y , N O RT H C A R O L INA
E M E R G E N CY W A T E R S H E DPROTECTION - H U R R IC A NE F L O R E NC E
1 9 .0 4 0 2 9PROJECT #
Culvert*Note: POI 13 and 15 are add. alternates
3GUMBO BRANCHCHANNEL CLEARING!!!!!#####Page Number 4 Page Number 3Page Number 4**End Limit of Disturbance
Typ. 20' Limit of Disturbance
Typ. 20' Limit of Disturbance
100'95'300'40'100'30'
8
0'
30'
25'
Tributary Project End34.8096 N -78.9803 W
25'
120'
50'
150'
50'
20'
5 0 '
Caution: Exposed W & SS Service
Caution: Exposed SS
24" R CP
4' x 2' BC
Box Culvert
Page Num ber 5Page Number 4SparkmanLn
N Wilkinson Dr
N Old Stage Rd
Broad StBroad StROUNDTREEWALTER B & WFROUNDTREE JILL L030855642200
ALHOBISHI FADHL030855908500
JONES LUMISHIA030855927300
MASK KENNETHE MASK MARIA G030855300400
CAUDELL DOHNWILLIAMSON & CAU DELLLUANNE KENNEDY030855588100
JOHNSON LU THER& GLENDA KAY030855515900
SPARKMANDAVID DIXON030854389200
EVANS DAVIDLYELL & GLORIA F030865037700
ODUM JOHN EODUM DOROTH Y030854596900
TOWN OFST PAULS030854695600
MCGOU GAN LARRYH & WF LINDAJ MCGOUGAN030855652100
HUNSUCKERLEONARD030856714100
HASH JOHN P & WFHASH JACKIE L030855598500
HARDIN JOYCEHARDIN CURTIS030865058200
JOHNSON LU THER& GLENDA KAY030855520900
HASH JOHN P & WFHASH JACKIE L030855792300
HOGAN JOHN BRADLEYTRUSTEE030856903800 REA JAMESMARVIN & WFREA ELLEN P030865164600
CAUDELL DOHNWILLIAMSON & CAU DELLLUANNE KENNEDY030855771900
REGAN GEORGE DTRUSTEE OFTHE REGANGEORGE D TRUST030854687400
TEAL PEGGY I030855830900
PEARC E WILLIAMFRANKLIN JR &PEARC E LORIE BEAR D030855726500
LAUR INBUR GKFC TAKEHOME INC030855162500
JONES FRANKLINW JR & WFJONES SH ANNON M030855850300
WALKER MELVINWALKER KENYETTA030854893300
PEARC E WILLIAM & HELEN030855619300
ROBLES, NORMA030855431700
WIER JEFFREY KEITH030855630000MCGOUGAN LARRY& WF LINDA030855550500
HODGE SUZANN EMCGOUGAN HODGEJOHN DANIEL030855981300
BARNHILLJOSEPH M JR030855351300
ALHOBISHI FADHI030856206300
MCGOU GAN LARRYHILTON & WFMCGOUGAN LINDA J030855661500
WHITE MAR GARETJENNINGS AKA:HOLLINGSWORTH JENNINGS W030855812000
0
SD
SSSSSS
23
22
21
20
19
18
1716
15
13
14
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CN ES/Airbus DS, USDA, USGS,AeroGRID , IGN, and the GIS User Community ¥0 10050Feet
Legend
Gumbo Branch and Tributaries
Gumbo Bran ch Wetland Ou tlin e
#Gumbo Bran ch WOUS Points
Sewer Main
Sewer F orce Main
Stormwater Network
Sto rm Drain (SD)
POA Routes
!Proposed Improvements
Clea r a nd Sna g
De bris Rem ova l
Sed im en t Rem oval
Ban k Stab ilizat io n
5 R e g io n a l C ircleSuite APinehurs t , N C 28374910.29 5 .3 1 59NC F irm Lic e n s e # C-0459mcgillassociates.co m M . H A N SONPROJECT M A N AG E R
P:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\GIS\MXD\19.04029-GUMBO BRANCH TITLEBLOCK-EPH.DWG PLOT DATE 4/16/2019 1:58 PM CAROLINE HEATHCOAT0 7 /0 7 /2 0 2 0DATE
R O B E S O N C O U N T Y , N O RT H C A R O L INA
E M E R G E N CY W A T E R S H E DPROTECTION - H U R R IC A NE F L O R E NC E
1 9 .0 4 0 2 9PROJECT #
Culvert*Note: POI 13 and 15 are add. alternates
4GUMBO BRANCHCHANNEL CLEARING
!!!!!!##########Page Number 4Typ. 20' Limit of Disturbance
Typ. 20' Limit of Disturbance
No grubbing inside wetland ares (typ.)
