20220863 Ver 1_More Info Received_20221020

Baker, Caroline D
From: Steve Janowski <sjanowski@riversa ndassociates.com>
Sent: Thursday, October 20, 2022 7:09 AM
To: Tankard, Robert; Thompson, Emily B CIV USARMY CESAW (USA); Williams, Kim
Cc: Stuart Barwick
Subject: Re: [External] Re: [URL Verdict: Neutral] [Non-DoD Source] Re: SAW-2019-00684 (Quail
Woods Village LTD/Anderson, Gerald/Craven)
Attachments: The Refuge at Broad Creek Ex Conditions.pdf, The Refuge at Broad Creek Grading .pdf
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Here are the final drawings
Thankyou
Steve
J. Stephen Janowski, PE
Raleigh Office Director, Associate
Senior Project Manager
v F•
j vers-�,,Y
Six Forks Place III
353 E. Six Forks Road
Suite 230
Raleigh, NC 27609
0: 919-594-1626 ext 6278
M: 252-714-3002
From: Tankard, Robert <[e-mail]>
Sent: Friday, October 7, 2022 2:18 PM
To: Steve Janowski <[e-mail]>; Thompson, Emily B CIV USARMY CESAW (USA)
<[e-mail]>; Williams, Kim <[e-mail]>
Cc: Stuart Barwick<sbarwick@rive rsandassociates.com>
Subject: RE: [External] Re: [URL Verdict: Neutral][Non-DoD Source] Re: SAW-2019-00684 (Quail Woods Village
LTD/Anderson, Gerald/Craven)
Steve, when do you think we could a final plat drawing of the changes? Would love to go ahead and finalize this project.
Thanks!
Robert
Robert Tankard
Assistant Regional Supervisor
1

Division of Water Resources
North Carolina Department of Environmental Quality
Office: [phone] 1 Cell: [phone]
Robert.tankarda-ncdenr.gov
D7 E
NORTH CAROLINA :;� Q
Department of Environmental Quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Steve Janowski<[e-mail]>
Sent: Thursday, October 6, 2022 4:08 PM
To: Thompson, Emily B CIV USARMY CESAW (USA) <[e-mail]>; Williams, Kim
<[e-mail]>
Cc: Tankard, Robert <[e-mail]>; Stuart Barwick<sbarwick@rive rsandassociates.com>
Subject: [External] Re: [URL Verdict: Neutral][Non-DoD Source] Re: SAW-2019-00684 (Quail Woods Village
LTD/Anderson, Gerald/Craven)
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
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The intent was not to put the pipe in the fill. I have adjusted and will do so on the final plans
The culvert in the fill between lot 3 and 15 is necessary to drain the NCDOT swales.

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J. Stephen Janowski, PE
Raleigh Office Director, Associate
Senior Project Manager
v
lf�vers-v-
& ASSOCIATES, INC.
Six Forks Place III
353 E. Six Forks Road
Suite 230
Raleigh, NC 27609
0: 919-594-1626 ext 6278
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M: 252-714-3002
From: Thompson, Emily B CIV USARMY CESAW (USA) <[e-mail]>
Sent: Thursday, October 6, 2022 9:31 AM
To: Steve Janowski<[e-mail]>; Williams, Kim <[e-mail]>
Cc: Tankard, Robert <[e-mail]>; Stuart Barwick <sbarwick@ rive rsandassociates.com>
Subject: RE: [URL Verdict: Neutral][Non-DoD Source] Re: SAW-2019-00684 (Quail Woods Village LTD/Anderson,
Gerald/Craven)
Hi Steve,
I've reviewed the plans and discussed with DWR that the plans are not adequate. The pipe in lot 6 does not connect to
the wetlands; it's within the fill footprint. There's no connectivity purpose of the pipe between lots 15 and 3 since the
wetlands in lot 15 would be filled. That culvert could be removed if not necessary for your stormwater management, but it
appears it would go uphill to connect to the swale on lot 3. The pipe between lot 3 and 6 is also within the fill footprint. If
you move the pipes out of the swale/fill footprint to connect to the wetlands and can provide an elevation view of each
showing a slope of 0, that would be acceptable.
We have reviewed several iterations, and the same concerns have not been addressed. If you cannot provide the
information necessary and the impacts would exceed the 0.5-acre threshold with impacting the remaining wetlands, then
you'll need to submit an Individual Permit. Otherwise, you'll need to modify the plans to reduce the impacts to allow clear
hydrologic connectivity/aquatic passage if it cannot be completed with the current design. Please let me know if you have
any questions.
Sincerely,
Emily
Emily B. Thompson
Regulatory Specialist
U.S. Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, NC 27889
[phone]
Emily. B.Thompsona-usace.army. mil
We at the U.S. Army Corps of Engineers Regulatory Branch are committed to improving service to our customers. We
would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: httos://reaulatorv.00s.usace.armv.mil/customer-service-survev/
Thank you for taking the time to visit this site and complete the survey
From: Steve Janowski<[e-mail]>
Sent: Tuesday, September 20, 2022 10:02 AM
To: Thompson, Emily B CIV USARMY CESAW (USA) <[e-mail]>; Williams, Kim
<[e-mail]>
Cc: Tankard, Robert <[e-mail]>; Stuart Barwick <sbarwick@ rive rsandassociates.com>
Subject: Re: [URL Verdict: Neutral][Non-DoD Source] Re: SAW-2019-00684 (Quail Woods Village LTD/Anderson,
Gerald/Craven)
Emily
I separated the roadside swales from the wetlands and put two equalization pipes in to create the
connectivity. If this is acceptable I will finish the design and get you a signed drawing

thanks
Steve
J. Stephen Janowski, PE
Raleigh Office Director, Associate
Senior Project Manager
11
N* vers,�,
,OCIATES, INC.
