HomeMy WebLinkAbout20191652 Ver 1_USACE Request for More Info_20200122Strickland, Bev
From: Bailey, David E CIV USARMY CESAW (USA) <David.E.Bailey2@usace.army.mil>
Sent: Wednesday, January 22, 2020 2:21 PM
To: Brad Luckey; Greg Garrett
Cc: Homewood, Sue
Subject: [External] RE: Request for Additional Information: Meadow Valley s/d, High Point,
Guilford Co.; SAW-2018-02095
Attachments: Area to Delineate.pdf
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Brad,
Thank you for your updated PCN and attached information, dated 1/8/2020 (received 1/9/2020), for the above
referenced project. I have reviewed the information and need clarification before proceeding with verifying the use of
Nationwide Permit 29 (http://saw-reg.usace.army.mil/NWP2017/2017NWP29.pdf). 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the use of the Nationwide Permit or consider your application withdrawn and close the file: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) The plansheet showing the overall development indicates that a portion of the development (PIN
180005740000100068) was not included in the delineation verified in the field on 7/10/2018. There are two
areas of concern based on geomorphic position and remotely sensed data (aerial photos and LiDAR) that require
field evaluation:
a. The drainage including and upstream of Stream ESA 1-5 delineated as part of the sewer corridor
component of the Meadow Valley s/d;
b. The entirety of the broad topographic depression centered at Lat/Lon 36.041578,-80.033232;
Please evaluate both of these areas for the presence/absence of potential waters of the US, including wetlands
and streams. Provide wetland/upland data forms per the most recent version of the Eastern Mountains and
Piedmont Regional Supplement for these areas. We also request the most recent version of the NCDWR stream
form for the areas described in item 1)a above. Based on the information provided, the Corps may require a
verification site visit for this parcel. If pictures and other provided information would be helpful in facilitating an
office verification, please provide that information as well;
2) The plansheet showing the overall development indicates that the added parcel identified above would be fully
built out with residential dwellings and related infrastructure. If potential waters of the US are found within the
parcel above, either include the proposed impacts in an updated PCN/plans, or re -design to avoid those areas;
3) The plansheet for Crossing "C" (sewer line) indicates that, in addition to the proposed crossing, there would be
sewer line running parallel to Stream SC extending both east and west of the proposed crossing. Further, the
field verified delineation included a narrow corridor for future sewer in which several streams and wetlands
were mapped. However, no additional impacts related to the sewer are proposed in the PCN/plans. Further, we
are unaware of any separate sewer line projects constructed or proposed that would extend sewer parallel to
this stream and connecting to this development. Please provide plans for the overall development clearly
showing proposed utilities, including those that connect to existing off -site infrastructure. This information is
required to evaluate all cumulative impacts associated with this development. If additional sewer impacts are
required, please add them to the PCN and provide plans accordingly.
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: (919) 554-4884, Ext. 30.
Fax: (919) 562-0421
Email: David.E.Bailey2@usace.army.mil
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=136:4:0
Thank you for taking the time to visit this site and complete the survey.
-----Original Message -----
From: Brad Luckey [mailto:bluckey@pilotenviro.com]
Sent: Thursday, January 9, 2020 12:24 PM
To: Bailey, David E CIV USARMY CESAW (USA) <David.E.Bailey2@usace.army.mil>; Greg Garrett
<greg@shugartmanagement.com>
Cc: Homewood, Sue <sue.homewood@ncdenr.gov>
Subject: [Non-DoD Source] RE: Request for Additional Information: Meadow Valley s/d, High Point, Guilford Co.; SAW-
2018-02095
David and Sue --please utilize these attachments. We caught some discrepancies in impact numbers on the overall map
that was previously provided and to avoid confusion I wanted to re -send. No other changes outside of updated impact
numbers on the overall impact drawing. I apologize for the inconvenience. Thanks.
Sincerely,
Bradley S. Luckey, PWS
336.708.4997 (c)
336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
Blockedwww. pi lotenvi ro.com
bluckey@pilotenviro.com
-----Original Message -----
From: Brad Luckey
Sent: Wednesday, January 8, 2020 11:18 AM
To: Bailey, David E CIV USARMY CESAW (USA) <David.E.Bailey2@usace.army.mil>; Greg Garrett
<greg@shugartmanagement.com>
Cc: Homewood, Sue <sue.homewood@ncdenr.gov>
Subject: RE: Request for Additional Information: Meadow Valley s/d, High Point, Guilford Co.; SAW-2018-02095
Good Morning David,
On behalf of the applicant, please find the attached information and below responses. Please let me know if you require
additional information. Thanks.
