20200647 Ver 1_More Info Received_20200709

Strickland, Bev
From: Jay Lawson <[e-mail]>
Sent: Thursday, July 9, 2020 2:15 PM
To: [e-mail]
Cc: Homewood, Sue
Subject: [External] Re: [Non-DoD Source] Re: Request for Additional Information - Yanceyville
Apartments, 3305 Yanceyville Street, Greensboro, Guilford County; SAW-2018-01070
Attachments: SAW-2018-01070 PCN Form -Revisions -July 2020.pdf, 19-077 YANCEVILLE-
IMPACTS.pdf, YANCEYVILLE-PARTIAL PLAN S-Revised.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
m(@nc.gov
Hey Dave,
See if this works. If you need additional info just let me know. It should be only the changed info that is
attached. Thanks for your assistance!
Regards,
Jay Lawson
Director of Ecological Services
Progress Environmental
P.O. Box 5884
Winston-Salem, North Carolina 27113
Office 336.722.9999
Fax [phone]
On Tue, Jul 7, 2020 at 3:50 PM Bailey, David E CIV USARMY CESAW (USA)
<[e-mail]> wrote:
Hi Jay, sorry to hear that. It does seem like a pain. In this case, since the edits are very minor, just send the
PCN page(s) that you change. If Sue needs something different she'll let you know.
-Dave Bailey
David E. Bailey, PWS
1

Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service
Survey is located at: http://corpsmapu.usace.army.mil/cm_apex/f?p=136*0 [corpsmapumsace. army. mil]
Thank you for taking the time to visit this site and complete the survey.
From: Jay Lawson <jlawson @progressenv.com>
Sent: Tuesday, July 7, 2020 2:05 PM
To: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Subject: Re: [Non-DoD Source] Re: Request for Additional Information - Yanceyville Apartments, 3305
Yanceyville Street, Greensboro, Guilford County; SAW-2018-01070
OK sorry to be a pain. It was all done online and it appears I can no longer edit/change that document. I
suppose I can just redo and submit it to you as a PDF?
Jay Lawson
Director of Ecological Services
Progress Environmental
Winston-Salem, North Carolina 27113

Office 336.722.9999
Fax [phone]
On Tue, Jul 7, 2020 at 1:59 PM Bailey, David E CIV USARMY CESAW (USA)
<[e-mail]> wrote:
Sending the updated PCN with updated signature is always best to document that the applicant accepts the
changes.
-Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service
Survey is located at: Blockedhttp://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.
From: Jay Lawson <jlawson @progressenv.com>
Sent: Tuesday, July 7, 2020 11:45 AM

To: Bailey, David E CIV USARMY CESAW (USA) <David.E.Bailey2@usace. army. mil>
Subject: Re: [Non-DoD Source] Re: Request for Additional Information - Yanceyville Apartments, 3305
Yanceyville Street, Greensboro, Guilford County; SAW-2018-01070
OK. The entire PCN or just the updates?
Thanks!.
Jay Lawson
Director of Ecological Services
Progress Environmental
Winston-Salem, North Carolina 27113
Office 336.722.9999
Fax [phone]
On Tue, Jul 7, 2020 at 11:41 AM Bailey, David E CIV USARMY CESAW (USA)
<[e-mail]> wrote:
Hi Jay. Just email it to me and cc Sue. She'll let you know if NCDWR has different requirements. Thanks.
-Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
4

CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: David.E.Bailey2 @usace. army. mi I
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service
Survey is located at: BlockedBlockedhttp://corpsmapu.usace.army.mil/cm_apex/f?p=136*0
f corpsmapumsace.army.mill
Thank you for taking the time to visit this site and complete the survey.
From: Jay Lawson <jlawson @progressenv.com>
Sent: Tuesday, July 7, 2020 10:49 AM
To: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Subject: Re: [Non-DoD Source] Re: Request for Additional Information - Yanceyville Apartments, 3305
Yanceyville Street, Greensboro, Guilford County; SAW-2018-01070
Hey Dave what is the best way to provide you with updated PCN (as it was electronic submittal)?
Thanks!
Jay Lawson
Director of Ecological Services
Progress Environmental
Winston-Salem, North Carolina 27113
Office 336.722.9999

Fax [phone]
On Mon, Jul 6, 2020 at 2:32 PM Bailey, David E CIV USARMY CESAW (USA)
<[e-mail]> wrote:
Hello Jay, and thank you for your responses.
1. Please update and provide Sheets C-2.0, C-3.0, C-4.0, and C-4.1 to show the project re -design as
indicated in your responses to items la-c in my 6/11/2020 email.
2. It appears that you included the entirety of the NCDWR stream buffer as a stream impact. For Corps
purposes, the only area that would be considered stream impacts is the area/length between the
stream banks. The proposed Permanent Wetlands Impact should include the entirety of the sewer
corridor within wetlands from the wetland boundary to the banks of the stream. The area of the
Temporary Coffer Dam outside of the stream banks but within wetlands could be considered a
Temporary Wetland Impact if that area is going to be returned to previous grade/contour and
allowed to regenerate natural wetland vegetation (that is, not permanently maintained). Please
update the plan sheets and PCN accordingly.
Thanks, and please let me know if you have any questions.
-Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]

Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service
Survey is located at: BlockedBlockedhttp://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.
From: Jay Lawson <jlawson @progressenv.com>
Sent: Monday, July 6, 2020 9:17 AM
To: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Cc: Homewood, Sue <[e-mail]>; chuck o,carsonconstructionnc.com; Aprile, Terri
<[e-mail]>; [e-mail]
Subject: [Non-DoD Source] Re: Request for Additional Information - Yanceyville Apartments, 3305
Yanceyville Street, Greensboro, Guilford County; SAW-2018-01070
Hey Dave,
Hope you had a good 4th. See responses below (and attached). Let me know if you need additional
information. Thanks!
1. In addition to the wetland and stream impacts proposed for the sewer line, it appears that a fill slope
and rip rap pad extends slightly into wetlands related to stormwater facility fill slopes and outlet: I
have moved the rip rap and the fill slope outside of the wetlands.
a. These impacts are not reported in the PCN provided, nor are that indicated on the plans
provided (Sheets C-2.0, C-4.0, and C-4.1); These are no longer impacts to the existing
wetlands
b. It appears that additional design actions could be implemented (per NWP General Condition
23(a) and (b)) to avoid and/or minimize these additional wetland impacts, such as steepening
fill slopes, add additional retaining walls, etc; The slope at this location has has been
steepened to 2.5:1 to not impact the wetlands
c. If it is not practicable (based on costs, logistics, technology) to avoid these additional
wetland impacts, provide justification for Corps evaluation. Note that NWP 12 cannot
authorize these additional impacts as they are not related to utility line activities. Further,
NWP 29 cannot be used for these additional impacts due to NWP 29 Regional Condition
4.1.1. Rather, NWP 18 would have to be requested if these additional impacts can be
justified; These are no longer impacts to the existing wetlands
2. Please clarify whether or not the permanent wetland impacts due to the utility line are only due to
permanent conversion from a forested wetland to an herbaceous wetland, or whether permanent
above -grade fill is proposed in these wetlands for the sewer line. See plan sheets (attached).
3. Will the entirety of the proposed sewer corridor through wetlands (all 0.087 acre) be permanently
maintained, or only a portion of it? If the latter is true, please itemize the permanent conversion

corridor out from the construction corridor on the PCN. The entirety of the proposed sewer through
the wetlands will be permanently maintained.
4. Update the "Overall Perennial Stream/Wetland Impact Map" and "Perennial Stream/Wetland Impact
Map" to clearly show (i.e. shade) the proposed wetland impacts, and provide different
shading/labeling for temporary and permanent wetland impacts. I have shaded the wetland impacts
and stream impacts on the overall stream impact sheet and, added the shading of the wetland
impacts to the 2nd impact sheet. The temporary wetland impact is from the coffer dam of the pump
around method. This was counted in the temporary stream impact instead of the wetland impact in
the calculation table. If this needs to be done differently, please let me know.
5. Provide a wetland restoration plan for the proposed sewer line wetland impacts, including returning
the site to preconstruction grade/contour, backfilling the top 6-12 inches of the trench with topsoil
from the trench, and seeding with a regionally appropriate native wetland/riparian seed mix. See
plan sheets (attached).
Jay Lawson
Director of Ecological Services
Progress Environmental
Winston-Salem, North Carolina 27113
Office 336.722.9999
Fax [phone]
On Thu, Jun 11, 2020 at 12:19 PM Bailey, David E CIV USARMY CESAW (USA)
<[e-mail]> wrote:
All,
Thank you for your PCN and attached information, dated 5/15/2020, for the above referenced project. I
have reviewed the information and need clarification before proceeding with verifying the use of
Nationwide Permit (NWP) 12 (BlockedBlockedhttp://saw-reg.usace.army.mil/NWP2017/2017NWP12.pdf

[saw-reg.usace.army. mill). Please submit the requested information below (via e-mail is fine) within 30
days of receipt of this Notification, otherwise we may deny verification of the use of the Nationwide
Permit or consider your application withdrawn and close the file:
1. In addition to the wetland and stream impacts proposed for the sewer line, it appears that a fill slope
and rip rap pad extends slightly into wetlands related to stormwater facility fill slopes and outlet:
a. These impacts are not reported in the PCN provided, nor are that indicated on the plans
provided (Sheets C-2.0, C-4.0, and C-4.1);
b. It appears that additional design actions could be implemented (per NWP General Condition
23(a) and (b)) to avoid and/or minimize these additional wetland impacts, such as
steepening fill slopes, add additional retaining walls, etc;
c. If it is not practicable (based on costs, logistics, technology) to avoid these additional
wetland impacts, provide justification for Corps evaluation. Note that NWP 12 cannot
authorize these additional impacts as they are not related to utility line activities. Further,
NWP 29 cannot be used for these additional impacts due to NWP 29 Regional Condition
4.1.1. Rather, NWP 18 would have to be requested if these additional impacts can be
justified;
2. Please clarify whether or not the permanent wetland impacts due to the utility line are only due to
permanent conversion from a forested wetland to an herbaceous wetland, or whether permanent
above -grade fill is proposed in these wetlands for the sewer line.
3. Will the entirety of the proposed sewer corridor through wetlands (all 0.087 acre) be permanently
maintained, or only a portion of it? If the latter is true, please itemize the permanent conversion
corridor out from the construction corridor on the PCN.
4. Update the "Overall Perennial Stream/Wetland Impact Map" and "Perennial Stream/Wetland
Impact Map" to clearly show (i.e. shade) the proposed wetland impacts, and provide different
shading/labeling for temporary and permanent wetland impacts.
5. Provide a wetland restoration plan for the proposed sewer line wetland impacts, including returning
the site to preconstruction grade/contour, backfilling the top 6-12 inches of the trench with topsoil
from the trench, and seeding with a regionally appropriate native wetland/riparian seed mix.
Please let me know if you have any questions.
Sincerely,
Dave Bailey
David E. Bailey, PWS

Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer
Service Survey is located at: BlockedBlockedhttp://corpsmapu.usace.army.mil/cm_apex/f?p=136*0
f corpsmapumsace.army.mill
Thank you for taking the time to visit this site and complete the survey.
10

