HomeMy WebLinkAbout20190062 Ver 1_USACE Permit_20190513U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2018-01856 County: Guilford U.S.G.S. Quad: NC-Gibsonville
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Eastwood Construction, LLC
Attn: Patrick Quinn
Address: 6601 Six Forks Road, Suite 100
Raleigh, NC 27615
Size (acres) —48.4 Nearest Town Burlington
Nearest Waterway Back Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates 36.076585 N, -79.549153 W
Location description: The project area is located on the south side of US Highway 70, approximately 0.4 mile west of its
intersection with Springwood Church Road, in Burlington, Guilford County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 141 linear feet
of stream channel (116 linear feet of which constitute a permanent loss of waters), and 0.188 acre of riparian non-riverine
wetlands, and the temporary discharge of dredged or fill material into 23 linear feet of stream channel, necessary to install
access and infrastructure for the Verona residential subdivision. This project will also result in the indirect loss of hydrology
to an additional 0.2 acre of riparian non-riverine wetlands.
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
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 enclosed
Conditions, your application signed and dated 12/21/2018, and updated information provided via email on 3/8/2019 and
4/19/2019, and the enclosed plans Plan Sheet Nos. W1 through W9. 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 authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide 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 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 permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide 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 (LAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management.
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 David E. Bailey at (919) 554-4884, Ext. 30or David.E.Bailey2Ausace.army.mil.
_ Digitally signed by
BAILEY.DAVID.E.1379283736
Corps Regulatory Official: Date: 2019.05.13 11:03:32 -04'00' Date: 5/13/2019
Expiration Date of Verification: 03/18/2022
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://corpsmgpu.usace.army.mil/cm apex/Vp=136:4:0
Copy furnished:
Perry Isner, Wetlands & Waters, Inc., 6018 Little Mountain Road, Sherrills Ford, NC 28673
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105
SAW -2018-01856
Determination of Jurisdiction:
A. ❑ There are waters, including wetlands on the above described project area that may be subject to Section 404 of the Clean Water
Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an
approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. ❑ There are waters, including wetlands within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ® The jurisdictional areas within the above described project area have been identified under a previous action. Please
reference jurisdictional determination issued 10/30/2018. Action ID: SAW -2018-01856.
Basis For Determination: See the Preliminary Jurisdictional Determination form dated 10/30/2018.
Date of JD: 10/30/2018 Expiration Date of JD: Not applicable
SAW -2018-01856
SPECIAL CONDITIONS
1. 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
2. The existing culverted stream crossing (see Plan Sheet No. W2, "Remove Ex. 15" CMP, see Detail
(Sheet W8)") shall be removed and the area re -graded per project plans (see Plan Sheet No. W8
"Pipe Culvert Removal at Wetlands"). These activities including culvert removal, grading, and
revegetation must be completed within 30 days of initiating construction of the "Wetlands Area 1
Impact" and "Jurisdictional Stream #1 Impact" as shown on the above referenced plans.
3. Please note that future impacts and/or phases of the Verona development project and related
activities associated with Corps Action ID: SAW -2018-01856 will be considered part of a single and
complete project; these impacts will be considered cumulative with impacts permitted during
earlier phases regarding compensatory mitigation and Nationwide Permit thresholds. Current
cumulative impacts to aquatic resources for this single and complete project include permanent
impacts (loss of waters) to 116 linear feet (0.008 acre) of streams, permanent impacts (not a loss of
waters) to 25 linear feet (0.002 acre) of streams, and permanent impacts (loss of waters) to 0.188
acre of riparian, non-riverine wetlands. This project will also result in the indirect loss of hydrology
to an additional 0.2 acre of riparian non-riverine wetlands. This amounts to a total loss of potential
waters of the US of 116 linear feet and 0.188 acre.