Project End34.8059 N, -78.9829 W
*****150'50'20'50'35'35'
2 0 '2 0 '150'
Caution: Exposed SS
Page Number 5Broad StD
uncan Cir
Br
oad St Grantham DrM
c
e
a
c
h
e
rn
C
ir
S Wilkinson Dr
HAMMONDS BRENDA/HB WILLIAM030844960600
INMAN MARY HLF EST INMANWILLIAM AREMAINDER030854416300
CANADY PAUL TII & MARY ELLEN030844655800
STRICKLANDROBERT G &WF KARON030854261300
RIDDLEELIZABETHUNDERWOOD030854046600
ROBINSON CATHERINE BTRUSTEE ROBINSONCATHERINE B LIVING TR030844943100
RIDDLE ELIZABETH U030854154500
WALTERSGERALD SR030854087200
WEST JAMES D& WF KAREN030844748800
MASK KENNETH EMASK MARIA G030855300400
SPARKMAN D AVID DIXON030854389200
NYE KIMBERLY030854524900
FLEMING JEFFREYSCOTT & FLEMINGLENA ANN030844998000
ROBINSON CATHERINEB TRUSTEE ROBINSONCATHERINE BLIVING TR030854278000
ODUM JOHN EODUM DOROTH Y030854596900
TOWN OFST PAULS030854695600
BRITT JIMMIE LJR & WF SUSAN030854545900REGANGEORGE D030854876800
COX MARVIN& WIFE030854237200
BRITT JIMMIELEWIS &SUSAN C BRITT030854359000
JOHNSONLUTHER &GLENDA KAY030855520900
ESPEY THOMASLYNN & WF ESPEYANNIE SESSOMS030854647600ANDERSON DONALDANDERSONMAMIE REGANS030854754900
BRITT D AVID030854562500REGAN GEORGE DTRUSTEE OF THEREGAN GEORGE D TRUST030854687400
ROBLES,NORMA030855431700MASK KENNETH EMASK MARIA G030855108700
INMAN MELBA HLIVING TRUST INMANMELBA H TRUSTEE030844341100
INMAN MARY H LFEST INMAN WILLIAMA REMAINDER030854114200
0
25
26 27 28
24
23
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CN ES/Airbus DS, USDA, USGS,AeroGRID , IGN, and the GIS User Community ¥0 10050Feet
Legend
Gum bo Branch and Tributaries
Gumbo Branch Wetland Outline
#Gumbo Branch WOUS Points
Sewer Main
Sewer Force Main
POA Routes
!Proposed Improvements
Clear and Snag
Debris Removal
Sediment Removal
Bank Stabilization
5 R e g io n a l C ircleSuite APinehurs t , N C 28374910.29 5 .3 1 59NC F irm Lic e n s e # C-0459mcgillassociates.co m M . H A N SONPROJECT M A N AG E R
P:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\GIS\MXD\19.04029-GUMBO BRANCH TITLEBLOCK-EPH.DWG PLOT DATE 4/16/2019 1:58 PM CAROLINE HEATHCOAT0 7 /0 7 /2 0 2 0DATE
R O B E S O N C O U N T Y , N O RT H C A R O L INA
E M E R G E N CY W A T E R S H E DPROTECTION - H U R R IC A NE F L O R E NC E
1 9 .0 4 0 2 9PROJECT #
*Note: POI 24-28 are add. alternates
04/25/2020DATEROBESON COUNTY, NORTH CAROLINA TOWN OF ST. PAULSEMERGENCY WATERSHEDPROTECTION - HURRICANE FLORENCE19.04029PROJECT #M. HANSONPROJECT MANAGERP:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\DRAWINGS\POI CROSS SECTIONS\GUMBO BRANCH XS 6.DWG PLOT DATE 6/23/2020 11:17 AM CAROLINE HEATHCOAT5 Regional CircleSuite APinehurst, NC 28374910.295.3159NC Firm License # C-0459mcgillassociates.com