Six Forks Place III
353 E. Six Forks Road
Suite 230
Raleigh, NC 27609
0: 919-594-1626 ext 6278
M: 252-714-3002
From: Thompson, Emily B CIV USARMY CESAW (USA) <[e-mail]>
Sent: Thursday, September 1, 2022 7:10 AM
To: Steve Janowski<[e-mail]>; Williams, Kim <[e-mail]>
Cc: Tankard, Robert <[e-mail]>; Stuart Barwick<sbarwick@rive rsandassociates.com>
Subject: RE: [URL Verdict: Neutral][Non-DoD Source] Re: SAW-2019-00684 (Quail Woods Village LTD/Anderson,
Gerald/Craven)
Hi Steve,
The markup doesn't provide any elevations, so it still appears Section A would have to go uphill to the added ditch and
Section C would have to go uphill through the culvert to connect to the added ditch. Could you install two culverts that
would directly connect to the wetlands? If we cannot determine that wetlands would maintain hydrologic
connectivity/aquatic passage with the road as proposed, you may need to modify the plans to avoid/minimize impacts to
the wetland.
Sincerely,
Emily
Emily B. Thompson
Regulatory Specialist
U.S. Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, NC 27889
[phone]
Emily. B.Thompsona-usace.army. mil
We at the U.S. Army Corps of Engineers Regulatory Branch are committed to improving service to our customers. We
would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: https://reaulatorv.ops.usace.armv.mil/customer-service-survev/
Thank you for taking the time to visit this site and complete the survey
From: Steve Janowski<sianowski(@riversandassociates.com>
Sent: Wednesday, August 31, 2022 10:25 PM
To: Thompson, Emily B CIV USARMY CESAW (USA) <[e-mail]>; Williams, Kim

<[e-mail]>
Cc: Tankard, Robert <[e-mail]>; Stuart Barwick<sbarwick@rive rsandassociates.com>
Subject: Re: [URL Verdict: Neutral][Non-DoD Source] Re: SAW-2019-00684 (Quail Woods Village LTD/Anderson,
Gerald/Craven)
Wanted to see if this was acceptable so we can make the changes and submit.
J. Stephen Janowski, PE
Raleigh Office Director, Associate
Senior Project Manager
:l�ver
n ASSOCIATES, INC.
Six Forks Place III
353 E. Six Forks Road
Suite 230
Raleigh, NC 27609
0: 919-594-1626 ext 6278
M : 252-714-3002
From: Steve Janowski<[e-mail]>
Sent: Thursday, August 25, 2022 7:36 AM
To: Thompson, Emily B CIV USARMY CESAW (USA) <[e-mail]>; Williams, Kim
<[e-mail]>
Cc: Tankard, Robert <[e-mail]>
Subject: Re: [URL Verdict: Neutral][Non-DoD Source] Re: SAW-2019-00684 (Quail Woods Village LTD/Anderson,
Gerald/Craven)
I think I understand.
I have marked in blue a ditch connection that would be deep enough to connect and a pipe connection
Your thoughts
J. Stephen Janowski, PE
Raleigh Office Director, Associate
Senior Project Manager
0
K l ver
& ASSOCIATES, INC.
Six Forks Place III
353 E. Six Forks Road
Suite 230
Raleigh, NC 27609
0: 919-594-1626 ext 6278

M: 252-714-3002
From: Thompson, Emily B CIV USARMY CESAW (USA) <[e-mail]>
Sent: Wednesday, August 24, 2022 4:50 PM
To: Steve Janowski<[e-mail]>; Williams, Kim <[e-mail]>
Cc: Tankard, Robert <[e-mail]>
Subject: RE: [URL Verdict: Neutral][Non-DoD Source] Re: SAW-2019-00684 (Quail Woods Village LTD/Anderson,
Gerald/Craven)
Hi Steve,
Please see the attached — my most recent response/comment focuses on Wetland C and the remaining wetlands with the
proposed road construction. There would be wetlands remaining within Lots 3 and 6, and the swales do not appear to be
sufficient to provide and maintain aquatic passage/hydrologic connectivity. From my understanding, a pipe would connect
the remaining wetlands in Lot 3 to a swale along Lot 15, where wetland fill is proposed at this time. This does not show
how hydrologic connectivity/aquatic passage would be maintained with the wetlands between Lots 5 and 6. The remaining
wetlands in Lot 6 would have to go uphill to connect to the swale (8.1 4 8.5), and then the swale would be uphill (8.5 4
9.5) to connect to the wetlands in Lots 5 and 6. A potential solution to this issue would be to construct culverts that would
allow direct connection from the two remaining wetlands in Lots 3 and 6 to the proposed unimpacted area of Wetland C
between Lots 5 and 6. Another solution would be modify the proposed plans to avoid "isolating" wetlands.