4. Project Description and History
4a. 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 eastern portion of the site is developed with a residence while the western portion of the site is mostly wooded. Land uses in the vicinity of the site include residential (single and
multi -family) as well as commercial properties.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?
r Yes n No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Clickthe upload button a drag and drop files here to attach docunent
Figure 1 Topo.pdf
File type must be pdr
562.94KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Clickthe upload button a drag and drop files here to attach docunent
Figure 4_Soil_Map.pdf 557.26KB
File type must be pdr
4f. List the total estimated acreage of all existing wetlands on the property:
1.25
4g. List the total estimated linear feet of all existing streams on the property:
(intermittent and perenrial)
215feet
4h. Explain the purpose of the proposed project:*
The purpose of the project is to provide much -needed housing to the area. This project is proposing 98 units on a 5.88 acre parcel. This project will construct 2 separate apartment
buildings each containing 49 units being served by public water and sewer. There will be 135 parking spaces in the proposed parking lot. All storm drainage will be installed per City of
Greensboro Standards and Specifications. Public storm sewer will be installed per NCDOT specifications.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The Yanceyville Apartments project is a multi -family development on Yanceyville Street, consisting of two apartment buildings each containing 49 units and 135 parking spaces. The
development will be served by public water and sewer. There is emsting water and sewer in Yanceyville Street and an existing 20" DIP sewer main going through the Western side of the
parcel. The client is proposing to serve the project with sanitary sewer through the existing 20" DIP sewer main mentioned above. This would require the proposed sewer to cross the
perennial stream and wetlands on the Western side of the parcel. This strearrdbuffers and wetlands reach from the northern property line to the southern property.
We are proposing one impact to the site at this time:
1. Permanent Impact of 20 linear feet (311 square feet) to stream and 4,682 square feet to the wetlands, for the construction of the 8" pvc sanitary sewer pipe
2. Temporary impact of 210 square feet to the perennial stream and 225 square feet to wetlands, for the temporary pump around method during construction.
The reason the client is proposing to tie into the sanitary sewer main on the Western side of the property as opposed to the existing sewer main in Yanceyville Street is due to the lack
of vertical relief. The sanitary sewer main in Yanceyville Street is not deep enough to serve the Western apartment building, without installing a permanent lift station. Installing a lift
station is not a practical alternative to installing gravity sewer to an existing sewer main. Lift stations have several disadvantages when compared to gravity sewer including increase in
maintenance, power outages lead to loss of service, the increase in potential leaks from machinery failure, and several more. The practical solution to serve this project with sanitaryse
wer is to cross the perennial stream and wetlands (while avoiding/minimizing impacts) with gravity sewer to tie into the existing 20" DIP sanitary sewer main on the Western side of the
parcel. Sewer line through wetlands will be permanently maintained.
Before Construction, an Erosion and Sedimentation Control Plan shall be designed and submitted for approval to the City of Greensboro to treat the construction runofffrom the site,
including the areas of stream/wetlands impact. The design shall incorporate US Army Corps of Engineer and NC Department of Environmental Quality recommendations of work in
streams and wetlands.
4j. Please upload project drawings for the proposed project.
Clickthe upload button a drag and drop files hereto attach docurrent
Final 19-077- YANCEYVILLE APARTMENTS.pdf 37.48MB
Green Mountain 19-077-YANCEYVILLE-NPA.pdf 4.08MB
YANCEYVILLE_STREAM-WETLAND IMPACT.pdf 1.12MB
File type must be pdr
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
F Yes
r No
Comments:
Requested 2/5/2018
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved (' Not Verified c Unknown (- N/A
Corps AID Number:
Exarrple: SAW-2017-99999
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Jay Lawson
Agency/Consultant Company: Progress Environmental Group, Inc.
r Unknown

Other: Field verification by David Bailey (Corps) on 3/8/2020; no JD
issued at this time.
5d1. Jurisdictional determination upload
Oickthe upload button a drag and drop files here to attach docurrent
File type crust be FLF
6. Future Project Plans
6a. Is this a phased project?*
G Yes No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? This
includes other separate and distant crossing for linear projects that require Department of the Army authorization but don't require pre -construction notification.
D. Proposed Impacts Inventory t^V
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
rT Wetlands r Streams -tributaries W Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
"W." will be used in the table below to represent the word "wetland".
2a1 Reason*(?) 2b. Impact 2c. Type of W.* 2d. W. name* ��e. Forested* �2f. Type of 2g. Impact
2al Reason*(?) 2b. Impact type*(?) F
Jurisdicition*(?) area*
W-1
Utility Crossing
P
Non -Tidal FreshwaterMarsh
W-1
No
Corps
0.107
(acres)
W-1
Utility Crossing
T
Non -Tidal FreshwaterMarsh
W-1
No
Corps
0.005
(acres)
2g. Total Temporary Wetland Impact
0.005
2g. Total Permanent Wetland Impact
0.107
2g. Total Wetland Impact
0.112
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted.
"S." will be used in the table below to represent the word "stream".
3a. Reason for impact*(?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type * 3f. Type of 3g. S. width* 3h. Impact
(?) Jurisdiction* length*
S1
Utility Crossing
Y 9
Permanent
Bank Stabilization
Unnamed Trib to Buffalo
Creek
Perennial
DWR
5
Avaage (fee[)
20
(linearfeet)
gp
Utility Crossing
Temporary
Dam construction
Unnamed Trib to Buffalo
Creek
Perennial
DWR
5
Avaage (fee[)
15
(linearfeet)
** All Perennial or Intermittent streams must be verified by DWR or delegated local government.
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
20 linear feet (311 square feet)
3i. Total temporary stream impacts:
210 square feet
3i. Total stream and ditch impacts:
521 square feet

[;a By checking the box and signing below, I certify that:
. I have given true, accurate, and complete information on this form;
. I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
. 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');
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 PCN form.
Full Name:*
Joseph Stebbins Lawson III
Signature *
,TOSP# SRMad z.-,o& + s
Date
7/9/2020

91
/ IAPARTMENT BUILDING
PROPOSED STORY
APARTMENT BUILDING
f •�
STREAM�� -• I i
IMPACT
...... * . * � $w__ MMUM"Im Z'
NC NAD83
NSRS 2011
0' 50' 100' 200'
SCALE: 1" = 100'
YANCYVILLE APARTMENTS
3305 YANCEYVILLE STREET
HUNT DEVELOPMENT GROUP, LLC
8251 BALLARD ROAD
COLFAX, NC 27235
336-471-7835
'1>0
PERMANENT
WETLANDS
IMPACT
PERMANENT WETLANDS IMPACT
PERMANENT STREAM IMPACT
TEMPORARY STREAM
& WETLAND IMPACT
1. THE IMPACTED AREAS SHALL BE RETURNED TO PRE —CONSTRUCTION CONDITIONS AFTER UTILITY
INSTALLATION IS COMPLETE.
2. THE UTILITY LINE TRENCH SHALL BE BACKFILLED WITH THE TOP 6-12 INCHES WITH TOPSOIL THAT
WAS EXCAVATED FROM THE TRENCH.
3. AREA WILL BE SEEDED WITH A PRODUCT SIMILAR TO THE FOLLOWING:
26% Sorghastrum nutans, 25% Panicum anceps, 20% Elymus virginicus, 20% Panicum
clandestinum, 4% Chamaecrista fasciculata, 2% Hibiscus moscheutos, 1% Juncus effusus,
STREAM IMPACT
LINEAR STREAM
STREAM
WETLAND IMPACT
TYPE
IMPACT
IMPACT
ZONE
(FEET)
(SQUARE FEET)
(SQUARE FEET)
PERMANENT SEWER
20
311
4,682
CROSSING
TEMP. PUMP
—
210
225
AROUND IMPACT
OVERALL
PERENNIAL STREAM/ WETLAND IMPACT MAP
YANCEYVILLE APARTMENTS
GREEN MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, NC 27409
Tel: [phone]
CERTIFICATE #P-0826
www.greenmountainengineers.com

? .�".w.
I
I. cf)
TEMPORARY SANDBAG Q
o� COFFERED DAM FOR z <
PUMP AROUND ��
- Nw -,I METHOD (SEE DETAIL) b
V_ _ _ _ _ _ _
-- w�- CONCRETE ANTI-SEEP-
I'--� COLLAR,
5'Lx5'Wx1'T - -
I y��
EIP
5' DIA. SSMH—OS—A (DOGHOUSE)
RIM:752.00
INV IN:739.14 (SSP-1 )
NC NAD83
NSRS 2011
0' 25' 50' 100,
SCALE: 1" = 50'
YANCYVILLE APARTMENTS
3305 YANCEYVILLE STREET
HUNT DEVELOPMENT GROUP, LLC
8251 BALLARD ROAD
COLFAX, NC 27235
336-471-7835
TEMPORARY SILT FENCE
w'w (TYP.)
n 450 SF OF RIP RAP
',TEMPORARY STREAM &
WETLAND IMPACT
�20 LF PERMANENT
STREAM IMPACT
13' of 8" PVC O 0.93%
SSMH-1
RIM: 752.20
INV IN:741.50 8" RCP
INV OUT:741.40 8" RCP
NOTE
1. WETLANDS AND STREAM VERIFIED BY
PROGRESS ENVIRONMENTAL WITH
USACE AND NCDEQ—DWR. GREEN
MOUNTIAN ENGINEERING, PLLC. FIELD
LOCATED THE VERIFIED WETLAND AND
STREAM FLAGS PLACED BY PROGRESS
ENVIRONMENTAL INC.
PERMANENT STREAM IMPACT
® PERMANENT WETLANDS IMPACT
TEMPORARY STREAM
& WETLAND IMPACT
STREAM IMPACT
LINEAR STREAM
STREAM
WETLAND IMPACT
TYPE
IMPACT
ZONE
(FEET)
(SQUARE FEET)
(SQUARE FEET)
PERMANENT SEWER
20
311
4,682
CROSSING
TEMP. PUMP
_
210
225
AROUND IMPACT
PERENNIAL STREAM/ WETLAND
IMPACT MAP
YANCEYVILLE APARTMENTS
GREEN MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, INC 27409
Tel: [phone]
CERTIFICATE #P-0826
www.greenmountainengineers.com

PLAN VIEW NA7H SLOPE STABIL17AMON
NOT TO SCALE
6. AFTER THE SANITARY SEWER LINE IS PLACED
UNDER AND ACROSS THE STREAM, REBUILD
STREAM BANKS AND ARMOR THEM WITH
a
RIP —RAP, (SEE CROSS SECTION DETAIL ON THIS
o3
LL
rn
SHEET).
I_8
1 MEW VA7H P
NOT TO SCALE
1. BEGIN STREAM CROSSING IN THE MORNING ON A DAY WHEN
THERE IS NO CHANCE FOR RAIN.
2. SET UP HIGH —CAPACITY PUMP AND SAND —BAG BERM
SYSTEM AS SHOWN.
3. INSTALL SPLASH OUTLET AT DISCHARGE END OF PIPE, (SEE
DETAIL).
4. OPERATE PUMP AS NEEDED, CONTINUOUS OR PERIODICALLY
DEPENDING ON FLOWS.
5. SECURE PUMP INFLOW AND OUTFLOW PIPES IN PLACE WITH
STAKES AND CABLE OR ROPES AS NEEDED TO PREVENT
MOVEMENT.
YANCYVILLE APARTMENTS
3305 YANCEYVILLE STREET
HUNT DEVELOPMENT GROUP, LLC
8251 BALLARD ROAD
COLFAX, NC 27235
336-471-7835
GO'-
co- I
3. 83,
'. Ll_ -E
NCNCUTIRC BASE
1 I CENTER ONE PIPE SEGMENT UNDER STREAM I I I L_
1G ES F_ ....
_ �N
/uxK S_ FACE IOF
STRUCTURE
Al ­T OF STF—RE
/ acB ,S.. ays coNG GP 5' COLLAR HEIGHT
CONCRETE COLLAR SECTION
NTS
DETAILS
YANCEYVILLE APARTMENTS
+
RONU11PE
a' I
d5 RE BOWEL G 10. O.C.
EMBED INTO PRECAST 4• MIN.
USING SIKADUR ANCHORFIX-2.
/EXTEND B• INTO CGLIAR AND
TERMINATE WITH A 4. 90' HOOK.
T OF 9.
BLOCKOUT BY PIZ=CXSTER. IF BLOCKO
PREGAST DIFFERS 1HNi a IS SHOW
UDIMENSIONS EED TBE ADJUHSO T
THE
THE HOO - A NOCOST
12.2" MIN
UD
cBNICTN°cTE B1CK
TO SUP_ PIPE
DURING K SFAL
INSTsuAnoN AND
POURING OF FIDOR.
CONCRETE COLLAR ELEVATION
NTS