04/25/2020DATEROBESON COUNTY, NORTH CAROLINA TOWN OF ST. PAULSEMERGENCY WATERSHEDPROTECTION - HURRICANE FLORENCE19.04029PROJECT #M. HANSONPROJECT MANAGERP:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\DRAWINGS\POI CROSS SECTIONS\GUMBO BRANCH XS 9_10.DWG PLOT DATE 6/24/2020 10:51 AM CAROLINE HEATHCOAT5 Regional CircleSuite APinehurst, NC 28374910.295.3159NC Firm License # C-0459mcgillassociates.com
04/25/2020DATEROBESON COUNTY, NORTH CAROLINA TOWN OF ST. PAULSEMERGENCY WATERSHEDPROTECTION - HURRICANE FLORENCE19.04029PROJECT #M. HANSONPROJECT MANAGERP:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\DRAWINGS\POI CROSS SECTIONS\GUMBO BRANCH XS 11.DWG PLOT DATE 6/23/2020 9:56 AM CAROLINE HEATHCOAT5 Regional CircleSuite APinehurst, NC 28374910.295.3159NC Firm License # C-0459mcgillassociates.com
04/25/2020DATEROBESON COUNTY, NORTH CAROLINA TOWN OF ST. PAULSEMERGENCY WATERSHEDPROTECTION - HURRICANE FLORENCE19.04029PROJECT #M. HANSONPROJECT MANAGERP:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\DRAWINGS\POI CROSS SECTIONS\GUMBO BRANCH XS 12.DWG PLOT DATE 6/24/2020 10:52 AM CAROLINE HEATHCOAT5 Regional CircleSuite APinehurst, NC 28374910.295.3159NC Firm License # C-0459mcgillassociates.com
04/25/2020DATEROBESON COUNTY, NORTH CAROLINA TOWN OF ST. PAULSEMERGENCY WATERSHEDPROTECTION - HURRICANE FLORENCE19.04029PROJECT #M. HANSONPROJECT MANAGERP:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\DRAWINGS\POI CROSS SECTIONS\GUMBO BRANCH XS 13.DWG PLOT DATE 6/23/2020 10:05 AM CAROLINE HEATHCOAT5 Regional CircleSuite APinehurst, NC 28374910.295.3159NC Firm License # C-0459mcgillassociates.comvariesAdd Alternate
04/25/2020DATEROBESON COUNTY, NORTH CAROLINA TOWN OF ST. PAULSEMERGENCY WATERSHEDPROTECTION - HURRICANE FLORENCE19.04029PROJECT #M. HANSONPROJECT MANAGERP:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\DRAWINGS\POI CROSS SECTIONS\GUMBO BRANCH XS 14_15.DWG PLOT DATE 6/24/2020 10:54 AM CAROLINE HEATHCOAT5 Regional CircleSuite APinehurst, NC 28374910.295.3159NC Firm License # C-0459mcgillassociates.comAdd Alternate
04/25/2020DATEROBESON COUNTY, NORTH CAROLINA TOWN OF ST. PAULSEMERGENCY WATERSHEDPROTECTION - HURRICANE FLORENCE19.04029PROJECT #M. HANSONPROJECT MANAGERP:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\DRAWINGS\POI CROSS SECTIONS\GUMBO BRANCH XS 16_17.DWG PLOT DATE 6/24/2020 10:59 AM CAROLINE HEATHCOAT5 Regional CircleSuite APinehurst, NC 28374910.295.3159NC Firm License # C-0459mcgillassociates.com
