20231170 Ver 1_USACE Permit_20240320

DEPARTMENT OF THE ARMY
U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT
WILMINGTON REGULATORY OFFICE
69 DARLINGTON AVENUE
WILMINGTON NORTH CAROLINA 28403
March 20, 2024
Regulatory Division
SAW-2021-01636
Jeff White
AF-McConnell, LLC
1330 Sunday Drive, Ste 105
Raleigh, North Carolina 27607
Via Email: jwhite(a)-greenhawkcorp.com
Dear Mr. White:
This letter is in response to the Pre -Construction Notification (PCN) you submitted to
the Wilmington District, Raleigh Regulatory Field Office on February 5, 2024, for a
Department of the Army Nationwide permit (NWP) verification. This project has been
assigned the file number SAW-2021-01636 and is known as McConnell Ridge
Subdivision. This file number should be referenced in all correspondence concerning
this project.
A review of the information provided indicates that the proposed work would include
the discharge dredged/fill material in wetlands and streams to facilitate the installation of
roadways and water and sewer utilities to serve a single-family residential development.
The project would also involve the permanent conversion of forested wetlands to
emergent wetlands and the temporary clearing of wetlands to facilitate the installation of
utility lines. Specifically, this project would include impacts associated with the widening
of McConnell Road will permanently impact 0.02 acres (779 SF) of wetland F (Impact
W1). Multiple temporary impacts to Stream DSA would result to accommodate
installation of sewer lines, including seven linear feet (154 SF) of stream channel with
sewer line open cut/back-fill installation and associated de -watering (Impact S1),
temporarily impact eight linear feet (184 SF) of stream channel with sewer line open
cut/backfill installation and associated de -watering (Impact S2), seven linear feet (165
SF) of stream channel with sewer line open cut/back-fill installation and associated de -
watering (Impact S3), eight linear feet (191 SF) of stream channel with sewer line open
cut/back-fill installation and associated de -watering (Impact S4), and five linear feet (105
SF) of stream channel (Impact S5), and temporarily impact 0.002 acres of Wetland
DWA (Impact W2) of for sewer line installation. The project would also permanently
impact 112 LF (854 SF) of perennial stream DSA to accommodate a road crossing fill
(Impact S6), including 30 LF (220 SF) for temporary dewatering (Impact S7). A potable
waterline to serve the neighborhood would be routed along roadsides and require the
temporary impact to 40 linear feet (1,131 SF) of Little Alamance Creek with water line
open-cut/backfill installation and associated de -watering (Impact S7), and 40 linear feet

(884 SF) of Beaver Creek with water line open cut-backfill installation and associated
dewatering (Impact S8). The project area for this determination includes a 166 acre
area which is illustrated on the enclosed site plans/maps. The project/review area is
located in along McConnell Road in McLeansville, Guilford County, NC, at Latitude
36.038510 and Longitude-79.659670; in McLeansville, Guilford County, North Carolina.
We have determined that the proposed work is authorized by Nationwide Permit 29
pursuant to authorities under Section 404 of the Clean Water Act (33 U.S.0 § 1344).
The proposed work must be accomplished in strict accordance with the general permit
conditions, any regional conditions, the special conditions listed in this letter, the
application materials, and the enclosed plans. If the extent of the project area and/or
nature of the authorized impacts to waters are modified, a revised PCN must be
submitted to this office for written approval before work is initiated. Any violation of
permit conditions or deviation from your submitted plans may subject the permittee to
enforcement action.
This verification is valid until March 14, 2026, unless prior to this date the subject
NWP(s) is suspended, revoked, or is modified such that the activity no longer complies
with the terms and conditions of this NWP. If you commence or are under contract to
commence this activity before the date that the relevant NWP is modified or revoked,
you will have 12 months from the date of the modification or revocation of the NWP to
complete the activity under the present terms and conditions of this NWP.