SITE ACCESSIBILITY NOTES:
1. LANDINGS OUTSIDE ALL DOORS SHALL BE SIZED PER THE
NORTH CAROLINA BUILDING CODE (NCBC), BE AT THE
SAME ELEVATION AS THE FFE, AND SHALL HAVE A MAX.
2.0% SLOPE IN ANY DIRECTION, INCLUDING THE DIAGONAL.
2. THE SLOPES IN THE H.C. PARKING SPACE/ACCESS AISLE
AREA SHALL NOT EXCEED 2.0% IN ANY DIRECTION,
INCLUDING THE DIAGONAL.
3. THERE SHALL BE LEVEL TURNING AREAS (MAX. 2.0%
SLOPE IN ANY DIRECTION, INCLUDING THE DIAGONAL) ON
ALL SIDEWALKS WHERE AN INTERSECTING SIDEWALK
CONNECTS WITH IT.
4. THERE SHALL BE NO DESIGNATED PEDESTRIAN
ROUTES/SIDEWALKS WITHIN THE SITE, EXCEPT WHERE
LABELED AS A RAMP WITH RAILS, WHICH EXCEEDS A 5%
SLOPE IN THE DIRECTION OF TRAVEL AND A 2%
CROSS -SLOPE.
5. ALL PEDESTRIAN ROUTES >5% (1:20). IF ANY, ARE
LABELED AS "RAMPS" SHOWING SLOPES, LEVEL LANDINGS
AT THE TOP AND BOTTOM(MAX. 2.0% SLOPE IN ANY
DIRECTION, INCLUDING THE DIAGONAL)
DAILINGS/GUARDRAILS, AND SHALL COMPLY WITH NCBC.
6. ALL STAIRS SHALL HAVE SLIGHTLY SLOPED LANDINGS
MAX. 2.0% SLOPE IN ANY DIRECTION, INCLUDING THE
DIAGONAL) AT THE TOP AND BOTTOM AND SHALL COMPLY
WITH NCBC.
7. ALL RETAINING WALLS >4' REQUIRE A BUILDING PERMIT
FROM BUILDING INSPECTIONS.
8. STAIRS/STEPS WITH LESS THAN A 12" ELEVATION CHANGE
SHALL COMPLY WITH NCBC 1003.5.
9. ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A
DEMOLITION PERMIT FROM BUILDING INSPECTIONS.
10. EXTERIOR EXIT DISCHARGE ILLUMINATION/LIGHTING SHALL
BE REQUIRED FROM ALL EXIT DOORS TO THE PUBLIC WAY
IN COMPLIANCE WITH NCBC 1006.
11. ALL EXITS ARE REQUIRED EXITS AND SHALL BE
ACCESSIBLE.
12. CLOSEST FIRE HYDRANT IS LOCATED ON REVERE DRIVE,
315 FEET AWAY FROM THE ENTRANCE OF THE SITE.
EIP
I
I
I
I
I
GENERAL CONSTUCTION NOTES:
1. IDENTIFICATION AND LOCATION OF ALL EXISTING UTILTIES IN AND NEAR THE
AREAS OF PROPOSED WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.
DAMAGE TO UTILITIES EITHER SHOWN OR NOT SHOWN ON THIS PLAN IS THE
CONTRACTOR'S RESPONSIBILITY.
2. CONTRACTOR MUST CONTACT NC ONE -CALL, CITY OF GREENSBORO, AND
OTHER SERVICE PROVIDERS TO LOCATE ALL UTILITIES PRIOR TO ANY
CONSTRUCTION OR EXCAVATION.
3. CONTRACTOR SHALL REFER TO EROSION & SEDIMENTATION
CONTROL PLAN FOR EROSION CONTROL REQUIREMENTS. NOTE SOME ACTIONS
ARE REQUIRED PRIOR TO DEMOLITION OF EXISTING CONDITIONS.
4. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH STANDARDS AND
SPECIFICATIONS OF CITY OF GREENSBORO, LATEST EDITION AND SHALL
COMPLY WITH REQUIREMENTS OF NCDEQ. IN CASES WHERE CITY OF
GREENSBORO AND NCDEQ STANDARDS AND SPECIFICATIONS CONFLICT, THE
MORE STRINGENT SHALL APPLY.
5. WORK WITHIN PUBLIC RIGHT OF WAY SHALL COMPLY WITH NCDOT TRAFFIC
CONTROL REQUIREMENTS. A SAFE CONDITION MUST BE PROVIDED AT ALL
TIMES.
6. CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED UTILITY RELOCATION AND/OR
ABANDONMENT. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY
LOCATIONS WITH THE APPROPRIATE UTILITY PROVIDER.
7. NO SUBSURFACE INVESTIGATION OR UTILITY LOCATION PROVIDED BY GREEN
MOUNTAIN ENGINEERING, PLLC
8. REFER TO ARCHITECTURAL PLANS FOR DETAILED BUILDING DIMENSIONS. DO
NOT USE BUILDING DIMENSIONS ON THIS PLAN FOR BUILDING STAKE -OUT.
9. CONTRACTOR TO SEED AND STABILIZE DISTURBED AREAS IN ACCORDANCE WITH
SEEDING SPECIFICATIONS OF CITY OF GREENSBORO EROSION CONTROL
DEPARTMENT.
TRANSPORTATION NOTES:
NO PLANTINGS OR OTHER OBJECTS SHALL
BE PLACED WITHIN SIGHT TRIANGLES AT A
HEIGHT
BETWEEN 2.5' AND 10' (CANOPY) ABOVE THE
FINISHED
GRADE OF THE PROPOSED DRIVEWAY OR
WITHIN ANY
STREET INTERSECTION SIGHT TRIANGLE.
REPAIR/REPLACE ANY DAMAGED OR
MISSING CURB AND GUTTER ALONG PROPERTY
FRONTAGE PER 30" COG 501.
PROVIDE MINIMUM 4' SIDEWALK WIDTH
CLEARANCE AROUND ALL ABOVE GROUND
UTILITIES.
UTILITY NOTES
1. ALL CONSTRUCTION TO BE TO GSO/NCDEQ STDS.
2. ALL ON -SITE PRIVATE WATER/SEWER TO BE MAINTAINED BY
OWNER.
3. CLEANOUTS IN LOAD BEARING AREAS TO BE PER GSO 224.
4. METER/BACKFLOW AND ENCLOSURES TO BE COG STANDARDS.
5. METERS CANNOT BE LOCATED IN LOAD BEARING AREAS.
6. TERMINATE EXISTING/UNUSED WATER/SEWER TO THE MAIN TO
COG STANDARDS.
7. ALL STANDARD NCDEQ/COG REQUIRED UTILITY SEPARATIONS
MUST BE PROVIDED.
8. SERVICES THAT TIE INTO MANHOLE MUST DO SO AT THE
SHELF UNLESS MANHOLE IS GREATER THAN 10' THEN USE A
RELINER INSIDE DROP.
9. METERS CANNOT BE SET UNTIL EASEMENTS ARE RECORDED
AND PROVIDED TO WATER RESOURCES.
10. THERE IS NOT A FIRE PUMP ASSOCIATED WITH THIS PROJECT.
11. MULTIPLE USERS CAN REQUIRE TANDEM BACKFLOW
PREVENTERS.
12. TAPS ON WATER/SEWER LINES 16" OR LARGER MUST BE
PERFORMED BY WATER RESOURCES PERSONNEL.
13. NO STRUCTURE OR ITS AREA OF INFLUENCE IS ALLOWED
WITHIN WATER OR SEWER EASEMENTS TO THE BOTTOM OF
THE APPLICABLE UTILITY.
PLUMBING PERMIT NOTICE:
PLUMBING INSPECTION REQUIRED ON 2" WATER SERVICE AND 4"
SEWER SERVICE. CALL DEVELOPMENT SERVICES AT 336-373-2155
FOR PERMIT.
CONSTRUCTION INSPECTION:
CONSTRUCTION INSPECTION REQUIRED FOR 6" WATER LINE AND 8"
SANITARY SEWER. CALL 336-373-2377 TO SCHEDULE INSPECTOR.
NOTE - MAILBOX CBU'S ARE TO BE LOCATED INSIDE THE BREEZEWAY
FOR EACH BUILDING. BREEZEWAY MUST BE ACCESSIBLE BY USPS.
PUBLIC STORM SEWER INSPECTION
REQUIRED
PRIOR TO PUBLIC STORM SEWER INSTALLATION, CONTACT
ANDY VINCENT AT [phone] TO SCHEDULE THE
ASSIGNMENT OF AN INSPECTOR
STREAM IMPACT
LINEAR STREAM
STREAM
WETLAND IMPACT
TYPE
IMPACT
IMPACT
ZONE
(FEET)
(SQUARE FEET)
(SQUARE FEET)
PERMANENT SEWER
20
311
4,682
CROSSING
TEMP. PUMP
_
210
225
AROUND IMPACT
SITE DATA:
1. PROPERTY ADDRESS: 3305 YANCEYVILLE STREET
GREENSBORO,NC
2. PIN: 7876037139
CHARLES C. OVERBY, III
D.B. 7656 PG. 1713
P.B. 11 PG. 12 LOTS 23 & 24
3. TOTAL AREA: 5.88 ACRES
AREA ACQUIRED BY GDOT: 1287 SF
AREA TO BE DEDICATED: 4252 SF
4. BOUNDARY INFORMATION AND TOPOGRAPHIC INFORMATION
LOCATED BY GREEN MOUNTAIN ENGINEERING, PLLC.
5. TOPOGRAPHY SHOWN OFF -SITE WAS TAKEN FROM AVAILABLE
GIS
6. WETLANDS SHOWN WERE DELINEATED BY PROGRESS
ENVIRONMENTAL INC.
7. ZONING: CD-RM-18, CD5125AMENDMENT
ZONING CONDITIONS:
USES LIMITED TO MULTI -FAMILY RESIDENTIAL USES.
BUILDINGS SHALL BE A MAXIMUM OF 50 FEET IN HEIGHT.
A MINIMUM 6 FOOT TALL OPAQUE FENCE SHALL BE
CONSTRUCTED BETWEEN ANY PERMANENT SITE
IMPROVEMENTS (I.E. BUILDINGS, PARKING AREAS,
OUTDOOR RECREATION AREAS, ETC.) AND THE SOUTHERN
PROPERTY BOUNDARY ADJACENT TO GUILFORD COUNTY
PARCEL NUMBER 5631, ALSO KNOWN AS 3305 YANCEYVILE
STREET.