04/25/2020DATEROBESON COUNTY, NORTH CAROLINA TOWN OF ST. PAULSEMERGENCY WATERSHEDPROTECTION - HURRICANE FLORENCE19.04029PROJECT #M. HANSONPROJECT MANAGERP:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\DRAWINGS\POI CROSS SECTIONS\GUMBO BRANCH XS 18_19.DWG PLOT DATE 6/23/2020 10:12 AM CAROLINE HEATHCOAT5 Regional CircleSuite APinehurst, NC 28374910.295.3159NC Firm License # C-0459mcgillassociates.com
04/25/2020DATEROBESON COUNTY, NORTH CAROLINA TOWN OF ST. PAULSEMERGENCY WATERSHEDPROTECTION - HURRICANE FLORENCE19.04029PROJECT #M. HANSONPROJECT MANAGERP:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\DRAWINGS\POI CROSS SECTIONS\GUMBO BRANCH XS 19.DWG PLOT DATE 6/24/2020 11:03 AM CAROLINE HEATHCOAT5 Regional CircleSuite APinehurst, NC 28374910.295.3159NC Firm License # C-0459mcgillassociates.com
04/25/2020DATEROBESON COUNTY, NORTH CAROLINA TOWN OF ST. PAULSEMERGENCY WATERSHEDPROTECTION - HURRICANE FLORENCE19.04029PROJECT #M. HANSONPROJECT MANAGERP:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\DRAWINGS\POI CROSS SECTIONS\GUMBO BRANCH XS 20.DWG PLOT DATE 6/23/2020 11:09 AM CAROLINE HEATHCOAT5 Regional CircleSuite APinehurst, NC 28374910.295.3159NC Firm License # C-0459mcgillassociates.com
04/25/2020DATEROBESON COUNTY, NORTH CAROLINA TOWN OF ST. PAULSEMERGENCY WATERSHEDPROTECTION - HURRICANE FLORENCE19.04029PROJECT #M. HANSONPROJECT MANAGERP:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\DRAWINGS\POI CROSS SECTIONS\GUMBO BRANCH XS 21.DWG PLOT DATE 6/24/2020 11:05 AM CAROLINE HEATHCOAT5 Regional CircleSuite APinehurst, NC 28374910.295.3159NC Firm License # C-0459mcgillassociates.com
04/25/2020DATEROBESON COUNTY, NORTH CAROLINA TOWN OF ST. PAULSEMERGENCY WATERSHEDPROTECTION - HURRICANE FLORENCE19.04029PROJECT #M. HANSONPROJECT MANAGERP:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\DRAWINGS\POI CROSS SECTIONS\GUMBO BRANCH XS 23.DWG PLOT DATE 6/24/2020 11:06 AM CAROLINE HEATHCOAT5 Regional CircleSuite APinehurst, NC 28374910.295.3159NC Firm License # C-0459mcgillassociates.com
04/25/2020DATEROBESON COUNTY, NORTH CAROLINA TOWN OF ST. PAULSEMERGENCY WATERSHEDPROTECTION - HURRICANE FLORENCE19.04029PROJECT #M. HANSONPROJECT MANAGERP:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\DRAWINGS\POI CROSS SECTIONS\GUMBO BRANCH XS 24_25.DWG PLOT DATE 6/24/2020 11:08 AM CAROLINE HEATHCOAT5 Regional CircleSuite APinehurst, NC 28374910.295.3159NC Firm License # C-0459mcgillassociates.comAdd Alternate
SILT FENCE - OUTLET
NOT TO SCALE
SILT FENCE - OUTLET 1
SHEET
