20180052 Ver 2_Kalas Falls_NWP 3 and 29_Final_2023-04-05_20230405

April 5, 2023
US Army Corps of EngineersNC-Division of Water Resources
Regulatory Field Office401 & Buffer Permitting Unit
Ms. Jean GibbyMs. Stephanie Goss
3331 Heritage Trade Drive1617 Mail Service Center
Suite 105Raleigh, NC27699
Wake Forest, NC 27587
Re: Kalas Fall Subdivision –Rolesville, Wake County–NWP 29 & NWP 3 PCN Submittalof
Previously Authorized Impacts
Corps AID: SAW-2017-00595
DWR #: 18-0052
WR Project #02090125.00
Ms. Gibbyand Ms. Goss,
On behalf of Mitchell Mill Road Investors, LLC, we are requesting reauthorization fromthe USACE
to use NWP 29 for 0.006acres of permanent wetland impacts, 0.023 acres of temporary wetland
impacts, 239 lf of permanent stream impacts, 35lf of temporary stream impactsand 0.23 acres of
permanent open water (pond) impactsfor construction of the proposed residential subdivision and
offsite sewer line. We are also requesting a 401 WQC from NCDWR for the above referenced
impacts and a Neuse River Riparian Buffer Authorization for 74,175 sf of permanent buffer
impacts and 8,976 sf of temporary buffer impactsfor construction of the residential subdivision
and offsite sewer line.
We are also requesting anNWP 3, 401 WQC and Neuse River Riparian Buffer Authorization for
62 lf of permanent stream impacts, 0.01 acres of permanent open water impacts, 0.078 acres of
temporary open water impacts,and 5,680sf of riparian buffer impacts associated with the
rehabilitation of the existing pond dam in the southern portionof the proposed subdivision.
NWP’s 3 & 29 were issued for the project on 3/18/2018. Due to delays in construction and other
municipal and state approvals, construction began in 2022 and is ongoing. The issued NWP’shad
an expiration date of 3/18/2022 but because construction had commenced the actual expiration
date runs until 3/18/2023. While construction is ongoing, the previously authorized impacts are
remaining. Because the NWP’s issued will expire prior to completion of work, we are requesting
reauthorization ofall previously authorized impacts.
Proposed permanent impacts are listed in the table below:
219 Station Road, Suite 101| Wilmington, NC 28405
t: 910.256.9277 |www.withersravenel.com | License No. F-1479
Asheville |Cary |Charlotte |Greensboro |Lumberton|Pittsboro |Raleigh| Southern Pines|Wilmington

Kalas FallsSubdivision
NWP 29 & NWP 3 PCN Resubmittal
Proposed Permanent ImpactsTable
AcresSquare Linear
Jurisdictional Feature
FootageFeet
NWP 29 Subdivision Impacts
Stream0.042,081239
Wetland0.006259-
Open Water0.239,922-
Total0.2412,262239
NWP 3 Dam Rehabilitation Impacts
Stream0.0142162
Open Water0.01431-
Total0.0285262
The project is ±143.7acres in size and is located at 1832 Rolesville Road in Rolesville, Wake
County (Latitude: 35.889487ºN; Longitude: -78.458782ºW). The project is located in the Neuse
River basin and onsite waters drain to Harris Creek. The Water Quality Classification for Harris
Creekis C; NSW and the Stream Index Number is: 27-26. The cataloging unit for the site is
03020201.
Proposed Project
Thepurpose of the proposed project is to construct a single-familyresidential subdivision(NWP
29)to meet the growing demand for single family housing in the Rolesville area. The project
consists of the construction of a 196-lotsingle family residential subdivision and associated
infrastructure, including roads, utilities, greenway trail, stormwater management and recreational
area. Additionally, the project requires the construction of an offsite sewer line, which will run
from the proposed subdivision to an existing City of Raleigh sewer line located northwest of the
project on Upchurch Lane.
Additionally, the project also includes the rehabilitation of the existing pond dam (NWP 3) located
in the southern portion of the property. The existing dam is not structurally sound, and therefore
will be removed and reconstructed to current dam safety requirements. The dam will be
reconstructed primarily within the footprint of the existing dam, with minor deviations.
Project History
The USACE issued a Preliminary JD for the Kalas Falls project (SAW-2017-00595) on 05/09/17.
The Preliminary JD covers the Kalas Falls Subdivision project area (Former PINs: 1767178299 &
1767083228), as well as a portion of the offsite sewer locatedon the parcel previously owned by
The Watkins Family LLC (PIN: 1757994300). A copy of the PJD has been provided as an Appendix.
Note that since issuance of the PJD, some PIN’s associated with the project parcels have changed,
however the site limits remain the same. APreliminary JD Request Specific to the offsite sewer
was included in the previous submittal.
Page 2 of 7