Sincerely,
Emily
Emily B. Thompson
Regulatory Specialist
U.S. Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, NC 27889
[phone]
Emily. B.Thompsona-usace.army. mil
We at the U.S. Army Corps of Engineers Regulatory Branch are committed to improving service to our customers. We
would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: https://reaulatorv.ops.usace.armv.mil/customer-service-survev/
Thank you for taking the time to visit this site and complete the survey
From: Steve Janowski<[e-mail]>
Sent: Tuesday, August 23, 2022 7:28 AM
To: Thompson, Emily B CIV USARMY CESAW (USA) <[e-mail]>; Williams, Kim
<[e-mail]>
Cc: Tankard, Robert <[e-mail]>
Subject: Re: [URL Verdict: Neutral][Non-DoD Source] Re: SAW-2019-00684 (Quail Woods Village LTD/Anderson,
Gerald/Craven)
Give me more detail in your thinking. Wetland B is not connected now. Wetland A is connected to the top of
the bank of the ditch in the rear. Wetland C has one point of connection to the top of the bank at the rear of
the ditch. Mark up a pdf and send me those thoughts

J. Stephen Janowski, PE
Raleigh Office Director, Associate
Senior Project Manager
!lfvers
Six Forks Place III
353 E. Six Forks Road
Suite 230
Raleigh, NC 27609
0: 919-594-1626 ext 6278
M: 252-714-3002
From: Thompson, Emily B CIV USARMY CESAW (USA) <[e-mail]>
Sent: Monday, August 22, 2022 3:45 PM
To: Steve Janowski<[e-mail]>; Williams, Kim <[e-mail]>
Cc: Tankard, Robert <[e-mail]>
Subject: RE: [URL Verdict: Neutral][Non-DoD Source] Re: SAW-2019-00684 (Quail Woods Village LTD/Anderson,
Gerald/Craven)
Hi Steve,
Thank you for your responses. Maintaining wetland connectivity is still an outstanding issue — have you considered
installing culverts to connect the wetlands rather than relying on swales?
Sincerely,
Emily
Emily B. Thompson
Regulatory Specialist
U.S. Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, NC 27889
[phone]
Emily. B.Thompsona-usace.army. mil
We at the U.S. Army Corps of Engineers Regulatory Branch are committed to improving service to our customers. We
would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: https://reaulatorv.ops.usace.armv.mil/customer-service-survev/
Thank you for taking the time to visit this site and complete the survey
From: Steve Janowski<[e-mail]>
Sent: Friday, August 19, 2022 12:23 PM
To: Thompson, Emily B CIV USARMY CESAW (USA) <[e-mail]>; Williams, Kim
<[e-mail]>
Cc: Tankard, Robert <[e-mail]>
Subject: Re: [URL Verdict: Neutral][Non-DoD Source] Re: SAW-2019-00684 (Quail Woods Village LTD/Anderson,
Gerald/Craven)
When we record the final plat we will record the wetland limits also

J. Stephen Janowski, PE
Raleigh Office Director, Associate
Senior Project Manager
01f�vers-lw
ASSOCIATES, INC.
Six Forks Place III
353 E. Six Forks Road
Suite 230
Raleigh, NC 27609
0: 919-594-1626 ext 6278
M : 252-714-3002
From: Steve Janowski<[e-mail]>
Sent: Friday, August 12, 2022 2:46 PM
To: Thompson, Emily B CIV USARMY CESAW (USA) <[e-mail]>; Williams, Kim
<[e-mail]>
Cc: Tankard, Robert <[e-mail]>
Subject: Re: [URL Verdict: Neutral][Non-DoD Source] Re: SAW-2019-00684 (Quail Woods Village LTD/Anderson,
Gerald/Craven)
There is enough room for the culvert
J. Stephen Janowski, PE
Raleigh Office Director, Associate
Senior Project Manager
010versms
ASSOCIATES INC
Six Forks Place III
353 E. Six Forks Road
Suite 230
Raleigh, NC 27609
0: 919-594-1626 ext 6278
M: 252-714-3002
From: Thompson, Emily B CIV USARMY CESAW (USA) <[e-mail]>
Sent: Friday, August 12, 2022 2:27 PM
To: Steve Janowski<[e-mail]>; Williams, Kim <[e-mail]>
Cc: Tankard, Robert <[e-mail]>
Subject: RE: [URL Verdict: Neutral][Non-DoD Source] Re: SAW-2019-00684 (Quail Woods Village LTD/Anderson,
Gerald/Craven)
Hi Steve and Kim,

Robert and I discussed the plans and, it is still hard to determine whether the remaining wetlands in Lots 3 and 6 would be
connected and maintain connectivity to the wetlands bordering Lot 5/6 utilizing swales. Installing culverts may be the best
way to ensure maintained connectivity. Would the interested buyers be provided the delineation/plans? Is there enough
room on Lot 6 to construct a driveway without filling wetlands? The concern is that the owners of Lots 3, 6, and 8 may
inadvertently fill wetlands when designing/building their houses.