8. PROPOSED GROSS FLOOR AREA: 38,230 SF
9. PROPOSED LAND USE:
APARTMENTS, 98 UNITS (50 1 BR, 48 2 BR)
10. OPEN SPACE REQUIREMENTS:
435 SF PER DWELLING UNIT= 41,760 SF
11. PARKING REQUIREMENTS:
50'1.25 + 48'1.5 = 135 SPACES REQUIRED INCL 6 ACCESSIBLE
PARKING PROVIDED:
135 SPACES INCL. 6 ACCESSIBLE
12. LAT/LONG (AT PROPOSED ENTRANCE):
N36° 07' 08", W79° 46' 27"
13. LANDSCAPE BUFFER REQUIREMENTS:
STREETYARD: 10' WIDTH
PERIMETER: 15' TYPE C
14. SO LS DATA:
VUB, CFB
15. DISTURBED AREA: 3.78 ACRES
16. EXISTING BUILT UPON AREA= 0.13t AC
17. BUILT UPON AREA REMOVED=0.13t AC
18. PROPOSED BUILT UPON AREA= 2.05t AC
19. THIS PROPERTY IS LOCATED IN ZONE "X" AS DETERMINED BY
THE FEDERAL EMERGENCY MANAGEMENT AGENCY. MAP NO.:
3710787600J DATED: JULY 18TH 2O07.
LEGEND:
LIGHT DUTY PAVING
PER DETAIL 2, SEE SHEET C-5.2....
CONCRETE PAVING .............................
HEAVY DUTY
ASPHALT PAVING ...............................
.......
TYPICAL CUT-FF LIGHT FIXTURE
0% LIGHT EMITTED ABOVE 90`
10% LIGHT EMITTED ABOVE 80'
:,
7
z� PEAK CANDLEPOWER \
SITE LIGHTING NOTE:
1. SITE LIGHTING SHALL COMPLY WITH
CITY OF GREENSBORO LAND
DEVELOPMENT ORDINANCE SECTION
30-9-6.
SITE KEY NOTES
OREQUIRED ENTRANCES
(ADA ACCESSIBLE)
© EXIT
ZONE 1
TOP OF BANK
CENTERLINE
OF STREAM
20' 30'
50, 50,
B FFER BUF ERA
30, 20'..
ZONE 2�.
INTERMITTENT & PERRENIAL STREAM
DEVELOPMENT (10 -50 ACRES)
STREAM BUFFER
ILLUSTRATION
NOT TO SCALE
ZONE 1 - UNDISTURBED AREA OF VEGETATION EXTENDING THE FIRST 25 FEET
LANDWARD FROM THE TOP OF THE STREAM BANK'S NORMAL WATER LEVEL OF
OTHER WATER BODIES ON ALL SIDES OF THE SURFACE WATER MEASURED
HORIZONTALLY ON A LINE PERPENDICULAR TO A VERTICAL LINE MARKING THE
TOP OF THE BANK.
ZONE 2 - AREA OF VEGETATION BEGINNING AT THE OUTER EDGE OF ZONE 1
AND EXTENDING LANDWARD 25 FEET (50 FEET TOTAL BUFFER WIDTH) AS
MEASURED HORIZONTALLY ON A LINE PERPENDICULAR TO THE SURFACE WATER.
OFF -SITE DRAINAGE AREA
0.34 ACRES AND 11.46 CFS @ 10-YEAR STORM
EVENT OF OFF -SITE DRAINAGE AREA THAT
BY-PASSES THE SAND FILTER
PERMANENT CLEAN WATER w
DIVERSION SWALE (CWD 1) 6 O0 Z
DA = ±3.35 AC - � 40' BUILDING SETBACK
SEE SHEET 4.3 FOR DETAIL 0 Q
& CALCULATIONS w PERMANENT
=74CHANNEL (PCH #2)
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+ I,�., .I I.g. +. +. 1 , / I II I APARTMENT BUILDING METER ❑ METER ❑
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2" DIP WATER I ❑ /
USE: RESIDENTIAL I I''`' B
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"+"I cn I' . I 4" DIP FIRE
+ + + + + I / ' ° 4" PVC SEWER 49 UNITS
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5' DIA. SSMH-OS-A (D GHOU-
RIM:752.00 242.63' of 8" PVC O 0.93% E-
ZONE II SSMH-1 � w A
I RIM: w 385.27' of 8" PVC O 1.95%
20' STREAM BUFFER - w TYPE C LANDSCAPE YARD 303.06 of 8" PVC O 1.19%
INV IN:741.50 8" RCP b
ZONE I INV OUT:741.40 8" RCP N w SSMH-2
I 30 STREAM BUFFER RIM: 766.00 35.11' of 8" PVC O 9.97% 6' PRIVACY FENCE
INV IN:760.10 8" RCP PIN: 7876036094
TOP OF BANK ZONE II INV OUT:760.00 8" RCP HERITHA R JONES & RUTH N CLOSS
I ZONE I 20' STREAM BUFFER D.B. 4234 PG. 242
LOT 25, P.B. 11 PG. 12
30' STREAM BUFFER ZONING: R-5
I USE: RESIDENTIAL
LUC 1
I
I
LEGEND: 2" DOUBLE CHECK
EIP = EXISTING IRON PIPE ASSEMBLY TO BE
INSTALLED IN SPRINKLER
EIR = EXISTING IRON ROD STORMWATER NOTES: 2" WATER METER ROOM WITH A DRAIN
IRS = IRON ROD SET ABOVE GROUND 2" 2" BLIND FLANGE. 12" ABOVE FIFE
1. ALL STORM DRAINAGE SHALL BE CLASS III RCP UNLESS OTHERWISE SPECIFIED. REDUCED PRESSURE ZONE WITH 2" THREADED TAP
EXISTING UTILITY POLE BACKFLOW PREVENTER.
O EXISTING SANITARY SEWER MANHOLE 2. ALL STORM DRAINAGE MUST BE INSTALLED TO CITY OF GREENSBORO .D.C. LOCATION VARIES
STANDARDS AND SPECIFICATIONS.
0 EXISTING STORMWATER MANHOLE � 4" DI TO BLIND FLANGE
w/ 2" THREADED TAP
0 EXISTING STORMWATER CURB INLET 3. STORM -WATER CONSTRUCTION DRAWINGS AND AS -BOLTS REQUIRED. 4"PLUG w/2" TAP v IN SPRINKLER ROOM
4"X4"TEE -
P.B.=PLAT BOOK 4. MAINTAIN GUTTER FLOW ACROSS DRIVEWAY ALONG YANCEYVILLE STREET - NO 6"x4" TEE
DB=DEED BOOK STREET RUNOFF IS TO ENTER PRIVATE PROPERTY. and 4" VALVE
PG.=PAGE
GIVE SURVEYED BOUNDARY LINE
ABUTTER PROPERTY LINE 5. PUBLIC STORM SEWER MUST BE INSTALLED PER NCDOT SPECIFICATIONS.
EXISTING CURB TYPICAL 48 UNIT BUILDING WATER SERVICE
---W-----W-----W--- EXISTING WATER MAIN NOT TO SCALE
-- G ----- G -- EXISTING GAS MAIN
-- SS ----- SS -- EXISTING SEWER MAIN
-- ST----- ST-- EXISTING STORM SEWER PIPE
EX. SS MH
TOP 754.58 PIN: 7876037363
IN 740.16 JULIA P BREWER
OUT 740.06 D.B. 3815 PG. 1846
LOT 22, P.B. 11 PG. 12 SIDEWALK TO BE CONSTRUCTED
DA = 400 AC DMUE OVER & 15' ALONG YANCEYVILLE STREET
C = 0.65 AROUND SAND FILTER ZONING: R-5 WITH COG SIDEWALK PROJECT
1100 = 6.58 PROPOSED OPEN SPACE/TREE USE: RESIDENTIAL DWG NO. G-1255
0100 = 1,711 CFS LUC 1
CONSERVATION (35,370 SF) g w z PERMANENT R/W & ESMT RECORDED I
of (9 w CLEAN WATER D.B. 7988 PG. 62
RETAINING WALL IO _z w w DIVERSION SWALE 4,252 SF TO BE DEDICATED TO
(DESIGNED BY OTHERS) ¢ (9 Z (CWD #1) THE CITY OF GREENSBORO�
+ + + o w
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0, <_ < c_ <_ COG STD. 1001
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ABOVE
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NC NAD83
NSRS 2011
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EX. 24" RCP STP
r
EX. 8" VCP SS
EX. STORM MANHOLE
EX. 24" RCP STP
-F
PROPOSED 6"x8" TAPPING SLEEVE AND
VALVE. INSTALLED WITH OPEN CUT TIE INE
AND REPAIR TO C.O.G. STANDARDS
& HYDRANT � EX. 18" RCP STP
3 26.5'
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COG STD 416-B
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TOP 782.01
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GRAPHIC SCALE
50 0 25 50 100 200
GREEN MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, NC 27409
Tel: [phone]
CERTIFICATE #P-0826
www.greenmountainengineers.com
SEALS:
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CLIENT:
HUNT DEVELOPMENT
GROUP, LLC
8251 BALLARD ROAD
COLFAX, INC 27235
336-471-7835
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DRAWN: TLM
DATE: 2020-07-02
PROJECT: 19-077
REVISIONS:
T10NMUSTC
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BEFORE YOU DIG!
CALL 811 N.C. ONE -CALL CENTER
IT'S THE LAW!
JOB. NO: 19-077
SHEET TITLE:
SITE LAYOUT &
UTILITY PLAN
SCALE: 1 "=50'
( IN FEET )
1 Inch = 50 Feet
SHEET NO.:
C-2.0

