HomeMy WebLinkAboutSAW-2022-00446--NWP 29 NWP 18 Verification--15 AUG 23--Signed.pdf U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-00446 County:Wake U.S.G.S. Quad:NC-New Hill
GENERAL PERMIT (REGIONAL AND NATIONWIDE)VERIFICATION
Permittee: Beazer Homes-Raleigh
Trevor Dalton
Address: 801 Corporate Center Drive,Suite 330
Raleigh,North Carolina 27607
Size(acres) —34 acres Nearest Town Apex
Nearest Waterway UT to Beaver Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates Latitude: 35.703113
Longitude:-78.904622
Location description: The project site is north of Humie Olive Road,east of Evans Road,south of Termini Drive and west of
Vecchio Lane in Apex,in Wake County,North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material within 0.18 acre
(185 linear feet)of stream channel and 0.147 acre of wetlands.This verification authorizes the permanent discharge of fill
material resultinu in no loss of waters within 58 linear feet of stream channel.This verification authorizes the temporary
discharge of fill material within 61 linear feet of stream channel. The discharge of fill material within aquatic resources for
the construction of stormwater management facilities are authorized under NWP 18.All other discharues of fill material
within aquatic resources are authorized under NWP 29.
Applicable Law(s): ®Section 404(Clean Water Act,33 USC 1344)
❑Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: NWP 29.Residential Developments and NWP 18.Minor Discharges
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions, your application signed and dated 5/12/2023, and the enclosed plans. Any violation of the attached conditions or
deviation from your submitted plans may subject the permittee to a stop work order,a restoration order,a Class I administrative
penalty,and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified,suspended or revoked. If,prior to the expiration date identified below,the nationwide and/or regional general
permit authorization is reissued and/or modified,this verification will remain valid until the expiration date identified below,provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit,activities which have commenced(i.e.,are under construction)or are under contract to commence in reliance upon
the nationwide and/or regional general permit,will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration,modification or revocation,unless discretionary authority has been
exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources(telephone 919-807-6300)to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act(CAMA),prior
to beginning work you must contact the N.C.Division of Coastal Management Morehead City,NC,at(252)808-2808.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,State
or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program,please contact Georue Lyle Phillips III at(919)588-9200 or Georue.L.Phillips(&usace.armv.mil.
George Lyle Phillips Digitally signed by George Lyle
Phillips III
III Date:2023.08.15 15:53:37-04'00'
Corps Regulatory Official: Date: 8/15/2023
Expiration Date of Verification: 3/15/2026
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so,please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.ariny.mil/cm_apex/f9p=136:4:0
Copy furnished: Zach Thomas/NCDEQ-DWR/3800 Barrett Drive,Raleigh,North Carolina 27609
Kelly Williams/NCDEQ-DMS/217 West Jones Street,Raleigh,North Carolina 27699
SAW-2022-00446
SPECIAL CONDITIONS
a. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance
with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility
Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby
incorporated as special conditions of this permit authorization.
b. Suitable habitat for tricolored bat(Perimyotis subflavus) may be present at the site. On September 14, 2022,
the USFWS published a proposal in the Federal Register to list the tricolored bat as endangered under the
Endangered Species Act(ESA). The permittee understands and agrees that all work associated with the
clearing and removal of trees and removal or modification of culverts must be completed prior to September 15,
2023. Work associated with the aforementioned activities not completed by September 15, 2023, must cease
and the permittee must contact the Corps' (raleighncreg@usace.army.mil) to determine if additional
coordination with the United States Fish and Wildlife Service is required under Section 7 of the Endangered
Species Act prior to continuing work.
Action ID Number: SAW-2022-00446 County: Wake
Permittee: Beazer Homes -Raleigh, Trevor Dalton
Project Name: Friendship Village
Date Verification Issued: 8/15/2023
Project Manager: George Lyle Phillips III
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: George Lyle Phillips III
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest,North Carolina 27587
or
George.L.Phillips@usace.army.mil
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date
Compensatory Mitigation Responsibility Transfer Form
Permittee: Beazer Homes-Raleigh,Trevor Dalton Action ID: SAW-2022-00446
Project Name: Friendship Village County:Wake
Instructions to Permittee:The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved Mitigation
Bank or the North Carolina Division of Mitigation Services(NCDMS),who will then sign the form to verify the transfer of the mitigation
responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that Wilmington District Project
Manager identified on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise
specified below. If more than one Mitigation Sponsor will be used to provide the mitigation associated with the permit, or if the
impacts and/or the mitigation will occur in more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the
permit, and the separate forms for each Sponsor and/or HUC must be provided to the appropriate Mitigation Sponsors.
