20191532 Ver 1_Riparian Buffer Authorization Request_20191105

Original Submittal 11/5/2019
A. Owner/Applicant Information
General Information
Primary Contact Email: * [e-mail]
Reese list the contact person's en -ail for questions or payrrent on this project if needed.
Who is submitting the application?* r1 Owner
r- Applicant other than Owner
r Agent
Is there an agent working on this application r Yes
but not submitting it? r No
1. Property Owner Information:
la. Name on Recorded Deed:*
City of Greensboro
1 b. Responsible Party:
(for Corporations)
1c. Mailing Address:*
Street Address
P.O. Box 3136
Address Line 2
City
Greensboro
Postal / Zip Code
27402
1d. Telephone:* [phone]
B. Project Information and Prior Project History
1. Project Information
ErvvWaiaonmter Resources
Ex,n� ouw�i,r
n
State / Province / Rion
NC
Country
us
le. Email Address:* Brian.Boyd@greensboro-
nc.gov
........... ..... ...... ..... ..... .......
la. Name of Project:* Elm Street 12" Waterline Improvements — 2018-0430-B (P05965-50)
(Subdivision, facility, or establishment narre)
1b. Is this a publicly -funded transportation project?*
r Yes
r No
1d. Subdivision Name:
le. Nearest Greensboro
Municipality:
1f. Property Size: 15.00
acres

1g. County (or Counties) where the project is located:*
Guilford
1h. Property ID# Date of Purchase
7865633643 12/3/1941
Tax RN or Parcel id
1 i. Deed Information
Type of Book Book#11 Page#
Deed 977 12
�iMapODi
1j. Attach a copy of the recorded map that indicates when the lot was last platted.
aick the upload button or drag and drop files here to attach docurrent
RDF only
1k. How would you like to provide the Latitude and Longitude information?*
r Address Lookup
f Manually
Address Lookup
Street Address
1710 Open Latham Rd
Address Line 2
City
Greensboro
Pbstal / Zip Code
27402
Latitude * 36° 4'43.30"N Longitude
11. Is the project located in any of North Carolina's twenty coastal counties?*
r Yes
F No
2. Surface Waters
2a. Name of the nearest body of water to proposed project:*
North Buffalo Creek (Stream No. 66)
2b. Water Quality Classification of nearest receiving water:*
WS-V: NSW
State / Province / Region
NC
(buntry
us
79°47'23.43"W
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:*
1,600
(linear feet only)
3. Project Description:
...............................................................................................................
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is an existing open park. The surrounding property is a mix of commercial
and residential lots.

3b. Attach an 8 % x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
Click the upload button or drag and drop files here to attach docurrent
USGS TOPO MAP.pdf 103.78MB
RDF only
3c. Attach an 8 % x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the
project site.
Click the upload button or drag and drop files here to attach docurrent
Soil Map.pdf 484.03KB
FDF only
4. Proposed Activity
Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used:*
We are routing the proposed water line through the city's park in order to avoid
suspending the new line under the Elm Street bridge that crosses over the North
Buffalo Creek. We will be placing a boring pit on the South side of the creek, in
Zone 2 of the stream buffer, and a receiving pit on the North side of the creek, also
in Zone 2 of the stream buffer. We cannot move the receiving pit out of Zone 2 due
to a 54" eAsting sanitary sewer line that runs East to West alongside the creek. We
will be boring under the creek in order to install 12" D.I.P. with a 24" Encasement
(0.250 Thick with Restrained Joint Pipe per City of Greensboro Standard). Once the
boring is complete, we will be filling in the bore pits and restoring them back to
natural grade.
