HomeMy WebLinkAbout20171523 Ver 1_More Info Received_20180122 (5)
Homewood, Sue
From:Brad Luckey <bluckey@pilotenviro.com>
Sent:Monday, January 22, 2018 7:58 AM
To:Homewood, Sue; Williams, Andrew E CIV USARMY CESAW (US)
Subject:FW: \[External\] RE: USACE Action ID SAW-2017-01797 Uwharrie Charter Middle School PCN-
Randolph County INCOMPLETE NOTIFICATION
Attachments:Uwharrie Drainage Plan.pdf
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
report.spam@nc.gov.
Confirm receipt. Got kicked back first time. Thanks.
Sincerely,
Bradley S. Luckey, PWS
336.708.4997 (c)
336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
www.pilotenviro.com
bluckey@pilotenviro.com
From: Brad Luckey
Sent: Monday, January 22, 2018 7:49 AM
To: 'Homewood, Sue' <sue.homewood@ncdenr.gov>
Cc: Williams, Andrew E CIV USARMY CESAW (US) <Andrew.E.Williams2@usace.army.mil>
Subject: RE: \[External\] RE: USACE Action ID SAW-2017-01797 Uwharrie Charter Middle School PCN-Randolph County
INCOMPLETE NOTIFICATION
Drainage plan attached. Thanks.
Sincerely,
Bradley S. Luckey, PWS
336.708.4997 (c)
336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
www.pilotenviro.com
bluckey@pilotenviro.com
From: Homewood, Sue \[mailto:sue.homewood@ncdenr.gov\]
Sent: Wednesday, January 17, 2018 11:08 AM
To: Brad Luckey <bluckey@pilotenviro.com>
Cc: Williams, Andrew E CIV USARMY CESAW (US) <Andrew.E.Williams2@usace.army.mil>
Subject: RE: \[External\] RE: USACE Action ID SAW-2017-01797 Uwharrie Charter Middle School PCN-Randolph County
INCOMPLETE NOTIFICATION
Brad,
Please have the Civil Engineer provide a stormwater drainage plan for the site. In your response below it is noted that: Dispersed
Flow – Our site discharges back into existing streams and/or into vegetated areas long before it leaves our site. 3) Vegetated
Conveyances – Not applicable. Our conveyances are pipes.
1
As I understand this response it would not meet the definition of Low Density in 15A NCAC 02H .1003, A site would not meet
the definition of Low Density if stormwater is piped directly to the stream regardless of the overall density of Built Upon Area. If
you can provide a copy of the stormwater drainage system and location of all outlets at a scale that is legible I will be able to make
a final determination.
Thanks,
Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality
336 776 9693 office
336 813 1863 mobile
Sue.Homewood@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.
From: Brad Luckey \[mailto:bluckey@pilotenviro.com\]
Sent: Thursday, January 11, 2018 10:12 AM
To: Homewood, Sue <sue.homewood@ncdenr.gov>
Cc: Williams, Andrew E CIV USARMY CESAW (US) <Andrew.E.Williams2@usace.army.mil>
Subject: RE: \[External\] RE: USACE Action ID SAW-2017-01797 Uwharrie Charter Middle School PCN-Randolph County
INCOMPLETE NOTIFICATION
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
report.spam@nc.gov.
Sue and Andy,
Please find the applicant responses below and associated attachments. Let me know if you have any questions or needs for
additional information. Thanks.
1. Please find attached agent authorization from the owner/applicant.
2. Based upon DWR stream classification and visit, the areas of stream impact are classified as intermittent streams. During
the site visit, DWR determined that the stream below the confluence of ISC and ISCA is perennial. An updated wetland
map documenting DWR’s stream classifications is included as an attachment.
3. According the to the civil: 1) Density Thresholds – met per previous submittal 2) Dispersed Flow – Our site discharges
back into existing streams and/or into vegetated areas long before it leaves our site. 3) Vegetated Conveyances – Not
applicable. Our conveyances are pipes. 4) Curb Outlet Systems – Our outlets are into vegetated areas or natural streams.
Velocity requirements are met per the approved NCDENR permit.
4. Impact #1 crossing has been redesigned such that the stream area within the rip-rap dissipater will be relocated to better
align discharge to the down-gradient un-impacted stream channel. The applicant evaluated redesigning the culvert to
better align discharge to the down-gradient receiving stream; however, it was determined that it would impact more
stream channel to do so. Therefore, in efforts to avoid and minimize impacts to WoUS, the applicant determined that
relocation of the stream within the rip-rap dissipater would cause less impact to the environment and achieve better
alignment of discharge to the down-gradient receiving stream. An updated copy of the PCN form that documents this is
included as an attachment.