Sincerely,
Emily
Emily B. Thompson
Regulatory Specialist
U.S. Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, NC 27889
[phone]
Emily. B.Thompsona-usace.army. mil
We at the U.S. Army Corps of Engineers Regulatory Branch are committed to improving service to our customers. We
would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: https://reaulatorv.ops.usace.armv.mil/customer-service-survev/
Thank you for taking the time to visit this site and complete the survey
From: Steve Janowski<sianowski(@riversandassociates.com>
Sent: Wednesday, August 10, 2022 10:52 AM
To: Thompson, Emily B CIV USARMY CESAW (USA) <[e-mail]>; Williams, Kim
<[e-mail]>
Subject: Re: [URL Verdict: Neutral][Non-DoD Source] Re: SAW-2019-00684 (Quail Woods Village LTD/Anderson,
Gerald/Craven)
Emily
I have attached the detailed the representative spot elevations on the plat showing wetland connectivity
Let me know if you have any questions
Thankyou
Steve
J. Stephen Janowski, PE
Raleigh Office Director, Associate
Senior Project Manager
•
-,,.,Pjivers
$ASSOCIATES, IN(,
Six Forks Place III
353 E. Six Forks Road
Suite 230
Raleigh, NC 27609
0: 919-594-1626 ext 6278
M: 252-714-3002
10

From: Thompson, Emily B CIV USARMY CESAW (USA) <[e-mail]>
Sent: Monday, August 8, 2022 10:56 AM
To: Williams, Kim <[e-mail]>
Cc: Steve Janowski<sianowskiPriversandassociates.com>
Subject: RE: [URL Verdict: Neutral][Non-DoD Source] Re: SAW-2019-00684 (Quail Woods Village LTD/Anderson,
Gerald/Craven)
Hi Kim,
Thank you for the response. Can you provide a cross-section of the proposed roadside swales and existing wetland
elevations? We would need to ensure that the swales would not isolate OR drain the wetlands. The swales would need to
be constructed at the same elevation to maintain this balance.
Sincerely,
Emily
Emily B. Thompson
Regulatory Specialist
U.S. Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, NC 27889
[phone]
Emily. B.Thompsona-usace.army. mil
We at the U.S. Army Corps of Engineers Regulatory Branch are committed to improving service to our customers. We
would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: https://reaulatorv.ops.usace.armv.mil/customer-service-survev/
Thank you for taking the time to visit this site and complete the survey
From: Williams, Kim <[e-mail]>
Sent: Monday, August 8, 2022 9:49 AM
To: Thompson, Emily B CIV USARMY CESAW (USA) <[e-mail]>
Cc: Steve Janowski<sianowski(@riversandassociates.com>
Subject: [URL Verdict: Neutral][Non-DoD Source] Re: SAW-2019-00684 (Quail Woods Village LTD/Anderson,
Gerald/Craven)
Hi Emily
I coordinated with the project engineer regarding your comments and have the following responses.
Aquatic life movements: The remaining wetland areas will be connected via roadside swales. See attached plan with
arrows indicating connection.
Avoidance and minimization: The engineer attempted to avoid and minimize impacts as much as possible.
Unfortunately, the wetland pocket to be impacted is located in the middle of the site and it was not possible to avoid it
without losing several lots, which would have made the project economically infeasible. The lots were laid out to place
septic systems in suitable soils. The attached site plan includes suitable/unsuitable soils with the lot layout that helps to
demonstrate this.
Let me know if you have any other questions.
11

Thanks!
Kim
On Tue, Jul 26, 2022 at 5:13 PM Thompson, Emily B CIV USARMY CESAW (USA) <[e-mail]>
wrote:
Hi Kim,
I'm reviewing the Quail Woods PCN and have a few questions/comments. From the project plans, it appears that
"Wetland Impact #1" would isolate two portions of the wetland (Lots 3 & 6) which would not meet the 2nd general
condition of NWP 29:
"Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle movements of those species of
aquatic life indigenous to the waterbody, including those species that normally migrate through the area, unless the
activity's primary purpose is to impound water. All permanent and temporary crossings of waterbodies shall be suitably
culverted, bridged, or otherwise designed and constructed to maintain low flows to sustain the movement of those
aquatic species. If a bottomless culvert cannot be used, then the crossing should be designed and constructed to
minimize adverse effects to aquatic life movements."
It appears that more efforts to avoid/minimize impacts to aquatic resources need to be explored.
Sincerely,
Emily
Emily B. Thompson
Regulatory Specialist
U.S. Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, NC 27889
[phone]
Emily. B.Thompsona-usace.army. mil
We at the U.S. Army Corps of Engineers Regulatory Branch are committed to improving service to our customers. We
would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: https://regulatory.ops.usace.army.mil/customer-service-survey/
Thank you for taking the time to visit this site and complete the survey.
From: Schaffer, Josephine L CIV USARMY CESAW (USA) <[e-mail]> On Behalf Of
WashingtonNCREG
Sent: Friday, June 24, 2022 9:11 AM
To: Williams, Kim <[e-mail]>
Cc: Thompson, Emily B CIV USARMY CESAW (USA) <[e-mail]>
Subject: SAW-2019-00684 (Quail Woods Village LTD/Anderson, Gerald/Craven)
Good Morning,
We have received your Pre -Construction Notification (PCN) NWP request for the above project and forwarded it to
Emily Thompson for further processing.
Thank you,
Josephine Schaffer
12

From: [e-mail] <[e-mail]>
Sent: Thursday, June 23, 2022 5:23 PM
To: WashingtonNCREG<[e-mail]>
Cc: SAW-PCN-RG <[e-mail]>
Subject: [Non-DoD Source] PCN - Craven - Non -DOT
A new project has been received on 6/23/2022 5:21 PM for Refuge at Broad Creek. The link below will take you to the
project folder.
https://edocs.deg.nc.gov/Laserfiche/index.aspx?db=WaterResources#id=2384179;view=browse
This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as
responses aren't monitored.