Kalas FallsSubdivision
NWP 29 & NWP 3 PCN Resubmittal
NCDWR issued a Buffer Determination Letter for the KalasFalls project (NBRRO #17-028) on
02/10/17. The Buffer Determination Letter covers the Kalas Falls Subdivision project area
(Former PINs: 1767178299 & 1767083228), as well as a portion of the offsite sewer located on
the parcel previously owned by The Watkins Family LLC (PIN: 1757994300). A copy of the
NCDWR Buffer Determination Letter has been provided as an Appendix.
The subjectivity to riparian buffers is conceded with the offsite sewer line, and therefore a formal
Buffer Determination was not requested.
NCDWR issued a 401 WQC and Buffer Authorization on 2/8/2018.
NWP’s 3 & 29 were issued for the project on 3/18/2018.
Proposed Impacts
NWP 29-Subdivision
The proposed impactsfor construction of the proposed subdivision under a NWP 29consist of
0.006 acres of permanent wetland impacts, 0.023 acres of temporary wetland impacts, 239 lf of
permanent stream impacts, 35 lf of temporary stream impacts, 0.23 acres of permanent open
water (pond) impacts,74,175 sf of permanent buffer impacts and 8,976 sf of temporary buffer
impacts for construction of the proposed subdivision and offsite sewer line.
The proposed permanent wetland and stream impacts will occur as a result of construction of
internal roads for access to developable uplands within the project. The proposed design results
in two perpendicular stream crossingsfor internal roads.
The first stream crossing (Area 2/Impact 6) will result in 92 lf of permanent stream impacts
(perennial), 20 lf of temporary stream impacts and 0.01 acres of temporary wetland impacts, as
well as 5,344 sf of permanent Zone 1 buffer impacts and 3,393 sf of permanent Zone 2 buffer
impacts. The crossing has been designed to install two culverts, consisting of a 60-inch RCP and
54-inch RCP, both of which are 78-lf long. The culverts will be installed at staggered depths, with
the base flow provided by the 60-inch RCP, which will be buried at least 12 inches below the
existing stream bed to allowfor aquatic life passage during periods of low flow. During
construction, downstream flow will be maintained by the construction of a temporary bypass
channel to allow for work in the dry. The cross-section and plan and profile details of the culverts,
and detail for the bypass channel are noted on sheet G5A (Culvert C), which has been included in
the Impact Exhibits. Please note that the total buffer impacts for this crossing are less than 1/3
acre, and therefore is classified as “Allowable”.
The second stream crossing (Area 3/Impact 10) will result in 147 lf of permanent stream impacts
(perennial), 15 lf of temporary stream impacts and 0.003 acres of temporary wetland impacts, as
well as 8,098 sf of permanent Zone 1 buffer impacts and 5,268 sf of permanent Zone 2 buffer
impacts. The crossing has been designed to install two 84-inch RCPculverts, both of which are
118-feetlong. The culverts will be installed at staggered depths, with the lower culvert being
buried at least 12 inched below the stream bed. Baffles will be installed on both ends of the
Page 3 of 7