Project Specific Special Conditions:
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 the
effective date of the final listing in the Federal Register. Work associated with the
aforementioned activities not completed by that time must cease and the permittee
must contact the Corps' Laura Meyer via email at Lau [e-mail]. miI or via
telephone at [phone] 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.
This NWP verification does not preclude the necessity to obtain any other Federal,
State, or local permits, licenses, and/or certifications, which may be required.

If you have any questions related to this verification or have issues accessing
documents referenced in this letter, please contact Chris Hopper, PM of the Technical
Reginal Execution Center on behalf of the Raleigh Regulatory Office at [phone],
by mail at 100 West Oglethorpe St., Savannah, GA 31401, or by email at
[e-mail]. If you have any questions related to follow-up
action associated with this permit, such as compliance inspections, please contact
Laura Meyer, PM of the Raleigh Regulatory Office at [phone], by mail at 3331
Heritage Trade Drive, Suite 105, Wake Forest, North Carolina 27587, or by email at
[e-mail].
Sincerely,
Christopher Hopper
Senior Project Manager/Team Lead

General Conditions (33 CFR PART 320-330):
1. The time limit for completing the work authorized ends on March 14, 2026.
2. You must maintain the activity authorized by this permit in good condition and in
conformance with the terms and conditions of this permit. You are not relieved of this
requirement if you abandon the permitted activity, although you may make a good faith
transfer to a third party in compliance with General Condition 4 below. Should you wish
to cease to maintain the authorized activity or should you desire to abandon it without a
good faith transfer, you must obtain a modification of this permit from this office, which
may require restoration of the area.
3. If you discover any previously unknown historic or archeological remains while
accomplishing the activity authorized by this permit, you must immediately notify this
office of what you have found. We will initiate the Federal and state coordination
required to determine if the remains warrant a recovery effort of if the site is eligible for
listing in the National Register of Historic Places.
4. If you sell the property associated with this permit you must obtain the signature
of the new owner as described in General Condition 29 and forward a copy to this office
to validate the transfer of this authorization.
5. If a conditioned water quality certification has been issued for your project, you
must comply with the conditions specified in the certification as special conditions to this
permit. For your convenience, a copy of the certification is attached if it contains such
conditions.
6. You must allow a representative from this office to inspect the authorized activity
at any time deemed necessary to ensure that it is being or has been accomplished in
accordance with the terms and conditions of your permit.

Compliance Certification Form
File Number: SAW-2021-01636 County: Guilford
Permittee: AF-McConnell, LLC, Jeff White
Project Name: McConnell Ridge Subdivision
Date Verification Issued: 3/20/2024
Project Manager: Laura Meyer
Within 30 days of 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: Laura Meyer
Raleigh Regulatory Field Office
3331 Heritage Trade Drive Suite 105
Wake Forest, North Carolina 27587
or
Lau [e-mail]
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, and mitigation (if applicable), authorized by the above
referenced permit has been completed in accordance with the terms and conditions of
the said permit including any general or specific conditions.
Date Authorized Work Started:
Completed:
Describe any deviations from permit (attach drawing(s) depicting the deviations):
*Note: The description of any deviations on this form does not constitute approval by the Corps.