Sincerely,
2
Bradley S. Luckey, PWS
336.708.4997 (c)
336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
www.pilotenviro.com
bluckey@pilotenviro.com
From: Homewood, Sue \[mailto:sue.homewood@ncdenr.gov\]
Sent: Friday, December 22, 2017 9:56 AM
To: Brad Luckey <bluckey@pilotenviro.com>
Cc: Williams, Andrew E CIV USARMY CESAW (US) <Andrew.E.Williams2@usace.army.mil>
Subject: RE: \[External\] RE: USACE Action ID SAW-2017-01797 Uwharrie Charter Middle School PCN-Randolph County
INCOMPLETE NOTIFICATION
Brad,
I have the following issues that will need to be addressed:
1. The owner is listed as Uwharrie Green School Inc, but your agent authorization form is signed by Uwharrie Charter
Academy. These need to match.
2. I will need to verify the streams as intermittent. I'll be in Asheboro on 1/3 and would have time to run by this site if that
works for you/Pilot
3. General Certification states that the definition of Low Density is per 15A NCAC 02H .1003. Percent impervious is not
the only criteria. Based on the plans submitted, I cannot verify that this project meets all of the criteria for Low Density
projects. You'll need to provide more detail to verify that it qualifies as Low Density, or you'll need to provide one of the
two options listed in Condition I.5 for High Density projects.
4. It appears that the culvert outlet location Impact #1 within a bend in the stream. Please realign the culvert to better
address stream alignment or otherwise address this concern.
I’ll have to send a formal hold letter the first week in January. Feel free to send me any partial responses in the meantime and that
will reduce the number of items on my formal hold letter.
Thanks,
Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality
336 776 9693 office
336 813 1863 mobile
Sue.Homewood@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.
-----Original Message-----
From: Brad Luckey \[mailto:bluckey@pilotenviro.com\]
Sent: Thursday, December 14, 2017 3:54 PM
To: Williams, Andrew E CIV USARMY CESAW (US) <Andrew.E.Williams2@usace.army.mil>
Cc: Homewood, Sue <sue.homewood@ncdenr.gov>
Subject: \[External\] RE: USACE Action ID SAW-2017-01797 Uwharrie Charter Middle School PCN-Randolph County
INCOMPLETE NOTIFICATION
3
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
report.spam@nc.gov.
They show the scaled cross sections--its off the site of the plan view's blow up. Its not very blow up but legible and includes all
the requested items.
Sincerely,
Bradley S. Luckey, PWS
336.708.4997 (c)
336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
www.pilotenviro.com
bluckey@pilotenviro.com
-----Original Message-----
From: Williams, Andrew E CIV USARMY CESAW (US) \[mailto:Andrew.E.Williams2@usace.army.mil\]
Sent: Thursday, December 14, 2017 3:45 PM
To: Brad Luckey <bluckey@pilotenviro.com>
Cc: Sue Homewood (Sue.Homewood@ncdenr.gov) <Sue.Homewood@ncdenr.gov>
Subject: RE: USACE Action ID SAW-2017-01797 Uwharrie Charter Middle School PCN-Randolph County INCOMPLETE
NOTIFICATION
Brad,
I don't see our #4 on the attached drawings. They have provided typical drawings for temporary crossings (which they don't
have). The cross section should be specific to this plan and should also show the proposed rip rap pad.
Please call me if you have any questions. Thanks.
Andrew Williams
Regulatory Project Manager
US Army Corps of Engineers
Wilmington District, Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
919-554-4884 ext. 26
-----Original Message-----
From: Brad Luckey \[mailto:bluckey@pilotenviro.com\]
Sent: Wednesday, December 13, 2017 10:06 AM
To: Williams, Andrew E CIV USARMY CESAW (US) <Andrew.E.Williams2@usace.army.mil>
Cc: Sue Homewood (Sue.Homewood@ncdenr.gov) <Sue.Homewood@ncdenr.gov>; Van2_Hurley@usharriecharter.org; Steve
Hubrich <steve@hubrichcontracting.com>
Subject: \[EXTERNAL\] RE: USACE Action ID SAW-2017-01797 Uwharrie Charter Middle School PCN-Randolph County
INCOMPLETE NOTIFICATION
Good Morning Andy,
On behalf of the Applicant, Pilot has provided the below responses and attachments as requested. Please let me know if you need
additional clarification. Thanks.