Attach a site plan as applicable to the project:
Click the upload button or drag and drop files here to attach docurrent
ELM STREET WATERLINE_CROSSING.pdf 559.68KB
FDF only
5. Jurisdictional Determinations
5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this
property/project (including all prior phases) in the past?*
r Yes
r No
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
r Yes
r No
7. Future Project Plans
7a. Is this project a phased project?* r Yes
r No
C. Proposed Impacts Inventory
Buffer Impacts
Project is in which protected Basin?*
r Neuse River Basin (15A NCAC 02B.0233)
r Catawba River Basin (15A NCAC 02B.0243)
f Randleman Lake Watershed (15A NCAC 02B.0250)
r Tar -Pamlico River Basin (15A NCAC 02B.0259)
r Jordan Lake Watershed (15A NCAC 02B.0267)
r Goose Creek Watershed (15A NCAC 02B.0606 & 15A NCAC 02B.0607)

Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
Site# - Reason
Stream Name
Buffer Impact*
Impact Type L11
Zone 1
Zone 2
Bore Pit for
North
Temporary
Allowable
0.00
223.00
Waterline
Buffalo
(T)
Square
Square
Installation
Creek
FbrmorTerrp
Feet
Feet
Ngp label (e.g. Fbad
Grossing 1)
Receiving Pit for
North
Temporary
Allowable
0.00
100.00
Waterline
Buffalo
(T)
Square
Square
Installation
Creek
Perm orTenp
Feet
Feet
Nbp label (e.g. Fbad
Crossing 1)
Total Zone 1 Impacts: 0.00
Total Zone 2 Impacts: 323.00
Total Buffer Impacts: 323.00
Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.*
We have tried alternative routes to cross the stream. Installing the waterline under
the bridge as the ebsting line is done is no longer feasible, and altering the angle of
the crossing doesn't seem feasible or cost efficient. There are ebsting underground
utilities in the area that also could be problematic.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.*
The contractor is to install silt fence around the bore pits to help prevent any
erosion runoff from entering the stream. The waterline Will be 12" 0.250 Thick With
Restrained Joint Ductile Iron Pipe With a 24" Encasement as per the City of
Greensboro's standard. As soon as the boring is complete/waterline installed, the
contractor will fill the pits with the dirt that Was removed, and reestablish the pit area
back to the original existing grade. The contractor will then seed the area and once
ground cover has been established, can remove the silt fencing.
E. Diffuse Flow Plan
1a. What type of SCM are you providing?*
F- Level Spreader
I— Vegetated Conveyance (lower SHWT)
I— Wetland Swale (higher SHWT)
rj Proposed project will not create concentrated stormwater flow through the
buffer
r Other SCM that removed minimum of 30% nitrogen
1 c. Diffuse Flow Documentation * Click the upload button or drag and drop files here to attach docurrent
Elm Street Waterline APPROVED Erosion Control
645.5KB
Plan.pdf
FDF only
F. Supplementary Information ^

Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the
requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)?
r Yes
r No
Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWR
Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B .0200)?
r'
C.,
2b. Is this an after -the -fact buffer authorization application?
C Ye,-
F No
G. Additional Information
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments: Click the upload button or drag and drop files here to attach docurrent
FDF only
Additional Comments:
H. Sign and Submit ^.
By digitally signing below, I certify that:
o I have given true, accurate, and complete information on this form;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act')
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act');
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the application form."
Print Name:* Brian Boyd
Signature
Submission Date: 11052019
(Auto populated field)

Initial Review
Is this accepted into the review process?*
Is this project a public transportation
project?
ID#*
Version:*
Select Reviewer:
Select Reviewing Office *
Has payment been received?*
9S Yes b No
r Yes
r No
20191532
Sue Homewood:eads\slhomewood
Winston-Salem Regional Office - [phone]
f• No Payment Needed
r Fee Received
r Need Fee - send electronic notification

PARTMET OF THE INT
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Produced by the United States Geological Survey rnN SCALE 1 :24 000
North American Datum of 1983 (NAD83)
World Geodetic System of 1984 (WGS84). Projection and N 1 0.5 0 KILOMETERS 1 2
1 000-meter grid:Universal Transverse Mercator, Zone 176 1000 500 0 METERS 1000 2000
This map is not a legal document. Boundaries may be 8°36
generalized for this map scale. Private lands within government 153 MILS 0°42" 1 0.5 0 1
reservations may not be shown. Obtain permission before 12 MILS MILES
entering private lands. 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
Imagery .....................................................NAIP, May 2016 - November 2016 FEET
Roads ......................................... U.S. Census Bureau, 2016 UTM GRID AND 2019 MAGNETIC NORTH
Names............................................................................GNIS, 1980 - 2019 DECLINATION AT CENTER OF SHEET
Hydrography...............................National Hydrography Dataset, 2001 - 2018 CONTOUR INTERVAL 10 FEET
Contours............................................National Elevation Dataset, 2008 U.S. National Grid NORTH AMERICAN VERTICAL DATUM OF 1988
Boundaries..............Multiple sources; see metadata file 2017 - 2018 100,000-m Square ID
Wetlands.................FWS National Wetlands Inventory 1982 This map was produced to conform with the
PV National Geospatial Program US Topo Product Standard, 2011.