ROBESON COUNTY, NORTH CAROLINA
TOWN OF ST. PAULS
EMERGENCY WATERSHED
PROTECTION - HURRICANE FLORENCE06/24/2020
DATE
19.04029
PROJECT #
M. HANSON
PROJECT MANAGER
P:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\DRAWINGS\DETAILS\EROSION CONTROL DETAILS.DWG PLOT DATE 6/24/2020 2:10 PM CAROLINE HEATHCOAT55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
STABILIZED
CONSTRUCTION
ENTRANCE 3
SHEET
ROBESON COUNTY, NORTH CAROLINA
TOWN OF ST. PAULS
EMERGENCY WATERSHED
PROTECTION - HURRICANE FLORENCE06/24/2020
DATE
19.04029
PROJECT #
M. HANSON
PROJECT MANAGER
P:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\DRAWINGS\DETAILS\EROSION CONTROL DETAILS.DWG PLOT DATE 6/24/2020 2:15 PM CAROLINE HEATHCOAT55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
’FLOATING TURBIDITY CURTAIN06/24/2020DATEROBESON COUNTY, NORTH CAROLINA TOWN OF ST. PAULSEMERGENCY WATERSHEDPROTECTION - HURRICANE FLORENCE19.04029PROJECT #M. HANSONPROJECT MANAGERP:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\DRAWINGS\DETAILS\EROSION CONTROL DETAILS.DWG PLOT DATE 6/24/2020 2:17 PM CAROLINE HEATHCOAT5 Regional CircleSuite APinehurst, NC 28374910.295.3159NC Firm License # C-0459mcgillassociates.comFLOATING TURBIDITYCURTAIN4SHEET
TEMPORARY STREAM BYPASS DETAIL
NOT TO SCALE
TEMPORARY STREAM
BYPASS DETAIL 5
SHEET
ROBESON COUNTY, NORTH CAROLINA
TOWN OF ST. PAULS
EMERGENCY WATERSHED
PROTECTION - HURRICANE FLORENCE06/24/2020
DATE
19.04029
PROJECT #
M. HANSON
PROJECT MANAGER
P:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\DRAWINGS\DETAILS\EROSION CONTROL DETAILS.DWG PLOT DATE 6/24/2020 2:18 PM CAROLINE HEATHCOAT55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
TREE PROTECTION DETAILNOT TO SCALE06/24/2020DATEROBESON COUNTY, NORTH CAROLINA TOWN OF ST. PAULSEMERGENCY WATERSHEDPROTECTION - HURRICANE FLORENCE19.04029PROJECT #M. HANSONPROJECT MANAGERP:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\DRAWINGS\DETAILS\EROSION CONTROL DETAILS.DWG PLOT DATE 6/24/2020 2:20 PM CAROLINE HEATHCOAT5 Regional CircleSuite APinehurst, NC 28374910.295.3159NC Firm License # C-0459mcgillassociates.comTREE PROTECTIONDETAIL7SHEET
SLOPE MATTING INSTALLATION
®
NOT TO SCALE
SLOPE MATTING
INSTALLATION 8
SHEET
ROBESON COUNTY, NORTH CAROLINA
TOWN OF ST. PAULS
EMERGENCY WATERSHED
PROTECTION - HURRICANE FLORENCE06/24/2020
DATE
19.04029
PROJECT #
M. HANSON
PROJECT MANAGER
P:\2019\19.04029-STPAULSNC - GUMBO BRANCH NRCS EWP\DRAWINGS\DETAILS\EROSION CONTROL DETAILS.DWG PLOT DATE 6/24/2020 2:21 PM CAROLINE HEATHCOAT55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com