SITE DATA:
1. PROPERTY ADDRESS: 3305 YANCEYVILLE STREET
GREENSBORO,NC
2. PIN: 7876037139
CHARLES C. OVERBY, III
D.B. 7656 PG. 1713
P.B. 11 PG. 12 LOTS 23 & 24
3. TOTAL AREA: 5.88 ACRES
AREA ACQUIRED BY GDOT: 1287 SF
AREA TO BE DEDICATED: 4252 SF
4. BOUNDARY INFORMATION AND TOPOGRAPHIC INFORMATION
LOCATED BY GREEN MOUNTAIN ENGINEERING, PLLC.
5. TOPOGRAPHY SHOWN OFF -SITE WAS TAKEN FROM AVAILABLE
GIS
6. WETLANDS SHOWN WERE DELINEATED BY PROGRESS
ENVIRONMENTAL INC.
7. ZONING: CD-RM-18, CD5125 AMENDMENT
ZONING CONDITIONS:
USES LIMITED TO MULTI -FAMILY RESIDENTIAL USES.
BUILDINGS SHALL BE A MAXIMUM OF 50 FEET IN HEIGHT.
A MINIMUM 6 FOOT TALL OPAQUE FENCE SHALL BE
CONSTRUCTED BETWEEN ANY PERMANENT SITE
IMPROVEMENTS (I.E. BUILDINGS, PARKING AREAS,
OUTDOOR RECREATION AREAS, ETC.) AND THE SOUTHERN
PROPERTY BOUNDARY ADJACENT TO GUILFORD COUNTY
PARCEL NUMBER 5631, ALSO KNOWN AS 3305 YANCEYVILE
STREET.
8. PROPOSED GROSS FLOOR AREA: 38,230 SF
9. PROPOSED LAND USE:
APARTMENTS, 98 UNITS (50 1 BR, 48 2 BR)
10. OPEN SPACE REQUIREMENTS:
435 SF PER DWELLING UNIT= 41,760 SF
11. PARKING REQUIREMENTS:
50'1.25 + 48'1.5 = 135 SPACES REQUIRED INCL 6 ACCESSIBLE
PARKING PROVIDED:
135 SPACES INCL. 6 ACCESSIBLE
12. LAT/LONG (AT PROPOSED ENTRANCE):
N36° 07' 08", W79° 46' 27"
13. LANDSCAPE BUFFER REQUIREMENTS:
STREET YARD: 10' WIDTH
PERIMETER: 15' TYPE C
14. SOILS DATA:
VUB, CFB
15. DISTURBED AREA: 3.78 ACRES
16. EXISTING BUILT UPON AREA= 0.13±AC
17. BUILT UPON AREA REMOVED=0.13±AC
18. PROPOSED BUILT UPON AREA= 2.05±AC
19. THIS PROPERTY IS LOCATED IN ZONE "X' AS DETERMINED BY
THE FEDERAL EMERGENCY MANAGEMENT AGENCY. MAP NO.:
3710787600J DATED: JULY 18TH 2O07.
TREE CONSERVATION NOTES:
1. CONTACT THE PLANNING DIRECTOR TO SCHEDULE A
PRE -CONSTRUCTION MEETING BEFORE ANY TREE DISTURBANCE,
EXCEPT AS NOTED IN SEC. 30-4-26.3(C)(5), OCCURS ON THIS
SITE.
2. ALL TREE CONSERVATION DEVICES MUST BE INSTALLED BEFORE
INSPECTION BY THE PLANNING DIRECTOR AND BEFORE ANY TREE
DISTURBANCE ACTIVITIES, EXCEPT AS NOTED IN SEC.
30-4-26.3(C)(5), OCCUR.
3. REMOVAL OF OR DAMAGE TO TREES IN THE TREE CONSERVATION
AREA WILL BE SUBJECT TO ALL AVAILABLE REMEDIES AND
PENALTIES UNDER THE CITY'S DEVELOPMENT ORDINANCE.
4. NO PARKING, STORAGE, DIRT STOCKPILING, CONCRETE WASHOUT
OR ANY OTHER ACTIVITIES IS PERMITTED IN THE TREE
CONSERVATION AREA.
RETAINING WALL TO BE
DESIGNED BY OTHERS
TG= TOP GRADE OF WALL
BG= BOTTOM GRADE OF WALL
Table 12-1: Tree Conservation Area Requirements
Area of Parcel Required I CA for No�
0 - 1.260 1% of lot size 1% of disturbed area
1.261- 5 51% of lot size 5% of disturbed area
Greater than 5 10% of lot size 10% of disturbed area
STP-1 DETAIL
CONTROL
JOINTS
30 0 15
NC NAD83
NSRS 2011
GRAPHIC SCALE
30 60
( IN FEET )
1 Inch = 30 Feet
120
Denny Rd �zt
o_ Rankin Rd
E
a T \\
s /
a v
= o
0
n^ o
LE
Spry
IT
Bond St S' Guest St
Leaf Ln
� C
m Wom
on
20th t
19th
t
ake Spring Ct
16th St 17th t
ONEACHSIDE)
NEC L6"LAR (MIN 6
� PIN: 787603736\3, _
/ , JULIA P BREWER \ \ YI-16(000#424/425)-
�D.B. 3815 PG. 1846 RIM:785.00 \ - -
235.2T of 18 RCP LOT 22, P.B. 11 PG. 12 \ GI-13 (COG#405/409) A
my IN:768.20 18" RCP Crb 1 32% V INV IN:780.90 15" RCP
INV OUT:76 .40 24" RCP / ZONING: R-5 INV OUT:780.80 15" RCP RIM:777.00 \ \
USE: RESIDENTIAL INV OUT:773.60 18" RCP \ \ \
DMUE OVER & 15' \
AROUND SAND FILTER \ / / V A A \ YI-17 (COG#424/425)
/ GI-12 (COG#405-409) RIM:786.90 A
0 w / RIM:776.00 PERMANENT CLEAN WATER INV OUT:783.00 15" RCP v
- - - - _ - - _ / Of Q / INV IN:770.50 18" RCP w DIVERSION SWALE (CWD 1)
DIVERSION SWALE SHALL NOT BE - TG= 767.0 - - - - - Z w INV OUT:770.40 18' RCP C9 Z SLOPE \ - -
�� 336.32' of 1 RCP w
DIRECTED OVER PROPERTY LINE Q _ - PERMANENT of z � STABILIZATION DA = ±3.35 AC V A
_ - BG= 767.75 oy�� ^ 5 59% - - - _ _ / ° - w SEE SHEET 4.3 FOR DETAIL w w v _ - - - sTOABI�IZATION
CWD #3 U MATTING C9 Z _
----_-- - / �� n� �� Q PERMANENT
�oofQ A ------ -
- < 8' 04' 12"E 1323.11'- - - -_ - - w - - - CWD #2 $� CALCULATIONS 0 Z w v v PERMANENT PERMANENT MATTING
v - - -
v /
d� ��90 �'9, v-7CHANNEL (PCH #2) CWD #1
36.78' of 24' RCP
@2.45%, ❑Y
i ,/ /,/ / 778 \
FES 1 (18" RCP) � / ❑ / / / ❑� ❑ ❑\❑
INV OUT: 764.50 ❑ / / A A i ❑ ❑ _ ❑ ❑ ❑ \ \
❑ A 118.02' of 18" RCP \ A �� - - - ❑ ❑❑❑ \ i
of 24" RCP ::: ': 77. v 1.8s% >> \ PROPOSED 3 STORY - - - ❑ - - v v\ ❑ ❑ ❑ \ ❑ 71 ❑ ❑ ❑ ❑ ❑ a
/ \ 6 ❑ \ \ ❑
/ @ 0.94% L 76.s 7: v v v \ APARTMENT BUILDING v v v
78. v v v v. 49 UNITS v v El
❑_ _ v v v v v v ��
❑-30.70' of 18" RCP
v v vFFE 778.5 � � v v v 78. � v v v � v
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THROAT:774.0. / \ \ \ \ \ _ - \
/ INV IN:768.20 18" RCP / v 278:� v v v ��� v APARTMENT BUILDING \ \ 83.s
INV OUT:767.70 24" RCP 773 8 V A \ _ A V GI-11 (COG#405/409) \ \ \ STMH-16 (COG 420-A)
\ RIM: 778.00 49 UNITS RIM: 783.79 /
BG= 767.75 \ \ \ \ \ \ INV OUT:774.89 15" RCP �S \
/`��.:.��::� \ v v 7s. v v v v v v v ❑ V `�� FFE 783.E IN:778.00 18" RCP /
76. v v v v _ V \ _
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774.
- 82.6 82.1 83.6
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1.84%
,I-15 (COG#405/409) � V � � CI-3 (COG#402) � � _ �N88' 04' 32"W 1245.88' A � / � _
RIM:765.36 THROAT:772.90 / 782 3 i
A CI-4 (COG#402) SLOPE SO'� !\j
OUT:758.20 15" RCP \ INV IN:768.90 18" RCP THROAT:772.90 i 385.27' of 8" PVC @ 1.95%
\ INV OUT:768.80 18" RCP i STABILIZATION _ - - -
INV IN:769.30 18" RCP i MATTING - - V \ / / / / - 29
INV OUT:769.20 18" RCP
V A \ \ / CI-7 (COG#402) / / 303.06' of 8" PVC @ 1.19% \/ i
V A CI-5 (COG#402) RIM:778.50 132.04' of 15" RCP
SSMH-2 \ THROAT: STMH-6 (COG#400) INV IN:773.60 15" RCP @ 0.98% /'4
RIM:-766.00 35.11' of 8" PVC�9.97% RIM:777.34 INV OUT:773.50 15" RCP STMH-9 (COG#400) I iINV IN:771.40 18" RCP , INV IN:760.10 8" RCf� INV IN:773.30 15" RCP RIM:783.00 INV OUT:771.30 18" RCP
\ INV OUT44/
:760.00 8" RCP \ INV IN:773.40 15" RCP / CI-8 (COG#402) INV IN:776.90 15" RCP � �
INV OUT:773.00 18" RCP THROAT: INV OUT:776.80 15" RCP ��47
\ 19.36' of 15" RCP INV IN: 775.50 15" RCP
\ \ \ \ PIN: 78760360I94 / / / @ 1.03% INV OUT:775.40 15" RCP
\ \ HEF$ITHA R JONES & R TH N CLOSS 160.69' of 18" RCP
\ \ / D.B. 4234 PG./242 / @ 1.00%
LOT 25, P.B. 11/ PG. 12 / / / 189.03' of 15" RCP
\ ZONING: /R-5 / / / @ 0.95%
USE: RESIDENTIAL
\\ \\ A LU1 / / / Q
ENGINEER'S CERTIFICATION OF
V v STORMWATER QUANTITY CONTROL
//,
NOTES
ALL NECESSARY APPROVALS HAVE BEEN/WILL BE
OBTAINED FROM THE STATE AND CORPS FOR
ANY STREAM CROSSINGS/WETLAND
DISTURBANCE.
ALL ROOF DRAINS REQUIRE SPLASH BLOCKS
PURSUANT TO GENERALLY ACCEPTED ENGINEERING STANDARDS, I CERTIFY THAT THE
FOLLOWING STATEMENT OR STATEMENTS ARE ACCURATE WITH RESPECT TO THE PRELIMINARY
PLAN/SITE PLAN THOMAS ESTATES;
THE STORMWATER CONTROL STRUCTURE(S) SHOWN ON THIS PLAN IS (WILL BE)
DESIGNED TO REDUCE THE PEAK FLOW RATES IN THE POST -DEVELOPMENT 2-YEAR 24
HOUR STORM EVENT, THE 10-YEAR 24 HOUR STORM EVENT, AND THE 1-YEAR 24 HOUR
STORM EVENT TO PRE -DEVELOPMENT PEAK FLOW RATES.
THE 10% POINT IS LOCATED UPSTREAM OF THE SITE OUTLET; THEREFORE NO
ADDITIONAL QUANTITY CONTROL IS REQUIRED.
C.
P.E. SEAL lftI ` /
SIGNATURE
DATE
GREEN MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, NC 27409
Te1:336.294.9394
CERTIFICATE #P-0826
www.greenmountainengineers.com
SEALS:
CLIENT:
HUNT DEVELOPMENT
GROUP, LLC
8251 BALLARD ROAD
COLFAX, INC 27235
336-471-7835
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DRAWN: TLM
DATE: 2020-07-02
PROJECT: 19-077
REVISIONS:
JOB. NO: 19-077
SHEET TITLE:
GRADING &
DRAINAGE PLAN
SCALE: 1 "= 30'
SHEET NO.:
C-3.0