Instructions to Sponsor: The Sponsor verifies that the mitigation requirements (credits) shown below have been released and are
available at the identified site. By signing below,the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank ledger and
provide a copy of the signed form and the updated ledger to the Permittee, the Project Manager who issued the permit, the Bank
Project Manager, and the District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03030002, Cape Fear River Basin
Stream Impacts(linear feet) Wetland Impacts(acres)
Warm Cool Cold Riparian Riverine FRiparian Non-Riverine Non-Riparian Coastal
0.147
*If more than one mitigation sponsor will be used for the permit,only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03030002, Cape Fear River Basin
Stream Mitigation (credits) Wetland Mitigation(credits)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
0.294
Mitigation Site Debited: NCDMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site,also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I,the undersigned,verify that I am authorized to approve mitigation transactions for
the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the mitigation
identified in this document (see the table above), associated with the USACE Permittee and Action ID number shown. I also verify
that released credits (and/or advance credits for NCDMS), as approved by the Wilmington District, are currently available at the
mitigation site identified above. Further, I understand that if the Sponsor fails to provide the required compensatory mitigation,the
USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the mitigation
requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the District is in receipt of the signed form,the Permittee is
no longer responsible for providing the mitigation identified in this form,though the Permittee remains responsible for any other
mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the
District is in receipt of a copy of this document signed by the Sponsor,confirming that the Sponsor has accepted responsibility for
providing the mitigation requirements listed herein. When NCDMS provides mitigation for authorized impacts conducted by the
North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by NCDMS must be provided to the District within 30 days of permit issuance.
NCDOT remains fully responsible for the mitigation until the District has received this form, confirming that the Sponsor has
accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative records
for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the District Project Manager
(address below)is provided with a signed copy of this form.
• If changes are proposed to the type,amount,or location of mitigation after this form has been signed and returned to the District,
the Sponsor must obtain case-by-case approval from the District Project Manager and/or North Carolina Interagency Review Team
(NCIRT). If approved,higher mitigation ratios may be applied,as per current District guidance and a new version of this form must
be completed and included in the District administrative records for both the permit and the Bank/ILF Instrument.
Comments/Additional Conditions:A letter from NCDMS,confirming they are willing and able to accept the applicant's
compensatory mitigation responsibility.dated 5/12/2023 was included with the preconstruction notification.
This form is not valid unless signed below by the District Project Manager and by the Mitigation Sponsor on Page 1. Once signed, the
Sponsor should provide copies of this form along with an updated bank ledger to:1)the Permittee,2)the District Project Manager
at the address below,3) the Bank Manager listed in RIBITS, and 4)the Wilmington District Mitigation Office,3331 Heritage Trade
Drive, Suite 105, Wake Forest, NC 27587(or by email to SAWMIT@usace.army.mil). Questions regarding this form or any of the
permit conditions may be directed to the District Mitigation Office.
USACE Project Manager: George Lyle Phillips III
USACE Field Office: Raleigh Regulatory Office
US Army Corps of Engineers
3331 Heritage Trade Drive,Suite 105
Wake Forest, North Carolina 27587
Email: George.L.Phillips@usace.army.mil
George Lyle Phillips Digitally signed by George Lyle
Phillips III p q ^� ^�Date:2023.08.15 15:52:58-04'00' 8/15/2023
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios,functional assessments, and mitigation
bank location and availability,and credit classifications(including stream temperature and wetland groupings)is available at
http://ribits.usace.army.mi1.
ENVIRONMENTAL IMPACT MAPS
Friendship Village
2912 WALDEN ROAD, APEX, NORTH CAROLINA 27502
PROJECT NUMBER: 180903
OCTOBER 1 , 2022
� CI
�O� m
�P
Q
O
2
J
10 NUMiF
FRogO
1� �O
O
OJS/ yQ
90
VICINITY MAP QaD
NOT TO SCALE N
OWNER/DEVELOPER
BEAZER HOMES- RALEIGH DIVISION SITE DATA.
Matt Christensen
801 Corporate Center Drive Suite 330
Raleigh,NC 27607 0721-80-1 110 0.999 Existing Land Area: 34.642 ac.