Corps Regulatory Official: Date: 5/13/2019
Expiration Date of Verification: 03/18/2022
Compensatory Mitigation Responsibility Transfer Form
Permittee: Eastwood Construction, LLC, Attn: Patrick Quinn Action ID: SAW -2018-01856
Project Name: Verona subdivision / Eastwood Homes / Ingle Property / Guilford County / residential County: Guilford
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 to the U.S. Army Corps of Engineers (USACE) 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 must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not 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 bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington 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
Riparian Non-Riverine
Non -Riparian
Coastal
0.388
0.388
*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
0.388
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 USACE, 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 USACE 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 USACE 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. 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 the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE 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 USACE
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 USACE, the Sponsor must obtain case-by-case approval from the USACE 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 USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from NCDMS, confirming their willing and able to accept the applicants
compensatory mitigation responsibility, dated 12/27/2018 was included with the preconstruction notification.
This form is not valid unless signed below by the USACE 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 j the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls
of Neuse Road, Wake Forest, NC27587 (email: todd.tugwell@usace.army. mil). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: David E. Bailey
USACE Field Office: Raleigh Regulatory Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: David.E.Bailey2@usace.army.mil
USACE Project Manager Signature
5/13/2019
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.mil
IMPAGT5
J1RI50ICT10 K STREAM
141 LF IMPAGT5 (PERMANT)
23 LF IMPAGT5 (TEMPOARY)
PEtW AREA
8,116 5F+
LE6END
5TREAM/POND BUFFER ZONE I
5TREAM/POND BUFFER ZONE 2
WETLAND5
® WETLAND IMPA6T5
TOTAL 51TE AREA: 46.55 AG±
3
50' SAM 3p STREAM
ZONE 2 ZONE I ZONE ZONE 2
5TREAM BUFFER -- TYPICAL SECTION
NOT TO SCALE
ZONE I MUST REMAIN NATURAL AND UNDISTURBED.
ZONE 2 MAY BE DISTURBED BUT MI5T BE REVEGETATED.
ALL BUFFER DIME ION5 ARE FROM 5TREAM BANK, TOP
OF SLOPE, OR EDGE OF GONTIGUA!< PULM05 WIGHEVER
PRODUGE5 A GREATER BUFFER).
r � STREAM EILHIR �
30' UNDIS /
m
gin
Poll
1
Hor m, Wade and Aesoriates, H. A.
LIPAVID. LAI R�[rob. � fpq fnevbmo,vttL`nW�mf
\ X •alp
ru
n
u
ISBN
-.
- - .X141
��•
I I .
11,1 a /A i1J'.1„i l•
"+�3--
• - • -
�I� 0
II
���IIMil
cl / Q O �--I
1�=
�
- -
►�.I��l��
I
' � ° 1111116
, .�:
,�
RI :.
I / r -
��
r � STREAM EILHIR �
30' UNDIS /
m
gin
Poll
1
Hor m, Wade and Aesoriates, H. A.
LIPAVID. LAI R�[rob. � fpq fnevbmo,vttL`nW�mf
\ X •alp
ru
n
u
-.
- - .X141
�►_
��IIII
1�=
�
- -
►�.I��l��
I
' � ° 1111116
, .�:
,�
��
G'i
d Z3
�
�J • �-
111��
~nom
�
-
. _ate
GON5TRUGTION 5EQUENGE
I. NO CONSTRUCTION TO BE61N UNTIL ALL NECE55ARY 51TE DEVELOPMENT
PERMIT5 ARE OBTAINED (INGLUDIN6 A GRADING PERMIT FROM NGDEO).
2. FOLLOW THE APPROVED ER05ION CONTOL PLAN AND 5EQUENGE IN ORDER
TO CLEAR AND GRADE THE 5ITE.
3. IN5TALL SILT FENCE ALONG THE LIMIT5 OF 0I5TURBANGE WITHIN THE IMPACT AREA.
4. ENSURE THAT A COFFER DAM AND PUMP AROUND 15 IN5TALLED TO DIRECT
RUN-OFF DRAINAGE FROM THE WETLANDS THROUGH THE 51TE.