Signature of Permittee
Date

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AREA TABULATION
TOTAL ZONE 1 DISTURBANCE = 1903 SF
PERMANENT DISTURBANCE = 617 SF
TEMPORARY DISTURBANCE = 1286 SF
(TOTAL ZONE 2 DISTURBANCE = 1253 SF
PERMANENT DISTURBANCE = 417 SF
TEMPORARY DISTURBANCE = 836 SF
TOTAL STREAM CHANNEL DISTURBANCE = 0
NO IMPACT TO STREAM (SEWER WILL BE BORED
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DISTURBANCEPERMANENT
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DISTANCE FROM EDGE OF BUFFER TO EDGE OF
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—Since 1974—
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SHEET 4 OF 8
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McCONNELL RIDGE
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PERMANENT DISTURBANCE = 419 SF
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PERMANENT DISTURBANCE = 687 SF
TEMPORARY DISTURBANCE = 1410 SF
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TOTAL ZONE 2 DISTURBANCE = 1327 SF
\ \
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PERMANENT DISTURBANCE = 451 SF
TEMPORARY DISTURBANCE = 876 SF
TOTAL STREAM CHANNEL DISTURBANCE = 165 SF
TOTAL LF OF STREAM DISTURBANCE = 7 LF
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AREA TABULATION
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TOTAL ZONE 1 DISTURBANCE = 2060 SF
PERMANENT DISTURBANCE = 692 SF
TEMPORARY DISTURBANCE = 1368 SF
\
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TOTAL ZONE 2 DISTURBANCE = 1385 SF
PERMANENT DISTURBANCE = 434 SF
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TEMPORARY DISTURBANCE = 951 SF
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AREA TABULATION
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(TOTAL ZONE 2 DISTURBANCE = 1785 SF
PERMANENT DISTURBANCE = 698 SF
TEMPORARY DISTURBANCE = 1087 SF
TOTAL STREAM CHANNEL DISTURBANCE = 105 SF
TOTAL LF OF STREAM DISTURBANCE = 5 LF
DISTANCE FROM EDGE OF BUFFER TO EDGE OF
BUFFER INCLUDING STREAM CHANNEL = 147 LF
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JEFFERSON TOWNSHIP—GUILFORD COUNTY
CITY OF GREENSBORO—NORTH CAROLINA
AUGUST 3, 2023
40 0 20 40 80
1 1 inch =40ft.
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vans 4609 Dundlas Drive
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SHEET 8 OF 8
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AREA TABULATION
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•UTURE
McCONNELL RIDGr—
DEVELOPMENT
TOTAL ZONE 1 DISTURBANCE = 0 SF
1
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I TOTAL ZONE 2 DISTURBANCE = 1043 SF
PERMANENT DISTURBANCE = 1043 SF
'•
TEMPORARY DISTURBANCE = 0 SF
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TOTAL STREAM CHANNEL DISTURBANCE 0 SF
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ZONE 1 BUFFER IMPACT = 14,713 SF
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EREN NLY
PERMANENT DISTURBANCE
ROADWAY CROSSING =
11,100 SF
SEWER CROSSING =
1,229 SF
TEMPORARY DISTURBANCE
SEWER CROSSING=
2,384 SF
ZONE 2 BUFFER IMPACT =
35,056 SF
® PERMANENT DISTURBANCE:
ROADWAY CROSSING =
5,283 SF
CLEARING/GRADING =
20,868 SF
POND EASEMENT=
6,429 SF
SEWER CROSSING =
2,027 SF
® TEMPORARY DISTURBANCE
SEWER CROSSING =
449 SF
WETLAND IMPACTS =
873 SF
FUTURE PHASE
McCONNELL RIDGE
SUBDIVISION
VICINITY MAP
1" = 4,000'
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I A V A IMPACT FOR ROAD
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GENERAL NOTES:
1. PROPERTY TO BE SERVED BY CITY OF GREENSBORO PUBLIC WATER
[V
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C2
620
620
2012

MCCONNELL ROAD WATER MAIN
STREAM IMPACTS
PERMIT DRAWINGS - NOT FOR CONSTRUCTION
JANUARY 2024
VICINITY MAP
SCALE: 1" = 2000'
SUMMARY OF STREAM IMPACTS
LITTLE ALAMANCE CREEK - TEMPORARY IMPACTS
DISTURBED AREA = 1.131 SF
DISTURBED LENGTH = 40 LF
BEAVER CREEK - TEMPORARY IMPACTS
DISTURBED AREA = 884 SF
DISTURBED LENGTH = 40 LF
SHEET INDEX
SHEET NO. SHEET TITLE
1 COVER SHEET
2 LITTLE ALAMANCE CREEK STREAM IMPACTS
3 BEAVER CREEK STREAM IMPACTS
4 STREAM CROSSING NOTES & DETAILS
H
U'
EiannettFleminq

650
640
630
620
610
590
580
2+00
1% ANNUAL FLOOD
CHANCE (TYP.)