(919)448-6167 0721-80-3174 6.243
0721-80-1336 0.503 Existing Zoning: PUD-CZ(Planned Unit Density
ENGINEER/LAND PLANNER 0721-80-2377 0.764 -ConditionalZoning)
PEAK ENGINEERING&DESIGN,PLLC 0721-80-1553 0.501 Existing Use: Vacant,Single Family
JEFF ROACH,P.E. 0721-80-3505 0.502 Residential
1125 Apex Pea kway 0721-80-3619 0.605 Proposed Uses: Single Family and Attached
APEX,NC 27502 0721-81-3022 1.822 Townhouses
Phone(919)439-0100 0721-80-4836 0.473
www.PeakEngineering.com 0721-81-4170 0.635 Existing Jurisdiction: Town of Apex
SURVEYOR 0721-81-5061 1.122 Drainage Basin: Beaver Creek Basin,
BOHLER 0721-80-7948 2.923 Cape Fear River Basin
0721-90-1910 4.951 Primary Watershed
Thomasreabo
4130 Parklone Avenue,Suite 130 0721-80-9611 0.371 Protection Overlay District
Raleigh,NC 27612 0721-80-1975 1.822 FEMA Firm panel 3720072100K(July 19,2022)
PHONE: (919)578-9000 0721-81-0212 4.082
0721-81-2581 0.987
ENVIRONMENTAL CONSULTANT 0721-81-6313 2.666
SOIL&ENVIRONMENTAL CONSULTANTS,PA 0721-81-6591 1.732
8412 Falls of Neuse Road,Suite 104 0721-71-9581 0.94
Raleigh,NC 27615
PHONE(919)846-5900 Total acreage: 34.642 acres
COVER SHEET Proj #
PUBLIC UTILITIES STREAM & BUFFER IMPACTS 180903
Alk. PEAK FRIENDSHIP VILLAGE Drawn By: JE Dwg No
2912 WALDEN ROAD, Checked By: JR 1
Engineering & Design APEX, NORTH CAROLINA 27502 Date: MAY 5, 2023 DWR/
BUCKHORN TOWNSHIP Scale: as noted USACE
R NNIA STRIA
`( A OO F-SIT 4 '�� Y\ P °' EA&
\ RYA
0 1-
f
XIS N
y �/ vf, �\ / �r � \
co � ON-FORS \\— � / /� OYN� RY °
\� \� $ANLLA�RY sRR1 \� \�\ �� ` x /� r/ r / J \ \ / o�oj
�rLA� 6) Ya �lE '� o
CD
Mold
�� g f �� C 'PROP RTl
I v� q — f j,
\� \ °� =a I x WEr \\ PROPER'^ I. I 1 \ p / BON AR
BOUND � /
�EyL N S (w4
,,LVVERr\ \ \ \ v I�A�] 3"/ Iu
/CEN RY
Ow
TOTAL LINEAR FOOTAGE OF STREAMS
NO, ON SITE:1,370 LF OFF-SITE: 215 LF
TOTAL WETLANDS\ / \ / WITHIN PROJECT SCOPE:
°a� g \ \� \€sus§ \ J 37,133.8749 SF(0.852 AC)
THE OVERALL IMPERVIOUS PERCENTAGE FOR COMPLETION:28%
160,750 SF(3.69 acres)
0 100 200 400
SRI
°(§ SCALE: 1"= 200' NC GRID
\\-- s = ` w�°a _ °_ M ��-•m / / ENVIRONMENTAL CONSULTANT:
Z V M — \ —\°F'= Pf�OPERTY SOIL&ENVIRONMENTAL CONSULTANTS,PA
MO MOa MOM_._ _�A9a R�Vd >l� / ,J, 8412 Falls of Neuse Road,Suite 104
BOUND
z_ + Raleigh,NC 27615
� ERTY \s / PHONE(919)846-5900
ROW OW ROW ROW f� ROW R W-- RO ROW -�1� ' -
\ \ \ \ o =a \ BQUN! ARY °� // / 3720072100K(July 19,2022)
Survey By:
Proj #
OVERALL SITE MAP - EXISTING CONDITIONS 180903 BOHLER
JThomas Teabo
PEAK FRIENDSHIP VILLAGE Drawn By: J E Dwg No 4130 P Avenue,Suite 130
Raleigh,h,NC NC 27612
2912 WALDENROAD Checked By: JR 2 PHONE: (919)578-9000
Engineering & Design BUCKHORN TOWNSHIP Date: MAY 5, 2023 DWR/
APEX,NORTH CAR OLINA 27502 Scale: 1"= 200' USACE
/M / i R°w/ I o
PERENNIAL TREAM
FF-S1T� _ _ z J I N ROA CROSSING #2
RO Pl
Moa M°� NE a"�` ` �� �� I I T, "off ZON "I" BUFFER IMPACTS 2
�Moa CCgO LA W owe` \ =A cL o °Q m w
VE �— �— w� w� ZON 2" BUFFER IMPACTS 2
� o^ Z RIPA IAN BUFFER IMPACTS - IMPACT 2