5. COFFER DAM AND PUMP AROUND MU5T BE LEFT IN PLACE UNTIL HEW 48' RGP
STORM 5ENER PIPE5 ARE IN5TALLED. 5EE DETAIL ON 5HEET W-4.
b. 6RADE 51TE SUFFICIENT TO ALLOW FOR THE IN5TALLATION OF THE PROP05M
48" RGP STORM SEVER UNDER PROP05ED ROAD.
7. CONTRACTOR TO FOLLOW THE DETAIL5 OF THE APPROVED ER05ION CONTROL
PLAN TO ENSURE THAT NO OFF-SITE SEDIMENTATION OCGUR5 DURING CON5TRUGTION.
8. 51TE SHALL 13E 5TA13ILIZED IN A TIMELY MANNER A5 PER THE REQUIREMENTS
OF THE APPROVED ER05ION CONTROL PLAN AND THE APPLICABLE
NCDENR 5TANDARD5 AND REGULATION5.
625
620
615
U-',
g
+
OW
Q0.O
N O
u
H O
ROP.6RA
E
q
6/3
or 42-
GP ®Z6,%
RIPP
TO BE EMBED
ED INTO
THEI5TIN6
5TREAM
D
5EE
TAIL SWEET WS
<. 6RADE
RIP -RAP
/PAD
T
0+00 0+50 1+00
5GALE I" = 40' HORIZONTAL
I' = 4' VERTIGAL
BUFFER IMPAGT5NARRATIVE
42' 5TORM 5EWER PIPE5 TO BE CONSTRUCTED FIRST A5 PER THE
ZONE I - 5,846 5F GON5TRUGTION 5EQUENGE ON TH15 PLAN AND/OR A5 PER ANY 965EQUENT
ZONE 2- 3,904 5F APPROVED 6RADIN6/ERO510N CONTROL PLAN. THE INTENT OF TH15 PLAN
15 TO PROVIDE ADEQUATE GON5TRXTION NOTE5 AND DETAILS SLQ THAT
THE CONTRACTOR CAN ALLOW THE EXI5TIN6 DRAINA6E THAT RUNS FROM
NORTH TO 5" ALONG THE 5TREAM TO CONTINUE TO FLOW THRO" THE
51TE UNTIL THE NEN 5TORM 5EIiE R 15 IN-PLACE AND FUNCTIONAL.
\ MLANvS A - 1 ,
IWAGT 1,440 5F
6RAPHIG 5GALE
0 15' 30' b0' 90'
I"=30'
m, Wade and Aeso date s, P.A.
nana,�eww"�s�mia
sus.
E16n0W
MIN 1166
PoPoI FiB-DNJB
avx au 2-2b-19-COMMENT5
EXHIBIT
5TREAM,BUFFER5
$ WETLAND5
GON5TRUGTION 5EQUENGE
NARRATIVE
I. NO CONSTRUCTION TO BEGIN UNTIL ALL NEGE55ARY 517E DEVELOPMENT
48" STORM SEWER PIPES TO BE CONSTRUCTED FIRST A5 PER THE
BUFFER
I M P A G T 5
PERMITS ARE OBTAINED (INGLUDIN6 A GRADING PERMIT FROM NGD%0).
CONSTRUCTION SEQUENCE ON TH15 PLAN AND/OR AS PER ANY 5 B5EQUEMYPI,nuexe
ZONE 950 5F
2. FOLLOW THE APPROVED ER05ION CONTOL PLAN AND SEQUENCE IN ORDER
APPROVED 6RADI%/ERO510N CONTROL PLAN. THE INTENT OF TH15 PLAN
ZONE 2- 2,198 5F (INCLUDE SGM DAM)
TO CLEAR AND GRADE THE 51TE.