A metadata file associated with this product is draft version 0.6.18
Grid Zone Designation
17S
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39855000mN
09 10 11 612000"1
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-79.7500'
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QUADRANGLE LOCATION
1 Summerfield
1 2 3 2 Lake Brandt
3 Browns Summit
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5 McLeansville
6 High Point East
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8 Climax
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0
n
36o 5' 26" N
608710 608770 608830 608890 608950
Map Scale: 1:2,560 if printed on A portrait (8.5" x 11") sheet.
a
Myers
N 0 35 70 140 210
Feet
0 100 200 400 600
Map projection: Web Mercator Conermordinates: WGS84 Edge tics: lfrM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
Soil Map —Guilford County, North Carolina
(Elm Street 12" Waterline Improvement)
608770 608830 608M 608950
609010
609010
a
609070
36o 5' 43" N
0
36o 5' 26" N
609070
a
11/4/2019
Pagel of 3

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special
Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
0
Landfill
A.
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
o
Sodic Spot
Soil Map —Guilford County, North Carolina
(Elm Street 12" Waterline Improvement)
MAP INFORMATION
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:20,000.
Stony Spot
th
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
4�
Other
line placement. The maps do not show the small areas of
Special Line Features
contrasting soils that could have been shown at a more detailed
scale.
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
measurements.
Transportation
—
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
. 0
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Local Roads
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Background
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Guilford County, North Carolina
Survey Area Data: Version 17, Sep 16, 2019
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Data not available.
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 11/4/2019
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Guilford County, North Carolina
Elm Street 12" Waterline
Improvement
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
ChA
Chewacla loam, 0 to 2 percent
slopes, frequently flooded
8.7
52.6%
CuB
Coronaca-Urban land complex,
2 to 10 percent slopes
4.9
30.0%
MuB
Mecklenburg -Urban land
complex, 2 to 10 percent
slopes
2.9
17.3%
Totals for Area of Interest
16.4
100.0%
USDA Natural Resources Web Soil Survey 11/4/2019
Conservation Service National Cooperative Soil Survey Page 3 of 3

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INLET PROCTEC11ON NOTE:
INSTALL EROSION CONTROL SILT LOG ON ALL CITY OF GREENSBORO INLETS.
INSTALL EROSION CONTROL SILT SACK ON ALL NCDOT STANDARD #804.03 INLETS.
SITE NARRATIVE &
CONSTRUCTION SEQUENCE
NARRATIVE: THI5 PROJECT 15 TO INSTALL A WATERLINE IMPROVEMENT ALONG ELM STREET FROM
5MITH STREET TO CORNWALLIS AVENUE,
I. SCHEDULE PRE-CON5TRUGTION MEETING WITH OWNER5 REPRE513ITATIVE AND 6RADIN6
CONTRACTOR, TO OBTAIN GRADING PERMIT AND 015GO55 CONSTRUCTION 5EQUENGE.
2. INSTALL EROSION CONTROL DEVICE5, WHERE POSSIBLE ( SILT FENCE, INLET
PROTECTION IN ROADWAY)
3. 5TABILIZE ALL TEMPORARY MEA50RE5 UPON INSTALLATION. DEVIGE5 MUST 13E
5TABILIZED KITH VEGETATION WITHIN l CALENDAR DAY5 FROM INSTALLATION
ON PERIMETER AREAS AND 5LOPE5 GREATER THAN 3:1 AND 14 CALENDAR DAYS
ON ALL OTHER AREA5.
4. THE CONTRACTOR SHALL PERFORM A 5ELF-IN5PECTION AND CONFIRM THE ER05ION
CONTROL MEASURES ARE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE
PLANS AND 5PECIFIGATION5.
INITIAL5 / DATE :
5. INSPECT AND MAINTAIN BW51ON CONTROL DEVICES FOR DURATION OF CONSTRUCTION.
GHECK AND REPAIR DEVICES IN ACCORDANCE WITH N.PD.E.5. PERMIT AND EROSION
CONTROL DE516N MANUAL.