Row=�w — �— o z m w o STREAM & WETLAND IMPACTS - IMPACT 2
PROPERTY
°ZONE 1 °ARALLEL — —/ // \ \ BOUNDARY a a�na a 3dna,ozm —
�3�J a 3d,l1,0Z
U 4R I PACT 9, —
o ONE 1 PACTS
�OCATE WITOW
FOOT RINT OF ` I — \ II I o LIMITS OF
II I I I DISTURBANCE
ISTIN / / / I — _ _ \ � PROPOSE
\ DRI WETLANDS (W6) II
/ — ti \ MANHOLES
T
I —� —
_� N STREAM C/SF3 �
I _ WETLANDS (WI)
[0.44 AC
ui
QQ
anLu
d o
I \ \ PROPOSED
N O n Y
II A MANHOLES ��,� v \\\� i� � — I �oCD
I LIMITS OF \ M �� — w \ —�� 'TOWN OF APE �a�
CONNECT PROPOSED DISTURBANCE \ \ �_� � ��J \ / ��� RIPARIAN BUFFER I I N z PROPERTY
SEWER OUTFALL TO ZONE 2 PARALLEL '�� Q- � ,� \ ) 1 \a N I I I 16 BOUNDARY
\ I I I a333na a 3d 11
\ ml EXISTING MANHOLE BUFFER IMPACT 2, zNpzz — *�
p UTILITY IMPACTS \ '� m \ �� I I I I I L� s�
�\ 1 ARE EXEMPT ��,_ _,�J_ I I I I I I I '°
I # o z / I I ZONE"T PARALLEL6 w
BUFFER IMPACT 2,
o o PROPOS D UTILITY IMPACTS I m
A I N Q PROPOSED _ _ ti ED MA H E ARE EXEMPT euj
PROPERTY — — — - —
I BOUNDARY ¢og� ow — — MANHOLES a3��naa3du,oa STREAM B/SF2 �ti �L _ - — — — — -- N= _
I I — — - - - -
QOQ v� z 111---m ��rIn �_ aT
z I o z�10 o r---------------————— 'PFB� - 1
° I Q — I LIMITS OF B FFER
m� DISTURBANCE
Q
a I LIMITS OF I r N IPARIA BUFFER IMPA S 3 & 4 WETLANDS (W5)
I
DIST RBANCE
n
00
0 &I
oti ¢� i \ N \ I 50' TOWN OF APEX
boy o awg ZONE 1 STREAM BUFFERI IIAPACT8 RIPARIAN BUFFER
I
�
YI ^�
�oo�z — I \ \ PROPERTY
o w ..m�N I s A VBOUNDARY j
He,A 9 — \ , ENVIRONMENTAL CONSULTANT:
o J I \ I PROPOSED SOIL&ENVIRONMENTAL CONSULTANTS,PA
T
6 MANHOLEI 8412 Falls of Neuse Road,Suite 104
1 / I I Raleigh,NC 27615
/ MOb °� �o w N RIPA IAN BU FER IMPA - IMPACT 1 1 l— PHONE(919)846-5900
o r I s STREA & WETL ND IMPA S - IMPACT 1 I I
SINGLE FAMILY AND SANITARY SEWER OUTFALL SITE MAP Proj # 0 50 100 200 3720072100K(July 19,2022)
PROPOSED CONDITIONS 180903
- EAK Survey By:
FRIENDSHIP VILLAGE Drawn By: JE Dwg No SCALE: I"= 100' N� BOHLER
as
Engineering & Design 2912 WALDENROAD Checked By: JR 3 (NAD 83) 4130Tho PaTeabo
4130 rklane Avenue,Suite 130
BUCKHORN TOWNSHIP Date: MAY 5, 2023 DW R/ Raleigh,NC 27612
PHONE: (919)578-9000
APEX,NOR TH CA R OLINA 2 7502 Scale: 1"- 100' USACE
PROPERTY Qroaw� Y���7 — —
w A \ \ I BOUNDARY dz
I M I I Im STREAM B/SFl N
M I I \ \ \ \ wrom� o�o� ozmw o �o
I I PROPERTY cLIn� QQ \ paper �° s Y�
\ w w z WETL NDS (W2) w 0 0
I I I I o BOUNDA\ \ Q�a�Z 0.06 C z LIMITS OF �Z
\ \ \ z z z ����� ( ) DISTURBANCE-4 s ��
ooNv o _ _dd1,OZ a z
m
�zp� Lu � d3d 893dd1,OZ— ��1 —
zocL
I ? o>z RIF�4RIAN B ER IM�A��S 5 & 6
6 /
o
I N d
I I O \ \ \ 0 I,
o wZco pl� '` 0 6
PROPOSED V °� V ��(jl w o
\ r o
— " \ PROPOSED L
` N /// z.a3ddf19 8 3d),l 0 15 FES x
�
i, 24" FES
uL -
-
I
/
W ETLA /4 Q,
g
?J3j�f19 9 3d.11,Ol
_ I I - -
I I w WETLAND IMPACTS - IMPACT 7A
I w roaW I N °° s m�
WETLANDS (W3)
PROPERTY`S
I I I EXISTING J
: \ • ' ' '\ s
N 1 BOUNDARY
I CEMETERY
_ J \'•'af s LIMITS OF
b
DISTURBANCE
cn—
LD
PROPERTY
°� �' �nnoaFmo
a—moa —moa _Moa j Q N
_ m /� o� BOUNDARY