15 TO PROVIDE ADEQUATE CONSTRUCTION NOTES AND DETAILS 5" THAT
Bornm, W ade and A—, i,t,s, P.A.
3. INSTALL SILT FENCE ALONG THE LIMITS OF DISTURBANCE WITHIN THE IMPACT AREA.
THE CONTRACTOR GAN ALLOW N6 DR
Tiff EXI5TIAINAGE THAT RUNS FROM
4. ENSURE THAT A COFFER DAM AND PUMP AROUND 15 INSTALLED TO DIRECT NORTH TO SOUTH ALONG THE STREAM TO CONTINUE TO FLOW THROUGH THE
RUN-OFF DRAINAGE FROM THE NETLAND5 THROUGH THE SITE.
51TE UNTIL THE PEW STORM 5B^ER 15 IN-PLACE AND FUNCTIONAL.
5. COFFER DAM AND PUMP AROUND MUST BE LEFT IN PLACE UNTIL NEW 24" RGP
z
STORM SEINER PIPES ARE INSTALLED. SEE DETAIL ON SHEET W-5.
b. GRADE SITE SUFFICIENT TO ALLOW FOR THE INSTALLATION OF THE PROP05W
24" RLP STORM 5EWER UNDER PROP05ED ROAD.
T. CONTRACTOR TO FOLLOW THE DETAILS OF THE APPROVED ER05ION CONTROL
PLAN TO ENSURE THAT NO OFF-51TE SEDIMENTATION OGCUR5 DURING CONSTRUCTION.
8. 5ITE 5HALL BE 5TA13ILIZED IN A TIMELY MANNER A5 PER THE REQUIREMENT5
OF THE APPROVED ER05ION CONTROL PLAN AND TPE APPLICABLE
NGDENR STANDARDS AND RE6ULATION5.
f
ry
\
Lu
tr
z-
\ \
I
zz
0
Ol�
\ a OF SDICTIOAL
p
F5
O
—a�<
I�iu~i
iUIH
620
CID o
PROP.
6RADE
4-�ZONE I
I
STOW
�I
EX.
\ 2 •`
_ \
Z m Y z
GRADE
2b.0 LF OF
24" GP ®3.5%
\ I
LU ,— u
N o m
EX. 24" GMP
LU
65
`
\
\ I I l
Z
\
O
EX. 15"
\ STRE M \
30, WISTU12BE)
wawa as
20'MANAGEDJGMF
\
612.44
\ \�
ICTIONAL
�" �' s a2 S
MOM
c5a �xfax aan,ao
ST n�NffA`AIRE
\ \ 127 IMPACT
wnw6
NW 15B-D3ro
\
I
610
\
avras 2-28-19- GOWENr5
CilI
"b IMPACTS
EXHIBIT
STREAM, BUFFERS
$ WETLAND5
605
GRAPHIG 5GALE��
0+00
0+50
0 15' 30' b0' GO'
W4.
5GALE I" = 40' HORIZONTAL
I' = 4' VERTIGAL
" = 30'
GOFFER DAM - PUMP AROUND
VETLANDS
IMPACT 1,440 5F
NOTE: AS BEST POION5.H INSTALL STORM SEVER
DURING DRY CONDITIONS. HOWEVER, IF NECESSARY,
U5E A COFFER DAM N/ PUMP AROUND.
N5TALLATION NOTE5
A. IN5TALL 5ANDBAG6 DAM UP5TREAM OF CULVERT AND
PUMP WATER INTO DOWN5TREAM. NOTE: A5 BE5T P05515LE, INSTALL 5TORM 5EVC-R
B. REMOVE COFFER DAM AND PUMP AFTER AFTER BY-PASS DURING DRY C.ONDIT10%. HOWEVER, IF NEGE%ARY,
U5E A COFFER DAM W/ PUMP AROUND.
5TORM SEWER 15 FULLY R NGTIONAL.