6. THE CONTRACTOR MALL PERFORM A 5ELF-IN5PEGTION AND CONFIRM THE ER05ION
CONTROL MEA5URE5 ARE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE
PLANS AND SPECIFICATIONS.
INITIALS / DATE :
1. D16 BORING AND RECEIVING PITS, BORE AND INSTALL WATER LINE.
8. THE CONTRACTOR SHALL PERFORM A 5ELF-I145PECTION AND CONFIRM THE ER05ION
CONTROL MEA9URE5 ARE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE
PLANS AND SPECIFICATION5.
INITIALS / DATE
q. SEED ALL RE5ULTIN6 015TURBED AREA5.
10. INSPECT ER05ION C49 NTROL DEVICES AFTER EACH RAINFALL EVENT AND
MAINTAIN ER05ION CONTROL DEVIGE5 FOR DURATION OF GON5TR11GTION.
�� :lill�n e
Complete grading before preparing seedbeds, and install all necessary erosion control practices such as, dikes, waterways, and basins. Minimize steep slopes because they make seedbed preparation difficult
and increase the erosion hazard. If soils become compacted during grading, loosen them to a depth of 6-8 inches using a ripper, harrow, or chisel plow.
SEEDBED PREPARATION
Good seedbed preparation is essential to successful plant estoblishment. A good seedbed is well -pulverized, loose, and uniform. Where hydroseeding methods are used, the surface maybe left with a more
irregular surface of large clods and stones.
Liming -Apply lime according to soil test recommendations. If the pH (ocidity) of the sod is not known, an application of ground agricultural limestone at the rate of 1 to 1 1/2 tons/acre on coarse -textured
soils and 2-3 tons/acre on fine- textured soils is usually sufficient. Apply limestone uniformly and incorporate into the top 4-6 itches of soil. Soils with a pH of 6 or higher need not be limed.
Fertilizer -Base application rates on sod tests. When these are not possible, apply a 10-10-10 grade fertilizer at 700-1,000 lb/acre. Both fertilizer and lime should be incorporated into the top 4-6 inches of soil.
Both fertilizer and lime should be incorporated into the top 4-6 inches of soil. If a hydraulic seeder is used, do not mix seed and fertilizer more than 30 minutes before application.
Surface roughening -If recent tillage operations have resulted in a loose surface, additional roughening may not be required, except to break up large clods. If rainfall causes the surface to become sealed or crusted,
loosen it just prior to seeding by disking, raking, harrowing, or other suitable methods. Groove or furrow Mopes steeper than 3:1 on the contour before seeding (Practice 6.03, Surface Roughening).
PLANT SELECTION
Select an appropriate species or species mixture from Table 6.10a for seeding in late winter and early spring, Table 6.10b for summer, and Table 6.10c for fall.
In the Mountains, December and January seedings have poor chances of success. When it is necessary to plant at these times, use recommendations for fall and a securely tacked mulch.
SEEDING
Evenly apply seed using a cyclone seeder (broadcast), drill, cultipacker seeder, or hydroseeder. Use seeding rates given in Tables 6.10a-6.10c. Broadcast seeding and hydroseeding are appropriate for steep slopes
where equipment cannot be driven. Hand broadcasting is not recommended because of the difficulty in achieving a uniform distribution,
Small grains should be planted no more than 1 inch deep, and grasses and legumes no more than 1/2 inch. Broadcast seed must be covered by raking or chain dragging, and then lightly firmed with a roller or cultipacker.
Hydroseeded mixtures should include a wood fiber (cellulose) mulch.
MULCHING
The use of an appropriate mulch will help erasure establishment under normal conditions, and is essential to seeding success under harsh site conditions (Practice 6.14, Mulching). Harsh site conditions include:
seeding in fall for winter cover (wood fiber mulches are not considered adequate for this use), slopes steeper than 11, excessively hot or dry weather, adverse soils (shallow, rocky, or high in clay or sand), and
areas receiving concentrated flow.
MAINTENANCE
If the area to be mulched is subject to concentrated waterflow, as in channels, anchor mulch with netting (Practice 6.14, Mulching).
Reseed and mulch areas where seedling emergence is poor, or where erosion occurs, as soon as possible. Do not mow. Protect from traffic as much as possible.