13

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PHASE 1,
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x 73.4
x 13.2
x157
EXISTING BERM
x11.6
-L
-11.3
x
10.9
N/F
ALEXANDER BOGDANOFF
& JENNIFER BOGDANOFF
D.B. 3554 PG. 1309
P.N. 2-015-2-077
12
11.3
/ N/F
11.3
x12.4
10.8
x8.7
x 9.3
16
1,6
2
x9 7
WOODED
x 8.9
B2
x 8.6
xzE
CLD
•
ZO
CLD
CLD
GATE AND
FENCE POSTS
N/F
CRAVEN COUNTY
9.
/
5,7
x8. 7
D x9.2 •
-67
-7
15
/
WETLAND
LIMITS
/
70
/
8.3
VS 55
VICINITY MAP
NOT TO SCALE
B14
9.7
WETLAND
15
/
x 9,7
LEGEND
•
•
9 B1
/
x9.5
15
N/F
CRAVEN COUNTY
P.N.2-015-020
NOTES
TB
•
•
•
•
•
SPOIL
PILE
700 YEAR FLOOD BASED ON FIRA/1
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
EXISTING CONDITIONS SURVEY FROM MAP ENTITLED BOUNDARY AND TOPOGRAPHIC SURVEY FOR QUAIL WOODS
VILLAGE, LTD DATED 1/21/19 BY PATRICK HARTMAN, PLS OF RIVERS A & ASSOCIATES, INC.
2. 100 YEAR FLOOD BASED ON FIRM MAP 3720650000J EFFECTIVE DATE OF JUNE 19, 2020. BFE ELV. = 8.0 FT. (NAVD 88)
.71
•
•
x50.0
CLD
EP
x50.00
TA
CONTOURS
BOUNDARY LINE
RIGHT OF WAY
ADJOINER LOT LINE
TOP OF DITCH BANK/BERM
CENTERLINE OF DITCH
FENCE
EDGE OF VEGETATION
WATERMAIN
15" CPP CULVERT
SOIL ACCESS
RIGHT OF WAY/ACCESS EASEMEN T
DRAINAGE EASEMEN
ASPHALT
WETLANDS
NA TURAL GROUND
TOP OF BANK
EDGE OF PAVEMEN T
TOP OF ASPHALT
50'
SCALE
0 25' 50'
NC License: F-0334
;••1
0 c
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Cli
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East Second Street
Greenville, NC 27858
[phone]
REVISIONS:
>-
co
DESCRIPTION
QUAIL WOODS VILLAGE, LTD
CC
0
CC
U.
111
CC
CC
Lti
CC
tO
CO
0
0
0 -1
DATE:
DATE: 9/13/2022
DESIGNED BY: JSJ
DRAWN BY: TAN/SCB
CHECKED BY:
JSJ
DRAWING No. W-3841
SCALE:
1"= 50'
SHEET No.
C2

R:\LandDev\Quail Woods Village LTD - Ph 3 - 2014149\CADD\_DWG\Civil\C3 GRADING AND DRAINAGE PLAN.dwg-C3 GRADING AND DRAINAGE PLAN; GVLUSER4;18-Oct-22 @ 2:32:52 PM
15' SWDS EASEMENT
CENTERED ON PROPERTY LINE
15 REAR
/ SETBACK,
TYP.
t 10' SIDE
SETBACK
10' SWDS EASEMENT
CENTERED ON
PROPERTY LINE
/
/
/
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SETBACK
%///////////
jBUILDING /
FOOTPRINT /
/ /
/////////////
30 FRONT
/ SETBACK
R/W L-L 1_ _ _ Z�1_
EOP
CL
/
10' SWDS EASEMENT
CENTERED ON
PROPERTY LINE
/
/
/ 10 SWDS & UTILITY EASEMENT
OFFSET OF R.O.W
•
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NOT TO SCALE
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EX 6" PVC
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6"X6" TEE
2-6" CV
N/F
CAROL LEWIS HUDSON
D.B. 3217 PG. 922
M.B. 14 PG. 4
P.N. 2-015-021
N38° 51' 53"E 43.38'
N/F
✓ONAT7-IAN L. HORRELL
& AMY M. HORRELL
D.B. 3208 PG. 623
P.N. 2-015-2-081
QUAIL WOOD
SUBDIVISION
PHASE 1,
SECTION 2
x11 6
\ TA
1 11.59 .59
EP rA
EP
11x.22
TA
INV
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°. X. IRTaAT7 N 3 ItM
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10.7 x
10. e0
Lio
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N
11.5
109x 4 38,
N3837
N/F
NOLAN L. & KELSEY A.