RIP RAP TO BE EMBEDDED INTO
THE EXI5TI% 5TREAM BED
_TIO
401
uf
114 LF
�6 \
_ 6/8
6�2�� \.
Hornm, Wade and Aeso nate s, P.A.
R�[ymeCwySuafpq 6evbmo. venw:mf
�aaa taemewo,ncrumaaaa
xis
2-2e-w-coMHEr
SiI�E11FFER \
30' S'fIIRBED
IMPAGT5
EXHIBIT
5TREAM,BUFFER5
$ WETLAND5
GRAPHIG 5GALE��^�^�
0 20' 40' 80' 120'
" = 40' N5
1101i.
4 �
�1
�� �:ENNE:�����
n0100�000000rm+iluoo�
caT,:ni��uu, v0000000000
IUG:'{ug11�\���\.��������������������
0.rluilmilmom u--_MENNEN o�
��u
MuERANE umomma
COME
�.►Ig":::e::::::::
Eouo�roorooro��rra
���►/►�►
!►�►�/�►�/��►:
iii:::i'i:::ai:::i::::i::ani=.i
�oaoomi imi 0000
2-2e-w-coMHEr
SiI�E11FFER \
30' S'fIIRBED
IMPAGT5
EXHIBIT
5TREAM,BUFFER5
$ WETLAND5
GRAPHIG 5GALE��^�^�
0 20' 40' 80' 120'
" = 40' N5
NOTE: A5 BE5T P0551BLE, INSTALL 5TORM SEVER
DURING DRY CONDITIONS. HON EVER, IF NEGE55ARY,
U5E A COFFER DAM PV PUMP AROUND.
INSTALLATION NOTE5
A. INSTALL 5ANDBA65 DAM UP5TREAM OF CULVERT AND
PUMP MATER INTO 190"TREAM.
B. REMOVE COFFER DAM AND PUMP AFTER AFTER 13Y-PA55
STORM 5ENER 15 FULLY FUNCTIONAL.
DB N ELIMITRS
23 LMPAG TEMP / v I I EXE HEA SIAL
GOFFER ADM \ I II I
/ I
\14S I
5GALE I"= 40' \I I I I
OFF5ITE TEMP 015TURBANGE
TO INSTALL SANITARY 5EWER OUTFALL
N
2+00 1+50 1+00
600
R
590
EX15T1NG
580
DATUM ELEV
0+50 0+00 575.00
5GALE I" = 40' HORIZONTAL
I" = 4' VERTICAL
m, Wade and Associates, P.A.
R�[ymeCwySuafpq fnevbmo, vLnw�mf
MIN 1166
PoPoI FiB-DNJB
2-28-19- GOMMENT5
IMPAGT5 EXHIE31T
STRFAM. 511FFFR5
N H
J
1
I
I
8" 5,N
EXTE,1510N
5ENER
LJ
Z2
:t
167
1 L.F. 8" DI
I
7
q
zL40
as
SAN.
NL ® 0
16" EIrAHMENT
L.F.
'r
2+00 1+50 1+00
600
R
590
EX15T1NG
580
DATUM ELEV
0+50 0+00 575.00
5GALE I" = 40' HORIZONTAL
I" = 4' VERTICAL
m, Wade and Associates, P.A.
R�[ymeCwySuafpq fnevbmo, vLnw�mf
MIN 1166
PoPoI FiB-DNJB
2-28-19- GOMMENT5
IMPAGT5 EXHIE31T
STRFAM. 511FFFR5
-
�I _R Ila 1 r17-7-7
Q I Hor m, Wade and Aesoriates, P.A.
