20061804 Ver 21_More Info Received_20170815

Homewood, Sue
From:
Sent:
To:
Subject:
Attachments:
Hi again Sue,
Jeff Carter <[e-mail]>
Tuesday, August 15, 2017 4:40 PM
Homewood, Sue
Re: E. Neuse River Parkway Ext.
ENR Phase III O&M Agreement.pdf, Neuse Parkway Soils Report.pdf, Bioretention Blow-
Up.pdf
I have the revised soil boring map from the Soil Scientist as well as the update O&M Manual with the updated
signature and date. I am also attaching a 'Blow Up" of the area around the Bioretention to showthe exact location of
the soil boring. If you need anything else, just let me know.
Thanks a bunch!
Stocks Engineering, PA
Jeff Carter
Construction Manager
o: [phone]
c: [phone]
f: [phone]
web: www.stocksengineering.com
"Designing the Future —Today" -We remain dedicated to providing innovative Cost-efficient engineering solutions. We value
clients, and we are not only Committed to meeting their needs, but exceeding their expectations with a Strong commitment to
moral, ethical and professional standards.
From: Homewood, Sue <[e-mail]>
Sent: Monday, July 31, 2017 8:17:28 AM
To: Jeff Carter
Subject: RE: E. Neuse River Parkway Ext.
Hi Jeff,
Unfortunately this doesn't help clarify things. Based on the plans you submitted, it appears to me that the soil boring location is
not in the same vicinity of the bioretention cell. I'll need something more definitive/clear for documentation please.
I'll also need a new O&M. We require the new O&M forms, it must reference the specific SCM that it's for, and the signature
should be an original and recent.
Thanks,
Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality
1

336 776 9693 office
336 813 1863 mobile
Sue. [e-mail]
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Jeff Carter [mailto:[e-mail]]
Sent: Monday, July 31, 2017 6:50 AM
To: Homewood, Sue <[e-mail]>
Subject: Re: E. Neuse River Parkway Ext.
Sue,
Here is a PDF of the soils report. This should be a little easier to read. This is the only map I have from S&EC. I'm not
sure if this helps or not.
Stocks Engineering, PA
Jeff Carter
Construction Manager
o: [phone]
c: [phone]
f: [phone]
web: www.stocksenuineerinu.com
"Designing the Future —Today" - We remain dedicated to providing innovative Cost-efficient engineering solutions. We value
clients, and we are not only Committed to meeting their needs, but exceeding their expectations with a Strong commitment to
moral, ethical and professional standards.
From: Homewood, Sue <[e-mail]>
Sent: Sunday, July 30, 2017 5:27:40 PM
To: Jeff Carter
Subject: E. Neuse River Parkway Ext.
Hi Jeff,
I'm reviewing this SMP, and the soil boring location map you sent is blown up so much that I'm unable to verify that it's in the
appropriate location. Can you send me another drawing that has some means of clearly identifying the location w.r.t. the project.
Thanks,
Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality
z

336 776 9693 office
336 813 1863 mobile
Sue. Homewood a-ncdenr.gov
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

DATI EL J. B LIMEY X011 AT) L , , , C" � , 4
NORl l I C.%P.( )l.i'
AugWt 1Z 2417
Mr. Xevin Vamell
5TDCK4 ENGINEERING, PA
E.-€]_ Box 1108
Nashv lie, North Carolina 77.8.516
Kevin:
Attached with this better are the estirniated for seasonal high water taNe fur the three pro d
storm water basins to he Dated jLwt south of Neuse River Parirww at qowCrs PEantation on N -C 42 east
of Rowers Crossroads. Also attached �s a sketch map Show ng thi� 6'ara". ns of the borirkg5 rerative to the
exist ng street at 14 -S5,6622 -EG -3 and E-78.3671F1
Please kill me if YOLA want to dis;cU this in, more detail.
Sincerely
age, ;1
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REUSE PAVE PARKWAY
SEASONAL HIGH WATER TABLES FOR STORM WATER BASIN SITE
IAF-35_6&n6n C-79.3626199
Horizon Depth(i n) Characteristics
A 0-6 dark brawn (1(YYR 4/31 !vara tip fine sandy
loam, weak granular stfuctune; Tar Douai dry
E 6-10 browrk (10yR 513� to light Erorn{7.SYR 6/4)
fine sandy foam, weak structure; cleat
hardna ry
Bit 110-2-0 Strong brown {7.5YR.51151 and yellowish
brown (10YR S f:9) light clay loam to fine sandy
clayr Dara,; weak, blocker structure; gradual-
boundary
radualboundary
Bt 20-30 strong, brawn (7 -SYR 516) and yelloWrish
brown (10Y'R 5/6), light sandy clan loarn to
sander loam, few fine gravels; gradual
houdnarV
BC 31I — 50 Mottled reddish brawn (SYR 4/�), yelfowvish
brown I10YFi 5/8) nand br nish yellow (10YR
6/6) Nht sander day Iuam to sandy Iva m, dear
bol n-laryt
C dark brown (10YR 4/3), brown 1DYR 5/3 and
pale brown (]LaYR 5f3j Ivarn to sandy Ir}anr
saproiite,
100-120 dark hLr (10YR 4M. ffght brown {7.5YR
, ./4], paf-e brown (t. 'R 6/3) and gray (1oYFi
6/2) loam, to sarrd`y Bram saprolfte
SEA CftAL HIGH WATER TABLE= 100 INC -HES FROM WRIT 4CE