GRUMMERT
D.B. 3579 PG. 137
P.N. 2-015-2-080
0
N/F
ZACHARY D. CHENOWETH &
COURTNEY R. CHENOWETH
D.B. 3228 PG. 687
P.N. 2-015-2-079
N25° 44' 48"E 172.30'
x
/0.6
7B
7
x
9.2
CLO
9.7
TB
L-D
N70'43 24 "W
60.33' (CH)
R= 355- 00'
\D
ABS = ACRYLONITRILE-BUTADIENE-STYRENE
BB = BOTTOM OF BANK
B/B = BACK OF CURB TO BACK OF CURB
BC = BACK OF CURB
BFE = BASE FLOOD ELEVATION
BLD = BUILDING CORNER
BM = BENCH MARK
BO = BLOW OFF
CATV= CABLE TELEVISION BOX
CB = CATCH BASIN
CLD = CENTERLINE DITCH
CLP = CENTERLINE PATH
CLR = CENTERLINE ROD
CMP = CORRUGATED METAL PIPE
CO = CLEAN OUT
CPP = CORRUGATED PLASTIC PIPE
DA = DRAINAGE AREA
DIP = DUCTILE IRON PIPE
DW = DRIVEWAY
EIA = EXISTING IRON AXLE
EIP = EXISTING IRON PIPE
EIS = EXISTING IRON STAKE
ELM = ELECTRIC METER BOX
ELMH= ELECTRIC MANHOLE
EP = EDGE OF PAVEMENT
EPKN= EXISTING PARKER KALON NAIL
ERRS= EXISTING RAILROAD SPIKE
FES = FLARED END SECTION
FFE = FINISHED FLOOR ELEVATION
FH = FIRE HYDRANT
FM = FORCE MAIN
FO = FIBER OPT
GV = GATE VALVE
GYE = GYE WIRE
HDPE = HIGH -DENSITY POLYETHYLENE
INV = INVERT
LP = LIGHT POLE
MB = MAIL BOX
MBL = MINIMUM BUILDING LINE
9.7
x
10.3
18x75
1350sf
18x75
1350sf
x 11.7 x 10.8 x9,4
275.40'
7
\ f
161354
1350sf
0.46 AC
(20058 SF)
27x50
1350sf
0.81 AC
(35378 SF)
x11.8
18x75
1350sf
N \
150LF18" HP
EQUALIZATION PIPE TO
CONNECT WETLANDS
INVERT OF PIPE 8.00
x 11.2 /"
x '' &.\\
98,97, FES-1
INV 8.50'
-W/CLASS B STONE
8'X5'X18"THK-
W/FILTER FABRIC
\\\\
27x50
1350sf x
x11.3 \
S25° 45' 28"W 359.09'
27x50
2 41350sf
0.34 AC
(15009 SF)
x70.5WA7ER
METER (TYP)
158.13'
27x50
WOO r 'VCK DRIVE
60' R - " BLIC - 20 PVMT
x90.56AC\
(24328 SF)
LIPSED HYDRANT
6"X6" TEE
2-6" GV
x 11.5
S25° 48' 06"W 420:94' 20.94' 11.7
MH = MANHOLE
MHW= MEAN HIGH WATER
MP = METAL PIPE
PH = PUMP HOUSE
PP = POWER POLE
PVC = POLYVINYL CHLORIDE
RCP = REINFORCED CONCRETE PIPE
R/W = RIGHT-OF-WAY
SDMH= STORM DRAINAGE MANHOLE
SIP = SET IRON PIPE
SL = SHORELINE
SPKN= SET PARKER KALON NAIL
SRRS= SET RAILROAD SPIKE
SS = SEWER SERVICE
SSMH= MANHOLE
SW = SIDEWALK
TB = TOP OF BANK (TOPO ONLY)
TLMH= TELEPHONE MH
TPED= TELEPHONE PEDESTAL
TRANS= ELECTRICAL TRANSFORMER
TYP = TYPICAL
WDL = WOODSLINE
WM = WATER METER BOX
WP = WETLAND POINT
WV = WATER VALVE
NTS = NOT TO SCALE
J\r = NOT TO SCALE
PEP = POLYETHYLENE PIPE
= CLASS "B" STONE APRON
CONSTRUCTION ENTRANCE/EXIT
= LIMITS OF CONSTRUCTION
= DRAINAGE EASEMENT
= RIPARIAN BUFFER
= SIGHT TRIANGLE
= SIGN EASEMENT
= CONCRETE LINED DITCH
= ZONING CLASSIFICATION
N/F
PAUL T. AL TIZER &
IRENE AGNES MAGNESS
D.8. 2980 PG. 848
P.N. 2-015-2-078
EX. 6' W00D1 F,3VCE
QUAIL WOOD
SUBDIVISION
PHASE 1,
SECTION 1
x 8 6
�047 ----78 x �9.9 iY--
x9.1 181.18'
9.7
75x36
2700sf
75x36
2700sf
1.02 AC
x9-6 (44525 SF)
120 LF 15 HDPE
x8.5 EQUALIZATION PIPE TO --
CONNECT WETLANDS
INVERT OF PIPE 8.00
6"X2" REDUCER
6"X6" TEE
2-6" GV
2" PVC C-900 WATERLINE
211.23'
•
310 LF SWALE 0 .32%
VAC
48 LF 18" RCP W/2-FES @ 0.63%
EWE
FES-2
INV. 8.20'
W/CLASS B STONE / /I' x 9.5
8'X5'X18"THK
W/FILTER FABRIC /
0.35 AC
(15118 SF)
x71.4
27x50
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x 12, 3 /1 6" GV -4417
6" FH
27x50
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\\\\\\\\\�
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\x 12.8 (15079 SF
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///////////