SILT FENCE
(TYP.)_
x
r-TI
x
7 G -
\ C37
80+00 81 +00 8 +
Af
T _T 7 ------ 71_71,-T `--T
-----------------------
DSE CONE MEMORIAL HOSPITAL
,_-PAN . O T27-
D.B. 2804, PC. 0539
1129 N. ELM STREET
8' MAX. $ETWEEN P051`5 WITH WIRE BACKING
6' MAX. BETYEEN POSTS WITHOUT PARE BACKING
V� EXISTING 15" CIPr SAN.
l t ...- -�
1
Table 6.1 Oa
Table 6.1 Ob
Table 6.14c
P05T, METAL
� � 57MU DEPENDING ON FILL SLOPE
Temporary Seeding
Temporary Seeding
Temporary Seeding
Recommendations for late winter and early spring
Recommendations for summer
Recommendations for fall
FABRIC: 3'0" WIDTH (STD. SPECIFICATION FOR SILT FENCE
- A5TM D) WITH 12' BURIED IN TRENCH.
seeding mixture
seeding mixture
seeding mixture
ecieS Rate (Ib/acre)
CIBS
R f (Ib/ )
STONE: (IF USED) #4 WA5tED STONED PLACED 1' DEEP 0 SILT FENCE.
METAL FENCE P05T
1/4 6AU6E MIN.
N06 WIRE (OPTIONAL)
ER05ION CONTROL
FABRIC, �J f F
L STONE
2 II Ii1�1IE-1
U IIi1lio11='
4"
BAGKFILL AND COMPACT
THOROUGHLY.
sp see a e acre species
Rye (grain) 120 German Millet 40 Rye (grain) SILT F E N C E
Annual lespedeza (Kobe in
Piedmont and Coastal Plain, seeding dates
Korean in Mountains) 50 In the Piedmont and Mountains, a small -stemmed Sudangross may be substituted at a rate of 50 Ib/ocre. g
Mountains-- May 15 - August 15 MAINTENANCE: INSPECT DEVICE REWLARLY TO ENSURE PROPER FUNCTIONING.
seeding dates Coastal Plan and Piedmont-- August 15 - December 20 REMOVE SEDIMENT AGGUMU_ATION FROM BEHIND FENCE AND REPAIR IF NEGE55ARY.
Omit annual lespedezo when duration of temporary cover is not to extend beyond June. Maintains-- May 15 - August 15
seedingdates Piedmont-- May 1 - August 15
Coastal Plain-- Apr. 15 - August 15 soil amendments
Mountains --Above 2500 feet: Feb. 15 - May 15 p g Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone and 1,000 lb/acre
Below 2500 feet: Feb. 1- May 1 sal amendments 10-10-10 fertilizer.
Piedmont --Jan. 1 - May 1 Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone and 750 lb/acre
Coastal Plain --Dec. 1 - Apr. 15 10-10-10 fertilizer. mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk
soil amendments mulch wrath blades set nearly straight can be used as a mulch anchoring tool.
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone and 750 Ib/ocre AP ly 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk
10-10-10 fertilizer. wrath blades set nearly straight can be used as a mulch anchoring tool. maintenance
Repair and refertilize damaged areas immediately. To dress with 50 lb/acre of nitrogen in March. If it
mulch maintenance necessary to extend temporary cover beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk Refertdize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or Plain) or Korean (Mountains) lespdezo in late February or early March.
with blades set nearly straight can be used as a mulch anchoring tool. other damage.
maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or
other damage.
Permanent Seeding
All unpaved disturbed areas (or lawn to be re-established) outside planting bed to be seeded with an even mixture of Rebel 11, Falcon and Jaguar fine fescues at a rate of 5-6 Ibs/1,000 S.F. so as to produce a thick, firm stand of grass. fertilize at a rate of
10 Ibs/1,000 S.F. with a Mow release fertilizer (use straw and asphalt emulsion to cover seed until stable.) Apply lime according to soil text or apply 4,000 Ibs/acre slow -release pelletized agricultural limestone. Seeding dates: August 20 through October
25 and Februaray 1 through May.
SEEDBED PREPARITION
1. Remove any undesirable ground covers including any temporary seeding.
2. Rip the area to be seeded to a min. depth of 4"-6".
3. Remove loose rocks, roots, etc, leaving surface smooth and uniform.
4. Apply seed, agricultural lime and fertilizer uniformly and mix with soil.
5. Mulch immediately after seeding and anchor mulch.
NOTE: Temporary seeding will be required until permanent seeding can be installed.