Kalas FallsSubdivision
NWP 29 & NWP 3 PCN Resubmittal
culvert, and throughout the culvert, in order to confine base flow to mimic the existing conditions.
During construction, downstream flow will be maintained by the construction of a temporary
bypass channel to allow for work in the dry. The cross-section and plan and profile details of the
culverts, and detail for the bypass channel are noted on sheet G9A(Culvert D), which has been
included in the Impact Exhibits. Please note that the total buffer impacts for this crossing are less
than 1/3 acre, and therefore is classified as “Allowable”.
Aroad crossing has been designed to cross the onsite pond(Pond 1)at the head of the pondnear
the southern property boundary, which will result in 0.23 acres of open water impacts (Impact 1),
as well as 9,094 sf of permanent Zone 1 buffer impacts (Impacts 2 & 3) and 7,060 sf of permanent
Zone 2 buffer impacts. The crossing has been designed to install two 48-inch RCP culverts in
order to maintain downstream flow from drainage on the property to the south. This crossing is
necessary to meet the Town of Rolesville’s interconnectivity and emergency management access
requirements. Additionally, these will become public roads, and therefore he Town of Rolesville
would not allow the road to be built across the dam due to future maintenance and liability issues.
Therefore, the road crossing was designed to cross the head of the pond in order to avoid
additional stream impacts associated with a road crossing below the pond. The proposed road
crossing has been aligned along and existing farm road above the pond. There is currently an
undersized culvert in the farm road that causes a backup of water on the adjacent property during
rain events. The overall upstream drainage will be improved by the proposed 48-inchculverts.
During construction, drainage from the property to the south will be maintained through
construction of a temporary bypass channel to allow for work in the dry. The cross-section and
plan and profile details of the culverts, and detail for the bypass channel are noted on sheet G4A
(Culvert A), which has been included in the Impact Exhibits. Please note that the design of this
road crossing is actually two separate perpendicularbuffer crossings, each of which is less than
1/3 acre of buffer impacts, and therefore is “Allowable”.
Impacts 6B (14 lf) and 10B (28 lf) result in 42 lf of permanent stream impacts and will occur from
construction of rip-rap dissipator pads below the culverts for the road crossings. The rip-rap is a
requirement as a sediment and erosion control measure to dissipate velocity and prevent erosion
of the stream. The rip-rap dissipators have been designed so that the rip-rap will be buried such
that the top of the rip-rap matches the pre-construction elevation of the stream bed. This design
allows for thestream impact areas to continue functioning as a natural stream by maintaining
natural water depths and allowing for passage of aquatic life, and therefore will not result in
functional loss.
The construction of the stormwater management system will result in 550 sf of permanent Zone
1 impacts and 3,776 sf of permanent Zone 2 impacts for grading for the BMPs and construction
of the high flow bypass channels. The proposed wet detention ponds have been designed to meet
TN and TSS removal, and diffuse flow is not required.
The offsite gravity sewer will result in 0.02 acres of temporary wetland impacts, 5,979sf of
permanent Zone 1 buffer impacts, 24,550 sf of permanent Zone 2 buffer impacts associated with
the permanent 20’ easement for the offsite gravity sewer. Please note that the sewer easement
has been designed to cross the buffers perpendicularly, which is “Allowable”. Where the easement
is located within the buffers running parallel to the stream, the alignment has been restricted to
Page 4 of 7

Kalas FallsSubdivision
NWP 29 & NWP 3 PCN Resubmittal
Zone 2 only, which is “Allowable”. Additionally, the sewer has been designed to cross the streams
via aerial crossing in order to avoid stream impacts for construction of the sewer.
The construction of the sewer line will also require 5’ temporary construction easementon each
side of the easement, which will result in 2,153 sf of temporary Zone 1 buffer impacts and 6,823
sf of temporary Zone 2 buffer impacts. Upon completion of the sewer construction, the temporary
impact areas will be restored to natural grade and revegetated. Please note that the offsite sewers
have recorded sewer deeds.
NWP 3–Pond Dam Rehab
The proposed impacts for rehabilitation of the existing pond dam (Pond 1) consist of 62 lfof
permanent stream impacts, 0.01 acres of permanent open water impacts, 0.078 acres of
temporary open water impacts, 3,915sf of permanent Zone 1 impacts, 465 sf of temporary Zone
1 impacts and 1,300 sf of temporary Zone 2 impacts.
The 62 lf of permanent stream impacts (Impact 25) and 571 sf of permanent Zone 1 impacts
(Impact 29) will result from construction of a dissipator below the upgraded outfall, in order to
prevent erosion and sedimentation of downstream waters. Currently, the outfall channel has
eroded through the dam as a result of failure of the existing outfall structure.
During construction, a temporary cofferdam will be constructed within the bottom of the drained
pond in order to provideerosion andturbidity control for the existingdrainage to the pond. Upon
completion of the dam reconstruction, the coffer dam will be removed.
The 0.01 acres of permanent open water impacts (Impact 27) and 646 sf of permanent Zone 1
impacts (Impacts 29 & 32) will result from reconstruction of the dam where the footprint of the
new dam extends outside of the existing footprint.
During the dam reconstruction, the non-functioning auxiliary spillway will be improved to the
correct size, and will consist of a vegetated spillway, which will result in 3,266 sf ofpermanent
Zone 1 impacts (Impact 28).
The 465 sf of permanent Zone 1 impacts (Impacts 31 & 33) and 1,300 sf of temporary Zone 2
impacts (Impact 30) will result from grading for installation of sediment and erosion control
measures and temporary construction access for reconstruction of the dam. The temporary Zone
1 impacts and majority of temporary Zone 2 impacts will occur within buffer that consists of
mowed grass within the access around the pond. A very small portion of the outer edge of the
Zone 2 impacts consists of forested buffer. Upon completion of construction, the forested
portions of the Zone 2 impact at Impact 30 will be replanted with tree saplings to restore the
forested buffer.
Page 5 of 7