DAVID E, PURVIS
DB 3508 PG. 58
PARCEL 116824
5200 MILLSTREAM RD.
I
0.2% ANNUAL FLOOD
\ CHANCE (TYP.)
1.131 SF TEMPORARY \
STREAM IMPACTS
� \
DAVID E, PURVIS
DB 3666 PG. 2215 \ /�
PARCEL 116623 \
5214 MILLSTREAM RD.
\ OH/ /P 0 OIL P OHC\ `\
2+00
3+00
EX. CONC.
\ oe9 — BRIDGE
T \ T� T Rl
4+00 . �-D / \
do \ \ of \ \
9
MILLSTREAM ROAD
SR#3134 \ \ \ \\ \\
\ 0
EX. ROW (TYP-7 \ \ \ \\ 1
/ I
U)
cn
U)
PROP. TCE (TYP.) I
10' (TYP.) EX.
EASEMENT
PROP. PERMANENT UTILITY EASEMENT (TYP.) (TYP.)
_ 20' (TYP.) I
' '—� +oo
/
40 LF ,>, SS /
e �
\jP \-\\�— OH`/P
1% ANNUAL FLOOD
CHANCE (TYP.)
I
I
0
PROP. 12" DIP
WATER MAIN (TYP.)
0.2% ANNUAL FLOOD
CHANCE (TYP.)
I I
I
SS /
BEVERLY H. BRESLYN
AND
WILLIAM E. BRESLYN
L I DB 69B6 PG. 200
j PARCEL 115599
4416 MCCONNELL RD.
/ LITTLE ALAMANCE CREEK
\ �\ STREAM CHANNEL(TYP.)
/ 10+00
--------- ��� I #goo \
1/
/ I
0
PLAN
SCALE: 1 "-40'
°T9 — _ I ICC p
SR#300o R p
/ PAUL T. LARKIN A/W
ANGELA M. LARKIN
D.B. 6012 PG. 1106 I I� \
/ PARCEL 116912
/ 4308 MCCONNELL RD.
/n
EX. 36" DIP SANITARY SEWER
I
INSIDE 60" STEEL CASING PIPE
Icnl BEVERLY H. BRESLYN
I�I AND WILLIAM E. BRESLYN
FAMILY TRUST
D.B. 6986 PG. 200
III PARCEL 115599
/ hI 3916 MCCONNELL RD.
STREAM I
~I CHANNEL F—
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EX. GRADE (TYP.) /
—�
PROP. 12" DIP EX. 36" SAN SEWER
WATER MAIN (TYP.) INSIDE 60" STEEL
CASING PIPE
—
�—
�
_
J
3+00 4+00 5+00 6+00
7+00
PROFILE
SCALE:1"-40' HORIZ.
1"-10' VERT.
8+00
0IIdf
411mel
11+00
IN
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LLJ
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cn
0
0
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Q
650
640
630
620
610
590
580
12+00
N.C. GRID — NAD 83
z low
LITTLE ALAMANCE CREEK
STREAM IMPACTS
TEMPORARY IMPACTS
DISTURBED
AREA =
1,131
SF
DISTURBED
LENGTH
= 40
LF
SHEET NOTES
1. SEE SHEET 4 FOR STREAM CROSSING NOTES AND DETAILS.
EiannettFleminq
0 20' 40' 60'
1" = 40' HORIZ.
0 5' 10' 20'
1" = 10' VERT.

0
LLI
LLJ
cn
LLJ
LIJ
Ln
CD
CD
C1j
650
640
630
620
610
600
590
580
12+00
0.2% ANNUAL FLOOD \
CHANCE (TYP.)
\ 1% ANNUAL FLOOD
CHANCE (TYP.)