Operation & Maintenance Agreement
Project Name:
Project Location:
E. Neuse River Parkway Extension - Phase III
Flowers Plantation, Clayton, NC
Cover Page
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set location.
Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced immediately. These deficiencies can
affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply & co
Bioretention Cell
Quantity:
Dry Detention Basin
Quantity:
Grassed Swale
Quantity:
Green Roof
Quantity:
Infiltration Basin
Quantity:
Infiltration Trench
Quantity:
Level SpreaderNF'S
Quantity:
Permeable Pavement
Quantity:
Proprietary System
Quantity:
Rainwater Harvesting
Quantity:
Sand Filter
Quantity:
Stormwater Wetland
Quantity:
Wet Detention Basin
Quantity:
Disconnected Impervious Area.
Present:
User Defined BMP
Present:
nding O&M tables wil
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
De aaaea automatican :
ADprox. STA+75.00
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed
for each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any
changes to the system or responsible party.
* Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
Jordan Flowers Finch
Managing Member, J&J Flowers Finch, Inc.
4879 NC 42 East, Suite D
Clayton, NC 27520
[phone]
[e-mail]
Signature: Date: x//
I, a Notary Public for the State of LUM
County of 1 -VAS" do hearby certify that 3060" FL&JERS FENCK
personally appeared before me this day of A116USE0 Q611 and
acknowledge the due execution of the Operations a Mai t enance Agreement.
Witness m and official seal,
R.
a01 R Y
PUBOO
Sea! 51uKm-t=z My commission expires 8/2/2017
Version 1.4 O&M Manual Page 1 of 4

Bition aintenance Re uirsments
oretenM
Important operation and maintenance procedures:
- Immediately after the bioretention cell is established, the plants will be watered twice weekly if needed until the plants
become established (commonly six weeks).
- Snow, mulch or any other material will NEVER be piled on the surface of the bioretention cell.
- Wheeled or tracked equipment will NEVER be driven over the bioretention planting surface.
- Special care will be taken to prevent sediment from entering the bioretention cell.
- If standing water is present 2 days after rainfall, conduct an infiltration test of the soil media.
After the bioretention cell is established, inspect it quarterly. Inspection activities shall be performed as follows and maintenance
activates shall commence immediately to remediate any problems observed per the table below.
BMP element:
Potential problem:
How to remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil to remove the gully, and plant a ground cover and
erosive gullies have formed,
water until it is established. Provide lime and a one-time fertilizer
application.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off-site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the Swale to smooth it over and provide erosion control
Swale.
devices such as reinforced turf matting or riprap to avoid future
problems.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The pretreatment area
Flow is bypassing
Regrade if necessary to route all flow to the pretreatment area.
pretreatment area and/or
Restabilize the area after grading.
gullies have formed.
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than three
possible. Remove the sediment and restabilize the pretreatment area.
inches.
Erosion has occurred.
Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems.
Weeds are present,
Remove the weeds, preferably by hand.
The bioretention cell:
Hest professional practices
Prune according to best professional practices.
vegetation
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc.
dying.
Remedy the problem and replace plants. Provide a one-time fertilizer
application to establish the ground cover if a soil test indicates it is
necessary.
Tree stakes/wires are present
Remove tree stake/wires (which can kill the tree if not removed).
six months after planting.
STORM -EZ 8/2/2017
Version 1.4 O&M Manual Page 3 of 4

BioretentionMaintenance`Requirements ` continued
BMP element:
Potential problem:
How to remediate the problem:
The bioretention cell:
Mulch is breaking down or
Spot mulch if there are only random void areas. Replace whole mulch
soils and mulch
has floated away.
layer if necessary. Remove the remaining much and replace with
triple shredded hard wood mulch at a maximum depth of three inches.
Soils and/or mulch are
Determine the extent of the clogging - remove and replace either just
clogged with sediment.
the top layers or the entire media as needed. Dispose of the spoil in
an appropriate off-site location. Use triple shredded hard wood mulch
at a maximum depth of three inches. Search for the source of the
sediment and remedy the problem if possible.
An annual soil test shows that
Dolomitic lime shall be applied as recommended per the soil test and
pH has dropped or heavy
toxic soils shall be removed, disposed of properly and replaced with
metals have accumulated in
new planting media.
the soil media.
The underdrain system
Clogging has occurred.
Wash out the underdrain system.
(if applicable)
The drop inlet
Clogging has occurred.
Clean out the drop inlet. Dispose of the sediment off-site.
The drop inlet is damaged
Repair or replace the drop inlet.
The receiving water
Erosion or other signs of
Contact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
STORM -EZ $1212017
Version 1.4 O&M Manual Page 4 of 4

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