USACE Comment 1) Please note that stream and wetland impacts for additional phases of the Meadow Valley s/d
were authorized via NWP 29 and 12 on 9/12/2007. However, based on evaluation of the previously permitted plans, our
site visit in 2018, and the most recent aerial photography, none of the authorized impacts were constructed. Further,
the NWP 29 and 12 verification dated 9/12/2007 has since expired. As such, the currently proposed stream and wetland
impacts will be evaluated as the entirety of proposed impacts for the Meadow Valley single and complete project
Applicant Response: The applicant acknowledges.
2) Provide a plan view of the lot layout and infrastructure (roads, utilities, stormwater, etc.) for the entire proposed
Meadow Valley s/d overlaid on a survey of the stream and wetland delineation approved by the Corps. This plan is
necessary to evaluate avoidance and minimization measures and potential indirect impacts for the project
Applicant Response: Please see attached.
3) Is rip rap proposed to be placed in the stream channel associated with Crossings A or B? If so, include the rip rap on
the plan and profile views of these crossings, and ensure that the stream and/or wetland impacts associated with rip rap
is included and itemized clearly on the PCN and plans.
Applicant Response: Please see attached.
4) Include a graphic (not text) scale on all plan sheets
Applicant Response: Please see attached.
5) Crossing A plans:
a. The PCN proposes 108 I.f. of stream impacts. However, the profile drawing shows the footprint of the culvert and
headwalls to be 111 I.f. Further, it the stream has any sinuosity the actual stream length impacted by the culvert and
headwall footprint would exceed the length of the structure. Please re-evaluate all proposed impacts and update the
PCN and plans accordingly
Applicant Response: Please see attached.
b. The plan view appears to show that the pipe is aligned such that the outlet occurs outside of the existing channel. If
the culvert pipe will be aligned such that the inlet and outlet are in -line with the existing stream channel, please update
the mapping to depict accurately. If not, please update your plans to meet this requirement (Regional Condition 3.6.1)
Applicant Response: Please see attached.
The profile view twice shows "Existing 'Intermittent' Stream Invert." Change to "Existing 'Perennial' Stream Invert."
Applicant Response: Please see attached.
6) Crossing B plans:
a. Clearly show the center line of the intermittent stream on the plan view
Applicant Response: Please see attached.
Provide a profile view for this proposed crossing
Applicant Response: Please see attached.
7) Temporary impacts:
a. For the proposed temporary wetland impact, clarify that the wetland will be restored such that the top 12" of
wetland soil will be segregated and placed back as the top 12" of soil upon restoration of this wetland area
Applicant Response: Please see attached.
Provide the proposed seed mix to be used in the restoration of temporary wetland and stream impacts
Applicant Response: Please see attached.
8) Please note that responses to the items above (especially item 2) may prompt additional information requests to
allow full evaluation of the proposed project.
Applicant Response: The applicant acknowledges.
Sincerely,
Bradley S. Luckey, PWS
336.708.4997 (c)
336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
Blockedwww. pi lotenvi ro.com
bluckey@pilotenviro.com
-----Original Message -----
From: Bailey, David E CIV USARMY CESAW (USA)[maiIto: David. E.Bailey2@usace.army.mil]
Sent: Tuesday, December 31, 2019 11:51 AM
To: Brad Luckey <bluckey@pilotenviro.com>; Greg Garrett <greg@shugartmanagement.com>
Cc: Homewood, Sue <sue.homewood@ncdenr.gov>
Subject: RE: Request for Additional Information: Meadow Valley s/d, High Point, Guilford Co.; SAW-2018-02095
Hi Brad, and thanks for the question. As you point out, there are various NWP General and Regional Conditions that
address restoration of temporary impacts; 3 of which are cited below. The information provided in the PCN did not allow
me to confirm that these conditions would be met (3.11 in particular), and it is within my discretion to request this
information in order to ensure that they are.
NWP General Conditions:
13. Removal of Temporary Fills. Temporary fills must be removed in their entirety and the affected areas returned to
pre -construction elevations. The affected areas must be revegetated, as appropriate.
23(a). The activity must be designed and constructed to avoid and minimize adverse effects, both temporary and
permanent, to waters of the United States to the maximum extent practicable at the project site (i.e., on site)
NWP 29 regional Conditions:
3.11 Restoration of Temporary Impacts to Stream Banks Upon completion of work involving temporary stream bank
impacts, stream banks are to be restored to pre -project grade and contours or beneficial grade and contours if the
original bank slope is steep and unstable. Natural durable materials, native seed mixes, and native plants and shrubs are
to be utilized in the restoration.
Thanks again, and have a great 2020.
-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: (919) 554-4884, Ext. 30.
Fax: (919) 562-0421
Email: David.E.Bailey2@usace.army.mil
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: Blockedhttp://corpsmapu.usace.army.miI/cm_apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.