—� m��, �_ �` Moa—Moa U Moa o Moa Moa\Mo��d 7g ` o
— Moa J o w e oPw 0g� \ / z WETLAND IMPACTS - IMPACT 7B
R / e'oiv Wi W o O �MOa �O� I O
A gNOUN w^ ^ MOa
N I Q I ENVIRONMENTAL CONSULTANT:
,a,--- o
Row— ROW-,,- � �`D N� 3 SOIL&ENVIRONMENTAL CONSULTANTS,PA
:�:� ------- p-�, WOO O ,O cn O �
r,Q- z W
I poi 0 8412 Falls of Neuse Road,Suite 104
I w z g
p d Ov,� I Q o / \ Raleigh,NC 27615
o
o WonZ p
Z PHONE(919)846-5900
Oz
3720072100K(July 19,2022)
Pro #
TOWNHOUSE SITE MAP - PROPOSED CONDITIONS 180903 0 50 100 200
- PEAK Survey By:
FRIENDSHIP VILLAGE Drawn By: JE Dwg No SCALE: 1"= 100, N� BOHLER
Thoas
Engineering & Design 2912 WALDENROAD Checked By: JR 4 (NAD 83) 4130 PaTeabo
130 rklane Avenue,Suite 130
BUCKHORN TOWNSHIP Date: MAY 5, 2023 DWR/ Raleigh,NC27612
APEX,NOR TH CA R OLINA 27502 Scale: 1" = 100, USACE PHONE: (919)578-9000
Mxp ,a A1�i ¢
1 «\MOii M VECCYIl,i +
60
RO`�
tt
a 3d),1.0z
_fir o
ZONE 1 PARALLEL
BUFFER IMPACT 9,
ZONE 1 IMPACTS
I I Tj — \ STREAM C/SF3 I _
LOCATED WITHIN o \ —
FOOTPRINT OF I I A I ��ti /� ,•>�,a>>>> �
EXISTING DRIVEWAY
_ I
CL
>
r
ZONE 2 PARALLEL — � ��_ � � \\\ \ //I
I I BUFFER IMPACT 2 � �
I I 2,780 SF, UTILITY
o IMPACTS ARE EXEMPT PROPOSED �o �� I cq
I
ICI i SANITARY SEWER \� �� j 9 I I N I I I STREAM B/SF2 6 I d3ddn
CONNECT PROPOSED EASEMENT c,� L� 91
I SEWER OUTFALL TO 9 c L„
of EXISTING MANHOLE PERENIAL STREAM , i i I I I ZONE 2 PARALLEL
ZONE 2 PARALLEL 6
I I BUFFER IMPACT 2 ZONE 2 PARALLEL BUFFER IMPACT 2
I I 2,800 SF, UTILITY BUFFER IMPACT 2 -� \ I II I I I 371 SF, UTILITY o
IMPACTS ARE EXEMPT
2,662 SF, UTILITY I + II I IMPACTS ARE EXEMPT
IMPACTS ARE EXEMPT —
a3��na a 3du,oz 6' � J I I _ I
I I I I ------ —- - m— cn �—m
- - � Tom/ � �� ai-`�
A�A � \ I II N ZO2-P LP
� � ZONE 2 PARALLEL
I BUFF BUFFER IMPACT 2
�
2, 48 SF, UTILITY tio� m' 1,875 SF, UTILITY
\ I \ IMPACTS ARE EX�MPT I ° - ��i IMPACTS ARE
Moa I I M I v do �� e EXEMPT
o
— — 1M Oy I I °� "' I I PROPOSED \\\ I \\6
SA IT RY SEWER \I — '
Moa--"a ��� � Mo° °� I �° I o � � L ASEMENT
\ � r o
�GO���\
ZONE"2" BUFFER IMPACTS MJ�� �° Iw I I I STREAM\�/5�1
13,771 SF (0.316 ac) 1M\a ENVIRONMENTAL CONSULTANT:
m 1
zone 1 STREAM BUFFER \�M ��°� �O IL N J / I I I SOIL 8 ENVIRONMENTAL CONSULTANTS,PA
/ 8412 Falls of Neuse Road,Suite 104
zone 2 ZONE 1:UNDISTURBED/WOODED o I Raleigh,NC 27615
ZONE 2: VEGETATED Raw. MO" q " M ° I I PHONE(919)846-5900
PUBLIC SANITARY SEWER roj # 0 50 100 200 � 3720072100K(July 19,2022)
PEAK 1
- Survey By:
FRIENDSHIP VILLAGE Drawn By: JE Dwg No BOHLER
Engineering & Design 2912 WA LDEN R OA D Checked By: JR 5 (NADW)
SCALE: 1"= 100, Nc aw
Thomas Teabo
4130 Parklane Avenue,Suite 130
BUCKHORN TOWNSHIP Date: MAY 5, 2023 DW R/ Raleigh,NC 27612
APEX,NORTH CAROLINA 27502 Scale: 1"- 100' USACE PHONE: (919)578-9000
\ 6
I \
I
SCM#
ZONE 1 BUFFER IMPACT 8
970 SF, 0.022 ac
ZONE 2 BUFFER IMPACT 8
682SF0.016ac \ '�
TEMPORARY STREAM
IMPACT 8 _
171 SF, 0.004 ac, 34 LF
30' PROPSED \ \
SANITARY EWER
/ SEMENT —
/ S. \ 9 —
O.