30 72 \ 101 / 100 qq a
64
Limits of disturbanceqi
\ 7
\_
103
\ IMPACT t o o _
\ \ \ 440 5F > LL
30\5TORM� 6 W p o
\ Cm
A55 OFF5ITE I wPROP.—
33 75 \ 5TORM 5EVER I "NETLANC6 6RADE5 = o
2' W W w z m W=
05
6(/ w - <
34 \ V/ GRADES—
I
p II 5
\HP1«,H,H
P wwtl T66
35 I 77
\ 5 -5� AIN W..W. yW WW \
\ W W tunas 2-28-19- OOII.TS
N
178 7q I
IMPAGT5
EXHIBIT
NETUM5
6RAPHIG 5GALE^^
0 30' 60' 120' 180'
nn ,xo.
I" = b0' ��
LL
L Z
� Q
m
W
21" DEPTH OF GLA55 "I"
RIP RAP TO BE EMBEDDED INTO
THE EXI5TIN6 5TREAM BED
ABRIG
EXISTING
GRADE EX. 15" 5TORM
PIPE
NORTH AMERICAN GREEN
GI25BN LINER
PROP05ED
GRADE
I. 5GRATGH EXI5TIN6 501L AND 5EED PER 5PE6IFI6ATION5
WITH NORTH AMERICAN GREEN LINING 612513N LINER.
PIPE GULVERT REMOVAL AT NETLAND5
I Hor m, W,11 -I Ae3wssill, s, 1, A,
R�[roBv�� too, fnevbmo,vttc`nw�mt
.a aem6wn
�iraoo
66a �x was Ran, 6UIE ao
FNiKI� H; 1166
ww fs6xe
x�ssnxs 2-28-19- GOMMENTS
331-19- 60MMENT5
DETAIL5
PIPE GULVERT OUTLET PROTECTION
V48
oou ��1�1i66'e wv
roe,
/ I
SCALE I"= 40'
OFF5ITE NON 015TURBANGE
TO INSTALL SANITARY SEWER OUTFALL
N
10ml,
vn� a-aw
580
�JT.J
\
MH
11
BORE PIT
I
boo
ry
_
11
�b
NONIWAGTS
SANITARY SEVER
GROSSING EXHIBIT
1+00 8+00 9+00 10+00
SGALE I" = 40' HORIZONTAL
I" = 4' VERTICAL
ruF xas�smnwm_uaw.aenws
FLOW
I
F�
GREEK BANK
ECU . VER T
fm
1
2
1
50'STREAM BUFFER
_
O
590
30' UNDISTURBED
20'MANAGED \
Z
O o 0
z
oou ��1�1i66'e wv
roe,
/ I
SCALE I"= 40'
OFF5ITE NON 015TURBANGE
TO INSTALL SANITARY SEWER OUTFALL
N
vn� a-aw
580
N N
ry
�b
NONIWAGTS
SANITARY SEVER
GROSSING EXHIBIT
1+00 8+00 9+00 10+00
SGALE I" = 40' HORIZONTAL
I" = 4' VERTICAL
ruF xas�smnwm_uaw.aenws
140
1
O o 0
— a
u1 0 0 -
o
m
353.35 L.FOF
b 5AN
Y �
O N w o
w N m
Ib' E
LL-1
NGA5EMEN1
oou ��1�1i66'e wv
roe,
/ I
SCALE I"= 40'
OFF5ITE NON 015TURBANGE
TO INSTALL SANITARY SEWER OUTFALL
vn� a-aw
580
�b
NONIWAGTS
SANITARY SEVER
GROSSING EXHIBIT
1+00 8+00 9+00 10+00
SGALE I" = 40' HORIZONTAL
I" = 4' VERTICAL
ruF xas�smnwm_uaw.aenws
140
Action ID Number: SAW -2018-01856 County: Guilford
Permittee: Eastwood Construction, LLC, Attn: Patrick Quinn
Project Name: Verona subdivision / Eastwood Homes / Ingle Property / Guilford County / residential
Date Verification Issued: 5/13/2019
Project Manager: David E. Bailey
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: David E. Bailey
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
David.E.Bailey2@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