Borum, Wade and Associates, P.A
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone:[phone] Fax:[phone]
Web: www.borum-wade.com
N.C. License#: C-0868
REVISIONS
TYPE
ROADWAY
WATER
CONTRACT 1 CONTRACTOR I AS -BUILT I AUTH. DATE 1 BENCHMARKS
SILT FENCE M15T BE ENTRIWHED AND
SECURED NTH C0WACTW 501L. THE
"5PLIGIN6 MFff 0' MAY ALSO BE USED
TO INSTALL SILT FENCE ( SEE WAA914R
BRO9ON AND SEDIMENT CONTROL
PB16N PLAM% AND DE516N MANUAL
5ECTION 682.
CONTRACT SHEET
22 OF 22
SENSITIVE INFORMATION
Not to be copied or distributed
without the express written
permission of the
City of Greensboro.
Know what's below.
Call before you dig.
cttv
COG Water des Dee', b73-2033
GDOT Trarf , .173-2606
COG/GuiP� 14,11M MMJ73-2084
COG Water �73-5855
Tanks�Trd�
GDOT Stj 73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
2.0f ACS. TOTAL
7 -
i
S' fT GIS DISCLAIMER
Objects on this map shown with a dotted
4
linestyle were not surveyed, they were
6� compiled by photogrommetric methods,
available on the geographic
Information System (GIS) software used
,, - - - - - - - - by the City of Greensboro.
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CONDOMINIUMS AT
COUNTRYPh-
CLUB PARK,
LLC
PARCEL NO. 0009999
I
-o
D.B. 6246, PC.
1335
j+
E R 0S10IN
CONTR0L
MAINTENANCE
PLAN
1. Inspect all sedimentation and Erosion Control devices for stability and function each week and following each rainfall event.
2. Remove silt/sediment from temporary devices when accumulated volume has reached 50% capacity.
3. Remove accumulated silt/sediment from behind temporary sediment fence when depth exceeds approximately 0.5'.
Repair and replace silt fence as necessary.
4. Seed and stabilize temporary diversion berms immediately after construction including 'clean" water diversion berms.
Re-grade/repair berms as required.
5. Contractor shall appoint an on -site inspector and maintain records of inspections in accordance with the provisions of
the general NPDES Stormwater discharge point for construction activities.
NOTIFICATION OF LANQ RESOURCES SEDIMENT AND EROSION CONTROL
SELF -INSPECTION PROGRAM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT
PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER
EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE
DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE
SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING PROGRAM
OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND
SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE
INSPECTIONS MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND
CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH
NPDES GROUNDCOVER STABILIZATION TIMETABLE. THE SELF -INSPECTION REPORT FORM IS
AVAILABLE AS AN EXCEL SPREADSHEET FROM
HTTP: //WWW. DLR. ENR.STATE.NC.US/PAGES/SEDIMEN TATION -NEW. HTML. IF YOU HAVE
QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THIS OFFICE AT (910)
433-3300.
STABILIZATION T1MEFRAMES
(EFFECTIVE AUG. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
IT FRAME EXCEPTIONS
��
� L_) 1 PERIMETER DIKES, SwALES, DITCHES, SLOPES
7 DAYS
NONE
�J Q HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
IF SLOPES ARE OR LESS IN
LENGTH AND ARE NOT STEEPER
SLOPES STEEPER THAN 3.1
7 DAYS
THAN 2.1, 14 DAYS ARE ALLOWED.
7 DAYS FOR SLOPES GREATER
SLOPES 3.1 OR FLATTER
14 DAYS
THAN 50' IN LENGTH.
NONE, EXCEPT FOR PERIMETERS
-a ALL OTHER AREAS PATH SLOPES FLATTER THAN 4:1
14 DAYS
AND HOW ZONES.
JOB NUMBER P
DESIGNED 8/29/2019 BY: SCS
CONST. SURVEY BY: SCS
CHECKED BY: TEG
SCALE: 1 "=20'
CITY OF GREENSBORO
ENGINEERING DIVISION
ELM STREET
SMITH STREET TO
CORNWALLIS AVENUE
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SHEET NO.
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