I / -m ` Z , SCM#2
X / �" 'r ZONE 1 B FER IMPACT 8
, / 1010 SF, 0.0 3 ac
TREAM B/SF2 ZONE 2 BUFFER IMPACT 8
- - -77 SF, 0.018ac
TRU R NA/WAY^�
I /
ZONE"1"STREAM BUFFER IMPACT 8 TEMPORARY STREAM
I II I II I I I I I I I II I I IMPACT 8
►� Zone STREAM BUFFER
0 0 NC 6RID(NAD 83) ZONE "2"STREAM BUFFER IMPACT 8 zone 2 ZONE 1:UNDISTURBED/WOODED
SCALE:I— n0 ZONE 2: VEGETATED
ZONE "1" STREAM BUFFER IMPACT 8 Proj #
- PEAK 180903
FRIENDSHIP VILLAGE Drawn By: JE Dwg No
Engineering & Design 2912 WALDENROAD Checked By: JR 6
BUCKHORN TOWNSHIP Date: MAY 5, 2023 DWR/
APEX,NOR TH CA R OLINA 2 7502 Scale: 1" = 40' USACE
340 340
CL O
0
n a
J
Q
IL - Q
O IL u,
�
O _� I
� ~ M
O
Q m N Q M
LO �
_ M
M V
II
N. � co ? � � V M
Yk N• Z O (V N• CV
M N.
330 = � F >z >z N• " > > 330
\ Nam —
\ 40
320 \ 320
73 LF \
8"PVC C900 DR18 S/S
@ 7.36%
18"MIN
SEPARATION
109 LF
8"DIP S/S
@ 0.52%
CONCRETE
ENCASEMENT 154 LF
FOR STREAM 811 PVC SDR 35 S/S
CROSSINGS @ 0.52%
310
o � co ,o — v
O C,4
N
� N N
ro co ro r4) (y)
0 10 20 40
SCA`E:1'= '-40"/1 10+00 10+50 1 1+00 1 1+50
TEMPORARY STREAM IMPACT 8 PROFILE Proj #
- PEAK 180903
FRIENDSHIP VILLAGE Drawn By: JE Dwg No
Engineering & Design 2912 WALDENROAD Checked By: JR 7
BUCKHORN TOWNSHIP Date: MAY 5, 2023 DWR/
APEX,NOR TH CA R OLINA 2 7502 Scale: 1" = 40' USACE
o � �
9 \
37 � J � � 30' PRO
�SED 6 \\
SANITARY EWER e 9
�ESEMENT i I\
020. /
S�YREAM B/SF2
(50'PUBLIC
ZONE 1"STREAM /
I 8,252 SF (0.189 ac)
I 6 9 e
9 ZV E "2"STREAM I
6 / /
STREAM B/SF2 � ,169 SF (0.119 ac) 9 �
I 9
30- PROPOSED 5
6WETLAND W2 i // s
SANITARY SEWER �
EASEMENT
LIMITS OF o — -
--�- DISTURBANCE e
STREAM'B/SF1
ZONE"1"STREAM BUFFER IMPACT 1
/ ZONE"2"STREAM BUFFER IMPACT 1
0 o zone STREAM BUFFER
N NC yip ZONE 1:UNDISTURBED/WOODED
zone 2
SCALE:1- 40 (NAD 83) ZONE 2: VEGETATED
RIPARIAN BUFFER IMPACTS - IMPACT 1 Proj #
- PEAK 180903
FRIENDSHIP VILLAGE Drawn By: JE Dwg No
Engineering & Design 2912 WALDENROAD Checked By: JR 8
BUCKHORN TOWNSHIP Date: MAY 5, 2023 DWR/
APEX,NOR TH CA R OLINA 2 7502 Scale: 1" = 40' USACE
S NIA S1�WER- —
'� SEMENT/
/ R Y
6 02 O.