Kalas FallsSubdivision
NWP 29 & NWP 3 PCN Resubmittal
Avoidance and Minimization
NWP 29
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 have been minimized to only those impacts necessary to construct
internal roads to access developable uplands and construction of an offsite gravity sewer line to
connect the proposed project to an existing City of Raleigh sewer line located northwest of the
project on Upchurch Lane. Road crossings have been designed to cross the onsite perennial
stream at perpendicular angles to minimize stream and riparian buffer impacts. The road crossing
at the head of Pond 1 was designed to cross the head of the pond in order to avoid additional
impacts to the perennial stream from an additional crossing below the pond dam.
The offsite sewer line has been designed to cross the streams with aerial crossings in order to
avoid stream impacts. Additionally, the offsite sewer easement has been aligned to maximize use
of existing roads and driveways to minimize impacts.
NWP 3
The proposed dam reconstruction has been designed to minimize impacts as much as possible.
The dam will be reconstructed within the footprint of the existing dam where possible, with only
minor deviations as needed to tie dam fill to existing grade. The 62 lf of permanent stream impacts
are necessary toinstall a dissipator below the outfall in order to prevent erosion and protect water
quality of downstream waters.
Mitigation
Stream Mitigation
The proposedsubdivisionproject will result in 197 lf of permanent stream impacts for culverted
road crossings resulting in functional loss, and 42 lf of permanent stream impacts for rip-rap
dissipators that do not result in a functional loss.
The applicant proposes to mitigate for the 197 lf of permanent stream impacts resulting in
functional loss at 2:1 ratio by purchasing a total of 394 lf of stream mitigation credits in the Neuse
03020201 basin.
WR contacted mitigation banks servicingthe 03020201 basin. The applicant proposes to provide
the 394 lf of stream mitigation through the purchase of credits from Wildlands. The Wildlands
Statement of Availabilityhas been provided as an attachment.
Page 6 of 7

Kalas FallsSubdivision
NWP 29 & NWP 3 PCN Resubmittal
Wetland Mitigation
The proposed permanent wetland impacts for the proposed subdivision are less than 0.10 acres
and permanent wetland conversion impacts from the offsite sewer line are less than 0.10 acres,
and therefore, the applicant is not proposing to provide wetland mitigation.
Buffer Mitigation
All proposed riparian buffer impacts for construction of the subdivision, offsite sewer and dam
rehabilitation are classified as “Allowable” in the Neuse River Riparian Buffer Rules Table of Uses,
and therefore riparian buffer mitigation is not proposed.
Stormwater Management Plan
The stormwater management plan consists of eight wet detention ponds which provide required
TN and TSS removal and therefore diffuse flow is not required. The stormwater management plan
will be reviewed and approved by Wake County.
Please feel free to contact meif you have questions or require additional information.
Sincerely
WithersRavenel
Rick Trone
Environmental Scientist
Attachments:
PCN Form
Agent Authorization
Aerial Exhibit
USGS Quads
Wake County Soil Survey
Property Owner Exhibits
Approved Delineation Exhibits
NCDWR Buffer Determination Letter for Kalas Falls
USACE Preliminary Jurisdictional Determinationfor Kalas Falls
USACE NWP 3 & 29(March 2018)
NCDWR 401 WQC and Neuse River Buffer Authorization(February 2018)
USFWS IPaC Resource List
NCNHP Project Report
Wildlands Statement of Availabilityfor Stream Mitigation
NWP 29 Impact Exhibits–Subdivision
NWP 3 Impact Exhibits –Dam Rehabilitation
Page 7 of 7