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X6" TEL
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6" FH ECLIPSED HYDRANT
BLOW ASSEMBLY 13.1
84.87'
19.9
N/F
ALEXANDER BOGDANOFF
& JENNIFER BOGDANOFF
D.B. 3554 PG. 1309
P.N. 2-015-2-077
NOTICE TO ALL LANDOWNERS/D
-V
/
OP
-RS
92.00'
WETLAND
LIMITS
INV. SWALE 8.5
MITSAG-
WETLAND FILL
///
0.35 AC
(15093 SF)
27x50
1350sf
x7/.1
27x50
1350sf
92A4J
27x50
13508112'7
27x50
1350sf
9,
N
FREDERICK M DEARMENT
& SANDRA N. DEARMENT
D.B. 2687 PG. 629
P N. 2-015-2-076
/
WETLANDS ARE VALUABLE NATURAL RESOURCES THAT PROVIDE IMPORTANT
ECOLOGICAL FUNCTIONS. BE ADVISED THAT ACTIVITIES IN WETLANDS ARE
REGULATED BY THE FEDERAL GOVERNMENT UNDER SECTION 404 OF THE
CLEAN WATER ACT. JURISDICTION WETLAND MAY INCLUDE THE OUNCE -SHRUB
POCOSINS THAT ARE COMING IN THE REGION. IF ANY PRESENT LANDOWNER,
DEVELOPER, CORPORATION , OR OTHER PERSON PROPOSES TO UNDERTAKE
CONSTRUCTION/FILLING ACTIVES IN OR NEAR A LAKE, STREAM, TRIBUTARY,
OR ANY OTHER UNNAMED BODY OF WATER INCLUDING ITS ADJACENT
WETLANDS, FEDERAL PERMIT AUTHORIZATION MAY BE REQUIRED FORM THE
U.S. ARMY CORPS OF ENGINEERS PRIOR TO COMMENCEMENT OF ANY SUCH
LAND DISTURBING ACTIVITIES. PLEASE CONTACT MR. HENRY WIKER, FIELD
COORDINATOR, WASHINGTON, NC CORPS OF ENGINEERS REGULATORY FIELD
OFFICE, TELEPHONE [phone], FOR A WETLAND DETERMINATION AND
INFORMATION REGARDING SPECIFIC PERMIT REQUIREMENTS.
CALL BEFORE YOU DIG!
WWW. NC811.ORG
N.C. ONE -CALL CENTER
IT'S THE LAW!
50'
SCALE 1 inch = 50 ft
0 25'
50'
0
N/F
DAV/D EARL ANDERSON &,
LORETTA JUSTICE ANDERSON
D.B. 1894 PG. 755
P.N. 2-015-083
9-9 N25"18'05"E 1,194.72' (TOTAL) _ 8,5 8-6
-TBE- . ------rg x -----• --rB x - - -
-
\1
S25° 18' 05"W 465.09' x 9.5
///X////
27x50
1350sf
27x50
1350sf
4
27x50
1350sf
10,8
.2
CLD
2700sf
REPAIR
170.89'
x 0.76 AC
(33293 SF)
75x36
2700Sf
170.57'
SANDY CREEK DRIVE x 153
50' R/W - PUBLIC - 20' PVMT
w
6" PVC C-900 WA - /NE
x 11.3
12
1.05 AC
(45767 SF)
FES-8
INV. 7.50'
W/CLASS B STONE
8'X5'X18"THK
W/FILTER FABRIC
87
8- 3
///e/9/5/////X
x57
72 LF 18" RCP W/2-FES @ 0.72%
N/F
CRAVEN COUNTY
D B. 2754 PG. 858
P N.2-015-020
// , - g" FES-7
// y{I � INV. 8.00'
W/CLASS B STONE
I �i � atir- 8' X 5' X 18" THK
1 �/rj� WATER FABRIC
171
4
,64
D x9.2
- WETLAND
LIMITS
x•
• 71
12.47'
X6,6
1.15 AC
(50202 SF)
2 C17 x1�
6 X2" REDUCER
81.55'71.1
1 /4"/FT.
6X6" TEE
6" CV
6" FH
2700sf
REPAIR
0.71 AC
(30901 SF)
2700sf
REPAIR
x 8.6
x
9.1
10.8
raaS
•
60' R/W
"/FT.
4
9.8
WETLAND
LIMITS
8-3
0.80 AC
(34636 SF)
•
•
•
•
•
A NOTES:
/6 • 1 PAVEMENT = 1 .5" SF 9.5, 6" ABC ON ALL PUBLIC STREETS. SUBGRADE SOILS
ARE Al AND A-2-7 SOIL TYPES.
2. DRIVEWAY PIPES SHALL BE HDPE WITH 15" MINIMUM DIAMETER.
CAL S-RE
CROSS S
ic
•
•
•
•
8
•
•
W ASSEMBLY
5.4
x100
1800sf
LPPS
8x100
LPP
27x100
2700sf
N/F
CRAVEN COUNTY
78
\ CO 100 YEAR FLOOD BASED ON\ FIRM
CLD
7.8
0.76 AC
(33257 SF)
•
•
jCLD
GENERAL NOTES
•
•
•
•
•
s.
•
•
•
•
•
•
1. ALL AREAS CALCULATED BY COORDINATE GEOMETRY.
2. A PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD 2.
HAZARDOUS AREA AS DETERMINED BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY. REF: FIRM 3720650000J, DATED: JUNE 19,
2020. 100 YEAR BASE FLOOD ELEVATION = 8.0 (NAVD 1988).
3. FINISHED FLOORS SHALL BE ELEVATED TO A MINIMUM OF 2 FEET
ABOVE BASE FLOOD ELEVATION.
