HomeMy WebLinkAbout20230756 Ver 1_Cover Letter and Attachments_20230525
May 25, 2023
US Army Corps of EngineersNC-Division of Water Resources
Raleigh Regulatory Field Office401 & Buffer Permitting Unit
USACE ReviewerMs. Stephanie Goss
3331 Heritage Trade Drive1617 Mail Service Center
Suite 105Raleigh, NC 27699
Wake Forest, NC 27587
Re: The Livano Cary-NWP 29PCN Submittal
Cary, WakeCounty
USACE AID: SAW-2019-00071
WR Project #02180948.00
Dear Ms. Goss and USACE Reviewer,
On behalf ofLIV Development, we are requesting authorization from the USACE to use NWP 29,
as well as requesting a 401 WQC and a Buffer Authorization from NCDWR, for the following
impactsfor construction of a mixed use multifamily development:
Proposed Impact Table
Impact Area
FeatureType ofImpact
LFSFAC
StreamPermanent (Functional Loss)1451,6290.037
StreamPermanent (No Functional Loss)596450.015
StreamTemporary252340.005
Stream Totals2292,5080.057
WetlandPermanent-16,9670.390
Wetland Temporary-3,9970.092
Wetland Totals-20,9640.482
Zone 1Permanent-14,2810.327
Zone 2Permanent-10,2030.234
Buffer Totals-24,4840.561
The proposed totalpermanentimpacts to jurisdictional waters(streams/wetlands)are0.442acres
(see table below) and therefore the project is eligible for authorization under NWP29.
Square
Impact Area
Footage
Type of Impact
WetlandStream
Permanent
-0.037 ac1,629 sf
(Functional Loss)
Permanent
-0.015 ac645 sf
(No Functional
Loss)
Permanent0.390 ac-16,967 sf
19,241 sf
Total0.390 ac0.052 ac
(0.442 ac)
115 MacKenan Drive| Cary, NC 27511
t: 910.469.3340| www.withersravenel.com | License No. F-1479
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The Livano Cary
Cary, WakeCo.
NWP 29PCN Submittal
The proposed project consists of the construction ofa mixed-useand multi-familydevelopment
and associated infrastructure (roads, parking, sidewalks, greenway, amenities, utilities, stormwater
management, etc.).The project is proposed to be constructed in two phases. No impacts are
anticipated for the future phase of the project.
The proposedLivano Cary developmentconsists of a±23.75-acreparcel (PIN:0772497496)
located at the intersection of Piney Plains Road and Dillard Drive, CaryWakeCounty(Lat:
35.755070°N; -78.748185°W).
The project is inthe NeuseRiver basin(HUC: 03020201) and onsite waters drain toSpeight
Branch. The Water Quality Classification for SpeightBranchis: Class WS-IIIand the Stream Index
Number is: 27-43-3.5
Proposed Project
The purpose of the proposed project is toconstruct a mixed-usemultifamily developmentto meet
the existing and growing demand for residential housing in WakeCounty. 280multi-familyunits
are proposed that featureinternal office spaceand amenities. A future phase of the project will
include an office building.
The project consists of the construction of the following:
280multi-familyunits
Minimum of 20,000 sf of office spaceat full build out
Construction of infrastructure (roads, greenways,amenities,utilities, stormwater
management, etc.)
The site design proposes one road crossing and one greenway crossing. The proposed Tryon
Manor Drive extensionrequires the crossing of Stream 1.The greenway is proposed to cross
Stream 1which bisects the siteand will provide pedestrian and bicycle access from theproject to
the existing sidewalks along Dillard Drive and Pine Plains Road.An impact to Zone 2 buffers is also
proposed for a SCM outlet to Wetland A.No impacts are anticipated for the second phase of the
project.
Project History
WR delineated the project site in October 2018.
NC DWR issued a Riparian Buffer Determination Letter (NBRRO #19-004) on 1/15/2019which
has been provided as an attachment.
The USACE issued a Preliminary Jurisdictional Determination on 2/22/2019which has been
provided as an attachment.
Proposed Impacts
One road crossing is proposed for the Tryon Manor Drive Extension to connect the site to the
existing Tryon Manor Drive stub. Tryon Manor Drive is a required 70’ right of way road extension
by the Town of Cary per theirtransportation plan; this was an agreement from the developer as
part of the rezoning process for the development. Both NCDOT and the Town of Cary were
involved in consideration of the connection to Dillard Drive and determined the proposedwas the
best routing, given NCDOT’s future changes to Dillard Drive.