- o,
1% ANNUAL FLOOD
0.2% ANNUAL FLOODCHANCE (TYP.)
\
CHANCE (TYP.) \ \\
\ \ I \ N.C. GRID - NAD 83
\ \ \ \ STEVEN C. LOWDERMILK
\ I DB 3452 PG. 1441
\ \ \ I D.B. 5957 PG. 954=R/W z low
\ c \ \ I PARCEL 116821 \ \
\ \ I 4411 MCCONNELL RD.
BEVERLY H. BRESLYN AND \ \ I
�� \��\ WILLIAM E. BRESLYN \ \ \ \ \\ V 1 \
\ DB 6986 PG. 200
PARCEL 115599
h 4416 MCCONNELL RD. PROP. TCE (TYP.)
. \ PROP. 12 OIP \
�\ \-7 WATER MAIN (TYP.) \ \
884 SF TEMPORARY
STREAM IMPACTS \
BEAVER CREEK \\
\ / \ T STREAM CHANNEL \
(TYP.) \
\ 10' (TYP.)
\ KIM FAMILY LIMITED PARTNERSHIP
DB 6695 PG. 1465
\ PROP. PERMANENT PARCEL 116678
UTILITY EASEMENT (TYP.) 4453 MCCONNELL RD,
T���� -----� 20\ (TYP.)
OH/
\ \ 15+00 \.. �—� OH/P
j, - M
\ \ \ \ \ ., \ \ 19x \ \ H/P
\ CCU
OH/P _
\ _
N \ R3000 /`fo ^ \ �\ \ - , , _ \� -r 40 LF \T > �\ _ \0+00 - - /
\ I r
L \ ___--
T� T T T T- T -- �� T
BEVERLY H. BRESLYN AND EX. CONC.-
\ Q/ WILLIAM E. BRESLYN �\ \ \ \ \ \ BRIDGE / - -
\ \ DPARCE86 L PG.
200
99
4416 MCCONNELL RD. _ \ \ \ \ \ \ \ \ \ 1 o �.�-------- --- - a\�p� T
TAT TAT �T
_
EX. ROW (TYP-)
PLAN
SCALE: 1 "-40'
PROP. 12" DIP
WATER MAIN (TYP.)
STREAM
ICHANNELI
EX. GRADE (TYP.)
13+00
14+00
15+00
16+00 17+00
PROFILE
SCALE:1"-40' HORIZ.
1"-10' VERT.
18+00
19+00
20+00
21+00
650
640
630
620
610
600
590
580
22+00
BEAVER CREEK
STREAM IMPACTS
TEMPORARY IMPACTS
DISTURBED
AREA =
884
SF
DISTURBED
LENGTH
= 40
LF
SHEET NOTES
1. SEE SHEET 4 FOR STREAM CROSSING NOTES AND DETAILS.
Gannett Fleming
0 20' 40' 80'
I" = 40' HORIZ.
0 510' 20'
I" = 10' VERT.

GENERAL NOTES
EX. STREAM
CHANNEL (TYP.)
TEMPORARY STREAM DIVERSION
BARRIER (SEE NOTE 1)
EX. STREAM FLOW
u•13
EX. STREAM TOF
OF BANK (TYP.)
STABILIZE DAILY CONSTRUCTION
AREA BY THE END OF EACH DAY
TOB
DRY WORK AREA
(SEE NOTE 2)
DIVERTED STREAM FLOW
•:
SPECIAL STILLING
BASIN (SEE NOTE 3)
TOB TOB
WON
EX. STREAM FLOW
r[or
DETAIL 1 - TEMPORARY STREAM DIVERSION
NOT TO SCALE
DETAIL NOTES
1. USE SANDBAGS OR OTHER APPROVED TEMPORARY METHODS TO ISOLATE WORK AREA FROM STREAM FLOW. USE DEWATERING PUMP AND SPECIAL STILLING BASIN AS
NEEDED TO MAINTAIN DRY WORK AREA.