-----Original Message -----
From: Brad Luckey [mailto:bluckey@pilotenviro.com]
Sent: Monday, December 30, 2019 10:38 AM
To: Bailey, David E CIV USARMY CESAW (USA) <David.E.Bailey2@usace.army.mil>; Greg Garrett
<greg@shugartmanagement.com>
Cc: Homewood, Sue <sue.homewood@ncdenr.gov>
Subject: [Non-DoD Source] RE: Request for Additional Information: Meadow Valley s/d, High Point, Guilford Co.; SAW-
2018-02095
David -a little clarity please on request 7b. I am unfamiliar with the regulations that require seeding mixes to be
provided. I am familiar with temporary impact restoration requirements in general condition 13 of NWP 12/29 and
regional conditions 3.10 and 3.11. Please advise. Thanks.
Sincerely,
Bradley S. Luckey, PWS
336.708.4997 (c)
336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
Blockedwww.pilotenviro.com <BlockedBlockedhttp://www.pilotenviro.com/>
bluckey@pilotenviro.com <mailto:bluckey@pilotenviro.com>
From: Bailey, David E CIV USARMY CESAW (USA) [mailto:David.E.Bailey2@usace.army.mil]
Sent: Friday, December 20, 2019 9:52 AM
To: Greg Garrett <greg@shugartmanagement.com>; Brad Luckey <bluckey@pilotenviro.com>
Cc: Homewood, Sue <sue.homewood@ncdenr.gov>
Subject: Request for Additional Information: Meadow Valley s/d, High Point, Guilford Co.; SAW-2018-02095
Messrs. Garrett and Luckey,
Thank you for your PCN and attached information, dated and received 11/26/2019, for the above referenced project. I
have reviewed the information and need clarification before proceeding with verifying the use of Nationwide Permit 29
(Blocked Blockedhttp://saw-reg.usace.army.mil/NWP2017/2017NWP29.pdf). 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) Please note that stream and wetland impacts for additional phases of the Meadow Valley s/d were authorized via
NWP 29 and 12 on 9/12/2007. However, based on evaluation of the previously permitted plans, our site visit in 2018,
and the most recent aerial photography, none of the authorized impacts were constructed. Further, the NWP 29 and 12
verification dated 9/12/2007 has since expired. As such, the currently proposed stream and wetland impacts will be
evaluated as the entirety of proposed impacts for the Meadow Valley single and complete project;
2) Provide a plan view of the lot layout and infrastructure (roads, utilities, stormwater, etc.) for the entire proposed
Meadow Valley s/d overlaid on a survey of the stream and wetland delineation approved by the Corps. This plan is
necessary to evaluate avoidance and minimization measures and potential indirect impacts for the project;
3) Is rip rap proposed to be placed in the stream channel associated with Crossings A or B? If so, include the rip rap on
the plan and profile views of these crossings, and ensure that the stream and/or wetland impacts associated with rip rap
is included and itemized clearly on the PCN and plans;
4) Include a graphic (not text) scale on all plan sheets;
5) Crossing A plans:
a. The PCN proposes 108 I.f. of stream impacts. However, the profile drawing shows the footprint of the culvert and
headwalls to be 111 I.f. Further, it the stream has any sinuosity the actual stream length impacted by the culvert and
headwall footprint would exceed the length of the structure. Please re-evaluate all proposed impacts and update the
PCN and plans accordingly;
b. The plan view appears to show that the pipe is aligned such that the outlet occurs outside of the existing channel. If
the culvert pipe will be aligned such that the inlet and outlet are in -line with the existing stream channel, please update
the mapping to depict accurately. If not, please update your plans to meet this requirement (Regional Condition 3.6.1);
C. The profile view twice shows "Existing 'Intermittent' Stream Invert." Change to "Existing 'Perennial' Stream Invert."
6) Crossing B plans:
a. Clearly show the center line of the intermittent stream on the plan view;
b. Provide a profile view for this proposed crossing;
7) Temporary impacts:
a. For the proposed temporary wetland impact, clarify that the wetland will be restored such that the top 12" of
wetland soil will be segregated and placed back as the top 12" of soil upon restoration of this wetland area;
b. Provide the proposed seed mix to be used in the restoration of temporary wetland and stream impacts;
8) Please note that responses to the items above (especially item 2) may prompt additional information requests to
allow full evaluation of the proposed project.
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: (919) 554-4884, Ext. 30.
Fax: (919) 562-0421
Email: David.E.Bailey2@usace.army.mil<maiIto: David. E.Bailey2@usace.army.mil>
7
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: BlockedBlockedhttp://corpsmapu.usace.army.miI/cm_apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.
QProposed/completed Projects
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ate'- • •
_
Meadow Valley s/d Delineation Review Area
. f 6142
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O Parcel Added to Meadow Valley s/d
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824
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0.2 PCTANNUAL CHANCE FLOOD HAZARD
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QL2 LIDAR Elevation (Feet)
High 922.723
!
838
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Low : 834.407
LIDAR Elevation (Feet)
High 923
Area of Concern 1
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:
(entirety of drainage)
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Area of Concern 2
(entirety of
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872
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