Page 2 of 5
The Livano Cary
Cary, WakeCo.
NWP 29PCN Submittal
Toconstruct the proposed Tryon Manor Drive extension and provide appropriate access to the
proposed project it is necessary to cross Stream 1 with two 118.25’ RCBC culverts. Stream 1 is a
perennial stream flanked along its length by wetlands(Wetland A). The road extension proposes
145 lf (0.037ac) of permanent functional loss stream impacts(ImpactsS1& S4). 59lf (0.015 acres)
of permanent no functional loss stream impacts are proposed for installation of necessary rip rap
(Impact S2). Temporary stream impacts(Impact S3)are necessary to install the culvert and total
25 lf (0.005 ac).
As wetlands(Wetland A)flank Stream 1 along its length, wetland impacts are proposed for the
Tryon Manor Drive extension crossing. 0.390 acres of permanent wetland impacts(Impacts W1,
W2 & W5)are proposed for the crossing,along with 0.092 acres of temporary wetland impacts
(Impacts W3 & W4)necessary for the installation of retaining walls.
The perpendicular crossing of Stream 1 to construct the road extension will result in impacts to
riparian buffers(Impact B4). A total of 19,160 sf (Zone 1: 12,362 sf; Zone 2: 6,798 sf) of buffer
impactsare proposed.
The construction of apedestrian bridge and boardwalk necessary to cross Wetland A and Stream
1 will result in 0.044 acres of temporary wetland impacts for bridge construction(Impact W6). The
bridge will be a glued laminated timber bridge (Glulam) which will span Stream 1 and no stream
impacts are proposed. To cross Stream 1 perpendicularly, impacts to the riparian buffer for the
greenway are necessary(Impacts B1, B2& B3). Buffer impacts for the greenway crossing consist
of 2,968 sf (Zone 1: 1,919 sf; Zone 2: 1,049 sf). Necessary grading is proposed in Zone 2 for the
greenway trail totaling 2,084 sf.
Lastly, a Zone 2 buffer impact of 272 sf is proposed for the SCM 2 outfall at Wetland A(Impact
B5).
Avoidance and Minimization
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted
so that impacts to wetlands and “waters” could be minimized.
Proposed permanent impacts for construction of the developmenthave been minimized to only
those necessary for construction of the Tryon Manor Drive extension, greenway, and one SCM
outfall.There are no impacts proposed for construction lots, infrastructure. Impacts from
stormwater managementwere minimized to the one SCM outfall.
The site was designed around jurisdictional waters to the greatest extent practical. Stream 1 and
adjacent wetlands bisect the site across its entire width, making avoidance impossible. Tryon
Manor Drive is a required road extension by the Town of Cary per their transportation plan; this
was an agreement from the developer as part of the rezoning process for the development. Both
NCDOT and the Town of Cary were involved in consideration of the connection to Dillard Drive
and determined this was the best routing, given NCDOT’s future changes to Dillard Drive.
Impacts to the stream, wetland, and buffers were minimized by crossing at the narrowest practical
pointin thestream and wetland complex while maintaining the desired alignment. Riprapbelow
the culvert is necessary becausethecontributing drainage area is more than 115 acres to the
roadway culvert pipes and the riprap basin is needed to reduce outflow energy and to helpprotect
the downstreamstream channel from erosion. The riprap basin allows this function to be
performed in a relatively small footprint compared to a flat apron while still being readily
maintained to continue to serve its purpose well after construction. The footprint is necessarily
Page 3 of 5
The Livano Cary
Cary, WakeCo.
NWP 29PCN Submittal
wide to address the flows from multiple barrels required to carry the drainage under the roadway.
The riprap basin was designed per FHWA guidelines.Culvert 1 will carry baseflow andCulvert2
is designed only for flood flows. Please see attached Culvert Plan and Profile for culvert inverts.
To reduce the fill slope at the crossing, retaining walls are proposed on each side of the crossing
to stabilize road fill and minimize impacts.