4. THE NEAREST FIRE HYDRANT IS LOCATED 354± FEET AWAY.
5. NO POINTS SET ALONG DITCH, UNLESS OTHERWISE NOTED.
6. THE NEAREST FIRE STATION IS 2.2± MILES AWAY IN FAIRFIELD
HARBOR, N.C.
7. SEWAGE DISPOSAL TO BE PROVIDED BY INDIVIDUAL LOT SEPTIC TANK
SYSTEMS.
8. THIS PROPERTY IS LOCATED IN TRI-COMMUNITY FIRE DISTRICT.
9. WATER SUPPLY BY FIRST CRAVEN SANITARY DISTRICT.
10. ELECTRICAL SUPPLY BY TIDELAND EMC (UNDERGROUND).
11 . STATE STORM WATER PERMIT IS REQUIRED.
12. CRAVEN COUNTY STORM WATER PERMIT IS NOT REQUIRED.
13. ALL UTILITIES WILL BE UNDERGROUND.
14. WATER SERVICES TO BE SCHEDULE 40 PVC.
15. TRASH COLLECTION TO BE PROVIDED BY A PRIVATE CONTRACTOR.
1 6. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND
WORKMANSHIP FOR CONSTRUCTION OF THE ROADWAY, DRAINAGE,
WATER UTILITIES AND SEEDING FOR A PERIOD OF ONE YEAR FROM
THE DATE OF ACCEPTANCE AND FINAL PAYMENT FROM THE OWNER.
17. OFFSITE BORROW SHALL BE FROM AN APPROVED BORROW SOURCE.
18. PROPOSED USES SHALL COMPLY WITH THE CRAVEN COUNTY
ORDINANCE.
1 9. PAVED AREAS SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY
EXCEPT FOR THE TOP 6'' OF SUBGRADE WHICH SHALL BE
COMPACTED TO 100% MAXIMUM DRY DENSITY IN ACCORDANCE WITH
AASHTO-T99.
20. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING TO
DIVISION 2 OF THE NCDOT STANDARD SPECIFICATIONS.
21. BITUMINOUS CONCRETE SURFACE COURSE SHALL BE TYPE S9.5B
CONFORMING TO DIVISION 2 OF THE NCDOT STANDARD
SPECIFICATIONS.
22. ALL MATERIALS AND INSTALLATION METHODS OF WATER SYSTEM
SHALL MEET THE MINIMUM REQUIREMENTS OF THE FIRST CRAVEN
SANITARY DISTRICT MANUAL FOR THE DESIGN AND CONSTRUCTION OF
WATER AND WASTE WATER SYSTEMS EXTENSIONS.
23. EACH PRIME CONTRACTOR PERFORMING EXCAVATIONS OR UNDER
GROUND WORK SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY
EXISTING UTILITIES IN THE AREA OF THEIR WORK, NOTIFY THE UTILITY
LOCATOR SERVICE (1 -800-632-4949) AT LEAST 48 HOURS PRIOR
TO COMMENCING CONSTRUCTION IN ORDER THAT EXISTING UTILITIES
IN THE AREA MAY BE FLAGGED AND STAKED. CONTRACTOR SHALL
USE ALL CARE NECESSARY WHEN WORKING IN AREAS KNOWN OR
SUSPECTED TO CONTAIN UNDERGROUND UTILITIES, INCLUDING HAND
DIGGING.
24. GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING INVERT
ELEVATIONS PRIOR TO CONSTRUCTION.
25. NEW AND EXISTING FIRE HYDRANTS SHOWN ON THIS PLAN HAVE OR
SHALL BE INSTALLED THAT NO PORTION OF BUILDING(S) LOCATED
FURTHER THAN 400' FROM THE HYDRANT AS THE HOSE IS LAID.
26. NEW HOMES MUST COMPLY WITH ALL APPLICABLE BUILDING CODES.
27. PERMITTING OF PRIVATE WATER MAINS 2" AND LARGER IS REQUIRED
BY NCDENR. THE PERMIT SHALL BE IN THE NAME OF THE OWNER.
WATER WILL NOT BE PROVIDED TO THE PROJECT UNTIL THE FIRST
CRAVEN SANITARY DISTRICT HAS PROVIDED VERIFICATION OF FINAL
APPROVAL FROM NCDENR.
15
14
13
12
11
9
8
7
6
r EXISTING CA GRADE
PR oPosE
CA C
150 LF 18" HP PIPE
-0+25 0+00
15
14
13
12
11
10
9
8
7
6
2+00
WETLANDS CONNECTIVITY SECTIO\ A
15
14
13
12
11
9
8
7
6
PROPOSED
CA GRADE
EXISTING C/L GRADE
120 LF 18" HDPE PIPE
3:1 (TYP)
-0+25 0+00
15
14
13
12
11
9
8
7
6
1+50
NC License: F-0334
ct)
;••1
co
0 c
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0.6
cow us)
cu
ss
East Second Street
Greenville, NC 27858
[phone]
REVISIONS:
>-
co
Lu
DESCRIPTION
QUAIL WOODS VILLAGE, LTD
LIJ
LIJ
CC
0
CC
CO
LIJ
LI.
LIJ
CC
CC
Lti
cc
co
cc
Z J
< 11.
cc
DATE:
DATE: 10/13/2022
DESIGNED BY: JSJ
DRAWN BY: TAN/SCB
CHECKED BY: JSJ
PROJECT No 2014149
DRAWING No. W-3841
SCALE:
SHEET No.
C3