/ S A MPACT/
SF 006 ac/), I \\
5/LF
I / A 6�
/ \ �.10 010
I � �
S
NUTS / / / / EAM B F
—
1 330
— _ 332
34 /
� L N
342 PURI
40 • —
338 �
336
\ 334 332
—�_
cn—al in m y
33 1
WE W5 / I / �122 LF
312 SFI(0.007 c)
336 LI ITS OF i�/� / I
DISTURBANCE
STREAM�B/$`F2 "PORARY'
STREAM,4MPACT I ITS OF
AN� W / � � / 88 IF(0.002 ac) I I TURBANCE
W
Y / �F I 5
9
PAN IT�Y W El — — —
/ �EASEME T 9
WETLAND W2 IMPACT 1
STREAM CHANNEL IMPACT 1
TkEAM �/S l / J /\` = - PERMANENT LOSS 610 SF
PERMANENT-NO PERMANENT
zone STREAM BUFFER
° 0 20 N ZONE 1:UNDISTURBED/WOODED TEMPORARY STREAM IMPACT
NO OR/D zone 2
SCALE:r= 40 (NAD 83) ZONE 2: VEGETATED
STREAM & WETLAND IMPACTS - IMPACT 1 Proj #
- PEAK 180903
FRIENDSHIP VILLAGE Drawn By: JE Dwg No
Engineering & Design 2912 WALDENROAD Checked By: JR 9
BUCKHORN TOWNSHIP Date: MAY 5, 2023 DWR/
APEX,NOR TH CAROLINA 2 7502 Scale: 1" = 40' USACE
340 340
R/W R/W
VETRINA WAY
(2 1 DESIGN DATA)
(2:1 DESIGN DATA)
PROPOSED GRADE
CENTERLINE \-8"DIP WL
330 330
HEADWALL----.- V171 LF
8"PVC SDR 35 S/S
I _, @ 4.21
\ HEADWALL
,00,0,400001
` 1 EXISTING
GRADE
J \
RCP OQ
320 320
LEN 3TH=24'
DEPTH=24"
CLASS 01 JE STONE
315
,I: oo �-o r-� N 00
Ln LO r7 <-5 N N O p
N N N N N N N N
r7 c� r7 r7 m r7
9+50 10+00 10+50 11+00 11+50 12+00
0 10 20 40
SCALE:1 I"=40'H/1"=4'V
CULVERT #1 PROFILE Proj #
- PEAK 180903
FRIENDSHIP VILLAGE Drawn By: JE Dwg No
Engineering & Design 2912 WALDENROAD Checked By: JR 10
BUCKHORN TOWNSHIP Date: MAY 5, 2023 DWR/
APEX,NOR TH CAROLINA 2 7502 Scale: 1" = 40' USACE
DISTU7A�CEqll
ZONE�1--STREAM
. :•: : .
A v \
---- -- --
rrCrii M
oil III
ZONE T'STREAM BUFFER IMPACT 2
NO
' ZONE '2"STREAM
BUFFER IMPACT
STREAM BUFFER
ZONE 1:UNDISTURBED/WOODED
•
1 BUFFER
I 'N TOWNSHIP .• -
PERENNIAL _ \ \ \ \ \\CHANNE�
CHANNEL
STREAM /SF3\ 9 LI OF
T MPOR�RY�REA P CT I \ J / TURBANCE\
2 NSF ( .000 j� LF \ \ I \
—� I �\ � �I PERMA -ENT-NO
328 ( 1 ���, W I PER ANENT LOS
165F (®,004 ad
1 . �ti 33 4F STREA IMPA T
322 \ \ 9
LD
tD
\ 324 \STREA`M CHAN EL
I\ \ 32s a — l INtPAAg2
33 � I
I 32 �ry6 2a 316 F (0.0 7 ac @ 3
0 �� — \ - - - -
777 1/
VET IN WAY
(5 PUBLI R/
W
77
W W
- - - - - - I 1 — - - -
LIMITS OF \
DISTURBANCE I W W W W W
\ I /W W W JIB W
WETLAND W l W W W �W �W W 5 PRI AT
\ 58 \es I W W W W W D,LRu�R/A'INAGE
L/IJEM T
\ OPOSE,D 6 W Wv W W W .9 \ / I
\ NIT AR SEWE 11
W WETLAND VVl \ /
o AMEN I I W W IMPACT 2A/ \ �I �
a3 I I ,a84�F(Q.066 Act) e1 WETL�ND W 1 /
IMP CT 2B
W W W e 1,281 .029 A )
WETLAND Wl IMPACT2A ® PERMANENT-NO PERMANENT
N III III III STREAM CHANNEL IMPACT 2 TEMPORARY STREAM IMPACT
NC 6W/D
(NAD M) / zone STREAM BUFFER
0 o so 40 / , WETLAND W 1 IMPACT 2B ZONE 1:UNDISTURBED/WOODED
SCALE:1- 40' � zone 2 ZONE 2: VEGETATED
STREAM & WETLAND IMPACTS - IMPACT 2A & 2B Proj #
- PEAK 180903
FRIENDSHIP VILLAGE Drawn By: JE Dwg No
Engineering & Design 2912 WALDENROAD Checked By: JR 12
BUCKHORN TOWNSHIP Date: MAY 5, 2023 DWR/
APEX,NOR TH CAROLINA 2 7502 Scale: 1" = 40' USACE
340 340
R/W R/W
VETRINA WAY
PROPOSED GRADE
CENTERLINE
(2:1 DESI N DATA)
N
330 2:1 DESIGN DATA) 330
8"DI WL
98 LF