The greenway crossing will utilize a timber boardwalk across the wetland to avoid permanent
wetland impacts. A Glulam bridge is proposed to span the stream, avoiding all stream impacts at
the crossing. Stream and wetland impacts were further minimized by crossing perpendicularly. To
maintain the desired greenway alignment, some grading was necessary. Grading for the greenway
has been minimized to only three areas of the outer limits of Zone 2.
Access during construction will occur within the uplandswhere possible. Additionally, sediment
and erosion control measures will be installed prior to construction.
Mitigation
Stream Mitigation
The proposed project will result in 145 linear feeta(0.037 ac) of permanent stream impacts
requiring mitigation. The applicant proposes to mitigate the stream impacts at a 2:1 ratio resulting
in 290 lf of stream mitigation. A Statement of Availability from RES for 290 stream credits has
been included as an attachment.
Wetland Mitigation
The project proposes 0.390 acres of permanent wetland impacts requiring mitigation. The
applicant proposes to mitigate the wetlandsimpacts at a 2:1 ratio resulting in 0.78acresof wetland
mitigation. A Statement of Availability from RES for 0.78 acres of wetland creditshas been
included as an attachment.
Buffer Mitigation
The project requires mitigation for the Tryon Manor Drive Extension crossing of Stream 1 due to
buffer impacts greater than one third of an acre. The applicant proposes to mitigate the road
crossing bufferimpacts at a 3:1 ratio for Zone 1 impacts and a 1.5:1 ratio for Zone 2 impacts
resulting in a total of 47,283 sf of buffer mitigation. A Statement of Availability from RES for
47,283 sfofbuffer credits has been included as an attachment.
Stormwater Management Plan
The stormwater management plan consists ofunderground storage vaults to manage peak flows
and underground sand filters to manage nutrient load. The Stormwater Management Plan will be
approved by theTown of Cary asthe certified municipality.
Page 4 of 5
The Livano Cary
Cary, WakeCo.
NWP 29PCN Submittal
Please feel free to call if you have questions or require additional informationto complete your
review.
Sincerely,
WithersRavenel
Rick Trone
Environmental Scientist
Attachments:
PCN Form
Agent Authorization Form
NCDWR Pre-Filing Meeting Request
Aerial Exhibit
USGS Quads
WakeCounty Soil Survey
Approved Delineation Exhibit
NDWR Buffer Determination Letter
USACE Preliminary Jurisdictional Exhibit
NCNHP Project Review Letter
USFWS IPaC Species List
RESStatementsof Availability for Stream, Wetland, and BufferMitigation
Impact Exhibits
Bypass Plan and Culvert Plan and Profile
Overall Buildout Site Plan
Page 5 of 5
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AGENT AUTHORIZATION
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NCDWR PRE-FILING
MEETING REQUEST
From:Trone, Rick
To:401PreFile@ncdenr.gov
Subject:The Livano Cary Request for Pre Filing Meeting (WR#02180948)
Date:Monday, July 18, 2022 4:16:00 PM
On behalf of Liv Development, we are requesting a Pre-filing meeting for the following project:
Project Name: The Livano Cary
County: Wake
Applicant Name: Liv Development
Applicant Email: andrew@livdev.com
Thanks,
Rick Trone
115 MacKenan Drive | Cary, NC 27511
Office: 919.469.3340 | Direct: 919.538.8184
rtrone@withersravenel.com
CONFIDENTIALITY AND NONDISCLOSURE
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USGS QUADS
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COUNTY SOIL
SURVEY
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DELINEATION
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NCDWR BUFFER DETERMINATION
LETTER
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USACE PJD
"may be" "may be"
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NCNHP PROJECT REVIEW LETTER
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USFWS IPaC SPECIES LIST
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STATEMENT OF
AVAILABILITY FOR STREAM
WETLAND
MITIGATION
EBX-Neuse I, LLCStream and Wetland Banks
Statement of Availability May 15, 2023
U.S. Army Corps of Engineers
Chris Hopper (or assigned)
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project:The Livano Cary
This document confirms that Piney Plains Residences, LLC(Applicant) for the The Livano Cary
(Project) has expressed an interest to utilize 290.00StreamMitigation Credits fromtheEBX-Neuse
sponsored Neu-Con Wetland&Stream Umbrella MitigationBank,specifically290.00 streamcredits
from the BucherSite, in the Neuse HUC 03020201. As the official Bank Sponsor, EBX-Neuse I, LLC,
atteststo the fact that mitigation is availablefor reservation at this time.