SITE ACCESSIBILITY NOTES:
1. LANDINGS OUTSIDE ALL DOORS SHALL BE SIZED PER THE
NORTH CAROLINA BUILDING CODE (NCBC), BE AT THE
SAME ELEVATION AS THE FFE, AND SHALL HAVE A MAX.
2.0% SLOPE IN ANY DIRECTION, INCLUDING THE DIAGONAL.
2. THE SLOPES IN THE H.C. PARKING SPACE/ACCESS AISLE
AREA SHALL NOT EXCEED 2.0% IN ANY DIRECTION,
INCLUDING THE DIAGONAL.
3. THERE SHALL BE LEVEL TURNING AREAS (MAX. 2.0%
SLOPE IN ANY DIRECTION, INCLUDING THE DIAGONAL) ON
ALL SIDEWALKS WHERE AN INTERSECTING SIDEWALK
CONNECTS WITH IT.
4. THERE SHALL BE NO DESIGNATED PEDESTRIAN
ROUTES/SIDEWALKS WITHIN THE SITE, EXCEPT WHERE
LABELED AS A RAMP WITH RAILS, WHICH EXCEEDS A 5%
SLOPE IN THE DIRECTION OF TRAVEL AND A 2%
CROSS -SLOPE.
5. ALL PEDESTRIAN ROUTES >5% (1:20). IF ANY, ARE
LABELED AS "RAMPS" SHOWING SLOPES, LEVEL LANDINGS
AT THE TOP AND BOTTOM(MAX. 2.0% SLOPE IN ANY
DIRECTION, INCLUDING THE DIAGONAL)
DAILINGS/GUARDRAILS, AND SHALL COMPLY WITH NCBC.
6. ALL STAIRS SHALL HAVE SLIGHTLY SLOPED LANDINGS
MAX. 1.5% SLOPE IN ANY DIRECTION, INCLUDING THE
DIAGONAL) AT THE TOP AND BOTTOM AND SHALL COMPLY
WITH NCBC.
7. ALL RETAINING WALLS >4' REQUIRE A BUILDING PERMIT
FROM BUILDING INSPECTIONS.
8. STAIRS/STEPS WITH LESS THAN A 12" ELEVATION CHANGE
SHALL COMPLY WITH NCBC 1003.5.
9. ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A
DEMOLITION PERMIT FROM BUILDING INSPECTIONS.
10. EXTERIOR EXIT DISCHARGE ILLUMINATION/LIGHTING SHALL
BE REQUIRED FROM ALL EXIT DOORS TO THE PUBLIC WAY
IN COMPLIANCE WITH NCBC 1006.
11. ALL EXITS ARE REQUIRED EXITS AND SHALL BE
ACCESSIBLE.
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1. IDENTIFICATION AND LOCATION OF ALL EXISTING UTILTIES IN AND NEAR THE
AREAS OF PROPOSED WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.
DAMAGE TO UTILITIES EITHER SHOWN OR NOT SHOWN ON THIS PLAN IS THE
CONTRACTOR'S RESPONSIBILITY.
2. CONTRACTOR MUST CONTACT NC ONE -CALL, CITY OF GREENSBORO, AND
OTHER SERVICE PROVIDERS TO LOCATE ALL UTILITIES PRIOR TO ANY
CONSTRUCTION OR EXCAVATION.
3. CONTRACTOR SHALL REFER TO EROSION & SEDIMENTATION
CONTROL PLAN FOR EROSION CONTROL REQUIREMENTS. NOTE SOME ACTIONS
ARE REQUIRED PRIOR TO DEMOLITION OF EXISTING CONDITIONS.
4. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH STANDARDS AND
SPECIFICATIONS OF CITY OF GREENSBORO, LATEST EDITION AND SHALL
COMPLY WITH REQUIREMENTS OF NCDEQ. IN CASES WHERE THE CITY OF
GREENSBORO AND NCDEQ STANDARDS AND SPECIFICATIONS CONFLICT, THE
MORE STRINGENT SHALL APPLY.
5. WORK WITHIN PUBLIC RIGHT OF WAY SHALL COMPLY WITH NCDOT TRAFFIC
CONTROL REQUIREMENTS. A SAFE CONDITION MUST BE PROVIDED AT ALL
TIMES.
6. CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED UTILITY RELOCATION.
CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY LOCATIONS WITH THE
APPROPRIATE UTILITY PROVIDER.
7. NO SUBSURFACE INVESTIGATION OR UTILITY LOCATION PROVIDED BY GREEN
MOUNTAIN ENGINEERS, PLLC
8. REFER TO ARCHITECTURAL PLANS FOR DETAILED BUILDING DIMENSIONS. DO
NOT USE BUILDING DIMENSIONS ON THIS PLAN FOR BUILDING STAKE -OUT.
9. CONTRACTOR TO SEED AND STABILIZE DISTURBED AREAS IN ACCORDANCE WITH
SEEDING SPECIFICATIONS OF CITY OF GREENSBORO EROSION CONTROL
DEPARTMENT.
10. RELOCATION AND/OR ABANDONMENT OF ALL UTILITIES REQUIRING RELOCATION
AND/OR ABANDONMENT SHALL BE COORDINATED BY THE CONTRACTOR WITH
THE APPROPRIATE UTILITY COMPANY/PROVIDER.
EROSION CONTROL LEGEND
............................
NO
100E 00M00E 00M110E 00E
LIMITS OF LAND DISTURBANCE
PROP TREELINE
(CLEARING LIMITS)
EXISTING TREELINE
TEMPORARY DIVERSION BERM
(X MARKS GRADE BREAK)
TEMPORARY SILT FENCE
TEMPORARY SILT FENCE WITH
TEMPORARY STONE OUTLET
TEMPORARY CONSTRUCTION
INLET PROTECTION
SEDIMENT BASIN DRAINAGE
AREA DELINEATION LINE
TEMPORARY SLOPE DRAIN w/
DONUT INLET PROTECTION
RIP -RAP OUTLET PROTECTION
❑ ❑ ❑ ❑ SEDIMENT BASIN BAFFLE
SKIMMER
CONCRETE WASHOUT
DISTURBED AREA:
3.78E ACRES
EVALUATION OF SPECIMEN TREES AND STAND OF TREES:
Existing specimen trees and stands of trees must meet all of the
following conditions to be
considered for the tree conservation area:
1. a life expectancy of greater than 10 years;
2. a relatively sound and solid trunk with no extensive decay; and
3. no major insect or pathological problems.
Dead or Unhealthy Trees
1. No tree conservation credit will be allowed for any dead tree,
any tree in poor health, or any tree subjected to grade
alterations.
2. Maintenance of the tree conservation area is the responsibility
of the property owner and/or the owners' association. All dead,
dying, or substantially damaged trees shall be replaced at the
rate specified in 30-5-5.5, Table 5-2.
3. The Planning and Community Development Director may require
trees left standing outside of
4. the tree conservation area to be removed if improperly protected
or determined to be hazardous.
GROUND STABILIZATION CRITERIA
site area
stabilization
stabilization timeframe
description
timeframe
exceptions
Perimeter dikes, swales,
7 days
None
ditches, & slopes
Slopes steeper than
7 days
If slopes are 10' or less in length
3:1
& are not steeper than 2:1, 14
days allowed
Slopes 3:1 or
14 days
7 days for slopes>50 feet in length
flatter
All other areas with slopes
14 days
None
flatter than 4:1
EROSION CONTROL 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% OF STORAGE CAPACITY.
3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT
FENCE WHEN DEPTH EXCEEDS APPROXIMATELY 05. 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 PERMIT FOR CONSTRUCTION ACTIVITIES.
Av/
/
v v v V v v �4W - - �= vv -
PIN: 7876037363
JULIA P BREWE v v v �� D. 1846
LOT 22, P.B. 11 PG. 12
ZONING: R-5 PERMANENT \ \
CLEAN WATERU
v USE: RESIDENTIAL � v v ___- / ./ \ \ v v PROPOSED OPEN SPACE/TREE / / / LUC 1 DIVERSION SWALE v v
CONSERVATION (35,370 SF) - -- / (CWD #1)
\ \ V A V / i A
\ \ \ \ _ - \ / / \ - \ DA = t3.35 AC
SEE SHEET 4.3 FOR v �v �/ / �/ �-
/ ---- - - - - - _ DETAIL &
CALCULATIONS \ // / /; / y� 7 \
�c� \o /�� i\l-�----------------- -� _
+ + v v + / / .. ;, �: _--yy - z - `_� <i%/7 `- i �S88° 04' 12"E 132111'�_-=-�y------------- v\ `�\ � �� � �A ----
79,3
+ \ +\ + II-� 4VRESS 3305 YANCEYVILLE ST.' . . . . . . . . . ' .
GREENSBORO, INC
PIN: 7876037139 .�
I ,
i / 77g9
v�//v vIU CHARLES C. OVERBY, III �.�. _�/ ///i
v v v v v D.B. 7656 PG. 1713 / / / \ v - v v /
v� T 23 & 24, P.B. 11 PG. 12 / // ��o I I / / v v----------- v v v v �/ F �'
\ y \1 \ \ \ \ \ o
AREA: 5.88 AC - v- - -/// / �
ZONING: CD-RM-18 /. . �, A4/ / � �� � I � � I v v v �� �� ------- v � v v v v 0-
-_ ,��
�'.'.' 7 / / / v v v A v ---- v v v V ----- / / v EX. 8" CIP
USE: RESIDENTIAL - � - // � ,� v v v v v � � � � � v
LUC 1
EX. 16" CIP
. . . . . . . . . I. /� I / \ \ \\ \ \
✓ .�.%/// / / V vv v vv ��� �� \ S CI TQ BE REMOVED / IV
t l/ t- . + /� �y\ v'v. 11 /. /�/ l / f / v 6 - AND REPLACED -W[TH_ - - - - - -
A. .�SO. �v `VA��l.11/ �.'.'.'.'.'.'.'.'.'.'.'.'.'i �i/ �/� // / vv v` ���� �� �� �� v �8 v� - �82 v v v -TMH SEE SHEET --
�\ . . . . .' SEDIMENT BASIN / / 1 / / ���v v \ v, v v vv ---G 4, -
vvv�v��wyv /7// / / / v v v / v TEMPORARY
_ �� v v v v / v .
" \ � TEMPORARY \ \ 1 CONSTRUCTION
Qcn!5 � vv vv vv �\ v\ / DIVERSION SWALE v vv ENTRANCE
EROSION CONTROL CONSTRUCTION SEQUENCE:
1. Obtain grading/erosion control plan approval and permit from the City of Greensboro
Inspections.
2. Contact Erosion Control Inspector and the City of Greensboro Stormwater Engineer to
establish a pre -construction conference and inspection schedule.
Self Inspection -----Effective October 1, 2010, persons conducting land -disturbing
activities, larger than one (1) acre, must inspect their project after each phase of the
project, and document the inspection in writing on approved forms available from the