1) Traffic control and pedestrian safety are the largest factors why moving the crossing westward and then to the north is not
feasible. Traffic enters and exits from US 220 Business and the current design has a stacking que for dual lanes of 1,100 linear
feet for peak demand during student drop-off/pick-up. Additionally, the current design does not interfere with staff/visitor parking
4
accessing parking lots by crossing student drop off/pick-up traffic pattern. The current design allows a free flow of movement for
vehicles back towards US 220 Business without a crossing pattern. If the crossing was moved westward to avoid wetland impacts
and then continue to the north then there would be a need for a stop sign and staff/visitors to cross pedestrian drop-off/pickup
traffic. Additionally, the resulting driveway length of a more westward design would not meet the anticipated vehicular stacking
requirements during peak pedestrian and student drop-off/pick-up.
2-4) Please find the attached updated impact exhibits that addresses these requests.
Sincerely,
Bradley S. Luckey, PWS
336.708.4997 (c)
336.310.4527 (o)
PO Box 128
Kernersville, NC 27285
Blockedwww.pilotenviro.com
bluckey@pilotenviro.com
-----Original Message-----
From: Williams, Andrew E CIV USARMY CESAW (US) \[mailto:Andrew.E.Williams2@usace.army.mil\]
Sent: Wednesday, December 6, 2017 5:11 PM
To: Van2_Hurley@usharriecharter.org; Brad Luckey <bluckey@pilotenviro.com>
Cc: Sue Homewood (Sue.Homewood@ncdenr.gov) <Sue.Homewood@ncdenr.gov>; Williams, Andrew E CIV USARMY
CESAW (US) <Andrew.E.Williams2@usace.army.mil>
Subject: USACE Action ID SAW-2017-01797 Uwharrie Charter Middle School PCN-Randolph County INCOMPLETE
NOTIFICATION
Brad:
The attached PCN for the Uwharrie Charter Middle School (SAW-2017-01797) is incomplete.
The Nationwide Permit (NWP) condition 23(a) (Mitigation) states: The activity must be designed to 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.
Additionally, the NWP condition 32(b)(4) (Pre-construction notification) states: The description of the proposed activity and any
proposed mitigation measures should be sufficiently detailed to allow the district engineer to determine the adverse environmental
effects of the activity will be no more than minimal and to determine the need for compensatory mitigation or other mitigation
measures.
In order for use to continue evaluating the proposed project, please provide the following information:
1. A brief explanation of the roadway location and how it relates to avoiding the wetland impact area. Based on a review of the
proposed drawings and the preliminary stream/wetland drawings provided for the site visit, it appears the roadway could continue
westward further onto the site prior to turning north. This could potentially allow the road to only impact two stream segments and
no wetland areas.
2. Please provide a set of drawings/plans of the proposed fill and structures that clearly indicate the jurisdictional features on the
site. The current drawing does not clearly show the jurisdictional features. Please consider using color and/or heavier line
weights/hatching to distinguish jurisdictional waters from other features.
3. Please provide larger scale plans/drawings (plan view) of each impact area. These plans/drawings should clearly show the
proposed fill and/or culvert superimposed over the stream/wetland areas. In many cases, since streams have a meandering pattern,
the impact length of the stream is longer than the length of straight culvert being placed within it. Please indicate both the culvert
length and length of permanent and temporary impacts on the drawings.
5
4. Please provide larger scale profile and cross section plans/drawings for each road crossing. These should indicate the pipe(s)
diameter, clearly indicate the depth of pipe burial, and show the existing and proposed channel bed. Please show the proposed
imbedded rip rap on these drawings for the appropriate crossing.
Please provide the requested information within 30 days, or your application will be withdrawn. Feel free to contact me with any
questions or concerns.
Andrew Williams
Regulatory Project Manager
US Army Corps of Engineers
Wilmington District, Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
919-554-4884 ext. 26
CLASSIFICATION: UNCLASSIFIED
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WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED
II \ FROM THE AFFECTED PROPERTY OWNERS.
\ IN ORDER TO ENSURE PROPER DRAINAGE, BEEP A MINIMUM OF 0.6% SLOPE ON THE CURB.
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THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREW OR BACKWASH CHANNEL IN
AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE
STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
I
PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ENGINEER
PRIOR TO CONSTRUCTION.
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A MAMMUM SLOPE OF 2% FOR SIDEWALK CROSS SLOPES SHALL NOT BE EXCEED.
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