2. MOVE DIVERSION ACROSS CHANNEL AS NEEDED SO THAT IN -STREAM WORK IS ALWAYS CONSTRUCTED IN THE DRY.
3. USE A SPECIAL STILLING BASIN WITH STABILIZED OUTLET TO STREAM CHANNEL. THE CONTRACTOR SHALL SUBMIT THE LOCATION AND SIZE OF THE SPECIAL
STILLING BASIN AND APPLICABLE SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION.
GEOTEXTILE (TYP.)
EX. GRADE VAR.
(SEE NOTE 2)
MIN. 2'
CLASS B RIP -RAP
(SEE NOTE 1)
ORDINARY HIGH WATER MARK
MIN. 6" NATIVE STREAM BED
MATERIAL (SEE NOTE 1)
4' MIN. COVER
PROP. STEEL CASING PIPE
(SEE NOTE 3)
DETAIL 2 - STREAM CROSSING & STABILIZATION
NOT TO SCALE
DETAIL NOTES
(SEE NOTE 3)
PROP. DIP WATER MAIN
1. USE NATIVE MATERIAL TO RESTORE STREAM BOTTOM SURFACE. USE CLASS B RIP -RAP TO RESTORE STREAM BANK ABOVE ORDINARY HIGH WATER MARK.
2. ALL GRADES SHALL BE RESTORED TO PRE -CONSTRUCTION ELEVATIONS.
3. CASING SHALL EXTEND AT LEAST 5 FT BEYOND THE EXISTING TOP OF STREAM BANK ON EACH SIDE OF THE STREAM.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF GREENSBORO, GUILFORD COUNTY,
NCDOT, AND NCDEQ STANDARD DETAILS AND SPECIFICATIONS.
2. THE CONTRACTOR/OWNER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS. NO
CONSTRUCTION ACTIVITY SHALL TAKE PLACE UNTIL ALL REQUIRED PERMITS HAVE BEEN OBTAINED.
3. ALL GRADES SHALL BE RESTORED TO PRE -CONSTRUCTION ELEVATIONS.
4. SOIL DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER AS TO MINIMIZE EROSION. AREAS OF
THE PROJECT SITE THAT ARE NOT TO BE GRADED SHALL BE PROTECTED FROM CONSTRUCTION
TRAFFIC OR OTHER DISTURBANCE UNTIL FINAL SEEDING IS PERFORMED.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY
EROSION CONTROL MEASURES DURING CONSTRUCTION.
6. CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS OFF
SITE. THIS RESPONSIBILITY SHALL INCLUDE ALL REQUIRED APPROVALS AND CONDITIONS
DICTATED BY THE JURISDICTIONAL EROSION CONTROL AUTHORITIES.
7. OFF -SITE WASTE OR BORROW AREAS SHALL HAVE AN APPROVED EROSION 6 SEDIMENT CONTROL PLAN
PRIOR TO THE IMPORT OR EXPORT OF MATERIAL TO/FROM THE PROJECT SITE.
8. NO EXCESS FILL, CONSTRUCTION MATERIAL, OR DEBRIS SHALL BE STOCKPILED OR STORED IN
STREAMS, BUFFER AREAS, OR THE 100-YEAR FLOODPLAIN. CONSTRUCTION MATERIALS SHALL BE
PLACED IN A LOCATION AND MANNER WHICH DOES NOT ADVERSELY IMPACT SURFACE OR SUBSURFACE
WATER FLOW INTO OR OUT OF STREAMS, BUFFER AREAS, OR THE 100-YEAR FLOODPLAIN. ALL
SPOILS SHALL BE CONTAINED IN A MANNER WHICH PREVENTS DAMAGE TO STREAMS, BUFFER AREAS,
OR THE 100-YEAR FLOODPLAIN.
9. BLASTING IS PROHIBITED.
10.BURNING OR BURYING WASTE IS PROHIBITED.