City of Greensboro Inspections office.
The phases are as follows:
• Installation of perimeter Erosion and Sediment Control measures.
• Clearing and grubbing of existing ground cover.
• Completion of any phase of grading of slopes or fills.
• Installation of storm drainage facilities.
• Completion of construction or development.
Establishment of permanent ground cover sufficient to restrain Erosion.
3. •Clear site ONLY as necessary to install initial Erosion Control measures as follows:
G. Temporary construction entrances/exits Temporary silt fencing
b. clear and grub as necessary to install sediment basins SB-1. (see sheet C4.2)
C. Temporary and permanent diversion berms
d. Stormsewer piping and structures for sediment basin 1; including E&S Inlet
Protection
e. Prepare area for soil placement above sediment basin.
f. excavate sediment basin; place soil in area prepared above the basin.
g. Seed embankments and disturbed areas of devices upon completion of
construction. See Ground Stabilization Criteria on this Sheet for more
information.
4. Begin clearing, grubbing, and stripping of site as required. Earthen -material stockpiles
on -site for later distribution and/or removal, areas dedicated for management of land
clearing and demolition debris, construction and domestic waste, and hazardous or
toxic waste shall be located at least 50 feet away from storm drain inlets and surface
waters (unless it can be shown that no other alternatives are reasonably available), and
within areas protected by Erosion Control measures.
5. Begin site grading. Maintain Erosion Control devices in accordance with the
maintenance plan. Install additional Erosion Control measures as required.
6. Install storm drainage system and utilities. Storm piping shall be installed to the point
where it enters each device. Completion of piping will ONLY be allowed once the site
has been deemed stable by the Erosion Control Inspector. Install protection around all
inlets as storm drain system is installed.
7. Continue to maintain Erosion Control measures until vegetative cover has been
established over all disturbed areas and site has been stabilized. Remove Erosion
Control measures ONLY after final inspection and approval by Inspector, except for
those protecting downstream of the sediment basin
8. After approval of the upstream areas of the sediment basin, contractor shall clean out
basin prior to converting to BMP/SCM, remove baffles and skimmer, excavate sediment
to Sand filter cell design depth, and install sand filter materials per sheet C-SWM.
Contractor shall also ensure the forebay is excavated to design values and any
collected sediment is removed from the forebay and the forebay spillway. Contractor
shall contact the Engineer to perform an as -built survey once sand filter is installed.
Pond side slopes shall have sod installed and stable prior to allowing the pond to fill.
9. Once the sand filter has been constructed and is operational the engineer of record
must prepare and submit a certified set of as -built plans to the City of Greensboro
stormwater engineer that certify that the stormwater management system (sand filter
and all conveyances to it such as swales and pipes throughout the site) are
operational and meet the required design intent. The as-builts must include all
pertinent data such as elevations, grades, outlet structure information, swale locations
and sizes, pipe location and inverts, lengths etc. Ideally these as -built records should
be sent to the City of Greensboro Stormwater Engineer BEFORE the contractor
demobilizes from the site so that an inspection by the stormwater engineer may be
carried out and such that if the inspection notes any deficiencies then the contractor
is on site to remedy the deficiencie(s).
NC NAD83
NSRS 2011
EX. HYDRANT-----_-
SS. } 86 / EX. 24" RCP STP -
EX. 8" VCP SS
Cn , _ ST
/V
PER COG STD. 436
i F 83.00,
\ v
llIiii IIIIIIIIIIIIIII\ ED V A \ - \/ vv /3/�
N88' 04' 32"W 1245.88' \ \ w - -t MEDAM 3S0,
V / / 7 8''
vv SB-1 PRE DEVELOPMENT
vv SEDIMENT BASIN
'/ vv
\ \ *POST -DEVELOPMENT D.A. < PRE-DEV
PIN- 7876036094
�v RUTH
DRAINAGE AREA = 3.61 AC
\ Q10= CIA= 0.40*5.49*3.61 = 7.93 CFS
HERITHA/ R JONES & INCL SS �
\ B. 4234 P. 242 /
.
�I \V
�/ LOT 25, P.B. PG. 12
DISTURBED AREA = 3.78 AC
/11
\ REQ'D SED STORAGE VOL. = 6,804 CIF
v vv ZONING: / R-5 /
PROVIDED SED. STORAGE VOL. = 8,018 CIF
v USE: RESIDENTIAL
�v LUC 1
REQ'D SURFACE AREA = 2,576 SIF
vv PROVIDED SURFACE AREA = 4,546 SIF
//
v / SURFACE ELEVATION = 766.0'
/ �-
DEPTH SED. STORAGE = 2'
/
//
TOTAL STORAGE HEIGHT = 4'
/ TOTAL DAM HEIGHT =2'
/ I
BOTTOM ELEVATION= 763.0'
/
/
BASIN BOT. WIDTH (AVG) = 30'
BASIN BOT. LENGTH = 109'
WEIR LENGTH = 15 FT
/ WEIR ELEV. = 766.50'
TOP OF DAM = 767.0'
SKIMMER SIZE = 1.5" DIA.
ORIFICE SIZE = 1.5" DIA.
j
DEWATERING TIME: 3.04 DAYS
/
Figure 12-1, Tree ConscrNadoii Area (25'BOTer)
TREE CONSERVATION NOTES:
1. CONTACT THE PLANNING DIRECTOR TO SCHEDULE A
PRE -CONSTRUCTION MEETING BEFORE ANY TREE DISTURBANCE,
EXCEPT AS NOTED IN SEC. 30-4-26.3(C)(5), OCCURS ON THIS
SITE.
2. ALL TREE CONSERVATION DEVICES MUST BE INSTALLED BEFORE
INSPECTION BY THE PLANNING DIRECTOR AND BEFORE ANY TREE
DISTURBANCE ACTIVITIES, EXCEPT AS NOTED IN SEC.
30-4-26.3(C)(5), OCCUR.
3. REMOVAL OF OR DAMAGE TO TREES IN THE TREE CONSERVATION
AREA WILL BE SUBJECT TO ALL AVAILABLE REMEDIES AND
PENALTIES UNDER THE CITY'S DEVELOPMENT ORDINANCE.
4. NO PARKING, STORAGE, DIRT STOCKPILING, CONCRETE WASHOUT
OR ANY OTHER ACTIVITIES IS PERMITTED IN THE TREE
CONSERVATION AREA.
SITE DATA:
1. PROPERTY ADDRESS: 3305 YANCEYVILLE STREET
GREENSBORO,NC
2. PIN: 7876037139
CHARLES C. OVERBY, III
D.B. 7656 PG. 1713
P.B. 11 PG. 12 LOTS 23 & 24
3. TOTAL AREA: 5.88 ACRES
AREA ACQUIRED BY GDOT: 1287 SF
AREA TO BE DEDICATED: 4252 SF
4. BOUNDARY INFORMATION AND TOPOGRAPHIC INFORMATION
LOCATED BY GREEN MOUNTAIN ENGINEERING, PLLC.
5. TOPOGRAPHY SHOWN OFF -SITE WAS TAKEN FROM AVAILABLE
GIS
6. WETLANDS SHOWN WERE DELINEATED BY PROGRESS
ENVIRONMENTAL INC.
7. ZONING: CD-RM-18, CD5125 AMENDMENT
ZONING CONDITIONS:
USES LIMITED TO MULTI -FAMILY RESIDENTIAL USES.
BUILDINGS SHALL BE A MAXIMUM OF 50 FEET IN HEIGHT.
A MINIMUM 6 FOOT TALL OPAQUE FENCE SHALL BE
CONSTRUCTED BETWEEN ANY PERMANENT SITE
IMPROVEMENTS (I.E. BUILDINGS, PARKING AREAS,
OUTDOOR RECREATION AREAS, ETC.) AND THE SOUTHERN
PROPERTY BOUNDARY ADJACENT TO GUILFORD COUNTY
PARCEL NUMBER 5631, ALSO KNOWN AS 3305 YANCEYVILE
STREET.
8. PROPOSED GROSS FLOOR AREA: 38,230 SF
9. PROPOSED LAND USE:
APARTMENTS, 98 UNITS (50 1 BR, 48 2 BR)
10. OPEN SPACE REQUIREMENTS:
435 SF PER DWELLING UNIT= 41,760 SF
11. PARKING REQUIREMENTS:
50'1.25 + 48'1.5 = 135 SPACES REQUIRED INCL 6 ACCESSIBLE
PARKING PROVIDED:
135 SPACES INCL. 6 ACCESSIBLE
12. LAT/LONG (AT PROPOSED ENTRANCE):
N36' 07' 08", W79' 46' 27"
13. LANDSCAPE BUFFER REQUIREMENTS:
STREET YARD: 1 O' WI DTH
PERIMETER: 15' TYPE C
14. SOILS DATA:
VUB, CFB
15. DISTURBED AREA: 3.78 ACRES
16. EXISTING BUILT UPON AREA= 0.13t AC
17. BUILT UPON AREA REMOVED=0.13t AC
18. PROPOSED BUILT UPON AREA= 2.05t AC
19. THIS PROPERTY IS LOCATED IN ZONE "X" AS DETERMINED BY
THE FEDERAL EMERGENCY MANAGEMENT AGENCY. MAP NO.:
3710787600J DATED: JULY 18TH 2O07.
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GREEN MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, NC 27409
Te1:336.294.9394
CERTIFICATE #P-0826
www.greenmountainengineers.com
SEALS:
CLIENT:
HUNT DEVELOPMENT
GROUP, LLC
8251 BALLARD ROAD
COLFAX, NC 27235
336-471-7835
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DRAWN: TLM
DATE: 2020-07-02
PROJECT: 19-077
REVISIONS:
JOB. NO: 19-077
SHEET TITLE:
EROSION &
SEDIMENT
CONTROL PLAN
INITIAL
CONDITIONS
SCALE: 1 "= 50'
SHEET NO.:
C-4.0