WithersRavenel

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AGENT AUTHORIZATION FORM

WithersRavenel
OurPeople.YourSuccess.
AUTHORITYFORAPPOINTMENTOFAGENT
TheundersignedOwner MitchellMillInvestors,LLC(Client)doesherebyappoint
WithersRavenel,Inc.ashis,her,orit'sagentforthepurposeofpetitioningtheappropriate
local,stateandfederalenvironmentalregulatoryagencies(USArmyCorpsofEngineers,NC
DivisionofWaterQuality,NCDivisionofCoastalManagement,localmunicipalities,etc.)for:
a)reviewandapprovalofthejurisdictionalboundariesofonsitejurisdictionalareas
(wetlands,surfacewaters,riparianbuffers,etc.)and/or;b)preparationandsubmittalof
appropriateenvironmentalpermitapplications/requestsforthe KalasFallsSubdivision,
locatedat1832RolesvilleRoadinWakeForest,WakeCounty,NC..
TheClientdoesherebyauthorizethatsaidagenthastheauthoritytodothefollowingacts
onbehalfoftheowner:
(1)Tosubmitappropriaterequests/applicationsandtherequired
supplementalmaterials;
(2)ToattendmeetingstogiverepresentationonbehalfoftheClient.
(3)Toauthorizeaccesstosubjectpropertyforthepurposeof
environmentalreviewbyappropriateregulatoryagencies.
Thisauthorizationshallcontinueineffectuntilcompletionofthecontractedtaskor
terminationbytheClient.
Date:
Agent'sName,Address&Telephone:SignatureofClient:
WithersRavenel,Inc.
(NamePrint)(Title)
115MacKenanDrive
Cary,NC27511(Signature)
Tel.[phone]
MailingAddress
CityStateZip
Phone:
Email:
115MacKenanDrive|Cary,NC27511
t:919.469.3340|f:919.467.6008|www.withersravenel.com|LicenseNo.F1479
Asheville|Cary|Charlotte|Greensboro|Lumberton|Pittsboro|Raleigh|SouthernPines|Wilmington

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AERIAL EXHIBIT

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USGS QUAD (20)

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WAKE CO. SOIL SURVEY (1970)

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PROPERTY OWNER EXHIBITS

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APPROVED DELINEATION
EXHIBIT

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NCDWR BUFFER DETERMINATION
LETTER FOR KALAS FALLS

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USACE
FOR
KALAS FALLS SUBDIVISION

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USACE NWP 3 & 29

EE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS

For appeals on Initial Proffered Permits send this form to:
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:

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NCDWR 401 WQC AND
NEUSE RIVER
BUFFER AUTHORIZATION

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USFWS IPaC RESOURCE LIST

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NCNHP PROJECT REPORT

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Neuse Stream Credits Statement of Availability

March 1, 2023

Mitchell Mill Investors, LLC
Attn: Karl Blackley
105 Weston Estates Way
Cary, NC 27513

RE: Availability of Stream and Riparian Wetland Credits for the “Kalas Falls Subdivision” project
Bank Name: Falling Creek Umbrella Mitigation Bank
Bank Sites: Falling Creek Mitigation Site / Grantham Branch Mitigation Site / McClenny Acres II
Mitigation Site
Bank Sponsor: Wildlands Holdings III, LLC
USACE Action ID No.: SAW-2015-00940 / SAW-2017-00549 / SAW-2017-00552
Permittee: Mitchell Mill Investors, LLC
Stream Credits Needed: 394 LF
Stream Credits Available: 4,882 LF
Future Stream Credit Release: 1,144 LF (Feb. 2024)
Neuse 03020201 River Basin

Dear Mr. Blackley,
Wildlands Holdings III, LLC, owned and operated by Wildlands Engineering, Inc., currently has sufficient stream
credits from the Falling Creek Umbrella Mitigation Bank: Falling Creek Mitigation Site, Grantham Branch
and McClenny Acres II Mitigation Site to satisfy the stream mitigation requirements related to
Mitigation Site,
the above-mentioned project. The project is located within the Neuse River Basin of the service area (HUC
03020201) of the Bank.
This letter is simply a statement of availability of credits as of the date written. It is neither a guarantee of
future credit availability, nor a guarantee of credit pricing. Credits are sold on a first come, first serve basis at
the Bank’s price at the time an invoice is requested. Invoices reserve both the credits and the price for a period
of 30 days. Credits and associated pricing may be reserved for up to 6 months with a signed reservation
agreement and a 10% deposit.
Final transfer of the credits will be made upon receipt of a copy of the US Army Corps of Engineers
Compensatory Mitigation Responsibility Transfer Form approving the Stream and/or wetland mitigation
purchase from the Bank and upon receipt of your payment to Wildlands Holdings III, LLC.

We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at (704) 332-
7754 x114 or [e-mail] if you have any questions or need any additional information.

Wildlands HoldingsIII, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203

Sincerely,
Camden M. Brunick
Wildlands Engineering, Inc.
MitigationCredit Sales
[e-mail]
O: [phone] ext. 114
M: [phone]
Cc: Ms. Jean Gibby, Regulatory Agent | USACE
Mr. Rick Trone, Project Manager | Withers Ravenel
Wildlands HoldingsIII, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203

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IMPACT EXHIBITS

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