Thesemitigation creditsarenotconsidered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuanceof aMitigation Credit Transfer Certificateby the bank acknowledging that the Applicanthas
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificatewithin three (3) days of receiptof the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificateand
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resourcetype securedby theapplicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need tobeanswered, please contact meat919-209-1055or astaley@res.us.
BestRegards,
Amy Staley
Resource Environmental Solutions, LLC
3600 Glenwood Avenue, Suite 100
Raleigh, NC 27612
EBX-Neuse I, LLCStream and Wetland Banks
Statement of Availability May 15,2023
U.S. Army Corps of Engineers
Chris Hopper(or assigned)
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: The Livano Cary
This document confirms that Piney Plains Residences, LLC(Applicant) for the The Livano Cary
(Project) has expressed an interest to utilize 0.78Riparian WetlandMitigation Credits fromtheEBX-
Neuse sponsored Neu-Con Wetland &Stream Umbrella MitigationBank,specifically0.78wetland
creditsfrom the Arrington BridgeIIISite, in the Neuse HUC 03020201. As the official Bank Sponsor,
EBX-Neuse I, LLC, atteststo the fact that mitigation isavailablefor reservation at this time.
Thesemitigationcreditsare not considered secured, andconsequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuanceof aMitigation Credit Transfer Certificateby the bankacknowledging thatthe Applicanthas
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificatewithin three (3) days ofreceipt of the
purchase price.Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificateand
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating thepermit
number and the resource typesecured by theapplicant. Acopy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need tobeanswered, please contact meat 919-209-1055or astaley@res.us.
Best Regards,
Amy Staley
Credit Sales Manager
Resource Environmental Solutions, LLC
3600 Glenwood Avenue, Suite 100
Raleigh, NC 27612
EBX Buffer Mitigation Banks
Statement of Availability May 16,2023
NC Division of Water Resources
Zachary Thomas
512 N. Salisbury St.
Archdale Building, 9th floor
Raleigh, NC 27604
Re Project: The Livano Cary
Thisdocument confirmsthat Piney Plains Residences, LLC(Applicant) for the The Livano Cary(Project) has expressed an
interest to utilize 47,283.00Square Feet of Riparian Buffer MitigationCredits from oneof the following banks, EBX-
Neuse I, LLCNeuseRiparian Buffer UmbrellaMitigationBank,RES NeuseBuffer and Nutrient Offset Umbrella Mitigation
Bank,RES Poplar Creek Buffer & Nutrient Offset Umbrella Mitigation Bank, EBX Upper Neuse Riparian Buffer Umbrella
Mitigation Bank,RES 2021 Neuse Umbrella Mitigation Bank, orRES2022 Phase IIUmbrella Mitigation Bank. Specific bank
sitesthat may bedebited areBuffalo Branch, Selma Mill,Cedar Grove, Hatley,Bucher, Hannah Bridge, Stone Creek,
Meadow Spring,Uzzle,Poplar Creek, Polecat, Wolf King, ThunderSwamp, and Caraway Bluff, all located in HUC 03020201.
As the official Bank Sponsor, EBX-Neuse I, LLCandEBX,atteststo the fact thatmitigationisavailable for reservation at this
time.
These mitigation credits are not considered secured, and consequently are eligible to beusedfor alternate purposes by
the Bank Sponsor, until payment in full is receivedfromthe Applicant resulting in the issuance of a Mitigation Credit
TransferCertificateby the bank acknowledging that the Applicant has fully secured creditsfrom the bank andthe Banker
has accepted full responsibility for the mitigation obligationrequiringthecredits/units.
The Bankerwillissue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the purchase price. Banker
shall provide toApplicant acopy of the Mitigation Credit Transfer Certificateand a documented copy ofthe debit of
credits fromtheBankOfficialCredit Ledger(s), indicating the permit number and the resource type secured by the
applicant. A copy of the Mitigation CreditTransferCertificate, with an updated Official Credit Ledger will also be sent to
regulatoryagencies showingthe properdocumentation.
Please contact me at 919-209-1055or astaley@res.usifyou have any questions.
Thank you!
Amy Staley
CreditSales Manager
Bank Sponsor–EBX-Neuse I, LLC and Environmental Banc & Exchange (EBX)
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