GROUND STABILIZATION CRITERIA
SITE ACCESSIBILITY NOTES:
1. LANDINGS OUTSIDE ALL DOORS SHALL BE SIZED PER THE
NORTH CAROLINA BUILDING CODE (NCBC), BE AT THE
SAME ELEVATION AS THE FFE, AND SHALL HAVE A MAX.
2.0% SLOPE IN ANY DIRECTION, INCLUDING THE DIAGONAL.
2. THE SLOPES IN THE H.C. PARKING SPACE/ACCESS AISLE
AREA SHALL NOT EXCEED 2.0% IN ANY DIRECTION,
INCLUDING THE DIAGONAL.
3. THERE SHALL BE LEVEL TURNING AREAS (MAX. 2.0%
SLOPE IN ANY DIRECTION, INCLUDING THE DIAGONAL) ON
ALL SIDEWALKS WHERE AN INTERSECTING SIDEWALK
CONNECTS WITH IT.
4. THERE SHALL BE NO DESIGNATED PEDESTRIAN
ROUTES/SIDEWALKS WITHIN THE SITE, EXCEPT WHERE
LABELED AS A RAMP WITH RAILS, WHICH EXCEEDS A 5%
SLOPE IN THE DIRECTION OF TRAVEL AND A 2%
CROSS -SLOPE.
5. ALL PEDESTRIAN ROUTES >5% (1:20). IF ANY, ARE
LABELED AS "RAMPS" SHOWING SLOPES, LEVEL LANDINGS
AT THE TOP AND BOTTOM(MAX. 2.0% SLOPE IN ANY
DIRECTION, INCLUDING THE DIAGONAL)
DAILINGS/GUARDRAILS, AND SHALL COMPLY WITH NCBC.
6. ALL STAIRS SHALL HAVE SLIGHTLY SLOPED LANDINGS
MAX. 1.5% SLOPE IN ANY DIRECTION, INCLUDING THE
DIAGONAL) AT THE TOP AND BOTTOM AND SHALL COMPLY
WITH NCBC.
7. ALL RETAINING WALLS >4' REQUIRE A BUILDING PERMIT
FROM BUILDING INSPECTIONS.
8. STAIRS/STEPS WITH LESS THAN A 12" ELEVATION CHANGE
SHALL COMPLY WITH NCBC 1003.5.
9. ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A
DEMOLITION PERMIT FROM BUILDING INSPECTIONS.
10. EXTERIOR EXIT DISCHARGE ILLUMINATION/LIGHTING SHALL
BE REQUIRED FROM ALL EXIT DOORS TO THE PUBLIC WAY
IN COMPLIANCE WITH NCBC 1006.
11. ALL EXITS ARE REQUIRED EXITS AND SHALL BE
ACCESSIBLE.
GENERAL CONSTUCTION NOTES:
1. IDENTIFICATION AND LOCATION OF ALL EXISTING UTILTIES IN AND NEAR THE
AREAS OF PROPOSED WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.
DAMAGE TO UTILITIES EITHER SHOWN OR NOT SHOWN ON THIS PLAN IS THE
CONTRACTOR'S RESPONSIBILITY.
2. CONTRACTOR MUST CONTACT NC ONE -CALL, CITY OF GREENSBORO, AND
OTHER SERVICE PROVIDERS TO LOCATE ALL UTILITIES PRIOR TO ANY
CONSTRUCTION OR EXCAVATION.
3. CONTRACTOR SHALL REFER TO EROSION & SEDIMENTATION
CONTROL PLAN FOR EROSION CONTROL REQUIREMENTS. NOTE SOME ACTIONS
ARE REQUIRED PRIOR TO DEMOLITION OF EXISTING CONDITIONS.
4. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH STANDARDS AND
SPECIFICATIONS OF CITY OF GREENSBORO, LATEST EDITION AND SHALL
COMPLY WITH REQUIREMENTS OF NCDEQ. IN CASES WHERE THE CITY OF
GREENSBORO AND NCDEQ STANDARDS AND SPECIFICATIONS CONFLICT, THE
MORE STRINGENT SHALL APPLY.
5. WORK WITHIN PUBLIC RIGHT OF WAY SHALL COMPLY WITH NCDOT TRAFFIC
CONTROL REQUIREMENTS. A SAFE CONDITION MUST BE PROVIDED AT ALL
TIMES.
6. CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED UTILITY RELOCATION.
CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY LOCATIONS WITH THE
APPROPRIATE UTILITY PROVIDER.
7. NO SUBSURFACE INVESTIGATION OR UTILITY LOCATION PROVIDED BY GREEN
MOUNTAIN ENGINEERS, PLLC
8. REFER TO ARCHITECTURAL PLANS FOR DETAILED BUILDING DIMENSIONS. DO
NOT USE BUILDING DIMENSIONS ON THIS PLAN FOR BUILDING STAKE -OUT.
9. CONTRACTOR TO SEED AND STABILIZE DISTURBED AREAS IN ACCORDANCE WITH
SEEDING SPECIFICATIONS OF CITY OF GREENSBORO EROSION CONTROL
DEPARTMENT.
10. RELOCATION AND/OR ABANDONMENT OF ALL UTILITIES REQUIRING RELOCATION
AND/OR ABANDONMENT SHALL BE COORDINATED BY THE CONTRACTOR WITH
THE APPROPRIATE UTILITY COMPANY/PROVIDER.
EROSION CONTROL LEGEND
............................
LIMITS OF LAND DISTURBANCE
PROP TREELINE
(CLEARING LIMITS)
EXISTING TREELINE
TEMPORARY DIVERSION BERM
(X MARKS GRADE BREAK)
TEMPORARY SILT FENCE
TEMPORARY SILT FENCE WITH
TEMPORARY STONE OUTLET
TEMPORARY CONSTRUCTION ENTRANCEI
INLET PROTECTION
SEDIMENT BASIN DRAINAGE
AREA DELINEATION LINE
TEMPORARYDONUT INLET T PROTECTION
w/
RIP -RAP OUTLET PROTECTION
SEDIMENT BASIN BAFFLE
SKIMMER
CONCRETE WASHOUT
SITE DATA:
1. PROPERTY ADDRESS: 3305 YANCEYVILLE STREET
GREENSBORO,NC
2. PIN: 7876037139
CHARLES C. OVERBY, III
D.B. 7656 PG. 1713
P.B. 11 PG. 12 LOTS 23 & 24
3. TOTAL AREA: 5.88 ACRES
AREA ACQUIRED BY GDOT: 1287 SF
AREA TO BE DEDICATED: 4252 SF
4. BOUNDARY INFORMATION AND TOPOGRAPHIC INFORMATION
LOCATED BY GREEN MOUNTAIN ENGINEERING, PLLC.
5. TOPOGRAPHY SHOWN OFF -SITE WAS TAKEN FROM AVAILABLE
GIS
6. WETLANDS SHOWN WERE DELINEATED BY PROGRESS
ENVIRONMENTAL INC.
7. ZONING: CD-RM-18, CD5125 AMENDMENT
ZONING CONDITIONS:
USES LIMITED TO MULTI -FAMILY RESIDENTIAL USES.
BUILDINGS SHALL BE A MAXIMUM OF 50 FEET IN HEIGHT.
A MINIMUM 6 FOOT TALL OPAQUE FENCE SHALL BE
CONSTRUCTED BETWEEN ANY PERMANENT SITE
IMPROVEMENTS (I.E. BUILDINGS, PARKING AREAS,
OUTDOOR RECREATION AREAS, ETC.) AND THE SOUTHERN
PROPERTY BOUNDARY ADJACENT TO GUILFORD COUNTY
PARCEL NUMBER 5631, ALSO KNOWN AS 3305 YANCEYVILE
STREET.
8. PROPOSED GROSS FLOOR AREA: 38,230 SF
9. PROPOSED LAND USE:
APARTMENTS, 98 UNITS (50 1 BR, 48 2 BR)
10. OPEN SPACE REQUIREMENTS:
435 SF PER DWELLING UNIT= 41,760 SF
11. PARKING REQUIREMENTS:
50'1.25 + 48'1.5 = 135 SPACES REQUIRED INCL 6 ACCESSIBLE
PARKING PROVIDED:
135 SPACES INCL. 6 ACCESSIBLE
12. LAT/LONG (AT PROPOSED ENTRANCE):
N36° 07' 08", W79° 46' 27"
13. LANDSCAPE BUFFER REQUIREMENTS:
STREET YARD: 10' WIDTH
PERIMETER: 15' TYPE C
14. SOILS DATA:
VUB, CFB
15. DISTURBED AREA: 3.78 ACRES
16. EXISTING BUILT UPON AREA= 0.13±AC
17. BUILT UPON AREA REMOVED=0.13±AC
18. PROPOSED BUILT UPON AREA= 2.05±AC
19. THIS PROPERTY IS LOCATED IN ZONE 'WAS DETERMINED BY
THE FEDERAL EMERGENCY MANAGEMENT AGENCY. MAP NO.:
3710787600J DATED: JULY 18TH 2O07.
site area
stabilization
stabilization timeframe
description
timeframe
exceptions
Perimeter dikes, swales,
7 days
None
ditches, & slopes
Slopes steeper than
7 days
If slopes are 10' or less in length
3:1
& are not steeper than 2:1, 14
days allowed
Slopes 3:1 or
14 days
7 days for slopes>50 feet in length
flatter
All other areas with slopes
14 days
None
flatter than 4:1
EROSION CONTROL 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% OF STORAGE CAPACITY.
3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE WHEN
DEPTH EXCEEDS APPROXIMATELY 05. 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 PERMIT FOR
CONSTRUCTION ACTIVITIES.
//v
--- -------
EX. SS MH
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/ -_/
/ P.IN: 7876037363
IN JULIA P BREWE
07
OUT 0.06 1846 p
LOT 22, P.B. 11 PG. 12
DMUE OVER & 15' 1 / \
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/ / / 235.27' of 18" RCP 13 COG 405 409 v /
CONSERVATION ( 35,370SF) ---- INV IN:768.20 18" RCP / / @ 1.32% v INV IN:780.90 15" RCP 1:777.00
j V ------ / / A INV OUT: 15" RCP
INV OUT: 765.40 24" RCP / V - _ :_ / OUT: 773.60 18" RCP
- - _ / v YIM:7 (COG#424/425)
v�v�v� -_ SLOPE STABILIZATION / GI-12 (COG#405_409) V v � v RIM:786.90
EIIP - \ \ FES-2 MATTING / RIM: 776.00 PERMANENT CLEAN WATER \ , / / ; \
I PERMANENT INV OUT: 783.00 15" RCP SLOPE _ _ / 3/
/ INV IN: 770.50 18" RCP DIVERSION SWALE (CWD 1) 1 C."
\
\ --- - _ - 336.32' of 15" RCP ->------------ ------ \ STABILIZATION
TAMATBII IZ TION /
+� .�. \\ �.-. + + +7+-�
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\ \ \ \ , \ ,- 1 ; „ INV OUT: 770.40 18" RCP - - SEE SHEET 4.3 FOR DETAIL
- ------------- ---- - --- - _ ---- --------
_ _ PERMANENT _ Cis \
I. w \@� i _ _ - `-`l `i% - - ,E & CALCULATIONS \
F +:! F. AVv ((.'+. .' +/ +\ + / �,�- W _ _� 1 �� i�/ - v 164.5 of 15" �b'_-7g
t" +�" +_"+ _"+ / /+ + + =--_- _- i 6 89_ "0 9/ 7 ANNEL (PCH#2) 3_
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.�, � /. �\ �v� � v v � I I I �/ 't� GREENSBORO, INC .� . 36.78' of 24" RCP
+ - + i .+. ���AL + +- � y�+v + v+ � I /i�\ 11.E PIN: 7876037139 � ' @ 2.45% �� v
CO / +��+���+' '+' +' ����v�5�0 ��+.`.+.'+v +vIyvvvv vvU j CHARLES C. OVERBY, III �'.y.y.�=�y.�.y�// //// �l /❑/ / v v ❑Q❑❑ ❑ ❑ ❑ v v
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+ I' N ' I ' +' . ' +' . '+' . '+' . '+QUO , �O ' \ 4-. \+. .+ . + . �+\ 1 \ \ \\ \ \ \\� , LOT 23 & 24, P.B. 11 PG. 12 .\' . 85.10' of 24" RCP � / I f/;::,:: (: ?1 p \ \ 118.02' of 18" RCP \ , \ \ ❑ _ _ - - ❑ ❑ ❑ ❑ ❑ ❑ p '
t �h o f I r O C� 1.86% PROPOSED 3 STORY ❑ v _ _v v ❑
f y o41.+1x1 y � \+.\.+. .+. .+. +\ \\\ \\\/ /11/ AREA: 5.88 AC , @0.94% I `'': \ \\ \\ \ \ APARTMENT BUILDING ❑ \\ \ \ ❑
I �N °` \\ + \ \ '�\ \//// ZONING: CD-RM-18 /I/ / // �/ / \ \ \ \ 49 UNITS - °-- - ` \ \\ \\ \ 100,
f +'..' +'.+'.+.'.+.\ +.'+. +`. \ (\\\ \\ USE: RESIDENTIAL CI-2 (COG#402) / I kkf(>'" \ \\ \ \ \ \ FFE�78.5 - \ \ \ \ 30.70' of 18" RCP
f:. .
+ I CC +. +. .+. .+ . + . + 14- . + . + ' +' \ ' \\\ \\\ \ - LUC 1 / THROAT 774.00\, F \ \ \ PROPOSED 3 STORY \ C� 6.51%
:fill \ ✓ .' '. .' I \ \ \ \
1icn� 1 + +/ + + + + + +\ \ + INV IN:768.20 18" RCP _ r` \ \ - -_ GI-11 COG 405 409 APARTMENT BUILDING \ _ _
s vA . . . . . . . . /' . I v v v _ - ( # / ) STMH 16 (COG 420 A)
+y1 1+ +- + + + + + + // tll1+ + +v + v s �� vl,Vv� VA. // , INV OUT: 767.70 24" RCP v v v RIM: 778.00 v 49 UNITS v� , RIM: 783.79
❑ INV OUT: 15" RCP
° I +I1 + + +. ' } . ' +' . + ' + + ' \ +�\\\ .\\ \ \ . . 'SEDIMENT BASIN / / ? \ \ \ \ s FIFE 783.E ` INV IN:778.00 18" RCP
\ . . 1 . I \. i / r ❑ \ ) \ \ \ <. 82 ° \ \ GI-10 COG 405 409
o �1 \ 59.54 of 15 RCP r / �S \ 4 \
\ \\ �/ / ❑ f \ RIM: 781.70 _ -
(\�. INV OUT:778.60 15" RCP
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INV IN: 739.14 (SSP-1) />� ssMH-1
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INV IN:741.50 8" RCP
INV OUT:741.40 8" RCP
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V INV OUT:769.20 18" RCP CI-5 COG 402 303.06 of 8 PVC O 1.19% V -- / yy ���V 782.01
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\ 35.11 of $PVC O 9.97% RIM:
INV N:760.10 8" RCS � � \ INV IN:771.40 18" RCP INV IN:773.30 15" RCP INV OUT: 15" RCP CI-8 (COG#402) C'J �
\ PIN: 787603�094 J y
\ V v v INV OU 60.00 8" RCP �� \ INV OUT:771.30 18" RCP INV IN:773.40 15" RCP ' THROAT:780.70 INV IN:776.90 15" RCP _--
\ V v v HERITHA R JONES & RUTH N CL SS � 19.36' of 15" RCP INV OUT:776.80 15" RCP
V v / INV OUT:773.00 18" RCP INV IN:775.50 15" RCP �--
\ vv v B. 4234 P . 242 / 160.69' of 18' RCP @ 1.03%
\ v v / INV OUT: 775.40 15" RCP Al /; v
LOT 25, P.B. �11 PG. 12 / @ 1.00% /
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GREEN MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, NC 27409
Te1:336.294.9394
CERTIFICATE #P-0826
www.greenmountainengineers.com
SEALS:
CLIENT:
HUNT DEVELOPMENT
GROUP, LLC
8251 BALLARD ROAD
COLFAX, INC 27235
336-471-7835
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DRAWN: TLM
DATE: 2020-07-02
PROJECT: 19-077
REVISIONS:
JOB. NO: 19-077
SHEET TITLE:
EROSION &
SEDIMENT
CONTROL PLAN
GRADED
CONDITIONS
SCALE: 1 "= 50'
( IN FEET )
1 Inch = 50 Feet
SHEET NO.:
C-4. 1