OVERALL SEQUENCE OF CONSTRUCTION
1. OBTAIN PLAN APPROVAL AND ALL APPLICABLE PERMITS PRIOR TO BEGINNING CONSTRUCTION.
2. FLAG WORK LIMITS AND BUFFER AREAS.
3. HOLD PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO BEGINNING CONSTRUCTION.
4. INSTALL TEMPORARY EROSION 6 SEDIMENT CONTROL MEASURES AS SHOWN ON THE PLANS. NO
CLEARING, DEMOLITION, CONSTRUCTION, OR LAND DISTURBANCE ACTIVITIES SHALL BEGIN UNTIL
ALL APPLICABLE EROSION 6 SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. IF CLEARING
IS REQUIRED FOR INSTALLATION OF A GIVEN MEASURE, ALL OTHER MEASURES SHALL BE
INSTALLED FIRST, THEN NECESSARY LAND DISTURBANCE ACTIVITIES REQUIRED FOR INSTALLATION
OF THE GIVEN MEASURE MAY PROCEED.
5. THE CONTRACTOR SHALL CONDUCT SELF -INSPECTIONS OF THE EROSION 6 SEDIMENT CONTROL
MEASURES AND COMPLETE THE COMBINED SELF -INSPECTION FORM AT LEAST ONCE EVERY SEVEN (7)
CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAINFALL EVENT 1/2-INCH OR GREATER. ANY
NEEDED REPAIRS SHALL BE COMPLETED IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED.
6. INSTALL WATER MAIN IN ACCORDANCE WITH THE PLANS. ALL IN -STREAM WORK SHALL BE
COMPLETED IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION FOR STREAM CROSSINGS AS
DESCRIBED ON THIS SHEET.
7. RESTORE ALL GRADES TO PRE -CONSTRUCTION ELEVATIONS.
B. AFTER CONSTRUCTION IS COMPLETE AND SITE IS STABILIZED, REMOVE ALL TEMPORARY EROSION 6
SEDIMENT CONTROL MEASURES WITH APPROVAL FROM THE SITE EROSION 6 SEDIMENT CONTROL
INSPECTOR, AND INSTALL PERMANENT VEGETATION ON DISTURBED AREAS.
SEQUENCE OF CONSTRUCTION
FOR STREAM CROSSINGS
1. THE CONTRACTOR SHALL SUBMIT THE LOCATION AND SIZE OF THE SPECIAL STILLING BASIN AND
APPLICABLE SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION.
2. INSTALL SPECIAL STILLING BASIN, DEWATERING PUMP, AND NECESSARY TEMPORARY FLEXIBLE
HOSE. CONNECT DEWATERING PUMP TO SPECIAL STILLING BASIN.
3. PLACE STREAM DIVERSION BARRIERS TO ISOLATE WORK AREA IN ACCORDANCE WITH DETAIL 1 ON
THIS SHEET. DEWATER ISOLATED WORK AREA AS NEEDED. AREA TO BE ISOLATED AND DEWATERED
SHALL BE EQUIVALENT TO ONE DAY'S WORK.
4. REMOVE NATIVE STREAM BOTTOM MATERIAL TO STOCKPILE FOR REPLACEMENT DURING RESTORATION.
5. EXCAVATE UTILITY TRENCH AND INSTALL WATER MAIN IN ACCORDANCE WITH THE PLANS.
STABILIZE DAILY CONSTRUCTION AREA BY THE END OF EACH WORK DAY.
6. REFILL TRENCH AND USE NATIVE MATERIAL TO RESTORE STREAM BOTTOM SURFACE IN ACCORDANCE
WITH DETAIL 2 ON THIS SHEET.
7. REFILL EMBANKMENT AS NECESSARY. USE CLASS B RIP -RAP TO STABILIZE STREAM BANK IN
ACCORDANCE WITH DETAIL 2 ON THIS SHEET.
B. REMOVE ALL DIVERSION AND DEWATERING MEASURES. RESTORE AND STABILIZE ALL DISTURBED
AREAS.
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