8"PVCSDR 35 S/S HEAD ALL
@ 0.50%
HEADWALL
EXISTING
GRADE
85 LF 42"RCP @ 0.93% ovo
320 = 320
LENGTH=24'
DEPTH=24"
CLASS ONE STONE
315
Ln C) v
co N
r7 c) r7 ro c�
9+50 10+00 10+50 11+00 11+50 12+00
0 10 20 40
SCALE:1- 1"=4'H/I"=4'V
CULVERT 2 PROFILE Proj #
- PEAK 180903
FRIENDSHIP VILLAGE Drawn By: JE Dwg No
Engineering & Design 2912 WALDENROAD Checked By: JR 13
BUCKHORN TOWNSHIP Date: MAY 5, 2023 DWR/
APEX,NOR TH CAROLINA 2 7502 Scale: ill - 40' USACE
— J \ el l
\ I I I 6
SCM #1 BUFFER IMPACT 3 6� 9� P OPOSED \
ZONE"2" BUFFER IMPACTS )�� 1 SANITARY SEWER
477 SF (0.011 ac 6� EASEMENT
SCM#1
SCM #1 BUFFER IMPACT
ZONE"1" BUFFER IMPACTS
680 SF (0.016 ac)
LtmTS OF \ �/ SCM MAINTENANCE
DISTURB E ACCESS EASEME/
B/SF2
z
> SCM #2 BUFFER IMPACT 4
/ s > ZONE"1 BUFFER IMPACTS
>� 581 SF (0.013 ac)
1
s \ 9 LIMITS OF
DISTURBANCE
m 6 �\ / SCM#2
i
/ z / ''\ r SCM #2 BUFFER IMPACT 4
PROPOSED ZONE"2" BUFFER IMPACTS
403 SF (0.009 cc)
SANITARY SEWER
EASEMENT —
VETR NA WAYI
(50'PUBLIC R/W)
SCM #1 BUFFER IMPACT 3 > > > SCM #2 BUFFER IMPACT 4
ZONE"1" BUFFER IMPACTS ZONE"1" BUFFER IMPACTS
SCM #1 BUFFER IMPACT 3 � SCM #2 BUFFER IMPACT 4
ZONE"2" BUFFER IMPACTS ZONE"2" BUFFER IMPACTS
N
NC GRID(NAO B3) zone 1 STREAM BUFFER
0 10 20 40 zone 2 ZONE 1:UNDISTURBED/WOODED
ZONE 2: VEGETATED
SCALE:1- 40'
RIPARIAN BUFFER IMPACTS 3 & 4 Proj #
- PEAK 180903
FRIENDSHIP VILLAGE Drawn By: JE Dwg No
Engineering & Design 2912 WALDENROAD Checked By: JR 14
BUCKHORN TOWNSHIP Date: MAY 5, 2023 DWR/
APEX,NOR TH CA R OLINA 2 7502 Scale: 1" = 40' USACE
\N, \\\ \\ \� STREAM B/SF1
IT
\ TURB CE \ /
101
100
ss S # BUF R IMPACT 5
\ / ON "2" BUFFER IMPACTS /
1,228 SF (0.028 ac) /` L /
13 /
/
SC #AU UFFER IMPACT 5
97 \ / NF''1" BUFFER IMPACTS o
665 SF (0.015 ac)
Z M MAINTENANCE
AND ACCESS 2 /
/ EASEMENT
STREAM B/SF1 I /
I II I \ STORM BYPASS BUFFER IMPACT 6
\ I� ZONE"1" BUFFER IMPACTS
SCM#s i - 551 SF (0.013 ac)
STORM BYPASS BUFFER IMPACT 6
( ZONE"2" BUFFER IMPACTS
\\ 458 SF (0.011 ac)
L
WETLAND W4 LIMITS OF
e DISTURBANCE
PRIVATE DRAINAGE
\ / i EASEMENT
SCM #3 BUFFER IMPACT 5 � STORM BYPASS BUFFER IMPACT 6
I ZONE"' BUFFER IMPACTS ZONE"1" BUFFER IMPACTS
SCM #3 BUFFER IMPACT 5 � STORM BYPASS BUFFER IMPACT 6
ZONE"2" BUFFER IMPACTS ZONE"2" BUFFER IMPACTS
N zone STREAM BUFFER
NC 3) ZONE 1:UNDISTURBED/WOODED
(NAo 8 zone 2 ZONE 2: VEGETATED
0 10 20 40
SCALE:I- 40'
RIPARIAN BUFFER IMPACTS 5 & 6 Proj #
- PEAK 180903
FRIENDSHIP VILLAGE Drawn By: JE Dwg No
Engineering & Design 2912 WALDENROAD Checked By: JR 15
BUCKHORN TOWNSHIP Date: MAY 5, 2023 DWR/
APEX,NOR TH CA R OLINA 2 7502 Scale: 1" = 40' USACE
CO 74
75
76
ch
_m
_m
WETLAND W3 IMPACT 7A
/ 1,313 SF 0.03 Ac
WETL ND/ W3 IMPACT 7B W
J\ 656 S�� 15 Ac)
WETLAND W3 77
78
woo \6 / ` \� 80
` \ \ K3SBJ�\r°\ \ \/
WETLAND W3 IMPACT 7A
WETLAND W3 IMPACT 7B
0 10 so a N
NC GR/D
SCALE:1"= 40'
WETLAND IMPACTS - IMPACT 7A & 7B Proj #
- PEAK 180903
FRIENDSHIP VILLAGE Drawn By: JE Dwg No
Engineering & Design 2912 WALDENROAD Checked By: JR 16
BUCKHORN TOWNSHIP Date: MAY 5, 2023 DWR/
APEX,NOR TH CAROLINA 2 7502 Scale: 1" = 40' USACE